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Home My WebLink About122 Crown Colony Way (2)Permit # oy Job Address: Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION ye P Date: 1 off" /.0 L Zoning: Value of Work: S 2yKO Permit Type: Building &— Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Ad' dt Iteration 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: #`o/ff Stories: of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: — 7 O 0 0 —(/( J (irS Attacb Proof of Ownersbiu & Lmal Oescriution) Owners Name & Address: Contractor Name & Address: may__ State tense Number. Phone & Fax: 7 T J T Contact Person: ;;y l Phone: nonumg Address: Mortgage Address: 7 Arcbitect/Engineer. •Cr t3 - :: •-— ( Phone. Address:'q3rAr Application is hereby made to obtain a permit to do the wor(rand nstall that no work_tie in8(allation has commenced prior to the issuance of a permit and that all work will be performed tomeriQttait o 111 on in thiSjurisaiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGN , , BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT, I certify that all of the foregoing information is accurate -ad 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 this county, and there may be additional permits required from other governmental entities such as water man Acceptance NamF Signature TNotary-State of I will notify the owner of the property of the L(.-03 Print 4— l C— Date _ Signature may be found in the public records of Pik state agencies, or federal agencies. 713. Date me Date a stt,lnt R- v stt,at MY Commission • My ComrnWIon DD1?NV Owner/Agent is Personall ICrt 1 ply Contractor/Agent isiagye lp {¢eap07 Produced ID 2007 _ Produced ID APPLICATION APPROVED BY: Bid. -Dr— t-L- ) ^'O% Zoning: initial & Date) Special Conditions: Utilities: FD: Initial & Date) (initial & Date) (Initial & Date) Seminole County Property Appraiser Get Information by Parcel Number Page I o PARCEL DETAIL t` .......',.,I = =.. t _ "• " 0 rminulc Cuut ili O A o F+ rnvv Pnvirer Z r) i M . cJjirvxe A Ilol F. Fir%l M. Nrnlnrd FI. 32'71 4417. A65-7906 0 2004 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 33-19-30-5QS-0000-0670CDistrict:S1-SANFORDDepreciated Bldg Value: $92,129 Owner: WEST GLORIA E Depreciated EXFT Value: $0 Address: 122 CROWN COLONY W Land Value (Market): $21,160 City, State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: 122 CROWN COLONY WAY SANFORD 32771 Just/Market Value: $113,289 Subdivision Name: CROWN COLONY SUBDIVISION Assessed Value (SOH): $113,289 Dor: 01-SINGLE FAMILY Exempt Value: $0 Taxable Value: $113,289 SALES 2003 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2003 Tax Bill Amount: $44 SPECIAL WARRANTY DEED 09/2003 05052 0299 $132,800 Improved 2003 Taxable Value: $21,16 WARRANTY DEED 04/2003 04779 0081 $320,000 Vacant DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENT LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 67 CROWN COLONY SUBDIVISION PB 61 PGS 76 LOT 0 0 1 000 21,160,00 $21,160 78 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 2003 7 2,053 1,617 CB/STUCCO FINISH $92,129 $92,592 Appendage / Sgft GARAGE FINISHED / 415 Appendage / Sgft OPEN PORCH FINISHED / 21 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. 7 5' 10, 20' ter' LOT 68 j5 rorr/G w,4t /C Z2 CROWN COLONY WAY 900'09'021 OFFICE COPY LOT 66 I i PLANS REVIE-vito CITY OF SANFOR NOTES: - I- I sel- FLOOD CERMCA770N I BCAPfNC5 ARE BASED ON THE CENT[RLINE BASED ON THE FEDERAL EMERGENCY SEMI E NTYOFCROWNCOLONYWAYBEINGSOOti9'02'E. MANAGEMENT AGENCY FLOOD INSURANCE 61UJ111 I^'G E7UNDERGROUNDIMPROVEMENTS, ROOF OVERHANGS RATE MAP. THE STRUCTURE ` NT. ANDrODTCRSHAVENOTBEENLOCATED. SHOWN HEREON DOES NOT LIE WTHIN CERTIFIED TO: I J. CLEVATIONS ARC BASED ON NATIONAL GEODETIC THE 100 YEAR FLOOD HAZARD AREA, j Y[R nCAL DATUM OF 1929. THIS STRUCTURE UES IN ZONE X '. Gloria West l BUILDINGTIESARETOFOUNDATION. COMMUNITY PANEL NO. 120289 0040 E SBUILDINGTIESARENOTTOBEUSEDTOEFFECTIVEDATE: APRIL 17, 1995 Kampf Title & Guaranty Corp. CONSTRUCTDEEDORPLATTEDLINES. MAP REVISION DATE: Adnoram Title Co S. AND DISTANCES SHO mpany, Inc. uCASURCOND PER RECORDED PLAT UNHEREON LESSE ( suBECT To CHANGE) Chicago Title Insurance Cc. OrHERwSENOTED. THE UNDCRSIGNED AND CAVONE. INC. LAND SURVEYORS and MAPPERS MAKE NO RESERVATIONS OR GUARANTECS AS TO THE INFORMAnow REFLECTED HERCGN PERTAININGTOCASEMENTS, RIGHTS Or WAY, SETBACK LINES, AGREEMENTS AND OTHER MATTERS, AND FURTHER THIS O THE I FO IS NOT INTENDED Tp REr[CC1 OR SET FORTH ALL SUCH MATTERS. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION ABBREMAnavS/tEGEND: rOVND I I/" IRON PIPE (LS 2005) 0 FOUND IRON ROD O FOUND IRON PIPE FOUND CONCRETE MONUMCNT NUMBER P,T.-POINT OF TANGENCY CONC-CONCRETE W.E. - WALL EASEMCNT R.-RADIUS P.I.-POINT OF INTERSECTION L.S.-LAND SURVEYOR P.R.C.-POINT OF REVERSE CURVATURE D.E.-DRAINAGE EASCMCNT CH. - CHORD P.C.-POINT OF CURVATURE O.R-OFFICIAL RECORDS P.C.C.-POINT OF COMPOUND CURVATURE U.C.-UTILITY CASEMENT ARC -ARC LEHG T I L.B.-LICEHSfO BUSINESS CN.SRG.-CHORD BEARING S.&U.E.-SIDEWALK & UTILITY EASEMENT D.U.&S.C.-DRAINAGE. UTILITY W QC[NTERLlNE A/C-AIA CONOInONER PAD & DEL TA (CENTRAL ANGLE) D.&U.E.-DRAINAGE & UTILITY EASEMENT SIDEWALK EASEMENT A VONE, INC. LAND SURVEYORS AND MAPPERS 300 SOUTH RONALD REAGAN 90VLCVARD LONGWOOD. FLORIDA 32750-5499 TELEPHONE (407) 830- 9080 FAX No. (407) 339-3536 E-MAIL: CAVONE O CFL.RRCOM W.O. STAKE LOT Z003-G95?_ w.0. STAKE HOUokr ? w..a rOVNDArrON' I'-/W.O. FINAL. THIS SURVEY NOT VALID UNLESS EMBOSSED WITH THE SIGNATURE AND RAISED SEAI OF A rL DA UCZNSED SURVEYOR, AND MAPPER DOM NICK F. CAVONE - PRESIDENT FLORIDA SURVEYOR & MAPPER NUMBER 2005 LICENSED BUSINESS NUMBER 3073 W.O. FORM CHECK Zod3-7 W.O. RECCRT RECERTIFIED, FINAL LOCA TION FOUNDATION LOCATION FORMBOARO LOCATION G• 9 . iGt a 3 STAKE HOUSE S• Z9. ?00?a MC_ LVI I c,. Zy_ -Lf+O LOT by NEIL CAD& FILE: CROMNC0167. 0K Itc i I O/t'SG 1'Z-'i t}Nt E I •353 Co u 48 4.8 VS 4• 4.a 14 i4F%T W NALr 1 zlo`/s =l7 zae 115' 44r4F Id'o 6 4'h 6 l'/Z 6l, Ys 6 44i SG'At 56'li 1 90/ 81;P 86 as+ S8/ 86s/y 89 Says ies/a 9911s 15 />e al'Is 16 8q'h Il g0Vs Ssle 40344 4004 13s/, 44 4,a/y 4S'Iw IS'Iw 4s'/z sa sera 58s/s 59 / 59`/e 59'/Y 59 /a Goya cove 60'14. s9*/a Sa11& SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS SECTION 3 INTERIOR BEAM TABLES: SCREEN & VINYL ROOMS: 3.1.3 GLASS ROOMS: PARTIALLY ENCLOSED) 3.2.3 ENCLOSED) 3.3.4 r i HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST TYPICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM TABLES: SCREEN & VINYL ROOMS: 3.1.4 GLASS ROOMS: PARTIALLY ENCLOSED) 3.2.4 ENCLOSED) 3.3.5 HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. Lawrence E.'Bennett, P.E. CML ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767-4774 FAX (386) 7574= IDCOPYRIGHT 2003 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. 3-1 SECTION 3 1 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS EDGE BEAM TABLES: SCREEN & VINYL ROOMS: 3.1.1, 3.1.2 GLASS ROOMS: LW` OR ( PARTIALLY ENCLOSED) 3.2.1, 3.2.2 MAX. (ENCLOSED) 3.3.1, 3.3.2, 3.3.3 H• UPRIGHT HEIGHT (h) 1" x 2" k-- MIN. 3-1/2" SLAB ON GRADE VARIES OR RAISED FOOTING TYPICAL GLASS ROOM WITH SOLID ROOF FOR FOOTINGS SEE DETAILS PAGE 3-23, 24, 25) TYPICAL FRONT VIEW FRAMING 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/21 Ip @ FASCIA ALLOWED SIZE BEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS) SEE TABLES) w O.H. Z rj U SOLID ROOF NO MAXIMUM ELEVATION SLAB OR GRADE) P = PROJECTION FROM BLDG. VARIES VARIES I LW = LOAD WIDTH NOTES: - ' P` VARIES 1.ANCHOR 1" x 2' OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C. AND W/ IN 6' EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL W/ #10 x 2-1/2' S.M.S. W/ WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CLIPS AND. (2) #6 SCREWS W/ WASHERS @ EACH POINT OF CONNECTION. 2.SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3.SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLE 3.1.3 AND GLASS ROOM FOURTH WALL BEAMS FROM TABLE 3.1.5 USING P/2 4.ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: PAGE 3-2 100-123 130 140 150 TYPICAL SCREEN / GLASS ROOM SCALE: 3/16" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 2143118. SOUTH DAYTONA. FL 32121 TELEPHONE (398) 767-4774 FAX (386) 7074556 COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION 3 1 . SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS EDGE BEAM 1' x 2" OPEN BACK ATTACHED TO FRONT POST W/ 10 x 1-1/2' S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. FRONT WALL GIRT 1' x 2' OPEN BACK ATTACHED TO FRONT POST W/ 10 x 1-172" S.M.S. MAX. 6" FROM EACH END OF POST AND 24' O.C. ALTERNATE CONNECTION: 2) #10 x 1-1/2" S.M.S. THROUGH SPLINE GROOVES IDE WALL HEADER JTACHED TO 1" x 2' OPEN IACK W/ MIN. (2) #10 x 1-1/2" M.S. IDE WALL GIRT ATTACHED 1 x 2' OPEN BACK W/ MIN. (3) 10 x 1-112" S.M.S. IN SCREW OSSES FRONT AND SIDE BOTTOM - RAILS ATTACHED TO ONCRETE W/ 1/4" x 2-1/4" ONCRETE / MASONRY ANCHORS Q 6" FROM EACH OST AND 24" O.C.'MAX. AND VALLS MIN. 1" FROM EDGE OF ONCRETE TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3" = l'-0' Lawrence E. Bennett, P.E. CIVIL ENGINEER . DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE (388) 787-4774 FAX (386) 7674M I PAGECOPYRIGHT 2003 3.16 I ® NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. I SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS I SECTION 3 ROOF, COMPOSITE PANEL OR HOST STRUCTURAL FRAMING 4) #8 x 1/2' S.M.S. EACH SIDE OF POST 1 x 2 TOP RAIL FOR SIDE WALLS ONLY OR MIN. FRONT WALL 2 x 2 ATTACHED TO POST W/ 1' x 1" x 2" ANGLE CLIPS EACH SIDE OF POST GIRT OR CHAIR RAIL AND KICK PLATE 2' x 2' x 0.032" MIN. HOLLOW RAIL ANCHOR 1 x 2 PLATE TO CONCRETE WITH 1/4' x 2-1/2' 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. 6 x 6 - 10 x 10 W.W.M. OR FIBER MESH I" x 2" TOP RAILS FOR SIDE WALLS NITH MAX. 3.5' LOAD WIDTH SHALL HAVE A MAXIMUM UPRIGHT SPACING AS FOLLOWS WIND ZONE MAX. UPRIGHT SPACING 102 i-0' 110 6'-T 120 6'-3" 123 8'-1" 130 5'-8' 140 5'-1" 150 4'-11' INTERNAL OR EXTERNAL L' CLIP OR'U' CHANNEL CHAIR RAIL ATTACHED TO POST W/ MIN. ( 4) #10 S.M.S. 1 x 2 OR 2 x 2 ATTACHED TO BOTTOM W/ 1" x 1" x Z x 1/16' 0. 045" ANGLE CLIPS EACH SID AND MIN. (4) #10 x 1/2' S.M.S. 1" x 2" x 0.032' MIN. OPEN EXTRUSION 1- 1/8" MIN, IN CONCRETE VAPOR BARRIER UNDER CONCRETE POST TO BASE GIRT AND POST TO BEAM DETAIL SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER. DEVELOPMENT CONSULTANT P. O. BOX 214368, SOUTH DAYTON& FL 32121 TELEPHONE ( 386) 767.4774 FAX ( 386) 76745% PAGE C) COPYRIGHT 2003 13 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 3- I< SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS SECTION 3 Table 3.1.5 Allowable Upright Heights, Chair Rail Spans or Header Spans For Screen Rooms or Vinyl Rooms Aluminum Alloy 6063 T4 w ..nu . Ily-. d-1— I —A w1 74 RICO rwo Sections Tributary Load Width W i Purlin Spacing 3'• 0" 1 37 1 4'-0" 4'-0" I 5'-0" 1 5'-6" 1 6'-0"1 6'-0" 7'-0- Allowable Haight H' I bending 'b' or deflection d' 2" x 2" x 0.044" Hollow 9'-5' b 8'-9' b 8'-2' bi 7'-B' b 77 b 6'-11" bi 6'-8' b 6'-5- bi 6'-2" b 5'-11' b 2" x 2" x 0.055" Hollow 10'-3' b 9'-6' b 8'-11' b 8'-5' b 7'-11' b 7'-7' b 7'-3' b 6'-11' bl 6'-9' b 6'-0' b 3" x 2" x 0.045" Hollow 11'-3' b 1 '- ' 3' b 8'.9- b 8'-0' b 7'-11- b 7'-8- b 1 7'-5' b 7'-2' b 3' x 2" x w rArrx 0.045" Hollow 2'- 9' d 12'-2' d 11'-7' d 10'-11' b 11' b 9'-6' b 9'-2' b 8'-10- b 8'-6' b 12'- 9- b 11--9' .b 11' 9'-5' b 8'-11' b 8'-8' b 8'-4' b 8'-1' b 2" x 4" x 0.050" Hollow Jwox 2" x 6" x 0.050. S.M.B. 2" x 2" x 0.044" Snap11'-3' 2" x 3" x 0.045" Snap14'-0' 2' x 4" x 0.045" Snap17'-7' 16'- 3' 3'- 7- b 26'- 1' b b b b 21'- 10' b 24'. 2' b 10'- 5' b 13'- 0' b 16'- 3' b 20'- 5' b 22'- 7" b 9'- 9- b 12'- 5' b 15. 3" b 13'- 12'-0' b 11'-6' b 11'-W b 10'-8' b 10'-3' b 19'- 3' b 21'- 3' b 9'- 2' b 11'- 9' b 14'• 4- b 18'- 3' b 20'- Y b 11'- 2' b'.7- 8'- 0' b42-- li- IT-7- b 17'. 5' b 19'- 3' b1 3' b b b 16'- 8' b 18'- 5' b 7'- 11" b 10'- 2- b 1 12'-5- bi 16'- 0' b 17'- 9' b 7'- 7' b 9'- 9' b 11'- 11- bi 15'- 5' b 17'- 1' b 7'• 4' b 9'- 5- b 11'- 6- b 14'- 11' b 16'- 0' b 7'- 1' b 9'- 1- b 11'- 1' b 1. Above spans do not Include length of kn9e brace. Add horizontal distance from upright to center oT brace to Deam connection to the above spans for total beam spans. 2. Spans may be Interpolated. Lawrence E. Bennett, P.E. CML ENGINEER- DEVELOPMENT CONSULTANT P. O. BOX 214W. SOUTH DAYTONA. FL 32121 TELEPHONE ( 386) 707.4T74 FAX ( 388) 7074M I PAGE I COPYRIGHT2003NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF.LAWRENCE E. BENNETT. P.E. 3.39 SECTION 3 1 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS Table 3.2.1410 Allowable Edge Beam Spans - Hollow Extrusions Glass / Partially Enclosed Rooms For 3 second wind gust at 110 MPH velocity; using design load of 30 #/SF (36 #/SF for Max. Cantilever) Aluminum Afloy 6063 T41 x x2x 5 Load width (R) Max. S n'L' / bendln 'b' or deflactlon'd Load N/fdth (ft.)13 Max. Spa n'L' / (bonding'b' or do action'd 18 2 Span 3 Span 4 Span Cantilavir 2 Span 3 Span 4 Span Cantilever 5 T-10' d 4'-5' b 4'-3' b 1'-1' d 5 4-1' d 4'-10' b 4'-8' b 1'-2' • d 6 37 d 4'-0' b 3'-11' b 1'-0' d 6 3'-10• d 41-V b 4'-3' b 1'-11 d 7 T 4' b 3'-9' b 3'-7' b 0'-11' d 7 3'-T d 4'-1' b 3'-11' b 1'-0' d 6 3'-1' b 3'-8' b 3'-4• b 0'-11• d a 3'-5' b 3'-10' b 3'-8' b 0'-11• d 9 2'-11' b 3'-3' b 3'-2' b 0'-10- d 9 W-3' b 3'-7' b 3'-8' b 0'-11' d 10 2'40- b 3'-1- b T-0- b 0'-10- d 10 3'-1' b T-5' b T-4' b 0'-11' If 11 7-8' b 2'-11' b 2'-11' b 0'-10' d 11 2'-111 b 3'-3' b 3'-2' b 0'-10' d 12 2'-7' b 2'-10- b 2'-9- b 0'-10- d 12 2'-9' b 3'-1' b 3'-0' b 0'-10' d x x 0 3- x " x 0.070- Load width (ft) Max. 8 p an 'L' /(bond ln 'b' or deflection 'dj Load width (fL) Max. Spa 'L' /(bonding 'b' or deflection 'd 1 a 2 Span 3 Span • 4 Span Max. Cantilever 1 & 2 Span 3 Span 4 Span Max. Cantilever 5 4'-4' d 5'-3' b 5'-1' b 1'-2- d 5 4'-10' d 5'-11' d 6'-1' b 1'-4' d 6 4'-1' d 4'-10' b W-8- b 1'-2' d 6 4'-7' d 5'-8' d 5'-7' b 1'-3' d 7 3'-10' d 4'$' b 4'-4' b 1'-1' d 7 4'-4' d 5'-4' b 5'-2' b 1'-3' d 5 3'-8' d 4'-2' b 4'-1' b 1'-0- d 6 4'-2' d 4'-11' b 4'-10' b 1'-2' d 9 3'-6' b 3'-11' b 3'-10- b I 0'-11- If 9 3'-11' d 4'-8' b 4'-6' b 1'-1' d 10 3'-4' b 3'-9' b 3'-7' b 0'-11' d 10 TAW d 4'-5' b 4'-4• b 1'-1' d 11 3'-2' b 3'-7' b 3'-5' b 1 0'-11' d 11 1 3'-9' d 4'-3' b 4'-1' b 1'-0' d 12 3'-1' b 3'-5' b 3'-4' b 0'-11• d 12 3'-8' d 4'-1' b 3'-11' b 1'-0' d x x x . Load Width (ft.) Max. Spa 'V/(bond in 'b' or defloction'dj Load Width (ft.)1 Max. Span 'L' / bending 'b' or do octlon'd 1 & 2 Span 3 Span 4 Span Cantilever a 2 Span 3 Span 4 Span x. Cantilever 5 5'-4' b 5.11' b 5'-9' b 11-8- d 5 8'-10' b 7'-7' b 7'-4' b 1'-11' d 6 4'.10' b 5'-0' b 5'-3' b IW d 6 8'-3' b 8'-11' b 8'.9' b 1'40' d 7 4W b 5'-0' b 4'-10' b 1'-4' d 7 5'-9' b 8'-5' b 8'-3' b 1'-9' If 8 4.3' b 4'-9' b 4'-7' b 11-3' d 8 5'-5' b 6'-0' b 5'-10' b 1'-W d 9 3'-11- b 4'-5' b 4'-4- b 1'4' d 9 5'-1' b 5'-8' b 5'-6' b 1'-7' d 10 3'-9' b 4' -3' b 4'-1' b 1'-2' d 10 4'-10' b 5'-5' b 5'-2- b 1'-0' d 11 3'-7' b 4'-0' b 3'-11' b 1.2' d 11 4'-7- b 5'-2- b 4'-11- b 1'-6' 12 Y-5' b 3'-10' b 3'-9' b 1'-1' d 12 4'-5' b 4'-11' b 4'-9- b 1'-5- dd Notre: 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. CM ENGINEER - DEVELOPMENT CONSULTANT P. O. BOX 214360. SOUTH DAYTONA. FL 32121 TELEPHONE ( 386) 7574774 FAX ( 366) 797-GM PAGE3. 40 1 0 NOT COPYRIGHT O BE REPROOUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. I 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 VCHOR 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 7/--HEADER (SEE NOTE BELOW) ROOF PANEL TO FASCIA DETAIL SCALE: 3" = V-0" ROOF PANEL TO WALL DETAIL SCALE: 3" = V-0" ROOF PANEL 8 x 1/2" S.M.S. (3) PER PAN BOTTOM) AND (1) @ RISER TOP) SEALANT HEADER (SEE NOTE BELOW) ROOF PANEL 8 x 1/2" S.M.S. (3) PER PAN BOTTOM) AND (1) @ RISER TOP) NOTES: 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 112" S.M.S. Lawrence E. Bennett, P.E. OM EMPO R • DEVELOP51EM OOWSULTAKT P.O. BOX 214366. SOUTH DAYTONA. FL 32121 TELEPHONE PW) 707.4774 FAX (33W) 70745H PAGE I COPYRIGHT 2003 7-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. C SOLID ROOF PANEL PRODUCTS SECTION 7 Table 7.2.1 Allowable Spans for 0.024" Elite Composite Panels for Various Loads Elite Aluminum Corporation Manufacturers' Proprietary Products: Aluminum Alloy --- H-14 or H-2GlGlass Room* Foam re E.P.S. fN Density 3" x 48" x 0.024" Panels Partially Enclosed Enclosed Overhang Open Structures Screen Rooms y Cantilever Wind Mon loped Roof & Attached Covers q All 4 132 3 341b2 ___ RoofsRegion2341823 span span span span span 100 MPH 21'-4' 23'-10' 23'-0- 20'-4' 22'-9' MPH 2v-4, 23'-10' 2 8'-8' 20'-11' 120 MPH 20'' 22'•9' 21'-11' 1 - 19'-5' 1 1.• 18'-11' 130 -MPH18' 0' 140 MPH 12'-4' 13'-9' 13'•3' 177 13'•9' 150 MPH 12'A' 13'•9- 13'-3' 12'-4' 13'•9' 1- Y aa" x 0.030" Panels Wind Region Open Structures MonoSlo d Root Screen Kovms Attached Cove 2 3111234 span span span span open al 100 MPH 24' -11 27'•11' 27'-0' 261-8' 2: 1012MP 27'11 27'-0' 2'-11 241-V 2: MP1H231-10, 26'-8' 25'-9' 20'-5- 22'-10' 2S 123 MPH 22'•11' 25'-7' 24'-9' 19'-10' 22'-2' 2' 1 0 MPH 21'-2' 23'-7' 22'-10' 18'-8' 140 MPH 14'•5' 181•2' 15'-7' 14'-5' 150 MPH 14'-5' 16'-2' 15'•7' 14'-5' 16'•2' 1! s_ I ian r A "U " Open Structures Structures Screen Rooms Wind Mono -Slope edRoot b Attached Cove Region 132 3 1a234span span span span span span 100 MPH 23'•5' 26%2- 25'.3' 22'-3' 24'-11' 24'-1' 110 MPH 23'•5' 267•2' 25'-3' 20'-6' 22--11' 22'-2' 120 MPH 22'•3' 24'•11' 24'•1' 19'•1' 21'-4' 20'-7' 123 MPH 21'-5' 1'rX 18'- 6' 20•9' 20-0' 130 MPH 19,-9' t2T-l 17'- 5' 19-6' 18-10 140 MPH 13-6' 15'-1' 15'-1 14'.7' 150 MPH 15'-1' 7.14'-7' 1 3. 6 151' span 16'- 3' 4'•0- 4'- 10' 4'.0- 137 4'•0' 1372- 4'•0' 12776' 4'•0- 11'• 1' 4'•3' to'• 3'•11' Cantilever 3 4 132 3 4 All pan span span span span Roofs 17'. 10- 18'-8' 20'-10' 20'-2- 4'-0- 10' 15'-4' 16'.2' 19'-3' 4' 0' t'. 8• 14'.0' 14'-8' 17'-8' 15'•10' 4'•0- 4•_ 2• 13'.g• 14'' 16'-0' 15' 6' 4. 0. g'- 8• 13 -0• 13'-7' 15' 2' 14' 8' q. 0. 11'- 7• 12'-8' 14'-2' 13'•8- 4'•0- 1•. 3• 10'-10' 11'-2• 13'•2' 12'-9. 4' 0- Partially Enclosed Enclosed Overhang I Cantilever 1& 2 3 4 82 1 4 All Roofs span span span span open span 14'-9' 16'-6' 15'-11' 17'•5' 197 18'-Io- 4.•0. 13'-3' 14'-10' 14'-4' 18'•0' 17'-5' 4' 0' 13'-7' 17•2- 13'-9' 15'-4' 14'•10- 4'-0- 13'-:F10'• 9' 12'-10- 13'•5' 14%11' 14'•6- 4'-0- 10'•9' 12'-7' 11'-8' 12'-8' 14'•2' 13'-8- 4'-0- 10'-1• 11'-3' 10'-10' 11'-3' 13'.3' 12'•9' 4' 0- 9'-5• 10'-6' 10'•2' IV-5-1 C-4- 11'•4- 4. 0. 4" x 48" x 0.030" Panels partial) Enclosed y Enclosedoverhang, Open Structures Screen Rooms Cantilever Wind Mono - Sloped Roof 3 Attached Coven 4 1&2 3 4 All Region 132 3 4 1IL2 3 span 132 spa n 3 span span span span span Roofs span span span span span 29'-6' 28'-7' 18'•3' 20'-5' 19'-9' 20'-8' 23'-1' 22' 4' 4''0' 100 MPH 27'-9' 30'-11 29-11' 26'-5' 28'-3' 18'-8' 1 S• 0.6 110 MPH27'-9' 30-11 29'-11' 24'' 27'-2' 5:-9' 5;11' 19- 19'21' 1 4'- 0' Note: Total root panel width room width + wail Width over E CE 2000" Elite Aluminum Corporation aoaxu 1801 N. W. 64th Street FL Lauderdale. FL 33309 Tel: (954) 491-3700 Fax: (954) 491-1433 Lawrence E. Bennett, P.E. CIVIL ENGINEER • DEVELOPMENT CONSULTANT P.O. BOX 214388, SOUTH DAYTONA. FL 32121 TELEPHONE (388) 757-4774 FAX (386) 75745H COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. PAGE 7- 27