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HomeMy WebLinkAbout712 W Lake Mary Blvd - BC01-002395 (CAR WASH FACILITY) DOCUMENTSPERMIT ADDRESS la Lo Lct L J ' lT 61 \%(.L CONTRACTOR Ef:p(.- 1 r Inc. ADDRESS 5HCA KG,DL6,c PHONE NUMBER 1-4 J " —• . -)- -A -- o.? -;,) I PROPERTY OWNER = r h ADDRESS Gl 6 N • '1.%. 1 - C'i. PHONE NUMBER 4 J i -,55cl 11 -- O,Z ELECTRICAL CONTRACTOR e MECHANICAL CONTRACTOR PLUMBING CONTRACTORu MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION PERMIT # " ,' DATE PERMIT DESCRIPTION 0 7C: PERMIT VALUATION SQUARE FOOTAGE Li', (-I L I 2 t LJo,)c4ce- 01 — LAC'. ammom JU Q Permit Number: _ V_1yU 0 Date: _ -7-aY_- Q 2- The undersigned hereby applies for a permit to install the following electrical: Owner' s Name: Address of Job: Electrical Contrz Residential: _ Non -Residential: _ Number Amount Addition, Alteration, Repair Residential & Non -Residential New Residential: AMP Service New Commercial: 6c> O AMP Service Chan a of Service: From AMP Service to AMP Service Manufactured Building Other: Description of Work: GLY' Application Fee: 10.00 TOTAL DUE: By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. Applicant' s Signature zCD6D 2_?B3 _ State License Number lL 77 7 I Lemby name and anoint Zry S. / er- 4 of (omeleoz-T/—e. tobemylawfula MWYiafactmact for me and apply tD bepah mmedata locadw dacmlxd as: Secd m Township Range Lot. Block Subdivision twR,,,.C,00 %Ar JUVP r Acimowledi re h A / Sworn to aid mbscabed before me ti iis v S Day of V 6/ / AD. 200 Z NOW Pab icj, off%d& M"rvo Soto MYCOMMIS M# COMM EXPIRES M W 15, 2004 rr r IONDED THRU TROY FAIN IISURANCL INC SignatM My Cvmnmission Expires: REVISIONS PERMIT # D I - ZY-tly DATE 167 -1— 0 :-) ADDRESS 71,;L GJ: 4RI-6e 1-71&V, CONTRACTOR PH # ef07= P-c?q S6Sti' FAX # 'ef07 - -S-57C DESCPRITION OF REVISION: I-rcA s S t. UTILITIES fir,, FIRE I I'Dr4"col TERRA FIRMA CONSTRUCTION MANAGEMENT INC. November 26, 2002 City of Sanford Dan Florian, Building Official PO Box 1788 Sanford, Florida 32772-1788 Re: Pre -power Inspection Request for All Star Car Wash 712 West Lake Mary Blvd. Sanford, Florida 32771 ti To Whom It May Concern: This letter is written to request a pre -power inspection for the address referenced above. Please be advised that such building will not be occupied until the Certificate of Occupancy has been released. Sincerely, S-<; I Scott Scruby, Owner STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this November 26, 2002 by Scott Scruby, Owner'of All Star Car Wash who is personally known to me and who produced no identification and did not take an oath. Signature of Notary Public: State of Florida, County of Orange ;'.tA"P Bettin J. Karpinski, Jr. z4p. :Commieaion CC 913869 s Expires March 26, 2004 My Commission Expires: 0°•1fi; I, , . Mill inr POST OFFICE BOX 618063 ORLANDO, FLORIDA 32861-8063 OFFICE 407-294-5656 FAX 407-294-5576 CIS .Y OF SANFO'RD LE,: ; 1CrA1: PEf IAITxAPPLIC 1 0}N Permit Number:',—, Date: ( v The undersigned hereby applies for a permit to install) the following electrical: Owners Name: U / 1 i+- ` 0e1 U Address of Job: Electrical Contractor: ( C,A— e ICri G. Residential: Non -Residential: v By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. pplicant's Signature State License Number 3-0 Z VAJF- I ILa+ebynaameandappaint 'f or A %'I of (_ 0 PG tube amy lawful emomeyin bdto act for me and apply to be pell£ounod at a bocW= descaged as: Saban Townft Ramp Lot. Block Subdivision OFXW) OFPROPMYAMAI MMM and to sixam9 name and do all ddam mess m fins amoinbna t Sworn i o and_ sobscn'bed me this L Day of AZor AD. 200 Z NateiyPnblic, State of IdY COMMISSION 0 CC93w Wm / A7 May 15, 2004 tfh goM*DTMIPJUMFAIN YJtUR WXW- S*Oatmv My Coam nbsion Fes: ox REVISIONS PERMIT # 01 c P 39 j DATE /o- I--oz ADDRESS 1",sg— cr, /?/ v19 CONTRACTOR arrd PH # Ltd 7- 7zf_ <x FAX # ;L-91-f - SS 76- DESCPRITION OF REVISION: me_,L a',,"nl Jy,9s,/> UTILITIES FIRE d /!lo i i /o/i/faa. BLDG(4 a FEMA REC'd SLAB REC'd INSPECTOR REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION NEW COMMERCIAL BUILDING**** DATE 10 ' 0' PERMIT ADDRESS---Tk ) L,ln • PROJECT('° CONTRACTOR7-0—I C,— The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your Engineeri 111M& Public Works Zoning Utilities Licensing Conditions: (to be completed only if approval is conditional) To Certificate Of Occupancy Addendum Owner: Allstars Car Wash Address: 712 W Lake Mary Boulevard Date: 01/10/03 Reason for Disapproval: Conditional Agreement: 1. The inability of the Retention Pond to recover as approved (dry bottom) shall be corrected by February 15", 2003. 2. The grading North side of the concrete wall have to be compacted and elevated to allow the water to flow through the holes in the wall for that purpose. Please correct it by February 15", 2003. Applicant shall call Engineering Department (407-330-5652) for re -inspection. F:\SHA—ENG\DeveIopment Review\06-Post ApprovahCertificate of Occupancy\O.TEMPL.CO SLAB REC'd INSPECTOR. REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION NEW COMMERCIAL BUILDING"""" DATE % 010 PERMIT # ADDRESS PROJECT CONTRACTOR The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for theS dress. if you have any issues thasubmit a statement for denial of C Otor a the contractor will need to address, please conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering Fi 93 Public Works Licensin Utilities Conditions: ( to be completed only if approval is conditional) i'tmki mnJ _ ' U SLAB REC'd INSPECTOR REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION NEW COMMERCIAL BUILDING**** DATE 1 ' 0? V PERMIT # C) \ @ -:), V :s c, ADDRESS---T Lt . LY-, Cy co,-c -&v PROJECT fir' `5 - CONTRACTOR f.. The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering Fire Public Works Zoning Utilities" r I lucensinU 6110 Conditions: (to be completed only If approval is conditional) LMBC0401 CITY OF SANFORD Address Misc• Information Maintenance 12/27/02 16:27:57 Location ID . • • • • • • 244155 Parcel Number Alternate location ID Location address • • • • • 712 W LAKE MARY BLVD Primary related party Type information, press Enter• Sequence Code(F4) App Free -form information Date 1.00 CSVC U 1-WA METER SET FEE *235.00 PD 11-25-02 112702 2.00 CSVC REC*5486 112702 3.00 4.00 — 5.00 — 6.00 7.00 8.00 9.00 — 10.00 Special notes More... F2=Address F3=Exit F5=Notes display F6=Change display F10=Subdivsion Notes F12=Cancel LMBC0401 CITY OF SANFORD Address Misc. Information Maintenance 12/27/02 16:27:12 Location ID . . . . . . Parcel Number . . . . . Alternate location ID - Location address . . . . Primary related party - Type information, press Sequence Code(F4) App 1. oo CSVC 1LT. 2.00 CSVC !!T 3.00 CSVC !!T 4.00 CSVC U1 5.00n0 S Lt. .LT2 7.00 CSVC Y.L. 8.00 CSVC .ill 4.00 CSVC U 10.00 CSVC Im F2=Address F3=Exit F10=Subdivsion Notes 118515 11.20.30.503-0000-0010 712 W LAKE MARY BLVD ANTHONY V SCRUBY Enter - Free -form information 19riiiI3kdA:S17 MgIIFAIT% 1; MM 11 is / / / F5=Notes display F6=Change display F12=Cancel F16=Related pty data Special Date notes 33092 _ 33092 _ 3309.2 _ 33092 _ 120193 _ 120193 6 IL _ 60602 _ 60602 _ More--- F9=Parcel Notes LMBC0401 CITY OF SANFORD 12/27/02 Address Misc. Information Maintenance 16:27:12 Location ID • . • • • . • 118515 Parcel Number • . • • • • 11.20.30.503-0000-0010 Alternate location ID Location address . • • • • 712 W LAKE MARY BLVD Primary related party ANTHONY V SCRUBY Type information, press Enter. Special Sequence Code(F4) App Free -form information Date notes 11.00 CSVC ONE OR TWO MORE METERS BESIDES THIS ONE 60602 _ 12.00 CSVC THEY ALREADY HAVE ... JMK 6-5-02 60602 _ 13.00 14.00 15.00 16.00 _ 17.00 18.00 19.00 More ... F2=Address F3=Exit F5=Notes display F6=Change display F9=Parcel Notes F10=Subdivsion Notes F12=Cancel F16=Related pty data SLAB REC'd INSPECTOR REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCYICOMPLETION NEW COMMERCIAL BUILDING**** DATE 2 ' r'© 2q PERMIT ADDRESS PROJECT--- Q- CONTRACTOR The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. if you have any issues lden al of C.O. tor a the contractor will need to address, pease submit a statement for conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineerin Public Works Zonin Licensin Utilities Conditions: (to be completed only if approval is conditional) t'LMH Kt-' U SLAB REC'd INSPECTOR REQUEST FOR FINAL INSPECTION i CERTIFICATE OF OCCUPANCY/COMPLETION NEW COMMERCIAL BUILDING**** DATE PERMIT # L)` 1 "3 I / ADDRESS---' L C--J— i-- ' VC1 PROJECT kN_r CONTRACTOR74-10 . Lnf% The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering Fire Public Works Utilities Licensing FEDERAL EMERGENCY MANAGEMENT AGENCY' NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE O.M.B. No. 3067-0077 Expires July 31, 2002 Read the instructions on pages I.7. SECTION A - PROPERTY OWNER INFORMATION NAME For Insurance Company Use: Policv Number Scott Scrubby BUILDING STREET ADDRESS (including Apt., Unit, Suite, andlor Bldg. No.) OR P.O. ROUTE AND BOX NO, Company NAIC Number 712 W Lake Mary Blvd. CITY STATE ZIP CODE Sanford Ft 32772 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Parcel ID# 11-2D30-GAN-0000-025A BUILDING USE (e.g., Residential, Non-residential, Addition, Acoessory, etc. Use a Comments area, if necessary.) Commercial Car Washl LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): fP - #ff - ##.W or ##.###t# NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2 COUNTY NAME B3. STATE Sanford City of 12D294 Seminole I FL B4. MAP AND PANEL 8 5. SUFFIX 97. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTNEIREASED DATE BB. FLOOD ZONE(S) (Zone AO, use depth of Wing) 12117COC I E 4.17A5 4.17.95 1 X NA 1310. Indicate the source of the Base Flood Elevation (BFE) data or Lase flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): WA B11. Indicate the elevation datum used for the BFE in B9: NGVD 1929 NAVD 1988 [1 Other (Describe): WA 612 Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Constriction Drawings` Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number I (Select the building diagram most similar b the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, VI-V30, V (with BFE), AR, ARIA, ARIAE, ARIA1-A30, AR/AH, ARIAO Complete Items C3.-a4 below according to the building diagram specified in Rem C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided I the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD29 Conversbri/Comments Elevation reference mark used See Section D Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (r>duding basement or enclosure) 49. PLO) o b) Top of next higher floor WA . _ft.(m) V o c) Bottom of lowest horizontal structural member (V zones only) WA. o d) Attached garage (top of slab) WA. ft.(m) w V o e) Lowest elevation of machinery ardor equipment 5 servicing the building (Describe in a Comments area) 49.PLO) E to o Q Lowest adjacent (finished) grade (LAG) 42 . Y 1(m) Z . o g) Highest adjacent (finished) grade (HAG) 49. 4 LM o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade W o ) Total area of all permanent openings (flood vents) in C3.h WA sq. in. (sq. cm) SECTION D - SURVEYOR. ENGINEER OR ARCHITECT CERTIFICATION J V 1` V, This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, A and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code Section 1001. CERTIFIER'S NAME John S Barnhill LICENSE NUMBER PSM 5449 TffLEVIce President COMPANY NAME Geomaft Land Surveyors, Inc. ADDRESS CITY STATE ZIP CODE 2902 SMU Blvd_ Orlando FL 32817 407) 673-M FEMA Fo 81-31, JU 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS (krd014 Apt, Unit. Suite, andlor Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 712 W. Lake Mary Blvd. CITY STATE ZIP CODE Company NAIC Number Sanford, FL 32772 SECTION D - SURVEYOR ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenycompany, and (3) building owner. COMMENTS Elevations based on site BM shown on survey R. Bleb Kitner PSM 3382 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. Ell. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed -see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ fL(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 4 the next higher floor or elevated floor (elevation b) of the building is _fL(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here 9 attachments y • SECTION G - COMMUNITY INFORMATION (OPTIONAL) Theik .al otfiaal who'is authorzed by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Ceruficaie. Complete 1tiH u pplica5le items) and sign below. I, [j T?he itibrmation inSoction C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to ce'rlify 6evation infomration. (Indicate the source and date of the elevation data in the Comments area below) G2. A corrnurpty official completed Section E for a building located in Zone A (witirout a FEMA-issued or community ssued BFE) or Zone A0. C 3. T; a foboiriu information (Items G4-G9) is provided for community floodplain management purposes. G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as-buirt lowest floor (including basement) of the building is: Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: — _ fL(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here 9 attachments FEMA Form 81-31, JUL 00 1 ..• • • .• - Geomarks Land Surveyors, Inc. Professional Land Surveyors Fax (407)673-0710 Janurary 13,2003 City of Sanford Building Division PO Box 1788 Sanford, Florida 32772-1788 2902 SMU Blvd. ido_ Florida 32817-2513 RE: Parcel ID# 11-20-30-5AN-0000-025A AKA 712 W. Lake Mary Blvd. Sanford, Florida 32772 To Whom It May Concern, The finished floor elevation of the structure located at 712 Lake Mary Blvd, Sanford Florida, meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec.%=Crr 6-7(a). L , ' - , ' '`, Sincerely; C Jo S: Barr1iill; PS. Certificate Of Occupancy Addendum Owner: Allstars Car Wash Address: 712 W Lake Mary Boulevard Date: March 31, 2003 Reason for Disapproval: None Conditional Agreement: 1. The inability of the Retention Pond to recover as approved (dry bottom) shall be corrected by February 15"', 2003. Received letter from Yovaish Engineering Sciences stating that the required corrective work has been completed and although the pond is recovering slowly, it will recover as required. (DLR 3131103) 2. The grading North side of the concrete wall have to be compacted and elevated to allow the water to flow through the holes in the wall for that purpose. Please correct it by February 15", 2003. This work has been completed. (DLR 3131103) F:\SHA_ENG\Development Review\06-Post ApprovaMertiticate of Occupancy\O.TEMPL.CO Plans Review Sheet Date: August 20, 2001 Business Address: 712 Lake Mary Blvd. Occ. Ch. 26> Business Business Name: All Stars Hand Car Wash Ph. (407)599-0222 Contractor: Espirt, Inc Ph. (407)322-6831 Fax (407) 322-1666 Reviewed: [) Revt 'ewed with Comment: [A], Rejected: [ I Reviewed By: T. L. Robles D-_ Comments: Plans reviewed as Business Occupancy. FD reserves right to require applicable code requirements if occupancy use changes. 1.1 Application — New Building, 2,100 sq.ft. Special Structure 4,447 sq ft 1.2 Mixed — No ;however one hour separation required for wall separating business waiting area, and auto washing area. 1.3 Special Definitions — (None) 1.4 Classification of Occupancy — Business type (b) L.S. C. 1.5. Classification of Hazard of Contents — Ordinary (SEC 4-2) 1.6 Minimum Construction — N/R 2.2 Means of Egress Components — O.K. ( One person per 100 sq. ft 18 occupants maximum in waiting area) 2.3 Capacity of Egress — O.K. 2.4 Number of Exits — O. K. 2.5 Arrangement of Egress — O.K., will field verify 2.6 Travel Distance — O.K. 2.7 Discharge from Exits — O.K. , will field verify 2.8 Illumination of Means of Egress — O.K., will field verify 2.9 Emergency Lighting — O.K. ,will fteld veri) r 2.10 Marking of Means of Egress — O.K., will field verify 2.11 Special Features - (Reserved) 3.1 Protection of Vertical Openings — N/N 3.2 Protection from Hazards -One (1) hour fire residence -rating area separating waiting area and auto wash; with openings therein protected by 3/ hour ratedfire protection self -closing doors. 3.3 Interior Finish — 3.4 Detection, Alarm, and Communications - Not required 3.5 Extinguishing Requirements — as per NFPA 10; (3) three> 3a40BC Fire extinguishers required (see blueprints) ONE (1) 4A60BC rated fire extinguisher in equipment room. 3.6 Corridors — No corridors 4 Special Provisions — 5 Building Services 5.1 Utilities — as per LSC 7-1 5.2 HVAC — as per LSC 7-2 5.3 Elevators, Escalators, Conveyors (4A-47) — N/A 5.4 Rubbish Chutes, Incinerators, and Laundry Chutes — N/A SANFORD CITY CODE — CHAPTER 9 Fire Sprinklers - Not required Monitoring —OTHER — NFPA 1 Fire Lanes 3-6.1 Key Box Not required 3-7.1 Bldg. Address Number Posted & Legible Post in six inch numbers see blueprint 2 4 Whole Building Performance Method for Commercial Buildings Form 400A-97 4 • ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION t Florida Department of Community Affairs FLA/COM-97 Version 2.2 PROJECT NAME All Star Hand Wash PERMITTING OFFICE: ADDRESS: Lake Mary CLIMATE ZONE : 5 T:., " Lake Mary t . PERMIT NO: OWNER: JURISDICTION NO: 691700 AGENT : BUILDING TYPE: EstablishmentsService CONSTRUCTION CONDITION: New construction DESIGN'COMPLETION: _Finished Building NUMBER OF ZONES: 2 CONDITIONED FLOOR AREA: _1800 MAX. TONNAGE OF EQUIPMENT DER SYSTEM: 9 M ",'COMPLIANCE CALCULATION: j DESIGN CRITERIA I RESULT METHOD A h,----------------- A!, -BUILDING 57.85 100.00, PASSES. WHOLE r rPRESCRIPTIVE REQUIREMENTS: r LIGHTING fPASSESfUIREMENTSLIGHTINGCONTROLREQ HVAC EQUIPMENT COOLING EQUIPMENT 10.00 10.00 PASSES 1.'SEER HEATING EQUIPMENT N/A 1. Et 1.00 AIR DISTRIBUTION SYSTEM INSULATION REQUIREMENTS 6.00 PASSES 1. Unventilated 6.00 0.00 N/A 2 . No Ducts 0.00 REHEAT SYSTEM TYPES USED NO REHEAT SYSTEM is USED WATER HEATING EQUIPMENT 0.91 0.77 PASSES 1. EF PIPING INSULATION REQUIREMENTS 0.60 PASSES I. Non -Circulating 1.50 COMPLIANCE CERTIFICATION: Thereby certify that the plans and Review of the plans and specifica- by this calculationspecificationscoveredbythiscalcu- tions covered indicates compliance with the lation are in compliance with the 36 F.W'Florida Energy Efficiency Code. Florida Ener Effic'e Before construction is completed, PREPARED BY thisj uilding will be inspectedDATEOforcomplianceinaccordancewith hereby certify that this building is Section 553.908,.Flor' tes. I in compliance with the Florida Energy BUILDING OFFICIAL: 1-3-01 Efficiency Cqde. DATE: OWNER/AGENT: t , i DATE: a is • r , t t Zh, r .ice •; r a f r"' l er - TI-hereby certify(*) that the system design is in compliance with the Florida tEnergy Efficiency Code. f',, SYSTEM DESIGNER REGISTRATION/STATE ARCHITECT : 1iCHANICAL: PLUMING ELECTRICAL: LIGHTING : f,(*) Signature is required where Florida law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. t ~ v .J 4 • t t r t i 3 4 1 1 . 11 BUILDING ENVELOPE SYSTEMS COMPLIANCE CHECK 401._--- --- GLAZING --ZONE 1------------------------------------------------ v- Elevation Type U SC VLT Shading Area(Sgft)I North Commercial 1 1 1 Continuous Ove 661 East Commercial 1 1 1 Continuous Ove 961 East Commercial 1 1 1 Continuous Ove 211 South Commercial 1 1 1 Continuous Ove 451 South Commercial 1 1 1 Continuous Ove 961 Total Glass Area in Zone 1 = 3241 401.------GLAZING--ZONE 2------------------------------------------------ v- Elevation Type U SC VLT Shading Area(Sgft) I I North Commercial 1 1 1 None 01 4402.------WALLS--ZONE Elevation Type Total Glass Area in Zone 2 = 01 Total Glass Area = 3241 1------------------------------------------------I--- U Insul R Gross (Sgft) I North 8"CMU/3/4"ISO Btwn 24"oc/5/8"Gyp 0.121 5 I 2001 South 8"CMU/3/4"ISO Btwn 24"oc/5/8"Gyp 0.121 5 2001 East 8CMU/3/4"ISO Btwn 24"oc/5/8"Gyp 0.121 5 9001 Total Wall Area in Zone 1 13001 A02.------WALLS--ZONE 2------------------------------------------------I--- Elevation Type U Insul R Gross(Sgft)I I North 8"CMU/3/4"ISO Btwn 24"oc/5/8"Gyp 0.41 0 4161 South 8"CMU/3/4"ISO Btwn 24"oc/5/8"Gyp 0.41 0 4161 West 8"CMU/3/4"I&O Btwn 24"oc/5/8"Gyp 0.41 0 14401 Total Wall Area in Zone 2 = 22721 Total Gross Wall Area = 35721 403.------DOORS--ZONE 1------------------------------------------------ I --- Elevation Type U Area(Sgft)I I North No doors 0.00 01 I- f - T t 1 D Ar Zone 1= 01oaooreain 403.------DOORS--ZONE 2------------- ----------------------------------- I --- Elevation • ,Type U Area(Sgft) I I North 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 1441 South .1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 1441 West 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 421 Total Door Area in Zone 2 = 3301 Total Door Area = 3301 404.------ROOFS--ZONE 1 ------------------------------------------------ Type Color U Insul R Area(Sgft)1 I Shngl/1/2"WD Deck/WD Truss/9" B Dark 0.03 30 18001 Total Roof Area in Zone 1 = 18001 404.------ROOFS--ZONE 2------------------------------------------------1--- Type, Color ;TU Insul R Area(Sgft) I I Shngl/1/2"WD Deck/WD Truss/9" B Dark 0.03 '30 23401 Total Roof Area in Zone 2•= ^23401 Total Roof Area = 41401 405.------FLOORS-ZONE 1------------------------------------------------ I--- Insul R Area(Sgft) l 1--.-,---------- - 1 Slab.on•Grade/Uninsulated 0 1800 I r Total Floor Area in Zone 1 = 18001 405.=-=---FLOORS -ZONE 2------------------------------------------------1--- y ' Tyyk e, I Insul R Area(Sgft)!l Slab ` onGrade/Uninsulated 0 23401 Total Floor Area in Zone 2 = 23401 Total Floor Area = 41401 40.;------ INFXLTRJ TION--------------------------------------------------I--- u I CHECKI Infiltration Criteria in 406 . 1 . ABCD have been met. I I MECHANICAL SYSTEMS CHOCK k HVAC load sizing has been performed. (407 1 ABCD) I I Jr. r •407,.----- COOLING SYSTEMS-----------------------------------------------i--- TypeNoEfficiencyIPLVTonsr----------------- I j' *` 1. ;Split System 1 10 0 5.001 Cooling - System 0 0 0 0_00 I 4U•_ --- 3.r_----- iiEATiNG SYSTEMS -------------------------------------------- Type NO Efficiency BTU/hr 1 v. rElectric Resistance 1 1 341001 I', -. T ; el . 0 2. No Heating System 0 01 or a09.------VENTILATIONP. --------------------------------------------------- I--- 4q I CHECK r Ventilation Criteria in 409.1.ABCD have been met. I r 410..- r---- AIR DISTRIBUTION SYSTEM ---------------------------------------- I--- CHECK I I-----1--- Duct sizing and design have been performed. (410.1.ABCD) I I ARU Type Duct Location R-valuel al Alr conciltloners--•----------------- vnventslateci--------- i 2 , Nonce (X7n0C0n4Lti s -0W0A Zoo) No Ducts C I r , ram' ' CHECKI I-----I--- Testing surd balancing will be performed. (410.1.ABCD) I I 411.-----PUMPS AND PIPING -ZONE -----------------------------------------1--- Basic prescriptive requirements in 411.1.ABCD have been met. 1 I PLUMBING SYSTEMS 411'.- r•---- PUMPS AND PIPING -ZONE r Type Circulating 411:------ PUMPS Type 1--------------------------------------- I--- R-value/ in Diameter Thicknessl I 0 0 001 ANDPIPING-ZONE-•• 2----------- ------------------------------ ----------- 0 ------------------------ I INon- Circulating r 412 .----- W^TaR HZ2ATIZd0 Type i R- value/ in Diameter Thickness) 6 ----- 75 1 5 9YSTDM3-SON37 1----- -- !r----------- I--- „ Efficiency StandbyLoss InputRate Gaxlonsl i i i r•-, 12'.`''HEATING SYSTEMS -ZONE 2---------------------------------- I--- Type Efficiency StandbyLoss InputRate Gallons 9500-------12011.- <=12' kW, .91 .91 i .0 ELECTRICAL SYSTEMS 1 _ 1L, ' CHECK I 04, 413;`-r=- -ELECTRICAL•POWER DISTRIBUTION---------------------------- -----I--- Metering criteria in 413.1.ABCD have been met. I I 41C.-----MOTORS ---------------------------------------------------I-----I--- r.' , .t; Moor .efficiencies in 414.1.ABCD have been met. I I 415.-----LIGHTING SYSTEMS -ZONE 1---------------------------------------I--- Space,Type No Control Type'l No Control Type 2 No Watts Area(Sgf I ti T_ype F(Ser 1 On/Off 6 On/Off 2 3320 18001 Total Watts for Zone 1 = 33201 Total Area for Zone 1 = 18001 415.-----LIGHTING SYSTEMS -ZONE 2----------------------I--- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)l I Unlisted S• 1 On/Off 6 None 0 3260 23401 Total Watts for Zone 2 = 32601 Total Area for Zone 2 = 23401 Total Watts = 65801 Total Area = 41401 I CHECK I Lighting criteria in 415.1.ABCD have been met. I I 16. Oporation/:e wiatoaanao n as uwl will be provided to owner. (102.1) 1 I 4. a ti 7 1F k WATER HEATING SYSTEMS -ZONE 2 ---------------------------------- Type Efficiency StandbyLoss InputRate Gallonsl 1. <------ kW------------------- ---------- ---------- ---------- ------- 1201129500 J ELECTRICAL SYSTEMS CHECKI 413 ------- ELECTRICAL POWER DISTRIBUTION------------------- I I--- F'• Metering criteria in 413.1.ABCD have been met. 0. 414 ------ MOTORS --------------------------------------------------- Motor efficiencies in 414.1.ABCD have been met. 415 ------ LIGHTING SYSTEMS -ZONE I --------------------------------------- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sqft)j 41_:Type ,F(Ser I On/Off 6 On/Off 2 3320 18001 Total Watts for Zone 1 = 33201 Total Area for Zone 1 = 18001 415.'-----LIGHTING SYSTEMS -ZONE 2 --------------------------------------- SpAce Type No Control Type I No Control Type 2 No Watts Area(Sqft)j 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------I Unlisted S - I On/Off 6 None 0 3260 23401 Total Watts for Zone 2 = 32601 Total Area for Zone 2 = 23401 Total Watts = 65801 Total Area = 41401 ICHECKI Lighting criteria in 415.1.ABCD have been met. I 7--: -------------------------------------------------------------- I 16.",Operation/maintenance manual will be provided to owner.(102.1)1 7 -------------- r --------------------------------------------- a I PROJECT TITLE All Star Hand Wash BUILDING TYPE Service Establishments BUILDING LOCATION Lake Mary BUILDING AREA (ft=) 4140 r BUILDING ANNUAL ENERGY USE DESIGN BUILDING BASELINE BUILDING M M th HEATING ENERGY Electric; Resista}ace 14.05 Electric Furnace 45.24 COOLING ENERGY Direct . Expansion 18.63 Air Conditioner (PTAC) 1 13.37 1 DOI STIC HOT ' WATER ENERGY4 Electric DHW Systems) 2.05 2.42 i k • BUILDING MISCELLANEOUSBUILDING 22.05 17.85 Equipment 1.35 1.35 z r SYSTEM.. MISCELLANEOUS 1 1 Fans ,. 4.98 14.52 1 F 't -PLANT -MISCELLANEOUS 1 TOTAL ENERGY CONSUMPTION 57.85 1 100.00 F - - - -- - - - - - - - - - - - - - - PASSES ****** PROJECT TITLE All Star Hand Wash BUILDING TYPE Service Establishments BUILDING LOCATION : Lake Mary BUILDING AREA(ft2): 4140 BUILDING DESIGN : Exterior Lighting Power 0 W EXTERIOR LIGHTING CRITERIA: AREA 01MA OR ALLOWANCE CODE DESCRIPTION LENGTH ,. WATTS Exterior Lighting Power Allowance 0.00 W Not Applicable **** LIGHTING SYSTEM CONTROL REQUIREMENTS: TOTAL EQUIVALENT t=---- SPACE -------- NO. --------- CONTROLS -------- CONTROL POINTS NO. DESCRIPTION AREA TASKS TYPE 1 NO. TYPE 2 NO. DESIGN CRITERIA i - - - - - - - - - - - - - - - - - - - - - - - - 103 Type F(Ser 1800.0 1 ;On/Off 610n/Off 2; 8 > 2 a 48 Unlisted S 2340.0 1 ;On/Off 6;None 0; 6 > 2 PASSES ******** PROJECT TITLE All Star Hand Wash BUILDING TYPE Service Establishments BUILDING LOCATION : Lake Maryj`4 BUILDING AREA(ft2) : 4140 r------- ------------------------------------------------------ iVAC SYSTEM REQUIREMENTS: Cooling System; Measure ;Minim -;Minim.; System ; System ; Result ; Result Type ;#1 42; #1 ; #2 ; Eff.#1 ; Eff.#2 ; for #1 ; for #2 i ' iS)plit Sys. iSEER ', 10.00, *0.001 10.00 0.00 PASSES Heating System; Measure ; Minimum Req.; Efficiency. 11 Result Ele. Resis. ; Et ; ; 1.00 ; N/A sh ******** PASSES ******** s AIR DISTRIBUTION SYSTEM INSULATION REQUIREMENTS: Zone # Duct Location Minimum R-Value Design R-Value Result s 1. Unventilated 6.00 6.00 PASSES 2.. No Ducts 0.00 0.00 N/A--- PASSES ******** PROJECT TITLE All Star Hand Wash BUILDING TYPE Service Establishments BUILDING LOCATION : Lake Mary BUILDING AREA (ft2) : 4140 L------------------------------------------------------------------------- WATER HEATING SYSTEM REQUIREMENTS i---------------------------------------------------------------- Mom' System ;Measure; Minimum Maximumq' Design ; Design ;Result Type ; ; EF / Et ; SL ; EF /.Et ; SL ; i Electric <- 12kW; EF ; 0.7720 ; 0.0000 0.910 ; 0.910 ,PASSES PASSES ******** PIPING 'INSULATION REQUIREMENTS: _____ e _ pipe Insulation Thickness(in)_____- r-_-'-----------------------;---- nimum Req.----' Design Result O.D. (in) , ystean Type t ------+------------+--------------- 0-75--+--------0-601 I 1.50 I PASSES r 'Non=Firculating , ___PASS_______ r ******** PASSES ******** Ifi.}1 k. ! M l c L' L , h' N-Master(c) COMMERCIAL HEAT LOSS / GAIN Based on ACCA MANUAL N MANUAL N Copyrighted (c) 1988 by ACCA Project name Waiting Area I Al Address City/State Lake Mary I W Owner I Builder HVAC contr.. Barnes Htg_________________ t r--- COOLING PARAMETERS Sanford Geographical Location ----> State FLORIDA City North'+Latitude '/' Elevation I 28 ° / 14 Ft. Above Sea Level Relaltive Himidity I 50 % is'ins I 63 FrGa° OutdoorDry Bu76 ° ld (Deg F°) I Outdoor Wet Bulb ( Deg F°) I 76 Indoor Dry Bulb ( Deg F°) I 75 ° 3 Indoor Wet Bulb (Deg F°) I 61.3 ° Outdoor Humidity Ratio I 110° Daily Range I 16 Peak Load Time I 1600 Hours Tepperature Differance (Td)( Deg F°) I 18 ° Cooling Load Td Correction (De F°) ( 3 + r---------------------------g------------------ COOLING SUMMARY -------------- i HEATING SUt4KMY 43268.42 TOTAL LOSS 49374. 92 TOTAL SENSIBLE : 10941 LATENT GAINS TOTALGAIN : 54209. 42 SENSIBLE OVERSIZE @ 20% 8653.684 HVAC Equipment Heating y • .Manufacturer Htg System 10 Kw @ 34.1 MBTU COP/HSPF 1 Cooling Clg System 5 Ton @ 60.0 MBTU S) EER 10 Air Handler Vertical @ 2000 cfm HTG AIR FLOW FACTOR = .045174 CLG AIR FLOW FACTOR _ .050505 ZONE CFM = 1188. 573 ZONE CFM 2185.271 SENSIBLE HEAT RATIO = . 8 r GLASS SOLAR -------------------------------------------------------------- i TYPE - GLASS FACES fr AREA Sc U-VALUE LOSS/BTUH GAIN/BTUH it SINGLE TINT North 66 .45 3418.8 6060.6 861.3 1948.05 SINGLE TINT East 117 .45 7303.8 1586.25SINGLE. TINT South 141 .45 I S s GLASS CONDUCTION --------------------------i-4----------------------------- y SINGLE TINT 66 1296.6 1261.24 SNGLE TINT 117 1.4 2296.2 2233.58 SINGLE TINT 141 1.4 2766.6 2691.15 WALLS----------------------------------------------------------------------- LOSS/BTUH GAIN/BTUH WALL FACES AREA R-VALUE U-VALUE if North 134 5 .122 599.92 259.42 TYPE ,, : Bin-.•CONC . N/W BLK 5 3505.49 3410.75 East' 783 .121 TYPE :8in.CONC.N/W BLK 59 5 .121 264.14 192.75 South TYPE :8in.CONC.N/W BLK 4369.55 3862.92PALLSUBTOTAL f f DOORS ------------NON 4NSTALLED-------------------------- L, r __________________________________________________ CEILINGS ------------------ AREA R-VALUE U-VALUE LOSS/BTUH GAIN/BTUH f ,TYPE, :WD TRUSS W/VENT. ATTIC WITH STANDARD CEILING 1800 30 1998 3942 ROOF COLOR: DARK .03 l , FLOORS----------•-------------------- 0---------81---------- s `SLAB PERIMETER 130 f• 4212 000.00 STRUCTURAL SUB TOTALS 33740.15 18404. 01 VT.iIER SENSIBLE., GAINS N/A 3750PEOPLE15 FLOUR/LIGHTING 320 Watts N/A 1106.34 jt'1 ICAND/LIGHTING 3000 it N/A 9429 INTERNAL GAINS N/A 3000 VENTILATION 225 CFM 1ROOM SENSIBLE 8325 42065.15 4374 40063.35 6309.772 3205.068 i'DUCT LOSS &GAIN 48379.92 43268.42 TOTAL SENSIBLE aLATENT GAINS N/A 3750PEOPLE N/A 7191 VENTILATION 48374.92 54209.42 TOTAL LOAD t i r• OUTSIDE AIR CALCULATION - per ASHRAE 62-69 ,Table 2 OfflCeS r 15 people. 5 cfm -, '15 r II 15'people x 15 cfm = 225 cfm 1 TOTALS 225. cfm 225 cfm required 2.25 1 cfm• provided F. t 3 7• J . C in h k s t r 7 " r its c TERRA FIRMA ALLSTAR CAR WASH ROOF TRUSS LAYOUT 120 M.P.H. WINDLOAD PARTIALLY ENCLOSED ALL HEADERS AND BEAMS BY BUILDER THE TYP. ROOF PITCH IS 6/12 INTERIOR BEARING WALLS ARE SHADED OQ+4l Arl wo om 0 [ to 5 Un wuKiwx Q u uni varrAia it WK mma 110106 wcKmm mmava uiax I KK na A IMTi cart a u KMIL" IF BE KOK [SO[e nnitt( 1 IOt mR APPVA( 1 A° Pmp iin rmbs o IT. ICI ARIKR au: 9/1/O2 TARK Russ m.. g ms" STARS CAR VASH TETRA FIRM t 7 t;/ tz 8. 51 So. i A14., A5 5r 1-4 4- r- RT# C --5pR# I i II i I I II i. ii;.a,ai iii iiii.aii• aiiiii iiiii iiiiii aiii iiiiii iiiiii.iiiiii iaii i iii iy • iii iii, iiiiii,.ia., iiiyi,iiy a,ii i.iii iaii,.• diiiii iiiiii, iii iiiiii:aiii iiioi iiaii.aaii iiaii.ii, i i 0 i I i I i r% i I I OTH ENDS' 1 I I i i i NEW kW mz WAM S'IMa/= WfiGk I AM: i WM MM VAVA: mm vffAll= Mm WA3 I i I I WK 4 i d a I 1 i I it yl Q a V Q' I Q Q,' sip q' a' I i v Q e 1 Qi I Ili 4 I d v a 1 ti I I 1 4 1 1 I a i d a d a Qi I I 4 v a i i n I alp' v II i II i U a raI a N I s I\ I i I II SmmI NDS) W t Nlr :n ' 6rA 4 105- 4 CITY OF SANFORWPLUMBING PERMIT APPLICATION Permit Number 2a Date: —\"A, f-S The undersigned hereby applies for a permit to install the following plumbing: Owner's Name: Address of Job: Plumbing Contractor.Yoc_ Residential: Non -Residential: ft By Signing this application I am stating that I am in compliance with City(6rSqnfojXumbing State License Number CITY OF SANFORD MECHANICAL PERMIT APPLICATION PeRnit Number. © I ' Date: 7' C) The undersigned hereby applies for a permit to install the following equipment: Owner's Name: Address of Job:_7 l , ci - L_&, - y LW Mechanical Contractor:^C-S r C Residential Non -Residential X Nature of Work: a ' 1 ^ S r• cco c r- `a•.r W V0MCN- Ca-t9r Job Valuation: 11U Application Fee: 10.00 TOTAL DUE: By signing this application, I am stating that I am in compliance with Cit of Sanford Mechanical Code. Applicant Signaluki C (--C-p 577700 State License Number CITY OF SANFORD PERMT APPLICATION Permit No.: 1 Date: Job Address: Parcel No.: - I I - a 0 -3 tj- S AA - 00 Q 0 0 A S'-A (Attach Proof of Ownership & Legal Description) Description of Work: 37N 5tc (( 6-roaAA S i 7/1) Type of Construction: Flood Zone: zz- Valuation of Work: $ 8 S 6 Occupancy Type: Residential Commercial Number of Stories: Owner: Sc-GO Address: City: a-, Number of Dwelling Units: Phone No.: Y O 7--77 9- o a Contractor: Address: Fax No.: Zoning: Total Square Footage: Industrial City: 6142 man 1 r'S State: Zip: 3a r)o I State License No.: 67-Ti7OOQD 31-1 Phone No.: lf0 7- 3 3 1 - < Fax No.: 1-10 7- .3 3 1 —3 60eq Contact Person: R % C', IC. Q e w, Phone No.: go-1 331 - 6 I to l Title Holder ( If other than Owner): Address: Bonding Company: Address: Mortgage Lender: Address: Architect: Address: Phone No.: Fax No.: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured 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,Wperty of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent ate SGorT f . 50--ZVeV Dek rrc- f - Pa n Print Owner/ Agent's Name Print Contract I Name 1 i3 Signature of Notary -State of F orida Date Signmure of Notary -State of Florida Date DouylasRClephom 41'%. MY Dip ExPiMs DOCemba 08. 2005 rF''f, Melissa Cameron 0; Commission # DD079918 r Dec. 20, 2005 w iF oQQ` Bonded Thru w " Atlantic Bonding co., inc. Owner/Agent is _ Produced ID Personally Known to Me or APPLICATION APPROVED BY: Contractor/Agent is Personal] Known to Me or Produced ID Date: Special Conditions: Permit No.: Job Address Parcel No.: Description Type of Coi Valuation o Number of Stories: Number of Dwelling Units: Owner: r) r• I i Zoning: Total Square Footage: Address: 1 ll e-- City: /A d te: Zip: Phone No.: `f O a Fa o. Contractor: C Ol Address: d City: 61 Aa m nY tate: _ Zip: License .. 0000 Phone No.: 110 7- 3 I G( o.. `% 7 331 - 3 0 Contact Person: • " C, iC EZ Vr Phone No.: 1331 - (p I Title Holder (If other than Owner): Address: Bonding Company: Address: Mortgage Lender: Address: Architect: Pho Address. Fax No.: Application is hereby made to obtain a p to o t11e w k and insta lions as indicated. I certify t t no ork stallation has commenced prior to the issuance of a it d tha work w' 1 be per rmed to meet st ds f I la regulating constructioninthisjurisdiction. 1 understand that a separaN,ANKS, ermit must be se r EC RIC W K, ING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERand AIR COND ION , et OWNER' S AFFIDAVIT: I certify that all of the foregoing informatio ' accurate d at a work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO O : Y LW FA URE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR 1 VEMEN O 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 perty of the requirements of Florida Lien Law, FS 713. 3 0'n Signature of Owner/Agent Date Signature of Contractor/Agent Date Dc kcc_ A_,_Reo_n - Print Owner/Agent's Name Print Contract Name i Signature of Notary -State of Florida Date 'Signature of Notary -State of Florida Date IV t!!issz Cameron C011 issi0n # DD079915 Expires Dec. 20, 2005 y, 7t" O; SIP` A1aed Bonded Co„ in.,:, Owner/ Agent is Produced ID Contractor/ Agent is Personal) Known to Me or Produced IDI ( /; APPLICATION APPROVED BY: Date: />--CD 3 - d Z Special Conditions. Av-s - 0 C tb Spa -1. 1 x \ e ` n o i. xa ;ar+ n o 9n `f'/e of {a ca cd 6Ao be i A5 no fZ,c4,4A 4A. aaapipl` Sib `fl e _ •_ C no W -4.w. 17r U •(1,4 .... C++••e.CLU Personally Known to Me or CITYOF,/j S.ANFORD ELECTRICAL APPLICATIONN PERMIT NO. / 3' f(Ovf DATE:' THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING ELECTRICAL WORK: OWNER'S NAME: SGo -tf S C( L / Vy ,/ (ALL —5 rAoi CAI- 1 Llw) ADDRESS OF JOB: —!Zia L k - I Y eL-V13 l - ELECTRICAL CONTRACTOR: RES NON-RES Subject to rules and regulations of the city electrical code: By signing this application I am stating I am FtvmpHqnce with City Electrical Code Applicant' s Signature tJ States License! F 111110Boni Room 11111ME 01111111111111011111111111111 THIS INSTRUMENT PREPARED BY: , NAME: t c- 9-,lv-7 ADDRE S:_1 3 CJ I E K 3 6' NOTICE State of Florida Permit No. MARYANNE MORSEL CLERK OF CIRCUIT.COURT SEMINOLE COUNTY BK 04625 PG 1096 CLERK' S # 2002989213 OF COMMENCI '1/ls LN llt it56 AM RECORDED BY L McKinley Tax Folio No. (PID) 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 PRO X Legal description of the property and street address) mrewnnlll, rr MOFM CLERK OF CIRCUIT CO.URI' GENERAL DESCRIPTION OF I 1 IPROVE ENT SEM E COY ONDA OWNER INFORMATION Name and address A %/Sfa r.5ry • / 711ce cc r t ,iS k Interest in property (Fee Simple, Partnership, etc.) 16ti ( ems J-er /iic . I- 9-L - 3Z 773 NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER. (IF OTHER THAN OWNER) CONTRACTOR Name and address errc+- L /rn, et- SURETY ( Bonding Company) Name and address F/ orioi a _SyreyLy 1 Ji1elsAmount of Bond LENDER Name and address DD 4mrLsta 6, clzp ACe- Imo.,-'1 DEC 10 2002 HlGrrl- / nC . eo. dog G19063 0r1c,-t%y4 rQ • _?Z86 7szoi- 7oo Aectr/ SMeel- 14ea IS -Ul A4114S, TX, 7,12y Persons within the State of Florida designated by Owner upon whom notice or other documents may be served as provided by Section 713. 13(1)(a)7., Florida Statutes: Name and address Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes: Name and address: In addition to himself, Owner Designates To receive a copy of the Lienor's Notice as of Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement The expiration date is 1 year from date of recording unless a different date is specified.) rx*' 4 Douglas R Cleghom My Commission DD054517 L Expires December 08. 2005 c- vv Signature of Owner S <. c, t- R , i Scrv6y Swo to and sub ibed b fore me this 3 j` C! Day of /` arc. r Z My Commission Expires: Notary Public The foregoing instrument was acknowledged before me this day of by Name of person acknowledged), who is personally known to me or who has produced ( Type of identification), .as identification and who did/did not take and nnth Licensing Portal - Licensee Details Page 1 of 1 Log On U Public Services Search for a Licensee Apply for a License View Application Status Apply to Retake Exam Find Exam Information File a Complaint AB&T Delinquent Invoice Activity List Search User Services Renew a License Change License Status DBPR Home i Online Services Home I Help i Site Map 11:56:54 Al Licensee Details Licensee Information Name: REAM, RICHARD NELSON (Primary Name) ALL EXOTIC INC DBA MEDIA 1 GRAPHIX Name) Main Address: 6613 BYWOOD RD ORLANDO, Florida 32801 Lic. Location: 1301 E HWY 436 ALTAMONTE SPRINGS, FL 32701 United'. Seminole Maintain Account License Information Change My Address License Type: View Messages Rank: Change My PIN License Number: View Continuing Ed Status: Licensure Date: Expires: T Term Glossary Online Help Special Qualifications Sign Specialty Orange Reg. Specialty Contractors (ET) Reg Specialty 319 Current, Active 10/18/1994 08/31/2004 View Related License Information View License Complaint Effective Date New Sea c6i L- I Terms of Use i I Privacy Statement I https://www.myfloridalicense.com/licensing/wl l3.j sp;j sessionid=DGOAFNJPMIPPkKj 9f-zI< 12/4/2002 POWER OF ATTORNEY DATEJ l 11-a4p, I HEREBY NAME AND APPOINT b ,I'J ca Rea w) TO BE MY LAWFUL A TORNEY INACT TO ACT FOR ME AND APPLY TO THE am _ BUILDING DEPARTMENT FOR A PERMIT FOR WORK TO BE. PERFORMED AT A LOCATIO9 DESCRIBED AS: ADDRESS OF JOBS OWNER O ROPERTY AND ADDRESS) AND TO SIGN MY NAME AND DO ALL THINGS NECESSARY TO THIS APPOINTMENT. TYPE OR PRINT NAME OF CONTRACTOR) THE FOREGOING INST W OWLEDGE BEFORE ME THIS SIGNA OF CONTRACTOR) tEtTIFINATION PRODUCED AAND NOT TAKE OATH. STATE OF FLORIDA COUNTY OF V`n TARP) MY COMMISSION EXPIRES: boo" ^t Douglas R Cleghom My Commission DD054517 or n Expires December 08, 2005 CAR WASH 8 DETAILING CENTER 10/29/02 To whom it may concern, This letter is to authorize Media 1 Graphix and or it's agents to pull permits and install signage at ALL STAR Car Wash. Located at 712 Lake Mary Blvd., Sanford, FL.. 30 -DZ Scott Scruby, owner Notary e Douglas R CWO m a My Commission DD05451X17 w Expires December 08, 2005 CAR WASH DETAILING CENTER 10/29/02 To whom it may concern, This letter is to authorize Media 1 Graphix and or it's agents to pull permits and install signage at ALL STAR Car Wash. Located at 712 Lake Mary Blvd., Sanford, FL.. Ge '0-30 Scott Scruby, owner Notary P D0 R C°gh°m My CorrMnisslon DD054517 a W December OE. 2005 Brick Planter_ CAR WASH ETAILING CENTER HAND WASH SPECIAL_ TODAY10 SPECIAL $9.99 i 0 712 --- '- I 4'_8" 0 CV Approval Signature Vr I Brick Planter a1 712 Approval Signature z/1 fIA* 1V- 4 to/2 s oz ab/2945576 TERRA FIRMA CMI PAGE p? SIy J C30C. - It" j06 A M fJ • ALL STAR CAR WASHsA SIGN DETAIL/SIDE SEa, • , ,, • , C'TION LRiv k; SCALE'/," 9Cb co c. a Q OQ o y Q u N cn It Uq FAQ:smia--. It It L Lu P A P e I I• O t a - d ? 4 a a v a r 0 y ` N.T.S . 0 TEM mut cw 407-294-5656 40 4. WADI. WEIs7 Srt EE. 4 0 2 v'eIEP 5 x tQ x 4- Co•tc.• Tl N 2• 4*5`S a au o•G•S.W. aEVISeo Fr& vi" . I l I2l Brick Planter__,,. CAR WASH 0,4 7/yApprovalSignature J Urj= 1b:14 loC 5 02 407294557E TERRA FIRMA CMI PAGE 02 4RSi;"'s;l1:Z•:: /fray , • SIy J 130L - P" a V ALL - "•o -. STAR CAR WASH u f SIGN DETAIL/SIDE SECTION SCALE Y4" Sid. ir u.l5t Ree`+LtJ1 A C. a CCFir 2 O, e. `° -P s OrQ tzl H c Oro NUQ FA4Zl5mla-*, H9kiAt- ToaLgp S•atios_ 11" L P a P A i OfZ L Aea a v a - 0 ! EIM j Dut4, c 407-294-5656 40 a.. d7 GG Q 1 Pe WELlc> R i i. 2?C Z x 11 1t1EEt.•• 4 E v7elEP i G 1.1 J LaACys t2o .t-:., kV t5 e o FTC, v " . (I 12l (v2- 1!5 . I lh .V• O bLU4-r, rr, 1 v j HLLI rn 1 gOUN EL 71 X 1 1 Gj' X t4) I o t X A 1 I I LnD •cr zo o Kp rn, I1 11 VACCUM 180 BE CFj. 1 D , I c II II X tK X F.F.E. 49.50 (h 6' TO ALLOW SBOTTOM TORM LOCK EVERY OFF TORM WATER LINE PROP. n I I I I TO FLOW THROUGHT I I I 1 1 12' p Ex ST II 1I II 1 21 4 x 8' , y GRADE A r I I 10' 18' 20 • —' f 1 / 111111 48 10 , 1 PAV VERT. 4 y ( Y 1 1 1 1 1 CURBZ y 11 oTYP , C ICAL WALLSECTION11 11 O CO , J X 0 TURNED BLOCK I I 1 1 00" H ALT 48 J Z Nlb c Z x t). x t 0 1 1 FENCE SEESILT E CEt N\GHpp Nj ° DTL. SHT. 2) x tx P x 2 o . z A X + C + 9 2 9 0 ROSION CONTROL BARRIER 1 \(L E X D) QUj o 5 S. CURB E Q i?T. i aS V 7SlJ S I8LP ANGER so 0b^ c P H AL T ' 2 R'' x I " . E WALK LE Ik o S E ; V66, O o F oRvw Qj EX Q N C001R OU1N N S PiS A A> ix . 32" O. C. 6s BP ES A Rv WA APRp , SECV R V6 8 EA. DIRECTION st - / tK b 9A o , \ o v o, i 1SITE DATA DESCRIPTION SQ. FT. ACRES OF SITE SITE AREA 40, 056 0.92 100.0% PROP. BLDG. AREA 4,620 0.11 11.53% PAVEMENT 20,819 0.48 51.97% IMPERVIOUS AREA 25, 439 0.59 63.51% LANDSCAPE AREA 14, 617 0.33 36.49% SANrbhb 13UIL0!G DEPT. THESE PLANS ART REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE_, CANCEL, ALTER, OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING DEPT FROM THEREAFTER REQUIRING A CORREC- TION OF ERRORS ON THE PLANS. CONSTRUCnQN OR OTHER VIOLATIONS OF THE CODES. PERMIT # 03-U OFFICE COPY POWER OF ATTORNEY DATE: 'off S O I HEREBY NAME AND APPOINT ebcA `ems rn TO BE MY LAWFUL ATTORNEY III[ FACT TO ACT FOR ME AND APPLY TO THE m d BUILDING DEPARTMENT FOR A PERMIT FOR WORK TO BE. PERFORMED AT A LOCATION DESCRIBED AS: OWNER OF ADDRESS OF JOB) AND ADDRESS) AND TO SIGN MY NAME AND DO ALL THINGS NECESSARY TO THIS APPOINTMENT. Q . Zec m TYPE OR PRINT NAME OF CONTRACTOR) THE FOREGO TR CKNO ME THIS ISCOaBY OF CONTRACTOR) WHO IS PERSONALLY KNOW TO O PRODUCED AS IDENTIFICA DID NOT TAKE OATH. STATE OF FLORIDA COUNTY OF S>,a& n Inn @k. for rr. Douglas R Claghom My CvmrrrlssW DD054517 a Expires December 04, M (NOTARY) MY COMMISSION EXPIRES: REVISIONS PERMIT # v 1, 9-3 9S DATE Via-- I0 - 0 a - ADDRESS 7/9- WeS i Z-19K l3>yl-? CONTRACTOR Te22 PH # 1-fo7 -' 99If - 55-6' FAX # 4o 7- 6'S7a' DESCPRITION OF REVISION: C4.yr.)-n foyA;oa1,or/ DeiIZGs j(2 a LL Slft2 cr*a C,)js H r-rwo c Ys ,) UTILITIES 0 A. - FIRE p TERRA FIRMA CONSTRUCTION MANA DEMENT, INC. POST OFFICE BOX 618063 ORLANDO, FLORIDA132861 407) 294-5656 r Fax: (407) 294-5576 FAX: To: All Star Car Wash From:, Glen Waddell Attn: Industrial Shadeports (Chris) Pages. 1 Fax: 954-425-0144 Date: 12/10/02 Re: All Star Car Wash CCi Bert Karpinski Urgent For Review Please Comment (xx) Please Reply Please Recycle Chris; please provide the following information on the All Star Car Wash project: 1. Section B-B footing details. What is the size of the rebar and the spacing. 2. Section B-B footing details. Is a single matt of steel all that is required. 3. Section B-B footing details. What is the dimension from the building wall to the centerline of the columns. ' Please fax information to (407) 688-9207 If you have any questions please give me a call at (321) 436-8469 Sincerely Glen Waddell / Superintendent 12/10/2002 15:55 4072945576 DEC-10-2002 TUE 12:18 PM FROM: TERRA FIRMA CMI FAX . PAGE i PAGE 01 CONSULTANTS' IFIG F 3 flD N. l aeerst »y. S boa lwbow . 131 b1) 395 86 9 pbo e {51i1y 9 Fu Ca 'Tarry F i rmo- C,o na • H.f • fn Wd g drv r meet FSK#-- (-167) tq4— ST7pp4. Dade; 12.ro-2Do ?, RV A l l 5}t r • CC: G h ri s .7aCo &s " s, Ural g ForReview _„•Place Comol ow — PfNM liCPIY _ Pkm Rmw& E owes -. a I Qlr+ i-, rAAA. 7_L Vvt 'f.o Em NYOU BkOld tar! Imy M teprdlugdds fx4 peam COm sct lone nt(561)395400. Tbxnk Xon. SRI C7mntm* ImL i- WkftbhXhl0M r. place erne uw a d ue looea *. DEC-10-2002 TUE 03:39PM ID: PAGE:1 12/10/2002 15:55 4072945576 TERRA FIRMA CMI PAGE 02 DEC-10-2002 TUE 12:19 PM FROM: FAR: PAGE 2 yAll Nil -kit t1 %%1.1, 3/ 16' Fillet welds aild 70 electrode. , EX1S' nN G BUILDING i- 6 it M NJ If ttt M ( y o u. 'n^ ++Y ° a t! r 4' (At Qc t N G 1 r AS Larjt M Go4u#Wit S*Vs UP060- pv„ 1UlV EXISTING 5" CONREM DRIVEWAY ter- f •+ -,• SECT! - ON B- B G DEC- 10-2002 TUE 03:40PM ID: PAGE:2 TERRA FIRMA CMI PAGE 03112/10/2002 15:55 4072945576 DIC-10-7002 TU19 IY, i9 Px nON, p o4 1 o 11 V--4' AM BOLTS w/2-WASH s 3 4' END- Po PAGE 5 JVjlLLA.:.G i.. AA 1 1L' f sTRalc rl GROUT r q*G 5*4 MIDDLE - POST Ct-0`' 7#G 04 TING_ DET o e,J F- m*r r oi;- s mdk c s o. Lc. DEC-10-2002 TUE 03:40PM ID: PAGE:3 8-23-19% 8:13PM FROM CITY OF SANFORD PERMIT APPLICATION P. 1 NN Date: S- (3 -o -z--- Perastt Typa ! Buhidiag _ Bkdrleel _ Mecltulcal _ Ph,ft _ Ftre Alarm/Spriatler Addid" Infonaudon for Electrical & Plwrebierg Permits EleetriaL Addidan/Alteration _ _Change of S;v1 ` _Temporary Pole ?_New AMP Service (# ofA:ItPS Pptaabhag/Resideattal: _Addidon/Alte ation - _Ne+v Construction (One Closet Plus Additional) Plumbtag/Commoretal: *lumber of Fhuves_Number of Water k Sewer Drainage Lines Numberof Gas Lines f Oecapaacy Type: _Reside ctiel Commercial bdumial Total Sq Feg: 4, 40 V.I.of work: S J Type or — Flood Ztae:_ Number of 6tor[p: / Namber of Dwetiog UmNr. Poroel No» ?/ I -ia 03 owL, rJ0/O (Attach Proof of ownership &)0ga1 Description) owner/ Adei> oreTS(.i7%% SCIt'y/'1 _ U.eLANv' _ / A.g99 AkwN 111414 7 /7- `l jZ7S1 r o CantactPersut: , JDfi J>M Tide Holder (If other then Owner} Address: Handing Company. Addres Z Z Z S, GJ Phone & Fax Number: State Liomm Number: Mortgage Leader: H/'N tr%Yi IC-U Z IUiJt,MMkd -" i YUNU/Ny Addrw; 7w7 A%. P6AfZc 1, W ITt _ 1 DAUAS,1-CM& 7S" W / rd,loe Alftgimaer'rX,S470 SGR.V/eLS,TiVG. Phone No.:' 407-37-2.•7S-d,7 Address: Zoy A). & P-,k- AK, sv, E toy,SA J D FaxNo.: 3Z77I Application a herby made to obtain a permit to do dw work and butaiblioru as k %*rd 1 ocrtify shot no work or iamilmion bas oommenoed prior to dw isswnce of a permit and Oat all work %IU be performed to meet standards of ail taws repaving construction in this Judsdicdon. I undastend that a separate permit must be seared fir ELECIRICAL WORK. PLUMI)TNG, SIGNS. WELLS, POOLS. FURNACES, BOILERS. HEATERS, TANIC3, and AIR CONDITIONERS, eta OWNER'S APMAVIT: I certify that all of the fbregering Infoaraation is aocurate and That all wait will be done in oompliaore with all applk*ls Iwws mgWvbq construction and zanbrg. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CONDONCEMENT MAY RESULT IN YOUR PAY.]•NO TWICE FOR iMPROVEMENTS TO YOUR PROPERTY. IF Y04' INTEND TO OBTAIN FINANCING, CONSULT WrM YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF CO1vDv1I; NCEN.tsNI. NOT1C1's: In addition to the requtraaems ofthis permt:, dwe may be additional restrictions applicable to this property that may be found in the public records of this comity, and there [awy to additional permits required boat other governmental entities PFb as water management districts, state agmolea, or federal egencia. Amptaaa of permit is verification that 1 will notify tier owner cf the p vpaly of the requirements of Florida Lien Law, FS 713. S • 1pz z Signaare of Owner/ Agast D Si 60 a/ASoot SCArr _Scjzv3 t J Print Owna/Agent' s Name --7— t mtraPkAgot'sNinne err error, Bertin J. Kltrpinski, Jr. J. KN;Upins:Commission # CC 913869 of a ofaCC91fNot State of Florida mmibsion # 3 c Expires March 26, 2004 4 4- ExpiresMarch 26, 2004 %' • .. Bonded Thor Bonded Thru ''nrnik Atlantic Bonding Co., Inc. Atlantic Bonding Co., Inc. Owner/Agar is Personally Known to Me or Con redor/Agent is Personslly Known to Mc or Produced ID _ Produced ID APPLICATION APPROVED BY: Date• Special Conditions: CITY OF SANFORD PLUMBING PERMIT APPLICATION Permit Number: Date: C7O\ 01 U The undersigned hereby applies for a permit to install the following plumbing: Owner's Name:UK- Address of Job: Plumbing Contractor. Residential: Non -Residential: ft Number Amount Addition, Alteration, Repair (Residential & Non -Residential) New Residential: One Water Closet is Additional Water Closet Commercial: Minimum Permit Fee $25.00 Fixtures, Floor Drain, Trap Sewer Pipingt Water Piping Gas Piping Manufactured Building Description of Work: Application Fee: 1Q.00 TOTAL DUE: pd By Signing this application I am stating that I am in compliance with State License Number m N m m D r- O er STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION 654) 487-1395 µ CONSTRUCTION INDUSTRY LICENSING BOARD we 1940 NORTH MONROE STRFLT32399-0783TALLAHASSSEE TURNER JASON SCOTT EXACT PLUMBING INC 308 E 4TH STREET FL 32771SANFORD A i DETACH HERE Aft STATE OF FLORIDA AC# D 4 9 5 36 6 DPROFESSIONAL REOFSINESS AND GULATION CYCO57227 07/18/02 707459742 CERTIFIED PLUMBING CONTRACTOR TURNEEXACT , JASON E IB CSRTIFIBDunder tbn provisionsof ca.489 PS. swirstiondetss AUG 31, 2004 StQ;L02072000900 a oj 7 ":) CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5677 DATE: atoll PERMIT #: 0 I _a3G Lf BUSINESS NAME / PROJECT: 1_,, 1 S r bA.J J Cal C- PHONE NO.:(IFAX NO.( 1-40-7) CONST. INSP. [ ] C / O INSP.:[ ] REINSPECTION [ ] PLANS REVIEWF. A. [ ] F.S. [ ] HOOD [ J PAINT BOOTH [ ] BURN PE 1T [ ] TENT PERMIT [ ] TANK PERMIT [ J OTHER [ ] a TOTAL FEES: $ tq a m ( PER UNIT SEE BELOW) COMMENTS: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. Address / Bldg. # / Unit # x`1i-mmagm, k,.1 A5 1. Fees per Bldg. / Unit Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 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 Pr ntion Division Ap cant's TignaFture CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES HONE # 407-302-1091 * FAX #: 407-330-5/6777 ' 1 DATE: of C7 PERMIT#: v A —)95 BUSINESS NAME / PROJECT: ADDRESS: PHONE NC CONST. INSP. [ ] C / O INSP.:[ ] REINSPECTION [ J PLANS REVIEWF. A. [ ] F.S. [ ] HOOD [ ] PAINT BOOTH [ ] BURN PE MIT [ ] TENT PERMIT [ ¢ TANK PERMIT [ ] OTHER [ ] PER UNIT SEE BELOWTOTALFEES. $ ( ) COMM Address / Bldg # / Unit # 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. Sq Square Footage s Fees pgr Id . / Unit e Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI.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 1 will comply with all applicable codes and ordinances of the City of Sanford, Florida. v+ es Sanford Fire Prevent' n Division p nt's Si nature TERRA FIRMA CONSTRUCTION MANAGEMENT INC. May 13, 2002 City of Sanford Building Dept. 300 N. Park Ave. Sanford, FL. 32771 407-330-5656 Fax 330-5679 Re: Permitting for All Stars Car Wash, 712 W. Lake Mary B1vd.Sanford, and FL. Dear Sirs: Please allow Joseph Smullin to submit, pick up and sign for the permits for the All Stars Car Wash, located at 712 W. Lake Mary Blvd. Sanford, Fl. Thank you. Sincerely, f4 - Q Gary Jerfse ,President State License #CGCO28717 STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this 13th day of May,2002 by Gary Jensen, President of Terra Firma Construction, who is personally known to me and who produced no identification and did not take an oath. Signature of Notary Public ihomaa 8 DunbarStateofFlorida, County of Orange ", co"Wr"on Dooe»so a Exvre: imam 77 zoos My Commission Expires: POST OFFICE BOX 618063 ORLANDO, FLORIDA 32861-8063 OFFICE 407-294-5656 FAX 407-294-5576 COUNTY OF GFMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 02100003 BUILDING APPLICATION No 02-10000379 BUILDING PERMIT NUMBER: 02-10000379 DATE: April 24, 2002 UNIT ADDRESS: 712 W. LAKE MARY BLVD 11-20-30-5AN-0000-025A TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: * PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME:: ADDRESS: APPLICANT NAME: TERRA FIRMA CONSTRUCTION ADDRESS: P.O. BOX 618063 ORLANDO, FL ORLANDO FL 32861 LAND USE: 11-20-30-5AN-0000-025F TYPE USE: WORK DESCRIPTION: CITY-SANFORD ' FEE' BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS -ARTERIALS CO-WIDP` 0RD Retail < 50K Square Feet 3,421.00 4.278 100Onsft 14,635103` ROADS -COLLECTORS NORTH ORD Retail < 50K Square Feet 692.00 4.278 10O0nsft 2,960.37' FIRE RESCUE N/A 00 LIBRARY N/A O0 SCHOOLS N/A 00 PARKS N/A O( LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 17,595.40 STATEMENT r 7- RECEIVED BY: _-)o+/ _ u/"u_SI8NATURE: PLEASE PRINT NAME) - DATEo _______` _______________ NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ' ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLD0 DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE L SEMINOLE COUNTY ROAD FIRE/RESCUE, LIBRARY AND/OR Elk]CATIONAL ISSUANCE OF A BUILDING PERMIT. Y c PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT OR OWNER \\~~ TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES' MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS/OF THE COUNTY LAND DEVELOPMENT CODE. / COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED,,' \\ FROM THE PLAN IMPLEMENTATION ~ ION 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 .OP 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 OFCALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. a/- a 023'y CITY OF SANFORD PERMIT APPLICATION Permit No.: 60 C Date: r 3 ter/ Job Address: _ %12 W A 72 Z 7 yG Permit Type: ' Building Electrical Mecbanical Plumbing Fire Alarm/Sprinkler Description of Work: A/c.w Cu6 S7-ir.v rica.J Ziw 1y5 TE 2 '• Gc o /L Additional Information for Electrical & Plumbing Permits Electrical: Addition/Alteration _Change of Service Temporary Pole New AMP Service (# of AMPS ) Plumbing/Residential: Addition/Alteration ''New Construction (One Closet Plus Additional) Y^ Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: _Residential Commercial _ Industrial Total Sq Ftg: /2 / Value of Work: S Type of Construction: -1Z' Flood Zone: Number of Stories: Number of Dwelling Units: Parcel No.: _(T 3%'03 O dO UZ io (Attach Proof of Ownership & Legal Description) Owner/Address/Phone: -&-Orr / 7- f d? FG. 3275/ Cofiractor/Address/Phone: Tc11/q y„ Cj.7r_ po 2k.4w /S'•O G 3 G!t L State License Number: CCeGO 2. P 7 / 7 Contact Person: 5-o0F Phone & Fax Number: Title Holder (If other than Owner): Address: Bonding Company: F41- oisec" Sv&.&ry Cam.. Address: 45. 6--e. o/C Fc . Mortgage Lender: /-ji.-asco `„ipc„,ps,s• G,,o.,s Address: 4214e-,4.1 TX 73' 20 e Architect/Engineer S y?i _isv. cd Phone No.: Yo7 3 Z Z 7SG 7 Address: y N. Rgoex Alve _ .Sv r7w toy., Fax No.: YD %,3ZL 1%7 Applioatioa 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 I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date SC a 7r —S'ctiv ew Print Owner/Agent's Name Si aturiofNoiary-Stiatedtflorida Date r+ Thomas 8 Dunbar a • My Commission DD087150 Expires January 27, 2008 Owner/Agent is - Personally Known to Me or Produced ID APPLICATION APPROVED BY: jj-, Z Signature of Co a or/Agent Oate An Print Contract r/Agent's Name OZ Signature of Notary- tate of Florida Date e Thomas 8 Dunbar My COMMISSipn DDOU150 a Expires January 27, 2008 Contractor/Agent is _.k' Personally Known to Me or Produced ID Date: 5 — ly ' t Special Conditions: r G /_ oova 23 91PTY OF SANFORD PERMT APPLICATION Permit No.• 0 1 - ) ?2vfDate: Q L Job, Address: 7/2 /—A. ^r. 84yo, 5FCNA^0 .mac. 3 Z 7 YC- Permit Type: Building Electrical Mecbanical Plumbing Fire Alarm/Sprinkler Description of Work: u s T2 rtv+ or . 5sLrc G atpo!nn* I/kw Additional Information for Electrical & Plumbing Permits Addition/Alteration _ Change of Service Temporary Pole New AMP Service (# of AMPS ) Addition/Alteration New Construction (One Closet Plus Additional) Number of Fixtures_ Number of Water & Sewer Drainage Lines / Number of Gas Lines. Occupancy Type: _ Residential commercial _ Industrial Type of Construction: - Flood Zone: PaicelNo.: //Zo/ 3o/s'3 Ua/o Total Sq Ftg: .2 16V Value of Work. S / 3, 90v. °" Number of Stories: / Number of Dwelling Units: Attach Proof of Ownership & Legal Description) Contractor/Address/ Phone: 1 c/XAR `Co7 / Po oeq< 3 0124. y FG. 3Z86 e State License Number: CaC O Z 3,7/7 Contact Person: Zoc: Phone & Fax Number: 07- 's ri/8- YZG3 /S'O7G js S-S'3 Title Holder ( If other than Owner): Address: Bonding Company: V4, sviac ry Co. Address: Z 2 Z 5. !B/Es rias..sa- Poe . _ CK. c.. ^G . Mortgage Lender:_ Address: Architect/ Engineer 7%5/!, Sc'iz •cE7 Phone No.: Val 3 Z Z -7S G 7 Address: * q rlc /%, ,Sv.rG /o y ,...,. F; Fax No.: 411 7 3 2 Z aPj -7 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 I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. F Signature of Owner/Agent V Date coTr rtvpe Print Owner/ Agent's Name gnature o Notary-S to of Florida Date Thomas 6 Dunbar My Conxnission DD087150 Expires January 27, 2006 Owner/Agent is X Personally Known to Me or Produced ID APPLICATION APPROVED BY:6 y Fz !f 2 Signature of Co a or/Agent i5ate M7;)r/ Agent's C PWrr .) Print Name O0 ignature of Notary -State of Florida Date 4r Thomas B Dunbar My Commission DD007150 a Expires January 27, 2000 Contractor/Agent is .X_ Personally Known to Me or Produced ID Date: S / O Z Special Conditions: Permit No.• C' l ' '/ —1 CITY OF SANFORD PERNIIT APPLICATION Date: t ; 1 3 --0 2 Job Address: 7 /2 f• L . /ji f- vo. .4niFv J o Fc • 3 2 Y6 Permit Type: ' Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler Description of Work: Ikdepv CcsvSrZ riaJ S. ram' Gr•4 - 6a c F. Additional Information for Electrical & Plumbing Permits Electrical: Addition/Alteration _Change of Service _Temporary Pole New AMP Service (# of AMPS -- MPS ) Plumbing/Residential: Addition/Alteration --NewConstruction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: _Residential -Commercial _ Industrial Total Sq Ftg: O C to. Value of Work: S Type of Construction: —K Flood Zone: Number of Stories: Number of Dwelling Units: Parcel No.: ///Z!/ 0000 eo (Attach Proof of Ownership & Legal Description) T Owner/Address/Phone: ScGT - , ot440 y yjcj /U f/wy. /%fry /f'1.4iTL l yc. 3 z 7s Contractor/Address/Phone: 7eSoz.,e4 State License Number: C6C 02- 8' 7/ 7 Contact Person: Phone & Fax Number: Title Holder (If other than Owner): Address: Bonding Company: F o4.M i.o w Address: Z 2 2 S !it/r-,.,,, ,c3.•a. .= (,i2G . FG. Mortgage Lender:_.,4ewo, " 5 C o ! E.D r Fr.,,.o„ Address: ZTd /l/ ALA.it.e— 577 Z.vc,."Us TX 75'i o/ Architect/ Engineer %Esl fiy SEit vicCs Phone No.: k2lA 7Z0. 7S4v% Address: do-,C, ..5vstr Fax No.: 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'2Aning. 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 requirements of Florida Lien Law, FS 713. s- Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary Stateof Florida Date Thomas B Dunbar My Common DD087150 Expires January 27. 20M Owner/ Agent is ' Personally Known to Me or Produced EDr APPLICATION APPROVED BY: Special Conditions: 090, 4Z Signature of Co a /Agent to Cara, Zr EivMPrint Contra or/Agent's Name Sign a of Notary- tate of Florida Date P Thomas B Dunbar My Commission OD097150 Expires January 27, 2006 Contractor/ Agent is X, Personally Known to Me or Produced ID Date: S' —/y' Z w IIIN111111111Now nn viol 111nNon lnaIIIIIOno Ilow NOTICE OF CONRWENCEIVENT CERTIFIED COPY Permit No. Tax Folio No. MARYANNE, MORSE State of Florida --- - - -- "-- z 6 01J n FlDRIDA z County of Seminole m K 0 The undersigned hereby gives notice that improvement will be made to certain real property, and Aff6ddr8tlfE@1*ith . w Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. in i on of property: (legal description of the property and street address if available) 54.0L. 0 / 1--20 -30-5703 -OooO -oo/o / 7/ Z A-. 41<. ,4-jr 46&vc. 2. General description of improvement: 3. Owner information a. Name and address H/ Ccw.3T? vG T'ia../ MAY 1.3 2002 b. Interest in property r c. Name and address of fee simple titleholder (if other than Owner) z Contractor r Name and address TeiwRA C,-- I. P-o. Ocer 6/So63 ovZc . Ore. 3 Z P4./ m 0 b. Phone number VO7-,R 9 - 56s Fax number it>7 -.29V- S5 7G 5. Surety a. Name and address 2 Z Z S_ i cs r scw ,aR . -n O/LL. , FG . 3 7- fc b. Phone number ber OYO7- 770Fax number c c. Amount of bond 9 6. Lender UPa. Name and address /rs ?R co LN pEp-r-+?- /-pvn.Iva it/. BAR UP v i r., / 9W ! 7/11.yi43 . 6r , -?5,70 b. Phone number Fax number 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as w provided by Section 713. 13(1)(a)7., Florida Statutes: a. Name and address t Q, b. Phone number Fax number 8. 1ri addition to himself or herself, Owner designates o to receive a copy of the Lienor's Notice as provided in Section w 713.13(1)(b), Florida Statutes. 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 differeig date is specified) J p J w SignSL ature of Own W. Sworn to (or affirmed) and subscribed before me this 1e-_') day of I'm by m c7v Personally Known V OR Produced Identification Type of Identification roduced r•- iH15 II•51 KUMtIv 1 !'REI'.ttth Nt morns:BDunbar My Commission DDol7150 W NAME / 'tVLL/J11 1)Q. Signature of Notary Pub ic, State of Floridab. F-aP resJanuary27,t00a Commission Expires: aw wwwrssrass sia 0 I st rtMe IIwIN! tAit7AMM tl1NJO. Mau W txa T CW" Parcel I.D. No.: 11-20-30-15AN-0000-025A&F This Instrument Prepared by and Return to: lames H. Newlon ABSOLUTE TITLE AGENCY 36115 W. Lake Mary Blvd. !A Lake Mary, FL 32748 Grantee S.S. No.: Name: ANTHONY V. SCRUSY s 04136 ac lags CUM-11 i II0017274a7 BBCOR0a0 07/30/2001 L0122140 ail VM ow tax 733.so 11110M UC PM 11.00 08COR00- By 3 Natfout fSpece Above This Line for Recording Data] WARRANTY DEED This Indenture owde as of thla9th day of July, 2001 BErwEEN CHARLYNNE M. BOURNE of the County of dLll?/ &d6. . Stain of TX, grantor', and ANTHONY V. SCRtJBY , whose post office address Is 1795 Dover Place, Lansing, Ml 411810, of the County of Ingham . State of Ml. grantee'. WITNESSETH. That said Grantor, for and in consideration of the sum of TEN AND 0011110'S (1110.00) Dollars and other good and valuable considerations to said grantor In hand paid by said grantee, the receipt whereof Is hereby acknowledged, has granted, bargained and Road to the grantee and grantee's heirs and assigns forever the following described land situate. lying and being In SEMI OLE County, Florlds, to-wiG SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF. SUBJECT TO R.E. Taxes for 2001 and subsequent years, Easements, Conditions, Reservations and Restrictions of record, however this reference Mail not serve to reimpose or extend the some. The property, subject of this Deed, is not the Homestead of the Grantor as defined by the Constitution or Lowe of the State of Florida. and said grantor does hereby fully warrant the title to said land, and will defend the some against the lawful claims of all persons whomsoever. Grantor" and "orantes" are used for singular or plural, as contend requires. IN WITNESS WHEREOF, Grantor has hereunto set gnntore hand and seal the day and year first above written. Signed. sealed and dekwed in our presence: C4.a..' A CHARLYNNE WDOURNE , 15829 Boulder Oaks. Houston, TX 77084 STATE OF TEXAS COUNTY OF THE FOREGOING INSTRUMENT was acknowledged before me this q i day of July, 2001 by CHARLYNNE M. BOURNE , who Were personally known to ms or who has produced . r s iderrtdlcatbn and who didldld not take an oath. Notary Public i 1_ig4arMo iiiiiiiqw EXHIBIT 'A' Lot 1, Clark's Acre, according to the plat thereof as recorded in plat Book 13, Page 72, of the PublicRecordsofSeminoleCounty, Florida. Less and except that portion conveyed to Seminole County moreParticularlydescribedinwarrantydeedrecordedinO.R. Book 2548, Page 1829. From the Northeasterly corner of Lot 25, Lake Minnie Estates, according to the Plat Book 6, Page 92, ofthePublicRecordsofSeminoleCounty, Florida, run South 1 I* East 973.14 feet along the Easterly line ofsaidLot25, thence run South 73054149" West 241.84 feet, thence run South 119 East 104.36 feet to pointofbeginning; thence run South 84°59'S7" West 104.35 feet, thence run South I V East 104.35 feet, thence run North 840591ST' East 104.35 feet, thence run North 11* West to point of beginning. From the Northeasterly corner of Lot 25, Lake Minnie Estates according to the Plat thereof as recorded inPlatBook6, Page 92, of the Public Records of Seminole County, Florida, run South I 19 East 973.14 feetalongtheEasterlylineofsaidLot25, thence run South 7305449" West 137A9 feet, thence run South 110East104.36 feet to point of beginning; thence run South 73°54'49" West 104.35 feet, thence run South11 ° East 104.35 feet, thence run North 730 54'49" East 104.35 feel, thence run North 1 l ° West 104.35 feet104.35 feet to point of beginning. . r- INENAIN#If1E#IwBI!#IAE B lf1>»I Parcel I.D. No.: 11-20-SO-5AN-0000-025A&F This Instrument Prepared by and Return to: James H. Newlon ABSOLUTE TITLE AGENCY 3605 W. Lake Mary Blvd. /A Lake Mary, FL 32746 Oranbe S.S. No.. Name: ANTHONY V. SCnUBY NUMB XW=1 CLBR[ or CIRMT COURT ItSlbZwma CWWY aft 04136 PC 1372 CLONE' ll t 20017270109 MC ME 07/30/2001 10:22:40 Lf DUO DW 11M 735.00 BaCoa0z" >r=2 13.00 RBC010 9 BY 3 Masga t Space Above This Line for Recording Dsta] WARRANTY DEED This IndenUire awde as of this 9th day of July, 2001 BETWEEN LAWRENCE C. MIKLUS. , of the County of Leon, State of FL, grantor•, and ANTHONY V. SCRUBY , whose post offbe address Is 1726 Dow PIaM tensing. MI 38910, of Me County of Ingham , Stale of MI, grantee". WITNESSETH, That said Grantor, for and In consideration of the sum of TEN AND 00110018 (M.00) Dollars and other good and valuable considerations to said grantor In hand paid by said grantee, the receipt wheml Is hereby acknowledged, has granted, bargained and sold to the grantee and grantee's heirs and assigns forever the following described land situate, lying and being In SEMINOLE County, Florida, to-wtt: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF. SUBJECT TO R.E. Taxes for 2001 and subsequent years, Easements, Conditions, Reservations and Restrictions of record, however this reference shall not serve to reimpose or extend the some. y The property, subject of this Deed, Is not the Homestead of the Grantor as defined by the Constitution or laws of the State of Florida. and said grantor does hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsoever. Grantor' and "grantee* are used for singular or plural, as content requires. IN WITNESS WHEREOF, Grantor has hereunto set grantots hand and seal the day said year tilt above written. Signed, sealed and dellmW In our presence: Witness: Diane'Matthews Witness: Ca olyn Andersoa STATE OF FLORIDA COUNTY OF LEON LAWRENCE C. MIKLUS 8023 Bernard Street Tallahaesee, FL 32311 THE FOREGOING INSTRUMENT was acknowledged before me thin 94k"y of July, 2001 by LAWRENCE C. MIKLUS , who blare kGMKnJD 1 or who has produced as kientIfication and who dkYdld not take an oath. WO/ .Aa /lL1 r I/fL Notary Typed/ % Printed Nam*: l :QIQ O <!d Anr4 Pam, y Commission ----- My Commission Expires: a EXHIBIT'A' Lot I, Clark's Acre, according to the plat thereof as recorded in Plat Book 13, Page 72, of the PublicRecordsofSeminoleCounty, Florida.1,ess and except that portion conveyed to Seminole County moreParticularlydescribedInwarrantydeedrecordedinO.R. Book 2549, Pago 1829. From the Northeasterly comer of Lot 25, Lake Minnie Estates, according to the Plat Book 6, Page 92, ofthePublicRecordsofSeminoleCounty, Florida, run South 110 East 973.14 feet along the Easterly tine ofsaidLot25, thence run South 73054'49" West 241.84 feet, thence run South 110 East 104.36 feet to pointofbeginning; thence run South 84059'57" West 104.35 feet, thence run South 110 East 104.35 feet, thence run North 84059'57" East 104.35 feet, thence run North 119 West to point of beginning. From the Northeasterly corner of Lot 25, Lake Minnie Estates according to the Plat thereof as recorded inPlatBook6, Page 92, of the Public Records of Seminole County, Florida, rwi South 110 East 973.14 feetalongtheEasterlylineofsaidLot25, thence run Srwth 73954'49" West 137.49 feet, thence run South 1I° East 104.36 feet to point of beginning; thence run South 73054'49" West 104.35 feet, thence run South11° East 104.35 feet, thence run North 73° 54'49" East 104.35 feet, thence run North I I° West 104 35 feet104.35 feet to point of beginning. rwwwrssrass.swl.l.tlwttAltaltwltle MMAWW* >a011911, MARSK or Cla=r c war 5g Parcel I.D. No.: 11-20-30-5AN-0000-025A&F This ln* ument Prepared by and Return to: James H. Newlon ABSOLUTE TITLE AGENCY 3595 W. Lake Mary Blvd. fA Lake Mary, FL 32748 Grantee SS. No.: Name: ANTHONY V. SCRU13Y ee 04146 0C sass CLUM' S i 29017274" 1111100 ea 07/30/2001 10,22140 all VM ow :ill 733.00 RKIDOWNG PM 14.00 IiSC01la11L tY S ttargaet 16pace Above This Line for Recording Data] WARRANTY DEED This Indenture =de as of this9th day of July, 2001 BETWEEN CHARLYNNE M. BOURNE of the County of 11QJ9 JdaL., State of TX, grantor% and ANTHONY V. SCRUBY , whose post off los address is 1725 Down Place, Lansing, MI 48910, of the County of Initham . State of Mt, pronto•. WITNESSETH, That said Grantor, for and In consldarstion of the sum of TEN AND 00110WS (710.00) Dollars and other good and valuable conslderallons to said grantor In hand paid by said grantee, the recelpt whereof Is hereby acknowledged, has granted, bargained and sold to the grantee end grantee's heirs and assigns forever the following described land situate, lying and being h SEMINOLE County, Florida, to-wk: SEE EXHIBIT W ATTACHED HERETO AND MADE A PART HEREOF. SUBJECT TO R.E. Taxes for 2001 and subsequent years, Easements, Conditions, Reservations and Restrictions of record, however this reference shall not serve to reimpose or extend the same. The property, subject of this Deed, Is not the Homestead of the Grantor as defined by the Constitution or Laws of the State of Florida. and Bald grantor does hereby fully warrant the title to sold land, and will defend the some against the lawful claims of all persons whomsoever. Grantor' and 'grantee" are used for singular or plural, as contwd requires. IN WITNESS WHEREOF, Grantor has hereunto set grantors hand and seal the day and year IYat above written. Stoned, seated and delivered in our presence: n STATE OF TEXAS COUNTY OF CHARLYNNE WBOUR14E , 15829 Boulder Oaks. Houston, TX 77084 THE FOREGOING INSTRUMENT was acknowledged before me this q day of July, 2001 by CHARLYNNE M. BOURNE , who Wan personify known to me or who has produced s IdentificationandwhodkYdldnottakeanoath. Notary Public EXHIBIT 'At Lot 1, Clark's Acre, according to the plat thereof as recorded in Plat Book 13, Page 72, of the PublicRecordsofSeminoleCounty, Florida. Less and except that portion conveyed to Seminole County moreParticularlydescribedinwarrantydeedrecordedinO.R. Book 2548, Page 1829. From the Northeasterly corner of Lot 25, Lake Minnie Estates, according to (lie Plat Book 6, Page 92, ofthePublicRecordsofSeminoleCounty, Florida, run South I 1 ° East 973.14 feet along the Easterly line ofsaidLot25, thence run South 73°54'49" West 241.84 feet, thence run South 11° East 104.36 feet to pointofbeginning; thence run South 84°59'57" West 104.35 fact, thence run South 110 East 104.35 feet, thence run North 84°59'57" Cast 104.35 feet, thence run North I V West to point of beginning. From the Northeasterly corner of Lot 25, Lake Minnie Estates according to the Plat thereof as recorded inPlatBook6, Page 92, of the Public Records of Seminole County, Florida, run South 119 East 973.14 feetalongtheEasterlylineofsaidLot25, thence run South 73°54'49" West 137.49 feet, thence run South 11 ° East 104.36 feet to point of beginning; thence run South 73°54'49" West 104.35 feet, thence run South110East104.35 feet, thence run North 73° 54'49" East 104.35 feet, thence run North 11* West 104.35 feet104.35 feet to point of beginning. Parcei I.D. No.: 11-20-30-5AN-0000-025A&F Iwlt w#w#sso#w#w Ilw CLBU ar CIMM7 cams This Instrument Prepared by and Return to: James H. Newton ABSOLUTE TITLE AGENCY 36M W. Lake Mary Blvd. /A Lake Mary. FL 32746 Granbo S.S. No.: Name: ANTHONY V. 9CAUBY as 04136 rti 1372 CLaps'S If 2001727490 aaCCEM 07l3013001 10:22:10 Ili L7aSe t1CC IAX 733.00 aNPh Mir- M leas 13.00 SOMMM aY S Nowlest Space Above This Line for Recording Data] WARRANTY DEED This Indenture Bede as of this 9th day of July, 2001 BETWEEN LAWRENCE C. MIKLUS , of the County of Leon, State of FL, grantor•, end ANTHONY V. SCRUBY , whose post office address is 1725 Dover Place, Lansing, MI 0910. of the County of Ingham ,State of MI, grantee-. WITNESSETH, That said Grantor, for and in consideration of the sum of TEN AND 00f10018 ($10.00) Dollars and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof Is hereby acknowledged. has granted, bargained and sold to the grantee and grantee's heirs and assigns forever the following described land situate, lying and being In SEMINOLE County, Florida, to -wit: SEE EXHIBIT W ATTACHED HERETO AND MADE A PART HEREOF. SUBJECT TO R.E. Taxes for 2001 and subsequent years, Easements, Conditions, Reservations and Restrictions of record, however this reference shall not serve to reimpose or extend the same. The property, subject of this Deed, is not the Homestead of the Grantor as r defined by the Constitution or laws of the State of Florida. and said grantor does hereby fully warrant the this to saki ptrid, and will delend the sane against the lawful claims of all persons whomsoever. Grantor" and "grantee• are used la singular or plura6 as context requires. IN WITNESS WHEREOF, Grantor has hereunto out grantor's hand and seal the day and year list above written. Signed, sealed and delivered in our presence; Witness: Diane" Matthews LAWRENCE C. mumuS 8023 Bernard Street Tallahaasee, FL 32311 Witness: Ca olyn Anderson STATE OF FLORIDA COUNTY OF LEON THE FOREGOING INSTRUMENT was acknowledged before an this 9, of July, 2001 by LAWRENCE C. MIKLUS , who Mere r kWMJP MR or who has produced as IdenWicatlon and whodkBdklnottakeanoath. Noury Public I — Notary Typadl rPrintedNanw: Commission Number: My Commission F.Wies. s xCooaw 70 EXHIBIT 'A - Lot 1, Clark's Acre, according to the plat thereof as recorded in Plat Book 13, Page 72, of the PublicRecordsofSeminoleCounty, Florida. less and except that portion conveyed to Seminole County morParticularlydescribedInwarrantydeedrecordedinO.R. Book 2548, Page 1829. From the Northeasterly comer of Lot 25, Lake Minnie Estates, according to the Plat Book 6, Page 92, ofthePublicRecordsofSeminoleCounty, Florida, run South 110 East 973.14 feet along the Easterly tine ofsaidLot25, thence run South 73154'49" West 241.84 feet, thence run South 11 °.East 104.36 feet to pointofbeginning; thence run South 84059'57" West 104.35 feet, thence run South I I- mast 104.35 feet, thence run North 84°59'57" East 104.35 feet, thence run North 111 West to point of beginning. From the Northeasterly corner of Lot 25, Lake Minnie Estates according to the Plat thereof as recorded inPlatBook6, Page 92, of the Public Records of Seminole County, Florida, rwr South 119 East 973.14 feetalongtheEasterlylineofsaidLot25, thence run South 73954'49" West 137.49 feet, thence run South 119East104.36 feet to point of beginning; thence run South 73°54'49" West 104.35 feet, thence run SouthII ° East 104.35 feet, thence run North 73° 54'49" East 104.35 feet, thence run North I V West 10435 feet104.35 feet to point of beginning. gRA R e DEVELOPMENT FEE WORKSHEET CITY OF SANFORD UTILITY - ADMIN. P. 0. BOX 1788 SANFORD, FL. 32772-1788 Project Name: L S 79R5 H,,9N4 C/91R W6.s}/ - Date • 616101 Owner/Contact Person: Phone: Ad re s s: 7 / 2 L i9416 Type of Development: r. 1) RESIDENTIAL Est Type of Units (single family h F or multi -family): i« Total Number of Units: Type of Utility Connection individual connections or central water meter & common sewer tap): , Water Meter Size (3/4 1", 2", etc.): REMARKS: 2) NON-RESIDENTIAL Type of Units (commercial, industrial, etc.); Total Number of Buildings: 1- Number of Fixture Units each building): f; Type of Utility Connection1iindividualconnections or central water meter & common sewer tap): t Water Meter Size (3/4" 1 2" .) etc REMARKS: nS C j -7'116,3 7 CONNECTION FEE CALCULATION: REVISED Y-2W96 C o`-rrt r4. S -7,9 7i,).,/ %O B E d L VELvP6"R i 7oa r o `7,9t Z y 70 0 Name ignature - Da t S f5/ of Equivalent Residential Connection (ERC) - 300 Gallons Per Day (GPO) Residential - 650/Unit - Single family structure, or multi-famLly unitcontainingthree (3) bedrooms or more. 487.50/Unit - Multi -family unit or Mobile Home unit containinglessthanthree (3) bedrooms. (This category isbasedonjudgement/assumption, estimation that such family units on average require 751 - 125 GPD of the water and sever service of an average single family unit.) Commercial - 650/ERU - Fixture unit schedule from Southern Plumbing -Codewillbti-- used. One ERU will be charged forrconnectionanduptotwenty (2) fixture units. For projects having more than twenty (20) fixture units the Impact Fee will be determined byincrementsof251basedonmultiplesoffive (5) fixture units above the twenty (20) fixture unitbaseforthefirstERU. (Example: twenty -live25) fixture units will be rated as 1.25 eru; twenty-six (26) fixture units will be rated as 1.5ERU.) 2) Sewer System Impact Fees Equivalent Residential Connections - 270 Gallons Per Day (GPD) Residential - 1700 Unit - Single family structure, or multi -family unitcontl$ 1275/Unit - Multiifamily unitee (or Mobile Home or unit containinglessthanthree (3) bedrooms. (This category isbasedonjudgement/assumption/estimation that suchrimilyunitsonaveragerequire751ofwaterand sewer service of an average single family unit.) Commercial - Industrial - Institutional1700/ERU - Fixture unit schedule from Southern Plumbing Codewillbeused. One ERU will be charged for connection and up to twenty (20) fixture units. For projects having more than twenty (20) fixture units the Impact Fee will be increments of 251 based on multiples of five (5) fixture units above the twenty (20) fixture unit base for the firstERU. (Example: twenty-five (25) fixture units will be rated as 1.25 ERU; twenty-six (26) fixture units will be rated as 1.5 ERU.) v Wry ( / 7, •_ 3 f Gc. UHAINAIat f•IX I Ullt UNI t ti -rrH t1Y 1lru4c aura rani iuc FIXTURE TYPE Automatic clothes washers, commercials DRAINAGE FIXTURE UNIT VALUE AS LOAD FACTORS MINIMUM SIZE OF TRAP (Inches) Automatic clothes washers, residential 3 2 Bathroom group consisting of water closet, lavatory, bidet and 2 6 2 bathtub or shower Bat fllu6 '(with or without overhead shower or whirlpool 2 1 /22attachments) Bidet 2 1 /4Combinationsinkandtray2 Dental lavatory I /2 Dental unit or cuspidor I I /4 Dishwashing machine,e domestic 1 I /4 Drinking fountain 2 I /2 Emergency floor drain 1/2 _- 2 1 /4 Floor drains 0 2 Kitchen sink, domestic 2 >r - 2 I /2Kitchensink, domestic with food waste grinder and/or dishwasher 2 2 Laundry tray (1 of 2 compartments) 1 /2 Lavatory 2 1 /2 Shower compartment, domestic l x3 = l /4 Sink 2 2 Urinal 2 xj I I / 2 Urinal, I gallon per (lush or less 4 x- ( _ 4 Footnote d Footnote d2e Wash sink (circular or multiple) each set of faucets 2 11/2Watercloset, flushometer tank, public or private 4e Footnote dWatercloset, private installation 4 Footnote dWatercloset, public installation 6 'r3 i Footnote d ForSI: 1 inch = 71 a -- I -.0 _ _ , -roc . For traps larger than 3 inches, use Table 709.2. b A showcrhead over a bathtub or whirlpool bathtub attachments does not increase the drainage fixture unit value. See Sections 709.2 through 709.4 for methods of computing unit value of fixtures not listed in Table 709.1 or for rating of devices with intermittent (lows. d Trap size shall be consistent with the fixture outlet size. For the purpose of computing loads on building drains and sewers, water closets or urinals shall not be rated at a lower drainage fixture unit unless the lower valuesareconfirmedbytesting. TABLE 709.2 DRAINAGE FIXTURE UNITS FOR FIXTURE DRAINS OR TRAPS 1 FIXTURE DRAIN OR TRAP SIZE inches) DRAINAGE FIXTURE UNIT VALUE 11/4 I 11/2 2 2 3 21/2 4 3 S 4 6 I V r I / Stan rd Plumbing Code401997 For SI: 1 inch16 CITY OF SANFORD CLANS REVIEW COMMENT SHEET DATE - k3- 0 PROTECT: ADDRESS: CONTRACTOR: OWNER: PLANS REVIEWED BY: CO NEENTS: A" SA,v,r Ro,,& - %?* lA.) "s k- 1 olv BOB BOTT B00000848 qb7/30z - qNrl L issAZ r QP' LVCt.S "TYZaG r LtXJ Vtv 1V V l is U. DATE: L PHONE: FAX: 10- 7 NO ONE NOTIFIED: DATE RESPONSE RECEIVED: REVISIONS PERMIT # p/- 239-.7. DATE -1,2-o z ADDRESS 7/.2 Al e-log, CONTRACTOR ( srn,z- P H # 4%yy8- 63 FAX # DESCPRITION OF REVISION:s.-.e7 LO! ic4C / G TU i ic i cc cGj- cvca cr'Z Gr/L` -S Sr (S 4GG /l/ o00, CfFAtiS 07 c Trffr9- e-arnEs 4-2 UTILITIES FIRE 3r 93 BARS AT 71/4' O.C. ALTERNATING 6) N7 BARS ORIENTATION (4) #5 BARS R 3w N R 3116' 4118' R 3/B' 0 l 1'-4' STACK PANEL POST IZ & HIGHER WALL 5 BARS FOR V-W H. PANEL re BARS FOR 9'-0' H. PANEL We.Dxwe.D 4 x 4 MESH 2 4' S/8" TOP WB.OxW80 x 4 MESH I I 1t5 BARS FOR e H. PANEL 4 BARS FOR o I I B'-0' H. PANEL I I 93 BARS AT 4' 03 BARS AT 4' 4) #7 BARS r O.C. ALTERNATING l / ORIENTATION R 3M 6' R 3/8' I c V-2" 43 BARS AT 3r TO HOLD #7 BARS 4) 07 BARS 0 N R 3/16' c M M A R 314W N M Al 5' 1' 1'-2' 6'-O" H. WALL. 8'-O" H. WALL STANDARD 45 DECREE LINE POST DETAIL LINE POST DETAIL END POST DETAIL POST DETAIL T ISE 19'-r AG BARS AT 36' 4) #7 BARS TO HOLD ill BARS v N M • R 3116' % Wti R 31B' M i V n M Ion STANDARD CORNER POST DETAIL SPECIAL WALL CAP MANUFACTURING TOLERANCES FOR DURATEK WALLS COMPLY NTH PCI MNL-116. THE FINISH IS *GREY' PORTLAND CONCRETE UNLESS OTHERWISE NOTED) AND CONFORMS WITH PCI MNL-116 GRADER FINISH SPECIFICATIONS 15000 PSI CONCRETE AT A MIRROR FINISH i r, E• PANEL DETAIL ELEVATIoN r----------------- 1 1 I I I I I I I I I I I 1r 2' FRONT VIEW SIDE VIEW STANDARD POST CAP DETAIL 1' ih a R I I is "t'"" - z N N I I co I I cc w) I I a nIILJE szzII pnI ( a wua.oc a o x[ BASE PANEL. PROMLE ALL COPYRIGHTS RESERVED. - THESE DRAWINGS ARE NOT TO BE COPIED IN ANY FORM am WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE ENGINEER. r WALL PANEL 7 BASE PANEL ABOVE BOTTOM OF WALL LINE POST . yr. 07 N a- 4 ARS BASE HIM CAULK I ° I m III III I I I BASE TO TOP FOOTING CMWCTIONS 3000 PSI A CONCRETE TYPICAL ELEVATION FOR ICY WALL FOOTING DETAIL D= 12'-0• H. FOR W-D' AND W-W H. WALLS TOGETHER ELEVATION W-0' H. FOR 6'-0' AND 8'-W H. WALLS TOGETHER OPTIONAL 16'•D' H. FOR 8'-0' AND 8'-W H. WALLS TOGETHER CAP 4 m 0 4 io L W-V H. OR W-D" H. LINE POST FV H. OR "* H. J LINE POST OPTIONAL) 8'-0' H. OR 8'-W H. DECO POST EI EVATION F3 m FOOTING NEU-0--a-WiNaffiTElw F F C 00 0NEM 0mEaimm 00MUm oo© oA QO 00 a• -._ 0 nmlimm MUi 0 Ot:._•i EEEA0NUJE OPTIONAL CAP DETAIL Tf1D \/IL\A/ I I. I I. I I' I I. BASE TO TOP CONNEcnONS rr .78ACKED ALL COPYRIGHTS RESERVED. THESE DRAWINGS ARE NOT i TO BE COPIED IN ANY FORM mil LE ! 'iw .f WITHOUT THE EXPRESSED V/i• 1 WRITTEN PERMISSION OF THE ENGINEER. Y Lu 0 a QQ W d W RI M•I YQ4 Almw*-w AllO in-" e 1111110" mw on WA O a Z N N I n q ^ I I N v m20 w AI® ILLf•AYH IML onre enll aws sM¢T lb FOUNDATION SYMBOLS AND TERMS P applied Resultant Force On Columns From Wind Loads (kips) P Counteractive Force From Foundation (kips) sl Earth Stability Pressure (kips/sq fl) Diameter Diameter Of Foundation (in) Et Distance To P applied From Ground Level (ft) D Dep1h Of Foundation (ft) P- sl•Dismeler•D/(237D+2.64H) FOUNDATION DEPTH CALCULATIONS SI - 3 kips/sf Height Length Diameter P applied H D P 6 20 IS 2.760794 3.02 3.25 3.032239 6 20 20 2.760794 3.02 3 2.993531 6 20 24 2.760794 3.02 L7S 3.131405 8 20 18 3.696275 4.02 4.2S 3.929421 8 20 20 3.686273 4.02 4 3.991326 R 20 24 3.696275 4.02 3.5 3.RR7295 LOAD ON TYPICAL POST S1.l l2 x 20' - 2" 1030.8 #/ft V - 1030.E x IV 10307.79 M 1030.8 x l Or x6 618459.2 in-# x 1.3-13399.9S# it 1.3 903997.005 in-4 Mu - tAsfy (d - Asfy2fcB ) B-12" fc 5000 psi fy= 60000 psi Ace= 2.1"I'si 4 47j _ 2.4053si Vu- 13399.9515.75 x 9.0625 x .85 - 340.053 psi Vc- (1.93c+ BOO cw (Vud/Mv)) V/M wl / wl26 , Cw As/ Bvd Cw Vud / Mu = As / Bwd • wld / wl% = As / Bw16 vc - (1.93c + 2300 As / Bw16) 1.9S000 + 2SOD x 2.4053 / S.75 x4 6' 131.7799 < 3.5S000 247.4673 a r/ 340.053. 151.7799 - 18R.274 AV 198.274 x 12 x 5.75 /60000 .2165 sift 7" X24'XWYPAID j rs DESIGN DATA PRECAST 0.1 SPAN 19' F'C 5000 PSI L. L. 0 N/FT. BATA ''.up D. L. - -BO #/FT. DEN ISO PCF R EC =1 4286R26 PSI SECTION PROPERTIES REINFORCEMENT W 24.0000 IN. ES 29000000.0000 PSI H- 7.0000IN. FY- 60000.0000 PSI Wl- 0.0000 IN. D- 3.3000IN. H1= 0.0001)IN. YS= 3.5000IN. W2- 0.0000 IN. AS MAX- 2.1129 SQ.IN. H2 O.0000 IN. AS MIN - 0.2600 SQ.IN. A 168.0000 SQ. IN AS REQ.- 0.3941 SQ.IN. 1- 686.0000IN. 4 AS- 0.6136 SQ.IN. YB 3. 5000IN. NO. OF BARS 2 SIZE #5 SBA 1%. 0000IN. AS'-- 0.MW SQ.IN. YT- 3. 5000IN. - _ NO. OF BARS- 0 SIZE #0 ST 196. 0000IN. - YS' 0.0000 IN. WT= 175. 0000 LB. FS'= 0.0000 W. Mu PROVIDED = 109999.2379 IN. # Mu REQUIRED" 720195000 IN. # Mu LEFTOVER - 37969.7S78 IN. # 94y' x ZO'-al Wind Load 46 PSF Load Factor 1.275 Wall Height 8 FT Length 19. 583 FT Top Beam Width 6IN Height 71N Bottom Beam Width SIN Height 61N Column Length 12IN Width SIN Panel Width 2.51N PANEL MOMENT CAPACITY PROGRAMFc= 5 KSI B = 121N. Fy- 60 KSI D- 1.251N. AREA OF STEEL - 0.07 SQ. IN. As MIN. 0.050 SQ. IN. As MAX. 0.379 SQ. IN. BI 0. 800 A- 0.092IN. phi Mn - 0.390779 KIP FEET Mp " 0. 350729 KIP FEET TOP BEAM MOMENT CAPACITY PROGRAM F'c - 5 KSI B _ 71N. Fy - 60 KSI D _ 4S IN. AREA OF STEEL- 0.47 SQ. IN. As MIN. - 0.105 SQ. IN. As MAX. - 0.795 SQ. IN. BI - 0. 900 A 1.331IN. phi Ma = 11.38833 KIP FEET Mtb = 11. 245% KIP FEET BOTTOM BEAM MOMENT CAPACITY PROGRAM Fe - 5 KSI B 61N Fy_ 60 KSI D - 3.94 IN. AREA OF STEEL O.SS SQ. IN. As MIN - 0.079 SQ. IN. As MAX. = 0.597 SQ. IN. BI- 0. 800 A- 10241N. phi Mn - 11.33227 KIP FEET Mbb = 11. 24596KIP FEBT CO&MN MOMENT CAPACITY PROGRAM Pc Isa X1 B 41N. S Fy_ 601 IgII D- 6.S IN. AREA OF STEEL Q.. As MIN. - 0. D87 Q. e, MA( .1" 0. 7 SQ. IN s r BI - phi Mn - 0. 900 P A'- 24 IN. 18.31765 KIP FEET! me- 19.29099 KIP FEET Wind Load 46 PSF Load Factor 1.275 Wall Height 6 FT Length 19.583 FT Top Beam Width 6IN Height 7IN Bottom Beam Width SIN Height 61N Column Length 121N Width SIN Panel Width 2. 3IN PANEL MOMENT CAPACITY PROGRAM F'o= 5 KSI B = 121N. Fy- 60KSI D- 1.251N. AREA OF STEEL - 0. 05 SQ. IN. As MIN. 0.050 SQ. IN. As MAX. - 0.379 SQ. IN. Bl 0.900 A - 0.059 IN. phi Mn - 0174632 KIP FEET MP 0.177223 KIP FEET TOP BEAM MOMENT CAPACITY PROGRAM Pc S KSI B 7 IN. Fy - 60 KSI D - 4.5 IN. AREA OF STEEL- 0. 47 SQ. IN. Ace MIN. - 0.105 SQ. IN. As MAX = 0.79S SQ. IN. BI 0.900 A 0.948IN. phi Ma 8.51 SO97 KIP FEET Mtb = 9.434469 KIP FEET BOTTOM BEAM MOMENT CAPACITY PROGRAM Pc 5 KSI B 61N Fy- 60 KSI D - 3.94 TN. AREA OF STEEL 0. 59 SQ. IN. As MIN = 0.079 SQ. IN. As MAX. = 0.597 SQ. IN. BI - 0.800 A- 1.365 IN. phi Mn - 8.502439 KIP FEET Mbb = BA34469 KIP FEET COLUMN MOMENT CAPACITY PROGRAM Pc 5 KSI B 4 IN. Fy - 60 KSI D- 6.5 IN. AREA OF STEEL - 0. 9 SQ. IN. As MIN. - O.DB7 SQ. IN. As MAX. = 0.657 SQ. IN. B1 - 0.900 A - 1.412 IN. phi Mn - 10.42941 KIP FEET me- 102631 KIP FEET a rnmuvc wtotn ur scam tm/ ' D Distance From Compression Edge To Center of Reinforcing (in) Pc Yield Strength of Concrete (ksi) Fy Yield Strength of Reinforcing Steel (ksi) As Area Of Steel ( sq in) phi Mn Factored Moment for Reinforcing Conditions (kip feet) MP Applied Moment on Panel (kip feet) Mtb Applied Moment on Top Beam (kip feet) Mbb Applied Moment on Bottom Beam (kip feet) Me Applied Moment on Column (kip feet) As Top Beans, Bottom Beam, and Column AREA OF STEEL REQUIRED ( summation of bar auras) Required on both sides of beam at a distance D from the opposite side of the beam. This area of steel only represents 12 the total nNtriremeal. Panel AREA OF STEEL REQUIRED / LINEAR FOOT OF PANEL As - AREA OF STEEL REQUIRED (q in) Height Span Panel Top Beam Bottom Beam Column 6 20 0.05 0.470 OS80 0.4' 8 20 0.07 0.66' 0.86• 0.90 Area of Steel required only represents one half of the total requiremextL Equal Arras (As) arc required on both sides of the member. F Pu•91, iz 0 1 9A 12 ' P Resultant Force On Columns From Wind Loads (kips) Ve Total Factored Shear Fora From Applied Loads (kips) AV Arta Of Shear Stroup Steel (Each Bar) (sq in) a Spacing of Shear Stirrups (in) OVz Factored Shear Strength from Stirrups (kips) OVe Factored Sbcw Strength from Concrete (kips) LOAD ON 45 POSE' 31.112 X 19' - 1" - 975.3937 #/ft V 975.3937x l( V-W 9753.937#x 1.3= 126B0.118# M - 545.1982 x 10'-0"2 x6-327119.934 in-# x1.3=760R07.0635 in-# As - 1.0441 si 2- #74-- 1.2026 si Vu/do - 12690.119# / . 85 x 6.25" x 4.1875"=168.2358psi Vc - 1.9 x 5000 + 2500 it 1.2026 /6.25" x IV x 6' -142.367E psi Vs 16B.2358-142. 3679 _ 25.9679 psi < 50 AV - 50 x 6. 25' x 12 / 60000 - .0625 si/ft CHECK BOTTOM 2' HGH PANEL. Mu - 51.112 x T-O"x 19'-0"2 11.5 x 1.3-717961.03427 in-0 Vu = 31.112 x 2'-O"x 1914" / 2/x/1.3 = 1262.4746in# 51.112x2'x 1. 3 - 2 1 97.SNft x IAft)/IA=9.078#/R USE -80 (SEE LEE WIND LOAD SYME30LS AND TERMS V Wind Velocity (mph) I Importance Factor Kz Velocity Pressure Exposure Coefficient Kzt Topographic Factor Kd Wind Directionality Factor C Gust Effect Factor CCld !mental Pressure CoelLciem • Gust Effect Factor Cf Force Coefficient Cp External Pressure Coefficient qz Velocity Pressure (psf) F Wind Force (psf) Af Area of Influence ( sq ft) WIND LOAD DESIGN Reference: ASCE 7-95 Wind Velocity: 140 MPH V=140 I= .87 ( Table 6. 2: Category 1) Kz 1.03 (Table 6-3: height level 0 - IS ft: Exposure D) Kzt. is not mq' d h < I S exposure D Section 6.5.5 G = .85 (Gust Factor: Section 6.6 Exposure D) Cf = 12 (rabic 6- 9 . Solid Sign H/L less than 3) Formula: qz - .00256 Kz Kzt V^21(Wind Pressure) F= qz G Cf Af (Wind Force) qz _ .00256(1.03) ( 1) (140) (140) (.87)= 44.91b/sgft F= 44.9 (.85) ( 1.2) Af= 43.9 Af (I b) Reference: ASCE 7-93 Wind Velocity: 14ON PH V-140 Kd = 0. 95 (Table 6-6 Solid Signs) 1- 0.77 (Table 6-I: Category 1) Kz- 1.03 (Table 6-5: Height level 0 - 15 ft: Exposure D) KzL is not roq' d h < 15 exposure D Section 6.3.7 G- .85 (Gust Factor. Section 6.5.8) GCpi 0.011 (Table 6-7 open buildings) Cf= 12 (Table 6- 11; Ratio height to width <3) Cp- 0.9 (Table 6-3 ) Formula: qz = XV256 Kz Kzt Kd V^2 I (Wind Prcssmc) F= qz G Cf Af (Wind Force) qz = .00256 (1.03) p) (0.8S) (140) (140) (0.77) 3.SIbJgft F -33.8 (0. 85) (1.2) Af- 34.4 AQIb) SHEAR RFJIWiORCING FOR COLUMNS Shear Reinf. OVe = 3. 125 kips Height Length P Va Avh a AV OVa OVs+OVe 6 20 1.72 3.44 0.0033 3.25 0.02 2.04 5.165 a 20 2.29! 4.59 0.0033 3.25 0.02 2.D4 5.165 r" ti .4: 1e LLJ Q 0 a saw tau as wr uar sat AIMED o-ro-co ano 01-25ma nets® aonsrm am Or WA p a dI' Gnaw.'; FF • orIMmwe antserr soon ALL COPYR*HTS RESERVED. - t 11 M DRAWINGSARE NOT TO BE COPIED IN ANY FORM BMW f WITHOUT TIDE E sESSM WRITTEN PE1R IISSION OF Ti• 12104INEER. J PERMIT #W-Z3417 Off ICE. C OPY A TERRA FIRMA ALESTAR CAR WASH ROOF TRUSS LAYOUT 120 M.P.H. WINDLOAD PARTIALLY ENCLOSED ALL HEADERS AND BEAMS BY BUILDER THE TYP. ROOF PITCH IS 6/12 INTERIOR BEARING WALLS ARE SHADED 109: ILL IR1I MCI 16 IO [,111 1111.14 DIK- IUwIIP I iSRMi VNEA10I U INK KPIllo I11IAIIK fRA" A(IHX VW IKK. AR IAIERAI IRNK IMI IS AIVAK RIW k IS X R(VIX110 Q IK KKK [STAR SUBIIt1(D FOR YOUR N%Nk A'PRfNED APPROVED nth revKvs PREPARED BY: DEN ARTHUR DAtE 8/I/02 TRUSS RM1 STARS CAR HASH nRA FIRMA 1 779 M 8/l/02 T/12 In, x5t so. I I —-7r, I r-- /—\rl II I I I S NDS) WARNING GENERAL Familiarity with the CONSTRUCTION DESIGN DOCUMENTS the TRUSS DESIGN DRAWINGS and TRUSS PLACEMENT PLANS (if required by the CONSTRUCTION DESIGN DOCUMENTS) is required to properly erect, brace, and connect the trusses to the building system. All of the care and quality involved in the design and manufacture of wood trusses can be jeopardized if the trusses are not properly handled, erected, and braced. THE CONSEQUENCES OF IMPROPER HANDLING, ERECTING, AND BRACING MAY BE A COLLAPSE OF THE STRUCTURE, WHICH AT BEST IS A SUB- STANTIAL LOSS OF TIME AND MATERIALS, AND AT WORST IS A LOSS OF LIFE. THE MAJORITY OF TRUSS ACCIDENTS OCCUR DURING TRUSS INSTALLATION AND NOT AS A RESULT OF IMPROPER DESIGN OR MANUFACTURE. Prior to truss erection, the builder/erector shall meet with the erection crew for a safety and planning meeting, making sure each crew member understands his or her roles and responsibilities during the erection process. TEMPORARY ERECTION BRACING TRUSSES ARE NOT MARKED IN ANY WAY TO IDENTIFY THE FREQUENCY OR LOCATION OF TEMPORARY ERECTION BRACING. All temporary bracing shall comply with the latest edition, recommendations and options as described in the Wood Truss Council of America's Warning PosterP9 described herein. Additional important safety information can be found in the Truss Technology in Building series of publications including Always Diagonally Brace for Safety; Web Member Permanent Bracing: Brace it for Stability, and Construction Loading, and/or as specified in the CONSTRUCTION DESIGN DOCUMENTS prepared by the building designer. PERMANENT TRUSS BRACING Permanent bracingfor the roof or floor trusses is the responsibility of the building designer and should bePotY99 shown on the CONSTRUCTION DESIGN DOCUMENTS. Permanent bracing locations for individual compres- sion members of a wood truss are shown on the TRUSS DESIGN DRAWINGS, and shall be installed by the building or erection contractor. This bracing is needed for the proper performance of individual trusses within the roof or floor system. The design and connection of the bracing to the truss and then to the overall building system is the responsibility of the building designer, and is in addition to the permanent bracing plan, which is also specified by the building designer. SPECIAL DESIGN REQUIREMENTS Special design requirements, such as wind bracing, portal bracing, seismic bracing, diaphragms, shear walls, or other load transfer elements and their connections to wood trusses must be considered separately by the building designer, who shall determine size, location, and method of connections for all bracing as needed to resist these forces. UNLOADING & LIFTING AVOID LATERAL BENDING NEVER HANDLE TRUSSES FLAT Beginning with the unloading process, and throughout all phases of construction, care must be taken to avoid LATERAL BENDING of trusses, which can cause damage to the lumber and metal connector plates at the joints. USE SPECIAL CARE IN WINDY WEATHER. IF USING A CRANE WITHIN 10 FEET OF AN ELECTRIC LINE, CONTACT THE LOCAL POWER COMPANY. IF USING A CRANE WITHIN 5 MILES OF AN AIRPORT, CONTACT THE AIRPORT 30 DAYS PRIOR TO ERECTION TO LEARN ABOUT ANY SAFETY REGULATIONS THAT MUST BE FOLLOWED. JOB SITE HANDLING Spreader bar for M, t ALL TRUSSES SHOULD BE PICKED UP AT THE TOP CHORDS IN A VERTICAL POSITION ONLY Proper banding and smooth ground allow for unloading of trusses without damage. This should be done as close to the building site as possible to minimize handling. DO NOT break banding until instal- lation begins. Hand erection of trusses is allowed, provided excessive lateral bending is prevented. DO NOT STORE UNBRACED BUNDLES UPRIGHT DO NOT STORE ON UNEVEN GROUND If trusses are stored vertically, they shall be braced in a If trusses are stored horizontally. blocking should be used manner that will prevent tipping or toppling. Generally, on eight to ten foot centers, or as required, to minimize cutting of the banding is done just prior to installation. lateral bending and moisture gain. CARE SHOULD BE EXERCISED WHEN REMOVING BANDING TO AVOID DAMAGING TRUSSES. During long term storage, trusses shall be protected from the environment in a manner that provides for adequate ventilation of the trusses. If tarpaulins or other material is used, the ends shall be left open for ventilation. Plastic is not recommended, since it can trap moisture. HOISTING ALL TRUSSES THAT ARE ERECTED ONE AT A TIME SHALL BE HELD SAFELY IN POSITION BY THE ERECTION EQUIPMENT UNTIL SUCH TIME AS ALL NECESSARY BRACING HAS BEEN INSTALLED AND THE ENDS OF THE TRUSSES ARE SECURELY FASTENEDTO THE BUILDING. AVOID LATERAL BENDING 60• \ / or or less A rox. PP { lagul 1/2 truss length 1/2 tAruss lengthragliIupto30feetupto30feet Truss sling is acceptable where these criteria are met. SPREADER BAR SPREADER BAR TOE IN TOE IN TOE IN TOE IN Approx. len112 to 2/3.J I Approx. 1/2 to 2/3 truss length taus length up to 60 feet up to 60 feet Tagline Tagline Use spreader bar in ALL other cases. It should be noted that the lines from the ends of the spreader bar "TOE IN"; if these lines should "TOE OUT" the truss may fold in half. STRONGBACK/ SPREADER BAR STRONGBACK/ SPREADER BAR PPA,prox.2/3to3l4 Approx. 2/3 to 3/4 truss length truss length9 over 60 feet over 60 feet Tagline For lifting trusses with spans in excess of 60 feet, it is recommended that a strongback/spreader bar be used as illustrated. The strongback/spreader bar should be attached to the to chord andP web members at intervals of approximately 10 feet. Further, the stroll backs reader bar shouldPPN9P be at or above the mid -height of the truss to prevent overturning. The strongback/spreader bar can be of any material with sufficient strength to safely carry the weight of the truss and sufficient rigidity to adequately resist bending of the truss. BEGINNING THE ERECTION PROCESS It is important for the builder or erection contractor to provide substantial bracing for the first truss erected. The two or more trusses making up the rest of the first set are tied to and rely upon the first truss for stability. Likewise, after this first set to truss- es is adequately cross -braced, the remaining trusses installed rely upon this first set for stability. Thus, the performance of the truss bracing system depends to a great extent on how well the first group of trusses is braced. GROUND BRACE - EXTERIOR GROUND BRACE - INTERIOR One satisfactorymethod ties the first unit of trusses off to a Another satisfactorymethod where height of building or99 series of braces that are attached to a stake driven into the round conditions prohibit bracing from the exterior is to tieP99 ground and securely anchored. The ground brace itself should the first truss rigidly in place from the interior at the floor be supported as shown below or it is apt to buckle. Additional level, provided the floor is substantially completed and ground braces in the opposite direction, inside the building, are capable of supporting the ground owing forces. Securely also recommended hasten the first truss to the middle of the building. Brace the Note: Locate ground braces for bracing similar to exterior ground bracing shown at left. Set first truss directly in line with all trusses from the middle toward the end of the building. rows of top chord continuous tat- properly cross -brace the first set of trusses before remov- erel bracing (Dither temporary or permanent). ing floor braces and setting remaining trusses. r 2nd, 3rd & 4th trusses 2 x:4:minimum First truss Temporary support d "wall or temporary 45° +" scaffolding (helps First buss to be well when installing long braced before erection clear span trusses) Ground bra of additional units. Brace the bracing Ground bracing Bearing for trusses Late. _or Ground stakes Minimum Tio 16d Pook Double Headed Nails a q, l k 2x4 minimum Size s End diagonals to grountl stales This level represents11/2' netraticn ground floor on single/ storya lica[iona Chord INADEQUATE SIZE OF BRACING MATERIAL OR INADEQUATE FASTENING IS A MAJOR CAUSE OF ERECTION DOMINOING. ERECTION TOLERANCE 1„ — Length Length I —r J— Lesser of — Length o/w or 2' Length 16 to 32' = 7' Length 16' to 32' = 1' t1 Plumb Bob Length 32' & war = 2' Length 32' & war = 2' j Complying with erection tolerances is critical to achieving an acceptable roof or floor line, AND TO ACCOMPLISHING EFFEC- TIVE BRACING. Setting trusses within tolerance the first time will prevent the need for the hazardous practice of respacing or adjusting trusses when roof sheathing or roof pudins are installed. Trusses leaning or bowing can cause nails to miss the top chords when sheathing is applied, and create cumulative stresses on the bracing, which is a frequent cause of dominomg. WHEN SHEATHING, MAKE SURE NAILS ARIF nRIVEN INTO TH E TOP' CHORD OF THE TRUSSES. BRACING I 1 DO NOT INSTALL TRUSSES ON TEMPORARILY DO NOT WALK ON TRUSSES DO NOT WALK ON OR GABLE ENDS LYING FLAT CONNECTED SUPPORTS UNBRACEDTRUSSES direction L of nailing i All anchors, hangers. tie -downs, seats, bearing nails ledgersetc- that are part of the supporting structure brace shelf be accurately and properly placed and perma- e nently attached before truss installation begins. No direcil 1 for trusses shall ever be installed on anchors or ties that 1 have temporary connections to the supporting strut- direction irection ing lure of rome j NAILING SCABS TO THE END OF THE BUILDING NAILS IN HDRAWAL TO BRACE THE FIRST TRUSS IS NOT RECOM- WELL NAILED PARALLEL TO FORCE) MENDED. All nailing of bracing should be done so that nails are driven perpendicular In the direction of (PERPENDICULAR TO FORCE) force, as shown at right. BRACING REQUIREMENTS FOR 3 PLANES OF ROOF Temporary erection bracing must be applied to three planes of the roof system to ensure stability: Plane 1) Top Chord (sheathing), Plane 2) Bottom Chord (ceiling plane), and Plane 3) Web Member plane or vertical plane perpendicular to trusses. 1) TOP CHORD PLANE. Most important to the builder or erection con- 2) BOTTOM CHORD PLANE. In order to hold proper spacing on the tractor is bracing in the plane of the top chord. Truss lop chords are bottom chord. temporary bracing is recommended on the top of the bot- susceptible to lateral buckling before they are braced or sheathed. form chord, Top Chord Diagonal Bracing Continuous Continuous lateral Web Web members lateral bracing bracing Not to scale. Bosom Chord Spars 45- 60': Use spacing m greater Man 6'. 2 x 4 x 10' Length Bottom Chord lapped over two 9'- Spans between 30 - 45': Use a' spacing. or' 1Spans up to 30': Use 10' spacing. trusses. ContinuousTemporary Lateral Bacing Temporary Diagonal, (where possible place at Bracing every 20' earn top chord par) 9' Connect end of 45m bracing to rigid support or add diagonalbracing at approximately 20' intervals (repeat at both ends). ' R pTemporary Diagonal 2" x 4" x 10' Length Long spans, heavy loads or other spacing cormgurations Bracing every 20' lapped over two trusses. may require closer spacing between lateral bracing and closer intervals between diagonals. Consult the buito y EXACT SPACING BETWEEN TRUSSES SHOULD BE MAINTAINED designer, HIS, DSB (Recommended Design Specilicaban AS BRACING IS INSTALLED to avoid the hazardous practice of removing for Temporary Bracing of Metal -Plate Connected Wood bracing to adjust spacing. This act of "adjusting spacing" can cause trusses to Trusses) or WTCA's Truss Technology in Building Always topple it connections are removed at the wrong time. Diagonally Brace for Safety document. DIAGONAL OR CROSS -BRACING IS VERY IMPORTANT! SEE WTCA' S TRUSS TECHNOLOGY IN BUILDING ALWAYS DIAGONALLY BRACE FOR SAFETY DOCUMENT FOR ADDITIONAL BRACING OPTIONS 3) WEB MEMBER PLANE. "X' bracing, as shown, is critical in preventing trusses from leaning or dommoing. Repeat as shown to create a succession of rigid units. Continuous X- bracing lateral brecing Web members 10-15'+1-15 max. max. X-bracing should be installed on vertical web members wherever possible, at or near lateral bracing. Plywood sheathing may De substituted for X-bracing. Web members I-n20 Brace the woe aN \ bracing 69''y. y Bottom chords DO NOT USE SHORT BLOCKS TO BRACE INDIVIDUAL TRUSSES WITHOUT A SPECIFIC BRACING PLAN DETAILING THEIR USE ky See WTCA' s Truss Technologyin Building 9 AlwaysDiagonally Brace for Safety document for short block use options BRACING REQUIREMENTS USING THE SAME PRINCIPLES APPLY TO PARALLEL CHORD TRUSSES VIM*P! Note: Top chords and some web members are not shown, \ / in order to make drawings more readable. STACKING MATERIALS DO NOT PROCEED WITH BUILDING COMPLETION UNTIL ALL BRACING IS SECURELY AND PROPERLY IN PLACE Platform must be rigidly braced V NEVER STACK MATERIALS ON UNBRACED Proper distribution of construction materials is a must during OR INADEQUATELY BRACED TRUSSES construction. See Viuss Technology, in Building Construction Loading for additional Tradditional information Acceptable against out- sideloadbearing wall Acceptable overload bearing wallNEVER STACK MATERIALS NEAR A PEAK Always stack materials over two or more trusses. NEVER STACK MATERIALS ON THE Not to exceed 4'0' maximum from bearing CANTILEVER OF A TRUSS 4H° t single asRoofing andmechanical contractors are cautioned to stack P& materials only along outside supporting members or directly NEVER OVERLOAD SMALL GROUPS over Inside supporting members. Trusses are not designed for OR SINGLE TRUSSES. POSITION LOAD dynamic loads (i.e., moving vehicles). Extreme care should be taken when loading and stacking construction materials OVER AS MANY TRUSSES AS POSSIBLE. (rolled roofing, mechanical equipment, etc.) on the roof or floor system. Sleepe Ills Panel point NEVER CUT ANY STRUCTURAL Sleepers for mechanical equipment should be located at panel points (joints) or over main supporting members, and MEMBER OF A TRUSS. only on trusses that have been designed for such loads. CAUTION NOTES Errors in building lines and/or dimensions, or errors by others shall be corrected by the contractor or responsible construction trade subcontractor or supplier BEFORE erection of trusses begins. Cutting of nonstructural overhangs is considered a part of normal erection and shall be done by the builder or erection contractor. Any field modification that involves the cutting, drilling, or relocation of any structural truss member or connector plate shall not be done without the approval of the truss manufacturer or a licensed design professional. The methods and procedures outlined are intended to ensure that the overall construction techniques employed will put floor and roof trusses SAFELY in place in a completed structure. These recommendations for bracing wood trusses originate from the collective experience of leading technical personnel in the wood truss industry, but must. due to the nature of responsibilities involved, be presented only as a GUIDE for use by a qualified building designer, builder, or erection contractor. Thus. the Wood Truss Council of America expressly disclaims any responsibility for damages arising from the use, application, or reliance on the recommendations and information contained herein. Selected text and figures referenced or reproduced from HIS and DSB by permission of the Truss plate Institute, Matllson, WI. WOOD TRUSS COUNCIL OF AMERICA One WTCA Center 6300 Enterprise Lane Madison WI 53719 608/274-4849. 608/274-3329 fax WERT" wtca@woodtruss.com • www.woodtruss.com Copyright 0 198E2002 Wood Truss Council of America All war" rr o,.,A Jo. - cuss russ ype O y y ERFWFIRMI VAECSTARS-C.W7JOB71DUT0779 TERRAF-1 A ROOF TRUSS 42 1 optional) 5tarrc Truss F a., nc, oc ge, FFM95 , . A ur 2 5 s ov 6-20 i e n us nes, nTc: fhu Aug 0T15--.45-40-2002-Page 3-1 12-1-8 21-11-4 125-0-01 2-6-6 40-0-12 47-8-3 0 0 Q 2-3-13 9-9-12 9-9-12 3-0-12 7-6-6 7-6-6 7-7-7 2-3-13 Scale = 1:88.7 5x6 - 6.00 FT2- 8x8 7 6 5x8 T 4x5 8 4x5 --, W7T4 5x8 5 6 0 4 9 W8 9 8x8 5x8 T 10 W4 5x8W10 4 x 5 3 4x5 2 T W5 B4 B5 11 121 13 I B2 o19181701 kvkkvvv04x54x8 - 3x6 = 4x8 = 4x5242322211514 2x5 II 4x8 - 3x5 II 3x5 II 4x6 - 4x10 = 8x12 = 5x12 - 3-13 12-1-8 21-11-4 125-0-0, 32-6-6 1 40-0-12 47-8-3 0-0 Q 2-3-13 9-9-12 9-9-12 3-0-12 7-6-6 7-6-6 7-7-7 2- 133 Plate Onsets dge LOADING (psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CSI TC 0,60 DEFL in (loc) I/defl Vert(LL) -0.12 14-15 >760 PLATES GRIP M1120 197/144TCDL15.0 BCLL 0.0 Lumber Increase 1.25 Rep Stress Incr YES BC 0.61 WB 0.50 Verl(TL) -0.23 23-24 >999 Horz(TL) 0.01 14 n/aBCDL10.0 Code FBC2001 1st LC LL Min Vdefl = 360 Weight: 364 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 4-11-11 cc bracing. Except: B1 2 X 4 SYP SS, B4 2 X 4 SYP SS, B2 2 X 4 SYP SS 1 Row at midpt 6-20WEBS2X4SYPNo.2 *Except* WEBS 1 Row at midpt 4-20, 7-19, 8-19W12X4SPFStud, W3 2 X 4 SPF Stud, W9 2 X 4 SPF Stud W10 2 X 4 SYP No.3, W12 2 X 4 SYP No.3, W1 12 X 4 SYP No.3 WI 2 X 4 SPF Stud REACTIONS (Ib/size) 21=1747/0-7-10, 15=1116/0-7-10, 24=1069/0-7-10, 14=567/0-7-10 Max Horz 24=288(load case 4) Max Uplift2l=-830(load case 4), 15=-637(load case 5), 24=-592(load case 4), 14=-528(load case 5) Max Grav21=1747(load case 1), 15=1116(load case 1), 24=1069(load case 1), 14=577(load case 7) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=219, 2-3=-702, 3-4=-702, 4-5=71, 5-6=71, 6-7=-183, 7-8=-183, 8-9=-567, 9-10=-567, 10-11=28, 11-12=28, 12-13=219 BOT CHORD 1-24=-192, 23-24=-192, 22-23=0, 21-22=0, 20-21=-1651, 6-20=-1 196,19-20=-64, 18-19=507, 17-18=-25, 16-17=-25, 15-16=-1042, 10-16=-1000, 14-15=0, 13-14=-192 WEBS 2-24=-948, 2-23=826, 4-23=-56, 20-23=644, 4-20=-746, 6-19=672, 7-19=-212, 8-19=-462, 8-18=-51, 10-18=570, 14-16=-200, 12-16=168, 12-14=-416 NOTES (4) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level, using 6.0 psf top chord ;:` 4deadloadand4.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed <' < .°o i building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, ` e`:' • 'i1Fi!,+ < they are not exposed to wind. The lumber DOL increase is 1.25, and the plate grip increase is 1.25 '? , C;o` 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 830 lb uplift at joint 21, 637 lb uplift at . ; '' " 1 • `t joint 15, 592 lb uplift at joint 24 and 528 lb uplift at joint 14. 4) TRUSS ENGINEER -OF -RECORD: Randall Byrd, P.E.#23451, 2325 Jason Street, Merritt Island, FL 32952 LOAD CASE(S) Standard jTOF A G 0 2 002 u ITERRAP-1 Al ROOF TRUSS I2." I1 IDS airCTrusta., nc, Rocle F7-3Zg5b G. ur l`--- 12-1-8 21-11-4 25-0-0 32-6-6 40-0-12 47-8-3 0-0-Q 2-3-13 9-9-12 9-9-12 3-0;:2 7-6-6 7-6-6 7-7-7 2-3-13 Scale = 1:88. 5x6 6.00 FT£ 8x8 7 6 5x8 T 45 4 8 4x5 5x8 5 6 09 5x8 4 W8 g 9 8x8 T W4 10 W10 5x8 4x5 3 4x5 2 T W B4 65 11 12112_ 13 to 62 19 18 17 kotoV4x5 24 23 22 4x8 = 21 3x6 - 4x8 - 4x5 15 14 2x5 II 4x8 - 3x5 11 3x5 II 4x6 - 4x8 = 8x12 - 5x12 - 3- 1 12-1-8 21-11-4,25-0-0, 32-6-6 40-0-12 47-8-3 0 0-1-8 21-11-4,25-0-0, 32-6-6 40-0-12 47-8-3 0 0 Q 2-3-13 9-9-12 9-9-12 3-0-12 7-6-6 7-6-6 7-7-7 2-3-13 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0.62 Vert(LL) 0,12 15 >999 M1120 197/144TCDL15.0 Lumber Increase 1.25 BC 0.76 Vert(TL) -0.23 23-24 >999BCLL0.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.05 14 n/aBCDL10.0 Code FBC2001 1st LC LL Min Well = 360 Weight: 364 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 5-7-5 oc purlins. BOT CHORD 2 X 4 SYP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 4-1-3 oc bracing. Except: B1 2 X 4 SYP SS, B4 2 X 4 SYP SS, B2 2 X 4 SYP SS 2 Rows at 1/3 pts 6-20WEBS2X4SYPNo.2 *Except* WEBS 1 Row at midpt 20-23, 4-20, 7-19, 8-19, 10-18W12X4SPFStud, W3 2 X 4 SPF Stud, W9 2 X 4 SPF Stud W10 2 X 4 SYP No.3, W12 2 X 4 SYP No.3, W1 12 X 4 SYP No.3 W1 2 X 4 SPF Stud REACTIONS (Ib/size) 21=2510/0-7-10, 24=817/0-7-10, 14=1173/0-7-10 Max Horz 24=288(load case 4) Max Uplift2l=-1039(load case 4), 24=-523(load case 4), 14=-873(load case 5) Max Grav21=2510(load case 1), 24=920(load case 6), 14=1178(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=219, 2-3=-254, 3-4=-254, 4-5=696, 5-6=696, 6-7=162, 7-8=162, 8-9=-666, 9-10=-666, 10-11=-1697, 11-12=-1697, 12-13=219 BOT CHORD 1-24=-192, 23-24=-192, 22-23=0, 21-22=0, 20-21=-2413, 6-20=-2018, 19-20=-624, 18-19=596, 17-18=1518, 16-17=151815-16=75, 10-16=283, 14-15=0, 13-14=-192 WEBS 2-24=-696, 2-23=423, 4-23=88, 20-23=233, 4-20=-917, 6-19=1412, 7-19=-521, 8-19=-996, 8-18=504, 10-18=-987, 14-16=-200, 12-16=1720, 12-14=-1022 NOTES (4) 1) This truss has been checked for unbalanced loading conditions. t1111 I I I/ 2) This truss has been designed for the wind loads generated by 120 mph winds at 15 If above ground level, using 6.0 psi top chorddeadloadand4.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed ` r • t`i ^ • • ° N l building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, , • • • ; . they are not exposed to wind. The lumber DOL increase is 1.25, and the plate grip increase is 1.25 .v`' ;;,? 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1039 lb uplift at joint 21, 523 lb uplift at : • joint 24 and 873 lb uplift at joint 14. 4) TRUSS ENGINEER -OF -RECORD: Randall Byrd, P.E.f/23451, 2325 Jason Street, Merritt Island, FL 32952 k• ; LOAD CASE(S) Standard ;• T F : k` aun`d2 0 • russ russ ype Qiy y STAkW(;7 / 3UO5W6T0779 TERRAF-1 A2-GAB ROOF TRUSS 2 1 optional) Sfa russ Fla., Inc, age, 295 , D.G74ri ur K1 s NOV 1b 20 0"FAeWC Indus nes-Inc-.-TfFu-Aug--01-T5-45-43-2002-Page 3-1 9-10-9 17-5-4 25-0-0 32-6-12 40-1-7 47-8-3 50-0-Q 2-3-13 7-6-12 7-6-12 7-6-12 7-6-12 7-6-12 7-6-12 2-3-13 Scale = 1:86. 5x6 - 6.00 F12- 20 19 21 18 22 17 23 16 24 8x8 14 15f 3 25 26 8x81327 12 28 0 1b1 g 8 2§0 9 S 6 S 6 31 S 2 STI 4 32S4 S 2 33 4x57 8 8x8 6 T S 0 S 0 34 8x8 4x5 4 5 S 8 S 8 35 36 3 S6 S6 37 22 4 S 38 1 T 1 39 1 3MOM1 4x5 4x5 - o 77 76 75 74 73 72 71 70 69® 66 65 64 63 62 61 60 59 58 59655 54 53 52 51 5C948 47 46 45 44 43 42 41 40 3x6 = 5x6 = 5x8 = 5x6 = 3x6 - 3- 9-10-9 17-5-4 25-0-0 1 32-6-12 40-1-7 47-8-3 50-0-Q 2-3-13 7-6-12 7-6-12 7-6-12 7-6-12 7-6-12 7-6-12 2-3-13 Plate se s 1,0 ,0-4: T, 7 0 49 Z 10- - LOADING (psf) SPACING 2-M CSI DEFL in (loc) l/defl PLATES GRIP TCLL 20.0 Plates Increase 1,25 TC 0.18 Vert(LL) n/a n/a M1120 197/144 TCDL 15.0 Lumber Increase 1.25 BC 0.04 Vert(TL) n/a - n/a BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.01 40 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 544 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SPF Stud WEBS 1 Row at midpt 20-59, 19-60, 18-61, 17-62, 16-63, 15-64, 14-65, OTHERS 2 X 4 SYP No.3 *Except* 21-58, 22-57, 23-55, 24-54, 25-53, 26-52 ST16 2 X 4 SYP No.2, ST17 2 X 4 SYP No.2, ST16 2 X 4 SYP No.2 ST15 2 X 4 SYP No.2, ST14 2 X 4 SYP No.2, ST13 2 X 4 SYP No.2 ST12 2 X 4 SYP No.2, ST17 2 X 4 SYP No.2, ST16 2 X 4 SYP No.2 ST15 2 X 4 SYP No.2, ST14 2 X 4 SYP No.2, ST13 2 X 4 SYP No.2 ST12 2 X 4 SYP No.2 REACTIONS (Ib/size) 68=7/46-0-0, 49=7/46-0-0, 56=7/46-0-0, 59=128/46-0-0, 60=125/46-0-0, 61=120146-0-0, 62=120/46-0-0. 63=120/46- 0-0, 64=120/46-M. 65=122/46-0-0, 66=118/46-0-0, 67=114/46-", 69=119/46-0-0, 70=120/46-M, 71=120/46- M, 72=120/46-0-0, 73=120/46-0-0, 74=119/46-0-0, 75=127/46-M, 76=-48/46-0-0, 77=424/46-0-0, 58=126/46- 0-0, 57=115/46-0-0, 55=118/46-0-0, 54=120/46-0-0, 53=120/46-", 52=122/46-0-0, 51=118/46-0-0, 50=114/46- 0-0, 48=119/46-0-0, 47=120/46-", 46=120146-0-0, 45=120/46-0-0, 44=120146-0-0, 43=119/46-0-0. 42=127/46- M, 41=-48/46-", 40=424/46-M Max Horz68=273( load case 4) Max Uplift6l=-88( load case 4), 62=-99(load case 4), 63=-90(load case 4), 64=-87(load case 4), 65=-90(load case 4), 66=-85(load case 4), 67=-91(load case 4), 69=-89(load case 4), 70=-88(load case 4), 71=-88(load case 4), C 72=-88(load case 4), 73=-87(load case 4), 74=-89(load case 4), 75=-94(load case 4), 76=-302(load case 4)„ 77=-109(load case 5), 57=-87(load case 5), 55=-102(load case 5), 54=-90(load case 5), 53=-87(load case 5), f1•-':'';.• 52=-90(load case 5), 51=-85(load case 5), 50=-91(load case 5), 48=-89(load case 5) 47=-88(load case 5) :' l i `i• y:.... 46=-88(loadcase5), 45=-88(load case 5), 44=-87(load case 5), 43=-89(load case 5), 42=-93(load case 5),;,: r . x',: 'r 41=- 255(loadcase5), 40=-36(load case 4) Max Grav68=7( load case 7), 49=7(load case 6), 56=7(load case 1), 59=239(load case 5), 60=125(load case 1), wo 61=122( load case 5), 62=120(load case 6), 63=120(load case 1), 64=120(load case 1), 65=122(load case 1` J 66=118(load 6), 67=114(load 6), 69=119(load 1), 70=120(load 1), 71=120(load 6 n" case case case case case , 72=120(load case 1), 73=120(load case 6), 74=119(load case 1), 75=127(load case 1), 77=429(load case 6.). 58=126(load case 1), 57=116(load case 7), 55=118(load case 7), 54=120(load case 1), 53=120(load case 1), 52=122(load 1), 51=118(load 7), 50=114(load 7), 48=119(load 1), 47=120(load 1), r G+ case case case case case vgo 46=120(load case 7), 45=120(load case 1), 44=120(load case 7), 43=119(load case 1), 42=127(load case 1), 40=429(load case 7) A D 20. 0 Continued on page 2 TERRAF'1 IA2-GAB IROOF TRUSS FORCES ( lb) - First Load Case Only TOP CHORD 1-2=200, 2-3=24, 3-4=40, 4-5=40, 5-6=40, 6-7=40, 7-8=40, 8-9=40, 9-10=19, 10-11=40, 11-12=40, 12-13=40, 13-14=41, 14-15=40, 15-15=40, 16-17=40, 17- 18=40, 18-19=40, 19-20=38, 20-21=38, 21-22=40, 22-23=40, 23-24 =40, 24-25=40, 25-26=40, 26-27=41, 27-28=40, 28-29=40, 29-30=40, 30-31=19. 31- 32=40, 32-33=40, 33-34=40, 34-35=40, 35-36=40, 36-37=40, 37.F38=-17, 38-39=200 BOT CHORD 1-77=-133, 76-77=-133, 75-76=-17, 74-75=-17, 73-74=-17, 72-73=-17, 71-72=-17, 70-71=-17, 69-70=-17, 68-59=-17, 67-68=-17, 65-67=-17, 65-66=-17, 64- 65=-17, 63-64=-17,52-63=-17, 51-62=-17,60-61=-17, 59-60=-17, 58-59=-17, 57-58=-17, 56-57=-17, 55-56=-17, 54-55=-17, 53-54=-17, 52-53=-17, 51- 52=-17, 50-51=-17, 49-50=-17, 48-49=-17, 47-48=-17,45-47=-17, 45-46=-17, 44-45=-17,43-44=-17, 42-43=-17,41-42=-17, 40-41=-133, 39-40=-133 WEBS20-59=-101. 19-60=-98, 18-61=-94, 17-62=-93, 15-63=-93, 15-64=-93, 14-65=-96, 13-66=-91, 12-67=-94, 11-69=-94, 9-70=-93, 8-71=-93, 7-72=-93, 6-73=-93, 5- 74=-94,4-75=-93, 3-76=-60, 2-77=-356, 21-58=-98,22-57=-94, 23-55=-93, 24-54=-93, 25-53=-93, 26-52=-96, 27-51=-91, 28-50=-94, 29-48=-94, 31-47=-93, 32- 46=-93, 33-45=-93, 34-44=-93, 35-43=-94, 36-42=-93, 37-41=-60, 38-40=-356, 2-76=161, 38-41=161 NOTES ( 8) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level, using 5.0 psi top chord dead load and 4.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.25, and the plate grip increase is 1.25 3) 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 Detail" 4) All plates are 2x5 M1120 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 lb uplift at joint 61, 99 lb uplift at joint 62, 90 lb uplift at joint 63, 87 lb uplift at joint54, 90 lb uplift at joint 65, 85 lb uplift at joint 66, 91 lb uplift at joint 67, 89 lb uplift at joint 69, 88 lb uplift at joint 70, 88 lb uplift at joint 71, 88 lb uplift at joint 72, 87 lb uplif atjoint73, 89 lb uplift at joint 74, 94 lb uplift at joint 75, 302 lb uplift at joint 76, 109 lb uplift at joint 77, 87 lb uplift at joint 57, 102 lb uplift at joint 55, 90 lb uplift at joint54, 87 lbuppliftatjoint53, 90 lb uplift at joint 52, 85 lb uplift at joint 51, 91 lb uplift at joint 50, 89 lb uplift at joint 48, 88 lb uplift at joint 47, 88 lb uplift at joint 46, 88 lb uplift at joint 45, 871bupliftatjoint44, 89 lb uplift at joint 43, 93 lb uplift at joint 42, 255 lb uplift at joint 41 and 36 lb uplift at joint 40. 7) Non Standard bearing condition. Review required. 8) TRUSS ENGINEER -OF -RECORD: Randall Byrd, P.E.#23451, 2325 Jason Street, Merritt Island, FL 32952 LOAD CASE(S) Standard 2002 Job russ russ ype Oty P y ERFWFIRNWACCSTARS-CtiV7J09#06T0779 TERRAF-1 C ROOF TRUSS 6 1 optional) a russ a., nc, Rockfi gd -3295 : D-G: Arihur 0 1 s ov 16 20 0 i e n us nes, nc. hu—ug 0-1-15:45-46-200 age 6-1-7 12-0-0 17-10-9 24-0-0 6-1-7 5-10-9 5-10-9 6-1-7 Scale = 1:41. 5x6 - 3 6.00 [1r2- 4x6 4x6 4 15 W2 W2 1 5 0 0 3x5 - 3x5 - o 9 8 7 6 2x5 4x8 - 3x8 - 2x5 2-1-12 12-0-0 21-10-4 24-0-0 2-1-12 9-104 9-10-4 2-1-12 LOADING (psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CSI TC 0.55 DEFL in (loc) I/deft Vert(LL) 0.04 8 >999 PLATES GRIP M1120TCDL15.0 Lumber Increase 1.25 BC 0.61 Vert(TL) -0,30 6-8 >813 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.02 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Well = 360 Weight: 109 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc puriins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SPF Stud REACTIONS (lb/size) 9=1080/0-3-8, 6=1080/0-3-8 Max Ho'9=142(load case 4) Max Uplift9=-565(load case 4), 6=-565(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=493, 2-3=-793, 3-4=-793, 4-5=493 BOT CHORD 1-9=-436, 8-9=794, 7-8=794, 6-7=794, 5-6=-436 WEBS 2-9=-1560, 2-8=-96, 3-8=293, 4-8=-96, 4-6=-1560 NOTES (4) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 15 It above ground level, using 6.0 psf top chord dead load and 4.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosedbuilding, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.25, and the plate grip increase is 1.25 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 565 lb uplift at joint 9 and 565 lb uplift at joint 6. 4) TRUSS ENGINEER -OF -RECORD: Randall Byrd, P.E.p23451, 2325 Jason Street, Merritt Island, FL 32952 LOAD CASE(S) Standard t a 4t o y 1 s• kf T' A a 2082 mob , ru russ ype Oly P y RFWFIRMA/ALL5TAK5 G.vv.wvCrru6 i Ui rac TERRAF-1 C1-GAB ROOF TRUSS 2 1 optional) Starr c nc, Rockle g e, russ a., F1-M5 , ur .2 R s ov 20 Mi e- n us nes, Inc. Thu Aug 0-1"TS45.--4TZ002— age 6-1-7 12-0-0 ` 17-10-9 24-0-0 6-1-7 5-10-9 5-10-9 6-1-7 Scale = 1:41. 5x6 - 3 6.00 [TT 4x6 4x6 ST S 1 S 1 T5 4 W 2 ° II II II $ ° U 0 II 5 1 3 II 03II 01 3x5 - 3x5 - 8 7 69 4x8 — 3x8 - 2-1-12 12-0-0 21-10-4 24-0-0 2-1-12 9-10-4 9-10-4 2-1-12 LOADING (psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CSI TC 0.55 DEFL in (loc) Vdefl Vert(LL) 0.04 8 >999 PLATES GRIP M1120 197/144 TCDL 15.0 BCLL 0.0 Lumber Increase 1.25 Rep Stress Incr YES BC 0.61 WB 0.91 Vert(TL) -0.30 6-8 >813 Horz(TL) 0.02 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Well = 360 Weight: 172 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc puriins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SPF Stud OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 9=1080/0-3-8, 6=1080/0-3-8 Max Horz9=142(load case 4) Max Uplift9=-565(load case 4), 6=-565(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=493, 2-3=-793, 3-4=-793, 4-5=493 BOT CHORD 1-9=-436, 8-9=794, 7-8=794, 6-7=794, 5-0=-436 WEBS 2-9=-1560, 2-8=-96, 3-8=293, 4-8=-96, 4-6=-1560 NOTES (7) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 15 It above ground level, using 6.0 psi top chord dead load and 4.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.25, and the plate grip increase is 1.253) 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 Detail" 4) All plates are 2x5 M1120 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 565 lb uplift at joint 9 and 565 lb uplift at joint 6. 7) TRUSS ENGINEER -OF -RECORD: Randall Byrd, P.E.#23451, 2325 Jason Street, Merritt Island, FL 32952 i ' ; ;i'•" -' %;: ,.,. LOAD CASE(S) Standard ac; y rSN 'N' flit{Dµ U 2