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HomeMy WebLinkAbout107 Crown Colony WayCITY OF SANFORD PERMIT APPLICATION Permit # : ✓ -� '�-" Date: Job Address: i07 r' -k. <f - l- d _ ECEIVED Description of Work: -- O Historic District: v 22 Zoning: Value of Work: $ 2009 Permit Type: Building X Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: -33-1 Owners Name & Address: / o 7 r'aro t _,., 3 O - Q 5 - oO �o 0 - OG 10 (Attach Proof of Ownership & Legal Description) a SQn Phone: V0 7 3 LS — S� 7 Z Contractor Name & Address: jkcof/ /--lo-e- -3-3 -1 o - e - ,s 330 1-4,x2 u , �p _/e0.0 7 0Ca et u -3 77412/ State License Number: d LO- 3 Phone & Fax: 16 7 &51- %S -z Z Contact Person: Phone: Bonding Company: Address: Mortgage Lender: Address: i�11�lsaj/L'� Address: 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 foundXXe public records of this county, and there may be additional permits required from other governmental entities such districts, state a c' s, or federal agencies. Acceptance of is verification that ill notify theowne of the property of .��mt� Signa re of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: (Initial & Date) Special Conditions: RICHARD RUSH Notary Public, State of Florida My comm expires Feb. 16, 2008 Fc;;;C7�-J 291294 ru Ashton Agency, Inc. (800)4D51-4854 Law of Date PrIt Contractor/Agent' am Sig ature of Notary -State of Florida Date Contractor/Agent is Personally Known to M r _ Produced I D (Initial & Date) Utilities: FD: (Initial & Date) (Initial & Date) RENE BETANCOURT Notary Public - State Of Florlda _ My Camm1 %iw BpYes Oct 31, 2008 'o; Commission # DD 367628 Bonded By National Notary Assn. Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www.scpafl.org/pls/web/re_web.seminole_County_title?parcel=3 319305QS0000061... 5/26/2005 D"m JOHNSON, CFA, ASA PROPERTY t APPRAISER SEMINOLE COUNTY FL. 6 6 1101E. FIRST sT SANFORD, FL 32771-1468 . 407-665-7508 ., IR 2005 WORKING VALUE SUMMARY GENERAL — ----�� Value Method: Market 33-19-30-5QS-0000- Number of Buildings: 1 Parcel Id: 0610 Tax Distri S1-SANFORD Depreciated Bldg Value: $121,459 Owner: GINGER THOMAS A Exemtions: p Depreciated EXFT Value: $0 & MARGARET C HOMESTEAD Land Value (Market): $26,300 Address: 107 CROWN COLONY WAY Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32771 Just/Market Value: $147,759 Property Address: 107 CROWN COLONY WAY SANFORD 32771 Assessed Value (SOH): $136,697 Subdivision Name: CROWN COLONY SUBDIVISION Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $111,697 Tax Estimator 2004 VALUE SUMMARY SALES Tax Value(without SOH): $2,208 Deed Date Book Page Amount Vac/Imp 2004 Tax Bill Amount: $2,208 WARRANTY DEED 04/2005 05694 0281 $248,000 Improved Save Our Homes (SOH) SPECIAL WARRANTY DEED 12/2003 05156 1446 $158,600 Improved Savings: $0 WARRANTY DEED 08/2003 04985 0279 $640,000 Vacant 2004 Taxable Value: $107,716 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Frontage Depth Land Unit Land Method Units Price Value LOT 61 CROWN COLONY SUBDIVISION PB 61 PGS 76 - 78 LOT 0 0 1.000 26, 300.00 $26,300 BUILDING INFORMATION Bid Year Base Gross Heated Bid Est. Cost Bid Type Fixtures Ext Wall Num Bit SF SF SF Value New 1 SINGLE 2003 9 1,120 2,694 2,250 CB/STUCCO $121,459 $122,686 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED / 24 Appendage / Sgft GARAGE FINISHED / 420 Appendage / Sgft UPPER STORY FINISHED / 1130 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 ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web.seminole_County_title?parcel=3 319305QS0000061... 5/26/2005 III of LpgjED PUWER OF AT'T'ORNEY C0,122105— ' Date to sign hisj`het n,arne on my behalf in order to apply for a —Permit for the work to be performed at: 11 Lot Subdivision l � Address—A rl\ Al c CoQ0,90 0 s Tie or narne of eom al le se :Jtsactol of if applicable only'. Type or print narne of owner Signature of owner STATE OF FLORIDA 4RAN.. GE COUNTY The 'forcgoing instrument was ackn w'ledged befor ate &is .2-2— day o 1 by (name of person ac o led )• ?605 (Si tore of otary Public -State of Florida) RENE BETANCOURT Notary PUblIC - State of Florida _' • WCOnftwnEVires0.1f31,2008 - r P Commission # DD 367628 Bonded By National Notary Assn, (print, Type or Stamp Commissioned Name) Persooall knotivn_ OR prod aced idenOication��. y Type of identification produced C C9fl y ,= '* nw C ;'C; t-Cc4) CMt7AP.. (- I Aqn n!1-19 M'In JHn ?J -.:I I Ki T 0) 1 1 1'1 Gtr - 0T C'MM;2 /C? "7?. 1017T11(`it1511J Y _. Parcel Identificatlon Number—, -;?3 - 7_3v - .5 Q 5- 000eMtIRSF., CLEW OF CIRCUIT CMT - OLT COLWY Prepared by: V 62,E c},e-,1q S AK 05777 FIG Oi8E5 ALUMINUM AND MORE CLERK'S 41 20035104i�a0 332 IMAGUIRE ROAD Its I)PI) 06/P,1P/ 5 01123003 PH RFMDING FEE8 10. OCOEE, FL 34761 REDIRDED BY L McKinley Return to: ALUMINUM AND MORE 332 MAGA DIRE ROAD OCOEE, FL 34761 NOTICE OF COMMENCEMENT State of County of -e_ CWIFIED CDPy MAF?yAAJM CLERK OF C RCU�ORS� SEMINOLE O COURT FLORIDA OFp,ry CCERK The undersigned hereby gives notice that improvement(s) will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property (legal- description of the property, and street address if available) ZC✓1-o'wIV C0LCI ,vY 5Lt8-b(v1sIa�J (33 1nI AGS `740-7f 2.General description of improvements) ,!,�S 4. /, 6Aik_ A0v� a x 3 a 3 Owner information Name -7Y, 0A ---r 4s &I h� ter- Telephone Number Vo 7 Address > 0 7 CrOt, rA O,- Way Fax Number 5a.� fo rc✓ F4. _3Z771 Interest in Property: 4. Fee Simple Title Holder (if other than owner shown above) Name Telephone Number Address I. Fax Number 5.' Contractor Name 1444k—'c— '�;'`� �D "e— re Telephone Number yo 7�LL Address 332- "" 1,40t4 Fax Number 0c0le fir!. 3�/7l01 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): Date Signed Sigfiature of Owner Note: per § 3. 3(1)(g), "owner must sign ...and no one else may be permitted to sign in his or her stead." Swom'to and subscribed before me this day of 174 , 20&S— by who is personally known to me OR produced as. identification. RICHARD RUSH J� Notary Public, State of Florida My comm. expires Feb 16, 2008 No. DD291294 Bonded thru Ashton Agency, Inc. (800)451-4854 Form Revised: 12100 for 19 to 20 Signature of Notary (notarial seal to appear below) FLAT OF BOUNDARY SURVEY for: NMAR®NDA Hoo , INC, DESCRIPTION: _LOT C.1_. CROWN COLONY 61 76 RECORDED IN PLAT 'BOOK - ' _ PACE(S) 7�'� ��6 PU8 dC RECORDS OF EMINOLE TRACT A" DETENTION AREA WIT A DRAINAGE EA5EMENT TO 5EMI1'OL5 COUNTY �Q`55AS 0' S' IQ) as J 1 { ortArnlc x.ALG { t ?ERMIT f I PLANS REVIEWED CITY OF SANFORD OFF(dt C ERTIMM TO: Christine P. Law8on. MFC Mortgage ZnC. of Florida Kampf Title & Guaranty Corp, Adnoram Tit3.e Company,znc. Chicago Title _insurance CO. C1 . R- 150.00' A=OG630'01" ARC- 17,02' CM.- ITOV CH.BRO.= N30044'5 VW 'L00D CERTIFICA770N ASED ON THE FEDERAL EMERGENCY 'ANAG£MENT ACENCY FLOOD INSURANCE ATE MAP, THE STRUCTURE COUN T t; FLORIDA % y i 40WN HEREON DOES NOT LIE WTTHIN 4E 100 YEAR FLOOD HAZARD AREA, 115 STRUCTURE LIES IN ZONE " X I )A&UNITY PANEL NO. 120249 0040E 7ECTIVE DAM APRIL 17, 1H5 AP REVISION DATE;;5p ,USJECT TO CHANCE) D C' m AiAp,n/0r npF Ancon nn, n,c a,nar ,rv, v x i, O . n Iv` �l LINE OF LOT 61 BEING S89'5!'4I*W, ?. UNDERGROUND IMPROVEMENTS, ROOF OVERHANGS r AND FOOTERS HAVE NOT BEEN LOCATED.O/' ELEVATIONS ARE BASED ON NATIONAL GEODETIC ^ r VERTICAL DATUM OF 1929. J►J / � 1. BUILDING TIES ARE TD FOUNDATION, 6UILONC TIES ARE NOT TO BE USED TO �nI CONSTRUCT DEED OR PLATTED LINE'S 5. BEARINGS AND DISTANCES SHOWN HEREON ARE �✓��'' MEASURED AND PER RECORDED PLAT UNLESS OTHERWISE NOTED, HE UNDERSIGNED AND CAVONE, INC, LAND SUR ORS and MAPPERS MAKE NO RESERVATIONS OR GUARANTEES AS TO THE INFORMATION REFLECTED HEREON 'ERTAININC TO EASEMENTS, RIGHTS OF WAY, SETBACK LINES, AGREEMENTS AND OTHERI MATTERS, AND FURTHER THIS INSTRUMENT IS NOT INTENDED TO 3Er,'ECT OR SET FORTH ALL SUCH MATTER$, SUCH INFORMATION SHOULD BE O4TAINED1 AND CONFIRMED 8? OTHERS T'HROUC;H APPROPRIATE TITLE VERIFICADON. ABBREVIA 77ONSAEGEND: FOUND 7 1/4" IRON PIPE (LS 2005) 0 FOUND FOUND IRON PIPE Q FOUND CONCRETE A40NUMENT NO, -NUMBER P,T.-POtNT OF TANGENCY CONC-CONCRETE W.E. - WALL EASEMENT R. -RADIUS PJ, -POINT OP INTERSECTION L.S.-LAND SURDVEYOR P, R, C, POINT OF REVERSE CURVATURE D.E.-DRAINAGE EASEMENT \ f ARC -AR(; CRLINELENGTH a%C A�RNCOND8USINESPAD o pFLG IC�ENTR BE R QLF.) D d 1 i�LrkAIN f k �TLUNT OF ND EAS 3EM NI CURVA D.u'��� t 5 DE NTY ALK EAS IiENr� THIS SURVEY NUT VALID UNLESS FMSOSSED __ rten3,UN e m7h' THE SICNATUR AND IRAISE,D SEAL OF l voNE -fNC A FL ZIDA I,ICENSCD UR�EYOR AND MAPPER • RECERTIFIED LAND SURVEYORS AND bfAPF'ERS FINAL LOCATIGN 300 SOUTH RONALD MEACAN BOULEVARD it Ir_:A� FOUNDATION LOCAT/GN LONGWOOD, FLORIDA J2750-8499 W Do W1 F. CA NE •- PRESIDENT FORMBOARD LOCATION TELEPHONE (407) 830-9080 FLORIDA SURVEYOR a..APPER NI)MBER 2003 STAKE HOUSE FAX No. (07) JZ9-3538 LICENSED 9USIN SS NUMBER 3073 STAKE LOT s wn crew IAT crAvc un,Icc{t/)/J.Z.//J7 W mala nv,+i^v I �I7 , COUN T t; FLORIDA % y i 40WN HEREON DOES NOT LIE WTTHIN 4E 100 YEAR FLOOD HAZARD AREA, 115 STRUCTURE LIES IN ZONE " X I )A&UNITY PANEL NO. 120249 0040E 7ECTIVE DAM APRIL 17, 1H5 AP REVISION DATE;;5p ,USJECT TO CHANCE) D C' m AiAp,n/0r npF Ancon nn, n,c a,nar ,rv, v x i, O . n Iv` �l LINE OF LOT 61 BEING S89'5!'4I*W, ?. UNDERGROUND IMPROVEMENTS, ROOF OVERHANGS r AND FOOTERS HAVE NOT BEEN LOCATED.O/' ELEVATIONS ARE BASED ON NATIONAL GEODETIC ^ r VERTICAL DATUM OF 1929. J►J / � 1. BUILDING TIES ARE TD FOUNDATION, 6UILONC TIES ARE NOT TO BE USED TO �nI CONSTRUCT DEED OR PLATTED LINE'S 5. BEARINGS AND DISTANCES SHOWN HEREON ARE �✓��'' MEASURED AND PER RECORDED PLAT UNLESS OTHERWISE NOTED, HE UNDERSIGNED AND CAVONE, INC, LAND SUR ORS and MAPPERS MAKE NO RESERVATIONS OR GUARANTEES AS TO THE INFORMATION REFLECTED HEREON 'ERTAININC TO EASEMENTS, RIGHTS OF WAY, SETBACK LINES, AGREEMENTS AND OTHERI MATTERS, AND FURTHER THIS INSTRUMENT IS NOT INTENDED TO 3Er,'ECT OR SET FORTH ALL SUCH MATTER$, SUCH INFORMATION SHOULD BE O4TAINED1 AND CONFIRMED 8? OTHERS T'HROUC;H APPROPRIATE TITLE VERIFICADON. ABBREVIA 77ONSAEGEND: FOUND 7 1/4" IRON PIPE (LS 2005) 0 FOUND FOUND IRON PIPE Q FOUND CONCRETE A40NUMENT NO, -NUMBER P,T.-POtNT OF TANGENCY CONC-CONCRETE W.E. - WALL EASEMENT R. -RADIUS PJ, -POINT OP INTERSECTION L.S.-LAND SURDVEYOR P, R, C, POINT OF REVERSE CURVATURE D.E.-DRAINAGE EASEMENT \ f ARC -AR(; CRLINELENGTH a%C A�RNCOND8USINESPAD o pFLG IC�ENTR BE R QLF.) D d 1 i�LrkAIN f k �TLUNT OF ND EAS 3EM NI CURVA D.u'��� t 5 DE NTY ALK EAS IiENr� THIS SURVEY NUT VALID UNLESS FMSOSSED __ rten3,UN e m7h' THE SICNATUR AND IRAISE,D SEAL OF l voNE -fNC A FL ZIDA I,ICENSCD UR�EYOR AND MAPPER • RECERTIFIED LAND SURVEYORS AND bfAPF'ERS FINAL LOCATIGN 300 SOUTH RONALD MEACAN BOULEVARD it Ir_:A� FOUNDATION LOCAT/GN LONGWOOD, FLORIDA J2750-8499 W Do W1 F. CA NE •- PRESIDENT FORMBOARD LOCATION TELEPHONE (407) 830-9080 FLORIDA SURVEYOR a..APPER NI)MBER 2003 STAKE HOUSE FAX No. (07) JZ9-3538 LICENSED 9USIN SS NUMBER 3073 STAKE LOT s wn crew IAT crAvc un,Icc{t/)/J.Z.//J7 W mala nv,+i^v KICK PLATE 5. FACIA SCREEN 6. CARRY BEAM DOWN SPOUT 7. ROOF(INS./PAN) GUTTER 8. DOOR 4 KICK PLATE 5. FACIA SCREEN 6. CARRY BEAM DOWN SPOUT 7. ROOF(INS./PAN) GUTTER 8. DOOR owner phn address s u b d i v i s i 0 n SECTION 3A SCREEN, ACRYLIC & .VINYL ROOMS EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) 'LW` FOR MAX. Ham' / UPRIGHT / HEIGHT (h) / 1"x2' VARIES MIN- 3-1/2" SLAB ON GRADE OR RAISED FOOTING TYPICAL SCREEN, ACRYLIC OR VINYL ROOM (FOR FOOTINGS SEE DETAILS W/ SOLID ROOF TYP_ FRONT VIEW FRAMING PAGE 3A-37,38,39) . (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1` x 2` PLATE TO BOTTOM OF WALL BEAM) 'LW LOAD WIDTH FOR ROOF BEAM ALTERNATE CONNECTION P/2' 'P/2' @ FASCIA ALLOWED SIZE BEAM AND UPRIGHTS (SEE TABLES) (SEE SECTION 7 FOR DETAILS) i w O -H. z j / SOLID ROOF / Co F U / NO MAXIMUM / w F_ (ELEVATION SLAB OR GRADE) Co 11 P = PROJECTION FROM BLDG. VARIES I VARIES LW = LOAD WIDTH _NOTES: *'-------'P' VARIES --,� AND W/ IN 6" EACH -SIDE OF UPRIGHT ANCHOR 1Xx`2,TO WOOD ALL W/ #NO R2 M WASHERS OR #10 x 2-1/2' WASHER HEADED SCREW 2'-0" O.C.- ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CUPS AND (2) #8.SCREWS W/ WAS CONNECTION. HERS @EACH POINT OF 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + 0-H.- 3- SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3 4. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: M -123 130 140 1508 #10 #12 #12 TYPICAL SCREEN ROOM SCALE: 3/16'= 11-W Lawrence E. Bennett, P.E. FL # 16644 CMC&7 GlNEVZ-DEWAOAuENTCONSULTANr P.O. BOX 21436$, SOUTH DAYTONA, FL 32127 TELEPHONE. (386) 767-4TT4 FAX (386) 767-65% PAGE 3A-2 o COPYRIGHT 2884 NOT TO BE REPRODUCED IN WHOLE OR W PART WITHOUT THE WRITTEN pERMMION OF LAWRENCE E_ BENNET . p E ■ r. GLASS & MODULAR ROOMS SECTION 313 I RIDGE CAP #8 x 1/2' (3) PER PANEL #8 x 112' @ 24! 0_C_ ROOF 3 ~ ba 1 BEAM SUPPORT STUDS (TYPICAL) s i RECEIVING CHANNEL o (6) #8 x 1/2' S_ M. S. TO STUD AND (8) #8 x 1/2" S_M.S_ TO BEAM J FQ� E 3" ROO lm x� 27X _ - L N ® ® 60' MAX x 2'x 6* S_M_B_ HEADER `" ® ALTERNATIVE BEAM SUPPORT GLASS ROOM FRAMING DETAILS SCALE_ 3' = T-0" Lawrence E. Bennett, P -E. FL # 16644 CIVIL BVGINFER-DEVELOPMFMCMSULTAM P-0. BOX 214368. SOUTH-I)AyrONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6$6 © COPYRIGHT M4 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WR7frEN PERMISSION OF LAWRENCE E BENNETT, P.E_ 313-15 ' L L,S,ECTtON M ' SCREEN, ACRYLIC VINYL ROOMS _ ALTERNATE CONNECTION DETAIL 1'x 2- WITH (3) #10 x 1=1/2" S_M.S_ INTO SCREW BOSS (2) #10 x 1 1/2- S. M. S. INTO SCREW BOSS ANCHOR 1'x2' PLATE TO CONCRETE W/ 1/4°,x 2-1/2- CONCRETE ANCHORS WITHIN 6' OF EACH SIDE OF EACH POST AND 24- O.C_ MAX_ MIN_ 3-1/2` SLAB 2500 PSI CONC. 6 x 6 -10 x 10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE ALTERNATE HOLLOW HOLLOW UPRI.[.1.1 ANCHOR 1- x 2- CHANNEL TO CONCRETE WITH 1/4'x 2 -1/4 -CONCRETE ANCHORS WITHIN 6` OF EACH SIDE OF EACH POST AT 24. O.C- MAX. OR THROUGH ANGLE AT 24.O.C_ MAx MIN_ 3-1/2- SLAB 2500 PSI CONC_ 6x6 -10x10 W W -M- OR FIBER MESH`—' VAPOR BARRIER UNDER I CONCRETE t ALTERNATE PATIO KA 110 SECTION 4 BEAM/HEADER ANGLE CUPS MAY BE SUBSTITUTED FOR INTERNAI SCREW SYSTEMS MIN- (3) #10 x 1 1/2- S.pvLS. INTO SCREW BOSS 1" x 2" EXTRUSION 1-1/8' MIN. IN CONCRETE UPRIGHT TO BASE AND TO BEAM DETAIL 3".= 1'-0' HEADER BEAM (4) #10 x 1/2" S.M.S. EACH SIDE OF POST H -BAR OR GUSSET PLATE i 2"x2'OR2"x3"OR2"S.M.B. POST MIN. (4) #10 x 1/2" S.M.S. @ EACH POST 1' x 2- EXTRUSION 1-1/8- MIN. IN CONCRETE :)N TO IIPRiru-r A LIM f0 BEAN( DETAIL 3'= I -(r Lawrence E. Bennett, P -E_ FL # 16644 P.O.CWX sow-DEVUoPMsaC0 ,%t]rwr 43M SOUTH DAYTOW FL =21 TBS* ONE rJW 767-4774 FAX P w 767 6 'AGE C0VYRMHr2W4 3A-4 NOT ro BE REPR OMXED IN WHOLE OR IN PART WITHOUT THE WRITTEN pERI,,,=0N OF LAWRENCE E. BENNETT, P -E SEC'n6N 3A.. 1/4'x 6" RAWL TAPPER THROUGH 1" x 2' AND ROW LOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NON- STRUCTURAL KNEE WALL 1" WIDE x 0.06r THICK STRAP @ EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4- S -M -S. STRAP TO POSTAND (1)1/4" x 1-3/4- TAPCON TO SLAB OR FOOTING BR KNEE SCREEN, ACRYLIC & vINyL ROOMS ----__ ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4' (NOMINAL) PATIO CONCRETE SLAB (SEE NOTES CONCERNING F113ER MESH) 4 (1) #5 0 BARS W/ 3- COVER (TYPICAL) AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4- =1'-0- 2'-0- MIN. 3-1/2" (TyP. (1) #5 BAR CONT. BEFORE SLOPE __T ALL SLABS)" , TYPE FLAT SLOPE / NO FOOTING Notes: 0-2"/ 12' 1- 2_, 3. 4. 5. `CD 8" TYPE 11 MODERATE SLOPE FOOTING 2"112'- 1'_10' 4" MIN. (2) #5 BAR CONT. TYPE 111 STEEP SLOPE FOOTING The foundations shown are based on a minimum soil bearing pressure of 1,500 sf 1�-10" shall be verified, prior to placing the slab, by field soil test or a soil testing i1'5 p The slab / foundation. shall be rlc.� A � , _ : _ Bearing capacity of soil No footing other than 3-1/2' 4- _ in v� �CUns, roots, and compacted prior to placement of concrete. from the host structure of the nominal) slab � required except when addressing erosion until the projection required. All slabs shall be 3_1� carport 4. Patio cover exceeds 20'-0". Monolithic slabs and footings shall be rninrrulm thick. Then a minimum of a Type If footing is crack control fiber mesh: Fibermesh ®M 500 Psi concrete with 6 x 6 - 10 x 10 welded wire mesh or specification maybe used in lieu, of wi �h' InForceTM e3Tm require (Formerly Fibermesh MD If local building codes mesh. ) Per maufacturers code-Logcode governs. i re a minimum footing use Type If footing or footing section required by local (See additional detail for structures located in Orange County, FL} 6- If a carrier bear, or fourth wall frame is r equired use a Type 11 footing minimum. SLAB -FOOTING DETAILS SCALE: 3/4' =1'-0" Lawrence E. Bennett, P.E. FL # 16644 CMG ENG!!_ DEVELOgy�TC0AMXTAWr P -O. BOX 2-14368. SOUTH DAYTOMA FL 32727 TE-IPHONE. (386) 7U -4n4 FAX- rJSq 767- - > 3A-38 COVYMGHT 288 NOT TO BE REPRODUCED IN WHOLE OR IM PART W ►THOUT THE yyR PERMISSION OF LAWRENCE E BENAIEIT. P.E. SECTION 3A SCREEN, ACRYLIC $ VINYL ROOMS Table 3A-1-1-114 Allowable Edge Beam Spans -Hollow Extrusions for AcrylicVinyl Rooms For 3 second wind gust at 1 0 MpH dY: using design Aluminum Alloy 6063 T-6 Load of 11 #lSF (36 /x/SF for Max Cantilever) 2" x r x 0.044' Load max. Span 't.• / (bending V or deflection rxrx0.05s" Width(fL) LoaMax. Span 1' / (bending ( b' or dei9ection v) i & 2 Span 3 Span 4 gWidth Pan ) 5 Cantilever 1 & 2 Span 3 Span 4S n Max - 5'-4' d 6'-7• d 6 J• d i' -i" d $ Cantilever 6 5-0' d 6'-2' d 6-4' d 1-0" d 5',8' d 6'-11" d T-1` d 7' 2• d b 0-11" d 6 5'4r d 6'-7r d 6-8' d 1'-1' d 8 4-T d 5'-8• d 6-T' b' 0'-11' d 7 5-1" d 6'-3•. d 6' 4' d 1'-0" d g 4.-0" d 5-5' d 5-3' b 0'-10' d 8 4=10' d 10 4-3` d 5!-r b 4'41' b 0'-10" d 9 4'-8" d 5-9 d 5-9` b 0-1-d d 11 4'-1" d 4'-11' b 4tgr b 040' d iD 4' 6` d 5' 6' d 5-0'" b 0_1i- d 12 3'-11' d 4'-8' b 4'-7- b fi 4-4- d 5'4• d 5-2 b 0'-i0' d 3'x 2` x 0.045' 0-10' d 12 4 =3' d 5-2' b 4'41' Load Max. Span 1' / (bending 'b' or deflection • d� 3" x 2" x 0.070` Load width (fL) 1 Max- Span •L' f (bending W or deflection 'd) & 2 Span 3 Span 4 Span �- Width (ft ) 5 6 a" �WL� i & 2 Span 3 Span 4 Span Mair d 7' S" d 'r -7'-r -T' d g y d 5 6'-9` d 8-5' d 8'-7" d Cantilever 1'-4` d 7 S-5' d 6'$' d 6'-i0" 6'r- d 7-11' d 8'-0- d -7-F—d d 8 5-2` d 6'-4" d 6-6" d i-1` d 1.0' d 7 6-1' d T 6" d T-8" d 1'-3` d 9 4'-11` d 6-2` d 6'-3' d 0-11" d 8 5-10" d T-2" d 74* d 1'-2' d 10 4'-9' d 5-i 1' d 5-11' b 0'-1.1" d 5'-T d 6'-11- d 7'-0' d 1'-1' d 11 4'-8' d 5'-9' d 5'-8"b 0'-1 1' d i0 5'-5' d 6'-8" d 6-9" d 1'-1' d 12 4'-6' d 5-7" d 5'-5' b 0 =i 1' d 11 5'-3' d 6'3' d 6'-7" d 1'-0" d r x 3'x 0-045" 12 5-4- d 6'-3" d &-5- d 1'-0- d Load Max Span 1` / (bending b' or deflection 'd� r x 4" x 0.050` Width (iL) Load Max_ Span 'L' / (bending 'b' or deflection 'd') 1&2Spanl 3 Span 4 Span- Wath (IL) 5 Cantilever 1& 2 Span 3 Span 4 Span Max- T 6 d 9'-3" d 9'-5' d 6 T-01 1-6" dCanb'lever 9'-8" d 11 d - 1 T-2' b 1'-11' d 8'-8" d 8-8' b 7 6'-8' d 8-r ` 1-' d 6 '- 9-1 d 11-3' d 11'-1" b d 1'-10' d d 8'-1 b 8 63' d T-9' b T-6- b 1 d 7 V-8' d 10'-8' b b 1'-9" d 9 6' 2' d T-4' b T- - i b 1'-' d 8 8'-3" d 9'-11" b 9'' 9'-T b. 1-8" d 10 51-11" d 6'-11` b 6-9" b 1' 3` d 9 T-11" d 9'-5' b 3-1' b 1'-T d 11 5-9' d 6-8" b 6-5" b 1' 2`I d 10 7'-8" d 8'-11- b 8'-7' b 1' 6" d 12 5'-T d 6-4' _b• 6'-2" b 1-2` d 1-1" d 11 T-5' d 8' 6" b 8' 2- b 1'-6- d Notes' 12 7'_ 3- d 8-1' b 7-10" b 1- Above Vans do not include length of knee brace. Add horizontal connection to the above spans for total beam spares. distance from upright to center of, brace to beam 2. Spans may be interpolated Lawrence E_ Bennett, P.E. FL # 16644 C X ENGINEER- DEVELOP6gNT CONSL&TANT P_O. BOX 214368. SOUTH DAyTOMk FL 3212, TELEPHONE (380767-4774 FAX (386) 767-6556 13A -10 o COPYRIGHT NOT TO SE REPRODUCED iN WHOLE OR IN PART WITHOUT THE WRriTEN PERMISSION OF LAWRENCE E. BENNETT• P.E. SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS Table 3A2-1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 For 3 second wind Aust at 110 MPH velocity: usin4 .desictn load of 11 #/SF Sections 3-0' 3-r Tributary load Width 'W' = Pudin Spacing r -r I 4'-6" I 5'-0" I 5'-6" 6'-0" I 6'-6' I Allowable Height 'H' / bending'W or deftection'd r -r I r -r rx2x0.044' Hollow 9'-5' b 8'-9" b 8-2' b T4" b T-4` b 6=11' b 6'-" b 6-5" b 6'-2' b 5'11" b r x r x 0.056* Hollow 1.93" b 9'-0" b 8=11" b 81— b T-11' b T-7" b T-3' b 6'-11" b 9-9' b 6'-6' b 3- x --x 0.045" Hollow 11' 3" b 10'-S' b 9'-9' b 9'3' b 8-!r b 8'•4" b T-1 V b 7'-8" b TS' b T-2' b r x r x 0.070' Hollow 1Z-9" d i2' 2' d lit --7' d 10'-11' b 1(Y-5' b 9'-11" b 9-6' b W-2- b 8' 10' b 8'•£' b rxrx 0.045` Hollow 12' 9' b 11'-9' b 11-0" b 10'-5` b 9'-10" b 9'-5` b 8=11' b 8'-8" b 8=4' b W-1' b r x 4" x 0.050" Hollow 16'3' b 15=1' b 14-1' b 13'-3' b 12'-7' b 12'-0" b 11`-6` b 11'-0" b 10'-8" b 10'-3" b r x 4" x 0.046' S.M.B. 19-1' b 1T -W b 16-6' b 15'-7' b 14' 9" b 14'-1' b 13'-6' b 12'-11" b 17-6' b 12'-1` b 2'x 5"x 0.050' S.M.B. 23=7' b 21'-10" b 20'-0" b 19'-3" b 18=3" b iT3" b. 16'3' b 16-W b 15'-5" b 14'-11- b 2"x 6" x 0.050" S.M.B. 26'-1' b 24!-2' b 27-7' b 21'-3' b 20' 2" b 19'-3' b 18'•5' b 1T-9" b 1T-1' b 16'-6" b r x r x 0.0x4' Snap 11'-3` b 10 5` b 9'-9' b W-2" b 8'-8' b 8'3' b 7'-11" b T-7' b 7'-4` b 7'4' b 2'x r x 0.045' Snap 14'-4' b I 177 b 12'-5' b 11'-9" b 11'-2" b 10'-7' b 10'-2' b 9'2 b T-5" b 9'-1' b r x 4' x 0-045' Snap 1T--7' b 16-3' b 153" b 14'-4` b I 13'-7-b 12'-11" b 12-5" bj 11.11' bf 11'-6' b 11'-1" b rvr ;� aetivnu wura um -.L aL rcu mvrr verocrrv, usrnn nesrnn rnan trrtir- Sections 3'-0' 1 3'-6- Tributary load Width W = Purlin Spacing 4'-0' 4'-0' I 5--r I 5'-6" I 6'-0" 1 6'-6" 1 Allowable Heigh 'H' i bending b' or deftedion 'd 7'-0'T-6' r x 2' x 0.044' Hollow 8'-8' b 8'-0' b T-6' b T-1' b 6-8'. b 6'-5' b 6'-1` b 5-11" b 5-8' b 5'-6' b rxrx 0.055` Hollow 9'-5' b 8'-9` b 8'-2" b 7'-3' b T-4' b 6'-11' b 6'-8' b 6'-5' b 6-2" b 5'-11' b 3' x r x 0.045' Hollow 10'-5' b 9-7' b 8'-11' b 8'-6' b 8'-0" b T-8" b 7-4" b 7'-1' b 6'-10' b 6'-T b 3' x r x 0.070' Hollow 17-1" d 11'3' b 10'-8' b 1(r 1- b 9'-7' b 9-2' b 8'-9' b 8'-5" b 8'4' b 7'-10" b r x 3' x 0.045' Hollow 12=10' b 11'-11'b 11-2' b i0' -IV b 9'-11' b 9'-6' b 9-1' b 8'-9' b 8'-5' b 8'-2' b r x 4' x 0.050' Hollow 14'-11" b 1T -1(r b 12'-11' b 12'-2' b 11'-7" b 11'-0' b W-7- b 10'2" b 9-9' b 9'-5` b 2"x 4' x 0.046" S.M-B. 1T-4' b 16-3' b 15-2 b 14'-4' b 13'-7- b 1Z-11" b 12'-5' b 11'-11' b 11.6' b 11'-1" b 2'x 5" x 0.050' S.M.B. 21'-8' b 2(Y-1' b 18'-9' b Ir -9- b 16-10' b 16'-0' b 15'-L' b 14'-9' b 14-2' b 13-9" b 2"x 6' x 0.050' S.M.B. 23'-11' b 2Z-2- b 20'-9" b 19'-T' b 18-7- b 17'-9' b 16'-11' b 16'-3' b 15-8' b 15'-2' b r x r x 0-044' Snap 10'-4' b 9' 7' b 8'-11" b 8'-5' b T-11" b T-7' b 7'-4' b T-0' b 6'-9' b 6'-0" b 2" x 3' x 0.045' Snap 13'3' b 1Z -r b 11'-5' b 10'-9' b 10'-3" b I 9-9' b 9'-4' b 8'-11` b 8'-8" b 8'-4' b r XC x 0.045' Snap 16'-2' b 14'-11" b 14'-0' b 13'-2' b 1Z-6" bi 11'-11" b 11-5' b 10'-11' b 1 10'-7- b 19-F—b 17Y1t.5� 1- Above spans do not include length of knee brace. Add hori¢ontal 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 aVtL ENGINES?- DEVEi_OPMOaCOAMXIANT P.O. BOX 214368. SOUTH DAYTONA, FL 3212t TELEPHONE: (386)767-4774 FAX: (386) 767-6556 E © COPYWGNT2m; 3A-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WRHOUT THE WRfrrM PERMISSION OF LAWRENCE E_ HENNEIT. PF_ SECTION 7 . SOLID ROOF PANEL PRODUCTS Table 7.1 .4 Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H-28 3' x 12' x 0.024' 2 or 5 Rib Riser Panels Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 span span span Screen Rooms & Attached Covers 1&2. 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang / Cantilever AN Roofs 100 MPH 14'4- 1T-11' 18'-4' 13'-8" 1T-5' 1T4r 11-2" 14-3' 14'-7* 4'40' 110 MPH 14-1- 1T-11" 18'-4' 12'-9" 15'-9" W -T 10'-6" 13'-0' 13'=9' 3'-11' 120 MPH 13'4' 1T-5" 1T-9' 11:-9' 15'-1' 15-5" T-11" 12'-7" i2'-10". T-9' 123 MPH 13-Y i6-3' 1T-4" 1Y-7- 14'-10" 15-1' I 9'-9" 12'-0' 12'-8' 3'-8" 130 MPH 17-9' 16-9" 16'-0" 11-2" 14'-3' 14-7' 9'-5" 11'-8" 11'-10" 3-7' 140 MPH 1IX-1' i2'-6' 12'-9' 10=1' 12'-6" 12'-9` 8'-11" 11'-1' 111-3' 3'4' 150 MPH 10'-1" 12'-6` 12=9' 10'-1' 12'-6: 12'-9' 8'-6` 10'-6 10'-9' 3=3' 3' x 12' x 0.030" 2 or 5 R1b Riser Panels wind Region' Open Structures Mono -Moped Roof 1&2. 3 4 span span span Screen Rooms & Attached Covers 1&2 3 ` 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang / Cantilever All Roofs 100 MPH 15'-9" 19-5" 19'-10' 14-10' 18'-10- 19-2' 12'-6' 15'-5- 15'-9- 4'-0' 110 MPH 15.3' 19-5" 19-10' 13'-9' 1T-10" 18'-2' 11'-3' 14W 14'-10" 4'-0" 120 MPH 14'-5' 18'-10- 19' 2' 13'-2' 16'-3" 16-T 10'-8' 13'-7' 13'-11' 4'-0' 123 MPH 14'-2" 18'-4' 18'$' 17-11" 15'-11' 16'-4' 10'S' 13'-5" 13'-8' T-11" 130 MPH 13'-9' 1T-4- 1T-9" 12'-6- 15'-5- 15'-9" 10'-2" 12'-11- 13--Z- 3'-10" 140 MPH 10'-11' 13'-6- 13'-9" 10'-11" 13'-6' 13-9' 9'$- 12'-4" 17 T T-8' 150 MPH 10'-11' 13'-6' 13'-9 10'-11" 13'-6' 13'-9" 9'-2" 11' 4" 1 11'-7' 3'-6" 3' x 12" x 0.050` 2 or 5 Rlb Riser Panels Wind Region Open Structures Mono -Sloped Roof 1&7 3 4 span span span Screen.Rooms. & Attached Covers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang! Cantilever All Roofs 100 MPH 18'-0' 22'-9" 23'-2' 1T-10" 22'4" 22'-5" 14'-7' 18'S" 19'-1" 4'-0" 110 MPH 18'-S 22-9' 23'-2' 16-1" 20'-10' 21'-3" 13'-9' 1T-9' 18=1" 4'-0" 120 MPH 1T-10' 22'{?• 22'-5" 15'-5' 19'-10" 20'-3' 12=11' 15-11" 16'-3' 4'-0' 123 MPH 1T-4" 21'S' 21'-10" 13-2' 19-6' 19'-10' 17-8" 151-W 15-11- 4'-O' 130 MPH 16'-1' 20'-4" 20'-9' 14!-7' 18'-8" 19'-1' 11'-11" 15=1" 15'-0' 4-0" 140 MPH 12'-9' 15'-9' 16'-Y 12'-9' 15'-9' 16'-1' 11'-4' 14'S" 14'-Y" 4'-0' 150 MPH 12'-9" 15-9" 16'-1' 12'-9' 15'-9- 16'-1' 10'-9" 13'-9" I 14'-0' 4'-0' voce: I ocal rooT panel wloul = room wusm -► wall mnam - overhang.. Lawrence E. Bennett, P.E- FL # 16644 CML FNGINE M - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767-4774 FAX: (386) 767.6556 PAGE Q COPYRIGHT 2084 7-30 NOT TO BE REPRODUCED IN WHOLE OR IN PART WCTHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT. PE -SULID ROOF PANEL PRODUCTS Table 7.1.6 Allowable Spans for Industry Standard Composite Roof Panels for Various Loads Aluminum Alloy 3105 H44 or H-25 1-0 EPS Core Density Foams 3' x 48' x 0.024' Panic Wind Open Structures ----Mono-Sloped Roof Screen Rooms & Attached Covers Glass & Modular Rooms Enclosed Overhang Cantilever. Region 1&2 3 4 1&2 3 4 1&2 3 4 All 182 span span span span span span span span span Roofs 100 MPH iT-4' 19-4` 18!-T 15-10" 18'-6" 7-1d" IV -8' 13`-8" 13' 3" 4'-d" 111) MIPH 76A67— 19'-4" 18'-9" 14-2" t5' -1d` 15'-3' 101-0' 12'-6" it' -0' 4'-0' 120' - 15-2' 18' 6` 1r—I0 13-3` 14-10" _ W-4" 9-8" 1 d A d' l d'-6' 4"-1` 123 MPH 14'-1d" 17-9L6!!Il-' i 1' 5' 12'-11' 14'-6" t3' -t t" 9'-6" id' -7` 1d'-3` 3'-11" 130 MPH 14'-2' 15-1 d'3" 11-2' 11' 8' 13' 8' 13'-3` 9'-0" 10' 1" 9'-9" 33. 140 MPH 10'-IY' 1i-2'-0' 10'-8" 10'-0" 1 Y-2' 10.10' 8'-4' 9'-4' 9-0"1'50 12-9` MPH t0'-cr 11'-2"l(r 9'-11` 10 0` 11-2` 10'-10- 7`-5" 8'-8" it 12'-9" - v-vw rmrcu Open Structures Screen Rooms Glass & Modular Rooms Overhang Wind Mono Sloped Roof & Attached Covers Enclosed Open Structures Cantilever Region 1&2 3 4 182 3 4 1&2 3 4 All 4 span span span span span span spare span span Roofs 100 MPH 20'-0' 22'-11' 22•-Z' 19'-0' 21'-10' 21'-1' 14'-6" 16'-2' 15•-8' 4'-0' 110 MPH 20'-6' 22-11" 22-2" 1T-11` 20-1' 110 MPH 20'-0" 22'-4" 21-7' 1T 6' 19-7' 120 MPH 19'-6' 21-t0" 21`-1' 15'-9` 18'-8' 18'-1' i 1' 5' 13'-5" 13'40r 4'-0' " 123 MPH 18'-9' 21'-0" 20'-4' 1 13-4" 18'-2" 7T-7- 11-2' 13-1' i2'-8" 4'-0' 130 MPH 16'-9' 19'-4' 18'-9` 14'6" 16'-2" 15`$" 10'-8" 12'-0' 11' 6' 4'-0' 140 MPH 11'-10' 13 3' 12-9` 11'-10" 13-3" 1Z-9' 9'-11` i1 -t- 1 10'-8" 4'-1' 150 MPH 11-10' 13'3' 12'-9" 11-10" 13'-3' 12 9' 9.2' 10'-3' T-11' 3'4' - v-vw rmrcu Open Structures Screen Rooms Glass & Modular Rooms Overhang / Wind Mono Sloped Roof & Attached Covers Enclosed Cantilever Region 1&2 3 4 1&2 3 4 1&2 3 4 All Span span span span span span span span span Roofs 100 MPH 20' 0' 22.4` 21-7' 19=1" 21'-4` 20`-T' 14-2" 15'-10" 15'-3- 4'-0" 110 MPH 20'-0" 22'-4" 21-7' 1T 6' 19-7' 18. 11` i2'-11" 14'-5' 13'-11" 4--0- 120 MPH 19'-1' 21-4' 20-7' 151-4" 18-3' 1 T-8` 11'-2' 13' 2" IZ-81 4•-0` 123 MPH 18` 4` 20-6" 19-10" 14'-11' 1 T-9` 16'-2` T( i` (2' 10' 12'-4` 4' 0" 13p MPH 740 18'-11` 18-3' 14!-2' 15'-10" 151-3" 10-5" 11'-7" 11-3' -4-4- MPH 11'-7' 12-1 t' 12'-6" 11'-7` 12'-11' 12' 6` 9' $" 10-9 10'x7T-4'-O- 150 MPH 11-7' 12-11' 12' 6" 11'-T' 12 11" 12- 74' 4"x 48')c 0.030' Panels Wind Open Structures Screen Rooms Glass & Modular Rooms Overhang t Region Mono .Sloped Roof & Attached Covers Enclosed Cantilever - i82 3 18.2E24!-7' 4 1&2 3 4 All' 100 MPH span span 23' 1" 25.10` s4 Pan span span span span span Roofs 24'-11" 22'-0` 23-9" 16'-4' 19-3' 18'-T' 4•�110 23-1" 25-10' 24`-11' 20' 3" 21'1" 14'-11' ■M�P�H 7" '1'Y M .� m .... 16'-1'4' d120MPH 140 MPH 13'4` i4 -i 1` 14-5' 13'-4' 14'-11" 14 -5' 150 MPH 13'-4' i4 -i i` i4'-5' 13'-4" 14'--11' 14'-5' Note: I roof panel width =room width + 1Ka11 Uvidth overhan 9 Lawrence E. Bennett, P.E. FL # 16644 CnIX ENGMEER - DEVELOPUBW COMSMTAW P.O. BOX 214366. SOUTH DAYTONk R. 32121 TEUDIHONE (386}767-4774 FAX- (3%)76765% 4-4' 3E © COPYRIGHT 2004 7-32 NOT TO BE REPRODUCED 114 WHOLE OR IN PART W!T"0VF THE WRITTEN P.ERMl88ION OF LAWRENCE E_ BENNE.T, P.E SECTION 2 1 ATTACHED & FREEnSTANDING COVERS AND UTILITY SHEDS W/4 W/2 W/4 O.H. PAN OR COMPOSITE RIDGE CAP PANEL ROOF 3" x 3" RIDGE BEAM (SEE BEAM SPAN TABLES CENTER CROSS BEAM SEE OR GABLED COVERS USE I BEAM SPAN TABLES FOR W/2 FOR LOAD WIDTH) z ATTACHED COVERS USE 2 (U4 + O.H.) FOR END o FRAMES AND U2 FOR POST (SEE TABLE 2.2.1 _ i� CENTER CROSS BEAMS) AND / OR TABLE 22.2) NOTCH POST TO RECEIVE BEAM WITH THRU-BOLTS (PER TABLE 2.3) WITH W LOCK NUT TOP AND BOTTOM GABLE CARPORT FRONT ELEVATION SCALE: 3/16" = 1'-0" LOAD WIDTH FOR CENTER BEAM (SEE TABLE 2.1.1 AND / OR TABLE 2.1.2) U4 f U2 I IU4 ----------- --------------- --------- ----- -------------- ------- --- - RIDGE BEAM z SIDE BEAMS * END BEAMS CENTER BEAMS q CENTER FRAME - END FRAME KNEE BRACES REQUIRED IF POSTS ARE NOT SET INTO CONCRETE FOUNDATION * FOR SIDE BEAM SPANS SEE BEAM SPAN TABLES FOR ATTACHED OR GABLED COVERS (USE U4 + O.H. FOR SIDE BEAMS) DESIGN IS BASED ON SOLID GABLE END PANELS. IF ANY SIDE PANELS ARE USED IN DESIGN, SITE SPECIFIC ENGINEERING IS REQUIRED. GABLE CARPORT SIDE ELEVATION SCALE: 3/16"= 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE 2-1 A I O NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I