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HomeMy WebLinkAbout119 E Colsman Ciro bCITY OF SANFORD PERMIT APPLICATION ► ' A L? - Date: Z0 REC Permit #: EIVED Job Address: in C (74 ;qc4le �l - 7 20 6 Description of Work: R47i0 CJcJWKZ /G X ¢a 6490,, ?" Total Square Footage Historic District: Zoning: Value of Work: $ 3/ 245-, °'a Permit Type: Building /Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial _ Occupancy Type: Residential Commercial Industrial Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) Owners Name & Address: /ZC6CC- C /'LQ'A 00Ow S Phone: _ 4,0%-323- .Sa36 Contractor Name & Address: /'fta0 u 3Z8e7 0219,wop State License Number: G6`12-Soia2157 Phone & Fax: 407 6119/ 9 S 23 Contact Person: /?d3 J4e4 ,,—,,„ 1 iP.bpae: rA / vy 7 ro 784 4o4 Bonding Company: Address: Mortgage Lender: Address: Architect/Eagineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptans verification that 1 will notify the net of the property of the requirements of Florida Lien Law, FS 713. c f it ' Signature of O er/hgetR Date Sig u of Contra for/A ent Date Print Owner/ e a 1l - nature ofNo ate of Florida ate CARRIE CHRISTMAN _ OF CSTATE 7664 COMMISSION D3 0 EX,,�P RES 12/5/2008 Owner/Agent iROhV9QMa1M;n io Me or Produced 16 APPROVALS: ZON % UTIL: FD: Special Conditions: Rev 03/2006 Prin ontractor/ gent's ame / Signature of Notary -State of Florida Date Contractor/Agent is Personal) Known to Me or —Produced ID (� V y ENG: BLDG: psi d� Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PAF2+GE(_ DETAIL 31 30 7 3.0-4_(17 .0 32 +� +�--44- a DAVID JOHNSOI1. CFA. ABA if 3d3 43 48 a PROPERTY s 17 APPRA[SEE��.� a 51EMM OLECOUMrY FL. 14 13 12 '';11 90100 . 1101 E. FUMT sT 2 a 4 d 6 1 11 sAMPoit0. rL3x771.1468 407-4568-7806 JE 7 1 A 2 i1 A11.0 a3 27 4A +i 3 (13 9 4 14 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 12-20-30-502-0000-0110 Number of Buildings: 1 Owner: MEADOWS ROGER C Depreciated Bldg Value: $96,402 Mailing Address: 119 E COLEMAN CIR Depreciated EXFT Value: $4,101 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $25,038 Property Address: 119 COLEMAN CIR E SANFORD 32773 Land Value Ag: $0 Subdivision Name: SOUTH PINECREST 3RD ADD Just/Market Value: $125,541 Tax District: S1-SANFORD Assessed Value (SOH): $88,583 Exemptions: 00 -HOMESTEAD Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $63,583 Tax Estimator SALES 2005 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified Tax Value(without SOH): $1,585 QUIT CLAIM DEED 10/2002 04570 1893 $65,000 Improved No 2005 Tax Bill Amount: $1,217 QUITCLAIM DEED 01/1996 03362 0712 $16,500 Improved No Save Our Homes (SOH) Savings: $368 WARRANTY DEED 05/1980 01281 1479 $49,900 Improved Yes 2005 Taxable Value: $61,003 WARRANTY DEED 11/1979 01252 1282 $39,000 Improved Yes DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land Method Units Price Value PLATS: pick... -- FRONT FOOT & 78 163 300.00 $25,038 LEG LOT 11 SOUTH PINECREST 3RD ADD DEPTH .000 PB 11 PG 63 BUILDING INFORMATION Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Num 1 SINGLE FAMILY 1958 6 1,314 1,772 1,314 BLOCKCONC $96,402 $133,891 Appendage / Sgft ENCLOSED PORCH UNFINISHED / 307 Appendage / Sgft UTILITY UNFINISHED 199 Appendage / Sgft OPEN PORCH FINISHED/ 52 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New POOL GUNITE 1979 471 $3,768 $9,420 ALUM PORCH NO FLOOR 1979 208 $333 $832 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. '*` If you recently purchased a homesteaded property your next yeaes property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re web.seminole county title?PARCEL=12203050200000... 4/27/2006 DROOUCiS. INC. (863) 956-3441 CBC1250625 2302 Mercator Drive, Unit 101 ❑ Orlando, FL 32807 2300 Bruner Lane S.E Fort Myers, FL 33912 (941)481-4900 1404 Mercantile Court Plant City, FL 33567 (813)717-9177 z SWORN TO AND SUBSCRIBED BEFORE ME THIS ",) DAY OF j,1 2006 ❑ WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED CORPORATE OFFICE (type of ID) as identification. P.O. Box 491292 Leesburg, FL 34749 1aKK j/1 (352) 787-3622 NO ARY PUBL STATE OF FLORIDA o MY COMMISSION EXPIRES CARRIE CHRISTMAN N07ARYPUBLIC STATEOFFWRIC: COMNi1SSlON # DD37664r EXPIRES 12 5V2008 BONDEDT:in g,r;•;n aGv, 2101 East Main Street POWER OF ATTORNEY Leesburg, FL 34748 (352)787-6783 719 S. Otis Ave. I hereby name and appoint GU1 I Ck C ✓ u 1 u r C Lr of Lecanto, FL 34461 l (352) 746-3312 2302 Mercator Dr.,Unit 101 Orlando,FL 32807, to by my lawful attorney-in-fact, 18040 U.S. Hwy. 441 to act for me and apply to the C14 4 o . ' S� �:p r d Building Department Mount Dora, FL 32757 (352) 383-7135 fora permit for work to be performed at a location (Type) ❑ described as: Section: 1 z. Township Z 1 Range 3 O , 2302 Mercator Dr, Unit 101 Orlando, FL 32807 Lot 5 O � , Block O , Subdivision O 1 I O (407) 681-8823 I I q � C'r�IrY,r, C► � �r, � n �r��r-d �Z�73 ❑ (address of Job) 5059 Ridgewood Ave. Port Orange, FL 32127 �) p C; eY (i�1 t� Qd D 5 (386) 788-1048 (owner of property and address) anyto ign my name and do a things necessary to this appointment. 5333 W. Hwy. 17-92 2� j Haines City, FL 33844 KEITH BAXTER WOOD (863) 956-3441 CBC1250625 2302 Mercator Drive, Unit 101 ❑ Orlando, FL 32807 2300 Bruner Lane S.E Fort Myers, FL 33912 (941)481-4900 1404 Mercantile Court Plant City, FL 33567 (813)717-9177 z SWORN TO AND SUBSCRIBED BEFORE ME THIS ",) DAY OF j,1 2006 ❑ WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED CORPORATE OFFICE (type of ID) as identification. P.O. Box 491292 Leesburg, FL 34749 1aKK j/1 (352) 787-3622 NO ARY PUBL STATE OF FLORIDA o MY COMMISSION EXPIRES CARRIE CHRISTMAN N07ARYPUBLIC STATEOFFWRIC: COMNi1SSlON # DD37664r EXPIRES 12 5V2008 BONDEDT:in g,r;•;n aGv, Permit Number Parcel Identification Number /2 -W -46-V02-6000 -oJ(o Prepared by: ril,�C,e tr �31-I "ZIhire- A(+cmon� ip, 3Z-7iq Return ro: &) T AA,As I3�— 2.303_ n'%sltca AR ClIZlA14 �'P/ -6.L-90-7 NOTICE OF COMMENCEMENT MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY 8K 06316 Pq 01031 tlpq) CLERK S 0 2005109199 W."CONDED 0//07/E006 08:30je? AM i' RECORDINS FEES 10.00 RktORDED BY L McKinley CERTIFIED,tCD,PtiY;�.,rp''�� MARYANNE} MORSE i r nl ceuilnc nionur nnner �► SE � E CAUNTY. FLORID/" •�t- +� State of��aa- County of 3sIA?,, ~/C DE# JUL The undersigned hereby gives notice that improvement(s) will be made to certain real property, and`w- accordance with Chapter 713, Florida Statutes. the following information is provided in this Notice of Commencement. 1. Description of property (legal description of the property, and street address if available) 4C6 cDT // 5. /'/^IQCjCS—j d—ilEO,4,70 Ir 9 � �o%a�►,.� �'r�� AI3 // pS G AS�.►�o�0 ,�l 3 Z� 3 2. General description of improvements) A010 P4r�a COUWL /GA 3. Owner information 90gme 4saoows Name 1/1 ` Cj1C"»0,4 CVtW, r Telephone Number Address SA'J'/`it0 f1 31 Z?73 Fax Number Interest in Property: 4. Fee Simple Title Holder (if other than the owner shown above) Name Telephone Number Address Fax Number S. Contractor k41/c-4/V,- 1A>jo— R,00 6 Name Z?aZ A14c(! T,e Telephone Number 7 _��� _gSz2 Address � � �>60� O o N00 Fax Number $a7 X078 4-(01 6. Surety (if any) Name Telephone Number Address Fax Number Amount of bond $ 7. Lender (if any) Name Telephone Number Address Fax Number 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7., Florida Statutes, Name Telephone Number Address Fax Number 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713.13(1)(b). Florida Statutes, Name Telephone Number Address Fax Number 10. Expiration date of notice of commencement (the expiration date is one year from the date of recording unless a different date is specified): j-�c,C�r v�leac oW � X -T 3 C Date Sign d Signatur of Owner(Note: per §713.13(1)(g), "owner must sign ...and no one else may be nerTn.irt�d to I sign in his or her stead." Sworn to and subscribed before me this rcl day of , 20 --Cfa-- by who is I personally known to me OR as identification. ed -IFC- 0'--a U7 3a0-Ict3-4. _4µ9•D Signature ofNotar�-rnotarial seal must appear below) Furor Rtvi>cJ: 4/98 CARRIE CHRISTMAN NOTARY PUKIC STATE OF FLORID/ COMMISSION # 01)37664(' '-XPIRES 12/5/200P 80 -LADED THPI 1 .gRR.kjn,, , BOUNDARY SURVEY PROPERTY DESCRIPTION: LOT 11, SOUTH PINECREST THIRD ADDITION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 11, PAGE 63, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 23 DO. O FOUND 1/2' I.R. G\�1 h LAP /3382 �4 �O N 90'00'00" E 1 PC FOUND O' /'.4' C.Y. � NO I.D. 0.0 O LOT 12 .J \ LOT 10 76a 64• s9s 60 _` 9s9� tif,J F \ =-- OFC E 10' U.E. S 90100'00" E FOUND 4'.4' C.M. NO 1.0 95.47' (P.& M.) PLAT LIMITS J CURVE DATA C-1 (P.) C-2 R-100.00' R-100.00' L-52.36' L-52.36' Tan=26.79' Tan -26.79' A 29'59'59 6-30'00'00' D= CONCRETE rQ� WPP O - SET 1/2' REBAR h CAP PSM / 702 Q - FOUND PROPERTY CORNER EJ - FOUND 4' X 4' CONCRETE MONUMENT ® - WELL © - GAS METER — tY - FIRE HYDRANT - CENTERLINE 0_BSL - BUILDING SETBACK LINE —X—X—X—X- - BARBED WIRE FENCE 1' - 40'—O—O—O—O- - WOOD FENCE GRAPHIC SCALE—O—O—O—O- - CHAIN LINK FENCE 0 20 40 11HU — - OVERHEAD UTILITY LINES CERTIFIED TO: ROGER C. MEADOWS BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF EAST COLEMAN CIRCLE BEING N90'00'00"E ASSUMED. ACCORDING TO THE FLOOD INSURANCE RATE MAP NO 12117C 0045 E DATED 04/17/95 THE PROPERTY SHOWN HEREON APPEARS TO LIE IN ZONE X . Ac JOB NO. BCA11679l(FIELD DATE:)05/01/06DATE:)05/01/06 DRAWN BY: WCS-JG REVISED: OPERATING U L.B. # 7020 �m FOUND 1/2' I.R. CAP 133!2 0 s 10 xj o �' raj PO.r.'` V LI oQ 3 CrN,10R 0. R. OFFICIAL RECORDS D/B/A DOING BUSINESS AS U. E. - UTILITY EASEMENT D. E. DRAINAGE EASEMENT p D.U.E. DRAINAGE k UTILITY EASEMENT RES. RESIDENCE U. R. - UTILITY ROOM CONIC. - CONCRETE C.B. - CONCRETE BLOCK W.F. - WOOD FRAME COV. - COVERED ENT. ENTRANCE WA1. - WATER METER WPP - WOOD POWER POLE CPP - CONC. POWER POLE A/C AIR CONDITIONER R/W - RIGHT OF WAY 1. R. - IRON ROP 1. P, - IRON PIPE C.M. - CONCRETE MONUMENT FF ELEV - FINISHED FLOOR ELEVATION N 0000 a FOUND 4' DIAY. C.M. NO I.D. NR NOT RADIAL RAD RADIAL R RADIUS A CENTRAL ANGLE L - ARG LENGTH CH.BRG. = CHORD BEARING LS.- LAND SURVEYOR LB. - LAND SURVEYING BUSINESS F - FIELD M -MEASURED C - CALCULATED D = DESCRIPTION P - PLAT PCP - PERMANENT CONTROL POINT PRM - PERMANENT REFERENCE MONUMENT PC - POINT OF CURVATURE PRC - POINT OF REVERSE CURVATURE PT - POINT OF TANGENT POB - POINT OF BEGINNING POC - POINT OF COMMENCEMENT NOTES: I. THIS SURVEY IS BASED ON THE LEGAL DESCRIPTION AS PROVIDED BY THE CLIENT. 2. THIS SURVEYOR HAS NOT ABSTRACTED THE HOWN HEREON FOR EASEMENTS. RIGHTS TEBUILDING Y RESTRICTIONS OF RECORD WHICH FFEC HE TITLE OR USE OF THE LAND. NOT RE NSTRUCT PROPERTY LINES FROM FTIES. B FOOTING OR\ORIG GS HAVE BEEN LOCATED EXCEPT A S' NO IMPROVEMENLITIES HAVE BEEN L6CA7ED EXCEPT A 6. THIS SURVEY ISD WITHOUT THE SIGNATURE AND THL RAISED SEAL OF A FLORIDA LICENSED AND MAPPER I HEREBY CERTIFY THAT WE HA PERFORMED A FIELD SURVEY OF THE HEREON DESCRI ED PROPERTY DRAWING IS A REPRESEN AND M-15 THE HNICAL S NDARDS SET FORTH BRADLEY COX dC ASSOCIATES BY IDA BOARD OF PROFESSI NAL LAND SURVEY S LAND SUR t/EY/NG CODEMA 'PERS PURVE SUANN TO ECRIONGa72602 FOORII. MI 97A RA ES. 405 W. 25TH STREET SANFORD. FLORIDA 327 SI (407) 323-2 ON MICHAEL SHOEMAKE . PSM# AAA E K2- i 1 39' 10" EXISTING HOME ATTACH TO WALL ........................................................................ ............... .................. .... . 40'@ 16' pan roof .024 alum 3" pans -.- — — — — 2x6 SMB �.................................................. POOL - I I I 35'6 3/16"----.— WHITE /16"--_—._ WHITE EXTRUSION & PANS 2x6 SMB .. N O M11' M a 10"-----2,,2' 01 E 2' 4 .81 Rojer Meadows 119 E Coleman Circle Sanford FI 32773 T 8"— �E ---- r 1"--A ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS FOURTH WALL FRAME (IF REQUIRED) BEAM SELECT "L" FROM BEAM SPAN TABLES FOR ATTACHED COVERS USE 'A1' = W/2 + O.H. EXISTING HOST STRUCTURE 3" RECEIVING CHANNEL ANCHORS W/ (3) EACH #8 S. M. S. @ 12" O. C. (SEE ROOF CONNECTION DETAILS SECTION 7) FOURTH WALL FRAME (IF REQUIRED) EXISTING HOST STRUCTURE DO NOT BLOCK FIRE EXIT WINDOW I. I I I I I I I I w I J 'W VARIES O.H. SINGLE CARPORT - PLAN VIEW SCALE: 3/16" = 1'-0" _ PROJECTION _ ° C4 VARIES SECTION 2 2" x BEAM OR PURLINS SELECT'L' FROM BEAM SPAN TABLES FOR ATTACHED COVERS USE 'A2' = W/2 + O.H. ALTERNATE BEAM LOCATIONS 2" x 3" MIN. (SEE TABLE 2.2.1 AND / OR TABLE 2.2.2) ROOF PANELS (SEE TABLES SECTION 7) POST TO BEAM (SELECT FROM TABLE 2.3) POST SIZE AND SPACING (SEE TABLE 2.2.1 AND / OR 2.2.2) SEE FOOTING DETAILS PAGES 2-22 & 2-23 SINGLE CARPORT - ELEVATION VIEW SCALE: 3/16" =1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPW-Aff CONSULTANT P.O. BOX 214386, SOUTH DAYTOUN FL 32121 TELEPHONE: (386) M-4 74 FAX: (386) 7874588 I® NOT O BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 1 PAGE 2-3 I SECTION 2 I ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS UNIFORM LOAD UNIFORM LOAD SINGLE SPAN CANTILEVER UNIFORM LOAD ■■■■■■■■■■■■■■■■ 2 SPAN 1 OR SINGLE SPAN UNIFORM LOAD ■■■■■■■■■■■■■■■■■■■■■■■■ Am A 2 SPAN 1 OR SINGLE SPAN UNIFORM LOAD ■■■■■■■■■■■■■■■■■■■■■■■■ Am A A UNIFORM LOAD 3 SPAN A B C D E 4 SPAN NOTES: 1) 1 = Span Length a = Overhang Length 2) All spans listed In the tables are for equally spaced distances between supports or anchor points. 3) Hollow extrusions shall not be spliced. 4) Single span beams shall only be spliced at the quarter points and splices shall be staggered. SPAN EXAMPLES FOR SECTION 2 TABLES SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 767$686 PAGE ® COPYRIGHT 2004 2-26 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 2 1 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS Table 2.1.2410 Allowable Roof Beam Spans For Attached Covers, Fourth Wall Structures, or Freestanding Gabled Carports For 3 sec. wind gust at 110 MPH; using design load of 12 NSF (36 WSF for Max. Cantilever) Aluminum Alloy 6063 T4 2" x 3" x 0.045" Hollow 2" x 3" x 0.060" Hollow Tllt Load Max. Span'L' I(bond in 'b' or deflectlon'd' Load Width (fL) 1 3 2 Span 3 Span 4 Span -Max. IMax. I ver Width (tL) Max. S 1 3 2 Spa n'L' / bendln9 'b' or deflection V) 3 Span 4 Span Cantilever 4 7'-10" d 9'-8" d 9'-10' d 1'-7" d 4 7'S' d 9'S' d 91-8' d 1'-7" 0 5 7'S' d 8'-11' d 9'-1" b V-6" d 5 7'-2" d 8'-10' d 8'-11' b 1'-0' d 6 6'-10' d 8'-5" d 8'-' b 1'5' d 6 6'-9" d 8'-4" d 8'-1' b 1'-5' d 7 6'S' d 7'-11" b 7'-0' b 1'-4' d 7 6'5" d 7'-9' b 7'-6" b V-4- d 8 6'-9" d T5" b 7'-2' b 1'-3" d 8 6'-1' d 7'-3' b 7'-0" b 1'-3' d 8 5'-11" d 7'-0' b 6'-10" b 1'-3' d 9 5'-11' d 6'-10" b 6'-7' b 1'-2' d 10 5'-9' d 8'-8' b 6'-5' b 1'-2" d 10 5'S' d 6'S" b 6'-3" b 1'-2' d 11 5'-7' d 6'-4' b 6'-2" b 1'-2' d 11 1 5'S' d 6'-2' b 5'-11' b 1'-2" d 12 515' d 6'-1' b 5'-11' b 1'-1" d 12 1 5'-4" b 5'-11' b 5'-9' b 1'-1' d 2" x 4" x 0.045" Hollow Tilt 2" x 4" x 0.044" x 0.100" Self Mating Ream Load Max. spa I (bond in 'b' or deflection 'd') Width (fL) 1 b 2 Span 3 Span 4 Span Max. Cantilever er Load Max. Spa n'L' I bendin 'b' or deflection'd Max. Width (fL) 1 3 2 Span 3 Span 4 Span Cantilever 4 9'-9" d 12'-0" d 12'-3" b 1'-11" d 4 11'-4' d 13'-11' d 14'-3' d 2'-4' 0 6 9'-0" d 11'-2" d 10'-11" b 1'-10' d 5 10'5' d 12'-11' d 13'5' d 2'-2" d 6 8'S' d 10'-4' b 9'-11' b 1'-9' d 6 9'-11" d 12'-3' d 12'5" b 2'-0' d 7 8'-1" d I 9'-7" b 9'-3' b V-8" d 7 9'-5' d 11'-T d 11'-T b 1'-11' d 8 7'-9" d 8'-11" b 8'-8" b 1'-7' d 8 8'-11' d 11'-1' d 1 10'-10" b 1'-10' d 9 7'5" d 8'5" b 8'-2" b 1'S" d 9 8'-8' d10'5" b 10'-2' b 1'-9' d 10 7'-2" b 7'-11" b 7'-9" b V-6' d 10 8'-4' d 9'-11' b 9'S' b 1'-9' d 11 6'-10' b T5' b 7'-4" b 1'5" d 11 8'-1' d W': -61"b 9'-3' b 1'-8' d 12 6'S" b T-4" b T-1' b 1'-5' d 12 7'-10' d 9'-1" b W-10" b 1 1'-7" d 2" x 6" x 0.060" x 0.100" Self Mating Boom 2" x 6" x 0.050" x 0.120" SeH Mating Beam Load Max. Span'L' I (bond in 'b' or deflaction'd') Load Width (fL) 1 & 2 Span 3 Span 4 Span May- I�� vleer Width (fL) Max. Spa I (bonding 'b' or deflection'd') 1 3 2 Spa 3 Span 4 Span Cantilever 4 14'-0' d 17'-4' d 17'-8" d 1 2'-11' d 4 16'5' d 20'-' d 20'-8' d 3'-4" 0 5 13'-0' d IVA" d 16'5' d 2'-8' d 6 15'-3' d 18'-10" d 19'5' d T-2" d 6 12'-3" d 15'-2" d 15'5' b 2'-6' d 6 14'-4" d 17'-9" d 1 T-10" b T-11' d 7 11'-8" d 14'-5' d 14%W b 2'S' d 7 13'5" d I VA 0" d 16'5' b T-10" d 8 11'-2" d 1 13'-9" d 134' b 2'-3' d 8 13'-0" d 15'-11" b 1 15'5' b 2'-8' d 9 10'-9" d 13'-0' b 12'-7" b T-2" d 9 12'-6' d 15'-1' b 10 10'-4" d 12'-4" b 11'-11' b 2'-1" d 10 12'-1" 11 10'-0" d 11'-9' b 11'-5' b 2'-1" d 11 11'-9' d 13'-8" b 13'-2' b 2'-F d 12 9'-9" d 11'-3' b I10'-11' b 1'-11" d 12 11'-5' d 1 13'-1' b 1 12'-7- b 2'-4' d ' Gabled sloped roofs Include gables with a roof slope greater than 1" in 12". Notes: 1. Above spans do not Include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4714 FAX: (386) 767558 PAGE © COPYRIGHT 2004 2-40 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 2 1 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS Table 2.2.1 Allowable Attributable Roof Area per Post for Carports, Patio Covers, and other Open Buildings -ALUMINUM POSTS cwampwc Find Roof Area Needed; Area ='A'; Post Spacing ='S'; Structure Projection ='1M: A = S x (W/2 + O.H.); If 'S' = 10', W = 24', and O.H. = 2' then:'Area' = 140 Sq. Ft. a. For a 9'-6" post and 120 m.p.h. wind load of 14 # / Sq. Ft. post choices are: 1. 2" x 3" x 0.045" Hollow Extrusion 2. All post sizes listed below the 2" x 3" x 0.045' Hollow Section b. If job conditions dictate a post hieght of 10'-11" for A = 140 Sq. Ft. and 120 MPH wind zone. then a 2" x 3' x 0.045" Hollow Extrusion can NOT be used since It can only support a roof area of 114 Sq. Ft. Thus, design must satisfy both height and area requirements. Note: 1. Spans maybe interpolated. 2. For free standing covers, multiply above roof areas by 1.25 (except for 100 MPH). Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT I P.O. BOX 214368, SOUTH DAYTON& FL 32121 i TELEPHONE: (386) 767-4774 FAX: (366) 767$558 i PAGE 2-6�e� © COPYRIGHT 2004 2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. Aluminum Post Wind Load MPH 100 110 120 123 130 140A I 1408 b 150 Attached Cover Uplift = 10 MSF 12 NISF 14 NISF 15 NISF 18 N/SF19 N/SF 30 NISF Free Standing Uplift = 10 NISF '10 NISF 11 N/SF 12 NISF 13 N/SF 15 NISF 30 N/SF Maximum Allowable Roof Area In Square Fest for Various Loads on Post Height Load lbs. 2 x 2" x 0. " Hollow Extrusion or 2" x 2" x 0.045" Snap Extrusion -Aluminum A toy 6063 T-6 7.4" 2064 172 147 1 138 1 129 109 169 8'-7' 1548 155 1 9 111 103 97 81 52 9'-10" 120 120 100 86 80 1 75 63 1 40 11'-1" 903 90 75 65 1 60 1 56 48 30 Height Load lbs. 2 x 3" x 0.045Hollow Extrusion or 2" x 3" x 0.045" SnaD Extrusion - Aluminum Alloy 5063 T-8 8'-2" Z.735 y 2.502 250 1 209 1 179 67 1 156 1 - 132 83 10'-11 596 160 1 133 1 114 1 106 1 100 1 84 12-3" 1,197 120 1 10086 1 80 1 75 1 63 40 Height Load Ibs. 3"x 3"x 0.040" Roil Formed - Aluminum Alloy 3105 H-14 2,381 236 1 198 1 170 159 1 149 I 125 1 79 11'-6" 1.750 179 1 T49 1 128 119 2 1 94 1 '60 13'-4" 1369 139 1 116 1 99 1 93 1 57 1 T3 1 46 5'-0" 1!042 1U4 1 67 1 74 1 69 1 65 1 55 1 35 Height Load lbs. 3" x 3" x 0.060" Roll Formed - Aluminum Alloy 3105 H-14 11-0" 3,600 360 300 1 257 I 240 1 99.1; 1 189 I 120 2-10" 2,700 270 225 193 180 69 90 2100 210 175 150 11317 18'6" 1 575 158 131 113 105 98 83 53 Height Load(lbs.) 3"x 3"x 0.060" Fluted Hollow Extrusion -Aluminum 8063T-8 11'-10" 3.408 341 284 243 227 213 179 114 13'-10" 2 556 256 213 183 170 160 135 85 15-10" 19 88 199 166 142 133 124 105 66 1T-10" 1 491 149 1 124 1 107 99 1 93 1 78 50 cwampwc Find Roof Area Needed; Area ='A'; Post Spacing ='S'; Structure Projection ='1M: A = S x (W/2 + O.H.); If 'S' = 10', W = 24', and O.H. = 2' then:'Area' = 140 Sq. Ft. a. For a 9'-6" post and 120 m.p.h. wind load of 14 # / Sq. Ft. post choices are: 1. 2" x 3" x 0.045" Hollow Extrusion 2. All post sizes listed below the 2" x 3" x 0.045' Hollow Section b. If job conditions dictate a post hieght of 10'-11" for A = 140 Sq. Ft. and 120 MPH wind zone. then a 2" x 3' x 0.045" Hollow Extrusion can NOT be used since It can only support a roof area of 114 Sq. Ft. Thus, design must satisfy both height and area requirements. Note: 1. Spans maybe interpolated. 2. For free standing covers, multiply above roof areas by 1.25 (except for 100 MPH). Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT I P.O. BOX 214368, SOUTH DAYTON& FL 32121 i TELEPHONE: (386) 767-4774 FAX: (366) 767$558 i PAGE 2-6�e� © COPYRIGHT 2004 2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 2 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS "I Table 2.3 Schedule of Post to Beam Size and Number of Thru-Bolts Required Aluminum Alloy 6063 T-8 Beam Minimum # Thru-Bolts @ LaD+%" Minimum Minimum # sin Post Size 1/4" a 3/8"a Knee Brace* I Knee Brace Screws Hollow Sections 2' x 3" x 0.050" Hollow Tilt 2' x 2"x 0.0441 or 2•• - 2" x 3" x 0.050" (3) #8 2' x 2"x 0.045" Snap 2" x 4' x 0.050" Hollow 2- x 3'x 0.045" Hollow 2•" - 2" x 3" x 0.050" (3) #8 2" x 3"x 0.045" Snap Self Mating Beams 2" x 4" x 0.038" X 0.100 3" x 3"x 0.060" Scalloped 2 - 2" x 3' x 0.050" 3 #8 2" x 5" x 0.050" X 0.100 3" x 3"x-0.060' Ilo d 2 - 2' x 3" x 0.050" 3 #8 2' x 6' x 0.050" X 0.120 3' x 3'x 0.060' Scall 2 - 2" x 3" x 0.050' 3 #10 Z' x 7' x 0.055" x 0.120" 3" x 3" x 0.093" 3 2 2" x 4' x 0.050' 3 #10 2" x 7" x 0.055'x 0.120" 3" x 3" x 0.093" 3 2 2' x 4" x 0.050" (3) #10 w/ insert 2' x 8' x 0.072' x 0.224- 3" x 3"x 0.093' 1 3 2 2' x 4" x 0.050' (3)#12 2' x 9' x 0.072" x 0.224" 3"x3"x0.125' 4 3 2'x 4'x 0.050" 3 #14 2'x9"x0.082"x0.306" 3"x 3'x 0.125" 4 3 2'x4'x0.050' 3 #14 2'x10'x0.092"x0.369" 4"x4'x0.125' 6 4 2'x4"x0.050' 4 #14 The minimum number of thru bolts I 2 • Minimum post/boom may be used as minimum knee brace •• Fasten w/ external screws or clips. See Details. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOFMENT CONSULTANT P.O. BOX 214388, SOUTH DAYTONA, FL 32121 TELEPHONE: (388) 787.4774 FAX: (388) 7878588 PAGE c®COPYRIOMT X04 2-54 ,� NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRnTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. ATTACHED $ FREE-STANDING COVERS AND UTILITY SHEDS I SECTION 2 ANCHORS (SEE SECTION 9) CONCRETE SLAB OR FOOTING ALUMINUM/STEEL COLUMN 'U' CHANNEL (SEE SECTION 9 FOR CONNECTIONS) CONCRETE ANCHORS (SEE SECTION 9) POST TO CONCRETE CONNECTION INTERNAL OR EXTERNAL RECEIVING CHANNEL SCALE: 3" = 1'-0" ANCHORS (SEE SECTION 9) CONCRETE SLAB OR FOOTING ALUMINUM / STEEL COLUMN 2"x 2" WITH WALL THICKNESS EQUAL TO OR GREATER THAN COLUMN WALL CONCRETE ANCHORS (SEE SECTION 9) POST TO CONCRETE CONNECTION INTERNAL OR EXTERNAL ANGLE CLIPS ATTACHMENT DETAILS SHOWN REQUIRE DIAGONAL BRACING FOR FREE-STANDING COVERS lRROSION RESISTIVE STEEL THRU BOLT PER SCHEDULE CONCRETE SLAB OR FOOTING a , SCALE: 3"= V-0" ALUMINUM / STEEL COLUMN INTERNAL EXTRUDED ALUMINUM BASE OR BREAK FORMED U -CLIP WITH WALL (S EQUAL TO OR GREATER THAN POST WALL CONCRETE ANCHORS (SEE SECTION 9) POST TO CONCRETE CONNECTION TUBE COLUMN BASE SCHEMATIC INTERNAL BASE SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214388, SOUTH DAYTONA, FL 32121 TELEPHONE: (388) 787-4774 FAX: (388) 787.6588 I I Q COPYRIGHT 2004 PAGEe� NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 2-21 SECTION 7 ALTERNATE CONNECTION: (3) #8 SCREWS PER PAN WITH 1" MINIMUM EMBEDMENT INTO FASCIA THROUGH PAN BOXED END EXISTING TRUSS OR RAFTER #10 x 1-1/2" S.M.S. (2) PER RAFTER OR TRUSS TAIL #10 x 3/4" S.M.S. @ 12" O.C. EXISTING FASCIA FOR MASONRY USE 1/4"x 1-1/4" MASONRY NCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 2" O.C. EXISTING HOST STRUCTURE: WOOD FRAME, MASONRY OR OTHER CONSTRUCTION SOLID ROOF PANEL PRODUCTS PAN ROOF ANCHORING DETAILS SEALANT HEADER (SEE NOTE BELOW) ROOF PANEL #8 x 1/2" S.M.S. (3) PER PAN (BOTTOM) AND (1) @ RISER (TOP) CAULK ALL EXPOSED SCREW HEADS ROOF PANEL TO FASCIA DETAIL SCALE: 3" = V-0" ROOF PANEL TO WALL DETAIL SCALE: 3"= V-0" SEALANT HEADER (SEE NOTE BELOW) ROOF PANEL #8 x 1/2" S.M.S. (3) PER PAN (BOTTOM) AND (1) @ RISER (TOP) CAULK ALL EXPOSED SCREW HEADS ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 x 1/2" LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2" WASHERS. ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH #8 x 1/2" SCREW EACH. THE PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH #8 x 1" OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RIZER SCREW. #8 x 9/16" TEK SCREWS ARE ALLOWED AS A SUBSTITUTE FOR #8 x 1/2" S.M.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER . DEVELOPMENT CONSULTANT P.O. BOX 2143811, SOUTH DAYTONA, FL 32121 TELEPHONE: (388) W -4T74 FAX: (388) TOT -OW PACE © COPYRIGHT 2004 7-2 1 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.