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HomeMy WebLinkAbout1302 Dixie WayCITY OF SANFORD PERMIT APPLICATION Permit # . J ` ' f Job Address; /3 ? Description of Work: 04 ex I JTIliG Historic District: Zoning: Date: mimb 90- 0 4u1L? rC#ZCW (lc0 I S'd"T V1 r4y I - Value of Work: S X? 73 -0 B 1.9rt"Ksa/ y Permit Type: Building -K— 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 #: I 0000 - cOs6 Attach Proof of Ownership &Legal Description) Owners Name & Address: CiW fL L. / f- LIE 2 f;0-2- I X l SC t #-i-rhrjrartl Phone: '07^ Contractor Name & Address: F-7;K -T1X (m >1 H 0/rl is T,4 3MLk;f / ,2C , APO P L- , LO N j= G n A Y -L? i 3 "' State License Number: J CC o f 673 Lf Phone & Fax: Y #7' 722 ^ 61 4 L- 1L?3 0 - T ®9p Contact Person: 121 c k Z A f f- Phone: 7 X 1 61 `i 01 Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer: 4 4YZ it y I (CA) J r 1 Phone: 3eP6 ' / 6 / - T?71 Address: a d_ !3>t 36 f''/dyTorJA f-f .z a* .r2i - 3 6 Fax: Aft - 767 ^ S' S` Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 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 reco ds of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or fede genies. Acceptance of permit is verification that 1 will notify th!709wo-fftproperty of the requirements of Fl . ' Lien , FS 713. Signature of Owner/Agent a Signature f ntractor/Ag nt Dat O V- ( c- rv-ILV a,4 f )r - Print Owner/ Agent's Name ISignature,8 Contractor/Agent' s me l9 vw, 1 Zo -a Signature of Notary -State of Florida Date otary-State of Florida Date v :.•.. FLORENCE A DE GRAVE MY COMMISSION # DO 16426U EXPIRES: November 12, 2006 Owner/Agent is_ Personally Known to Me or C12tptrial i t isamdr fArNBpjllyrY Rdp Me or Produced ID "' L Pr uced 1D ,o APPLICATION APPROVED BY: Bld¢il /w 7 Zoning: Utilities: Initial & Date) ( Initial & Date) Special Conditions: FD: Initial & Date) ( Initial & Date) i CITY Uh SANi+OKI)1'l;l(M[T APPJACATION Permit No.: Dntc: Job Address: ,o 0 / X/C /q 1 Permit Type: Building Electrical Mecl nI Plumbing Fire A laarrrrrdSprinkler Description or Work: ON it1/ p __ // / L ^1 /Al ii n3 2c-f-zC''d Gh+ w/Trl .Je41D ,rt'4 i/N[1 t A'J?,¢L r ,So'T V/n yL 6>>NObwf, 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) Plumbing/Commercial: Number of Fixtures. Number of Water & Sewer Drainage Litres Number of Gas Lines 00 Occupancy Type:'L-csidential Commercial _ Industrial Total Sq Fig: ValueorWork:$-fc Type of Construction: • Flood Zone: Number orStories: Number of Dwelling Units: Parcel No.: e3 S -_ / 9 J — — /t — 0 0 00 O O Sy (Attach Proof of Ownership & Legal Description) Owner/Address/Phone: I- j, 3a -7-7) Contractor/Address/Phone: cA%—E7JdX Ir RVER-r N - Title Holder, (If other limn Owner): Address: Bonding Company: Address: Mortgage Lender: Address: L Architec g' eer f'N E r'l .1 £'£ 9tT" P I orie 7 .: o i ' 7i 7i- Addressl //• Application is hereby made to obtain it 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 perforated to meet standnrds 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 nil 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 T WICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WI.1.1I YOUR LENDER OR AN A'I`I'ORNFY 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, acid there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal ngerrcies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. r r 41 / ^ v o I8 rgnature of Owner/Agent Dat Sipmature o Contractor/Agent Date Name Print Contractor/Agent's Signature ofNotary-State of Florid RIC •••HPRD F . asp Cprrnlssion A OD0174321 Expires ?J1 Y2W OF Bonded through i Ownc... Mc or produced ID r . APPLICATION APPROVED BY: Special Conditions: l'Kos Signature of 1' of -Stntc of Florida Date Commission N DO0174311 Expires 1/2rM Bonded ftwAh Florldc Notm Assn-_ tee Contrnctor/Agent is _le--Iy-e-r sonnlly Known to Me or Produced ID Date: 61W VW f f January 01, 2004 3 LAWRENCE E. BENNETT, P.E. P.O. BOX 214368 ` SOUTH DAYTONA, FL 32121 386-767-4774 TO ALL BUILDING DEPARTMENTS Re: Master File Engineering 2004 "ALUMINUM STRUCTURES DESIGN MANUAL" Dear Building Official/Plans Examiner, This is to certify that the following contractor/companyisherebyauthorizedtousemy "ALUMINUM STRUCTURES DESIGN MANUAL" for the year 2004. This authorization also applies to contractor Master FileDrawings, "ONE JOB ONLY" drawings, or any "SITE SPECIFIC" drawings that I may furnish for the contractor. Richard H. Zapf Exterior Homesavers, Inc 2867 Stonewall P1 #117 Sanford, FL 32773 The 2004 "ALUMINUM STRUCTURES DESIGN MANUAL" will be sent out in March of 2004, so as to include any 2004 code changes. They are hereby added to my 2004 Master File. Should you hav"ny questions please contact me at your convenience. Sincerely, Lawren Benne t, P.E. # y PLAT OF BOUNDARY SURVEY for. DESCRIP77ON: , LOT 5, DIXIE RECORDED IN PLAT BOOK 2 PAGE(S) _ h COR 0(/NO N07. LOT G O I U U U F- 1- 1 4 x 4 b imroCo I H .-I U 41 Q/ 1 -4 U 4 N Vl to c u m u E a O 44 x m .,A O o -11 ro n, 4-3 o Ca 44 44 :2:O IWi a)41 CDD U 44 rl N rl F--I .--I . 4 a m oro4 rn U U a f Ei x i IIAGEN CU5TOM HOME5 1O3 PUBLIC RECORDS OF 7Z"4G% 94.00' 1- — Top O pHNk — o N 1,7- N aLl-`73 a .. l A , I ceac- d PAT i o Kt 21.4," '• i 1 .33NCONC, PA716 S N SLO« o 20.0)4''' 22.07' q S.D"" 0.74' II M O'JEp ED COX[. Q N D. 3n 94. 00 DIXIE WAY - 50' RIGHT OF WAY iYaT S 3Ed2/. t/l ar• ?7 D.V7/.E B5 T FLOOD CERTIFICATION 4YB. Mtl $Gi G 00'/4/ (/4f/N, BASED 2. UNDERGROUND'IMPROVEMENTS, ROOF OVERHANGS ON THE FEDERAL EAIERC£NCY MANAGEMENT AGENCY FLOOD INSURANCE AND FOOTERS HAVE NOT BEEN LOCATED. RATE MAP, THE STRUCTURE J. ELEVATIONS ARE BASED ON NATIONAL GEODETIC SHOWN HEREON DOES NOT LIE WITHIN VERTICAL DATUM OF 1929. THE 100 YEAR FLOOD HAZARD AREA. 4, BUILDING TIES ARE TO FOUNDATION. THIS STRUCTURE LIES IN ZONE ' X '. 5. BUILDING TIES ARE NOT TO BE USED TO COMMUNITY PANEL NO. 120289 0045 E CONSTRUCT DEED OR PLATTED LINES. EFFECTIVE DATE: APRIL 17, 1995 6. BEARINGS AND DISTANCES SHOWN HEREON ARE MAP REVISION DATE. - MEASURED AND PER RECL DED PLAT UNLESS SUOJECI TU CHANGE) OTHERIMSE NOTED. SEMINOLE God" E?, Noy m i F 000 H 0 O COUNTY, FLORIDA 0' 7.5' 15' 30' roR/ T p GRAFMICSCALE CpR N / NFR N4'F qs w Fp1NoTNFss LOT I PRevo, rf v fcao Le, e rh w `i orT -o T l> SoFTV NyL- wlNpo S ON Ex)l?I NC C0N4z WLw -e , No 6Fo"O A FGrt:r S' C o v G'ft`'V . ifo. G r- Z PLANS REVIEWED CITYOFSANFORDTHE UNDERSIGNED AND CAVONE, INC. LAND SURVE.-45 ond ;,UAPPERS !LAKE NO RESERVATIONS OR GUARANTEES AS TO THE INFORMATION REFLECTED HEREON PERTAININGTOEASEMENTS, RIGHTS OF WAY, SETBACK LINES, AGREEMENTS AND OTHER MATTERS, AND FURTHER THIS INSTRUMENT IS NOT INTENDED TO REFLECTORSETFORTHALLSUCHMATTERS. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. ABBREVIATIONSILEGEND: Q FOUND 1 1/4- IRON PIPE (LS 2005) 0 FOUND IRON ROD O FOUND IRON PIPE FOUND CONCRETE MONUMENT NO. - NUMBER P.T.-POINT OF TANGENCY CONC-CONCRETE SO. FEET- SQUARE FEET R.-RADIUS P.I.-POfNT OF INTERSECTION L.S.-LAND SURVEYOR P.R.C.-PANT OF REVERSE CURVATURE D.E.-DRAINAGE EASEMENT CH. -CHORD P.C.-PANT OF CURVATURE O.R-OFFICIAL RECORDS P,C.C.-PANT OF COMPOUND CURVATURE U.E.-UTILITY EASEMENT ARC -ARC LENGTH L.B.-LICENSED BUSINESS CH.BRG.-CHORD BEARING S..HJ.E-SIDEWALK h UTILITY EASEMENT D.U.&S.E.-DRAINAGE, UTILITY & qCENTERLINEA/C -AIR CONDITIONER PAD p DELTA (CENTRAL ANGLE) D.&U.E.--DRAINAGE d UTILITY EASEMENT SIDEWALK EASEMENT THIS , SURVEY M01" VALID UNLESS EMBOSSED REVISIONN A j%% ]T j' INC. WIT`+ THF. ;rGNATURE AND RAISED SEAL OF I (/ 1 r J 11 (i A FLC±/j10A LICFNSEp, SURI Y/DR.Np MAPPER RECERTIFIED LAND SURVEYORS AND MAPPERS ///i(:kLL FINAL LOCAT 300 COUNTY ROAD 427 SOUTH _ FOUNDATION LOLONGWOOD, FLORIDA32750-5499 DOMINICK F. CAWNE - PRESIDENT FORMBOAR0 LOTELEPHONE (407) 8J0-9080 FLORIDA SURVEYOR & WAPPER NUMBER 2005 STAKE HOU FAXNo. (407) 339-3636 LICENSED BV'SINESS NUMBER 5073 0- 14• ZLNZ W.O. STAKE L07 Z[102- 1009L W.O. STAKE HOUSE ZDOZ- IDDBB W.O. FORM CHECK STAKE LOT W. O. FOUNDATION 200Z - 1313-7 W.O. FINAL-<ODJ - _ W.O. RECERl LOT by CHIP CADO FlLE:/MISC/DIXIEL5.DWC MT. 13 j it 0 r 3 r- pk .- F(to N"i W 4 ,- L vc 14T, N `I L 60 to o ?/o c / v , vi oo9 Y r Y h C0L.Lf fAaop- P411,00 -F © V n- V P\J, s-c oL kS U w4u S CO II SCREEN, ACRYLIC i VINYL, GLASS & MODULAR ROOMS INTERIOR SEAM TABLES: SCREEN & VINYL ROCI11S.- 3.1.3 I! GLASS ROCNIS: SJEC T IOC; 3 j PARTIALLY ENCLOSED) 3.2.3 HOST STRUCTURE OR ENCLOSED) 3.3.4 FOURTH WALL FRAME PANS OR PANELS i H ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER EE.=.NI POST i Y?ICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. ALUNWNUM 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 STRUC-URE OR FOURTH WALL FRAME USE BEAM TC'NALL DETAIL TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. C7y:L -NGWEER - CEVELC14'NT • ':$ULTANT j I 3CX 2,4358. SCLTH CFY ...:. a:, -G _c'E?.CCU.C,. ":I-'=L.-::P ,._o-...--C%---.__ • -.- ..C'C ;. .. . c`:::_._..c :_- 3 . SECTION 3 J---SCREE*ACRYLIC VINYL,LASS &MODULAR ROOMS EDGE BEAM TABLES: SCREEN 81 VINYL ROOMS: 3.1.1, 3.1.2 GLASS ROOMS: LW` FOR (PARTIALLY ENCLOSED) 3.2.1, MAX. 3.2.2 H" UPRIGHT / (ENCLOSED) 3.3.1. 3.3.2, 3.3.3 HEIGHT (h) / 1" x2" ll VARIES MIN. 3-1/2" SLAB ON GRADE 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/2' 'P/2' @ FASCIA ALLOWED SIZE BEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS) SEE TABLES) W O.H. Z F SOLID ROOF 0 NO MAXIMUM / / W ELEVATION SLAB OR GRADE) P = PROJECTION FROM BLDG. VARIES I 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) #8 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 1 140 150 8 1 10 1 #12 1 #12 TYPICAL SCREEN / SCALE: 3/16" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER . DEVELOPMENT CONSULTANT P.O. BOX 214365. SOUTH DAYTONA. FIL 32121 TELEPHONE (3N) 767-4774 FAX (386) 7674556 COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT. P.E. SC.REEmN, A CR YF1C / VIN- 'L. GLASS & MODULAR ROOMS S= Cl; "10N 3 COMPOSITE -ROOF PANELS: 1 4) 1/4" x 4" LAG BOLTS W/ 1-1/4" FENDER WASHERS PER ANELS ATTACHED 4'-0" PANEL ACROSS THE 7 FRONT AND 24" O.C. ALONG SIDES 2" x 2" OR 2" x 3" HOLLOW GIRT AND KICK PLATE 2" x 2" HOLLOW RAIL POST AT ii ACHED TO BOTTOM W MIN. (3) 110 x 1-1/2" S.M.S. IN SCREW BOSSES TYPICAL UPRIGHT DETAIL SCALE: 3" = 1'-0" HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2"x2",2"x3"OR3"x2" HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 1/2" S.M.S. IN SCREW BOSSES 1" x 2" OPEN BACK BOTTOM RAIL 1/4" x 2-1/4" MASONRY ANCHOR @ 6' FROM EACH POST AND 24" O.C. (MAX.) Lawrence E. Bennett, P.E. CIVIL ENGINEER . DEVELOPMENT CONSULTANT P.O. BOX 214366. SOUTH DAY TONA. FL 321.-1 TELEPHONE (386) 767.4774 FAX MIS) 767.6556 COPYRIGHT 2003 PAGE NOT TO BE REPRODUCE, IN WHOLE OR IN PART WITHOUT TH[ WiITTEN PERMISSICN 09 LAWRENCE E. BENNETT. P.E 3-17 L SECTION 7 1 SOLID ROOF PAINEL PRODUCTS Ta--ie 7.4.1 Structail Building Sys sms inc. Snap 3 Lock Z Conpcsite Roof Panels A;Icwable Spans Fcr CcmYcsita Rccf Panels ) Various Loads Aluminum Ailcy 3105 H-14, H-25 Foarnl Core E.P.S.14 Density rlarui etary Products: Aluminum Alloy 3105 H-14 cr 4-25 Foam Core E.P.S. #1 Density x 43" x 0.024" Roof Pa I r Glass Rooms uc:ures Sloped Roof Screen Rccm oof Par:iaily Enclosed Enclosed Cvernang / Cantilever All Roofs Wind Region 1&2 Ispan 3 1span 4 span 1d.2 1span 3 span I 4 Ispan 132 span 3 span 4 span 1&2 span 3 span 4 span 100 21'-4' 23'-10' 23'-0' 22'-9' 21'-11" 13'- 15'-1' 14'-7' 15'-1" 1r-9' 16'-3" 4'-0' 10 MPH 21'-4' 23'-10' 23'-0- 18'-8' 20'-11' 1 20'-2" 11'-7" 13'-6' 13'-1' 13'-9" 15'•4" 14'-10' 4'-0' 20'-4' 22'-9' 21'-1 0 19'-51 18'-10' 10'-8" 12'-5- 11'-6- 12'-6" 13'-11- 13'-6- 4'-0" 123 MPH 1 19'-6' 121'-10' 21'-1' 15'-11- 18'-11- 18'-3" 1 10'-5- 11'-7- 11'-3- 11'-8" 13'-8" 13'-2" 4'-0' 130 MPH 18'-0' 20'-2- 19'-5- 15'-1" 17'-9' 16'-3' 9'-10' 10'-11' 10'-7" 11'-1" 12'-11- 12'-6' 4'-0" 140 MPH 12'-4- 13'-9- 13'-3- 12' 4' 13'-9' 13'-3' 1 9'-2" 10.3- 1 9'-11' 1 10'-3" 11'-0• 11'-1' 4'-3" 150 MPH 12'-4- 13'-9- 13--3- 12'r4' 13'-9' 13'-3' 1 8'-7- 9'-7- 9'-3' 1 9'-0' 1 10'-8' 1 10'-4' 1 i-11' 3" x 43" x 0.030" Roof Panel Wind Region Open Structures Mono -Sloped Roof Screen Rooms Mono -Sloped Roof Partially Enclosed I Enclosed Overhang / Cantilever All Roofs 132 span 3 I 4 span span 132 span 3 scan 4 span 1&2 span I 3 4 span span 132 span 3 Ispan 4 scan 100 MPM 1 24'-11' 27--11- 1 27'-0. 1 23'-10' 26'-3' 1 25'-9" 5=10" 18'-S' 1 17'-10' 1 18'-8" 120'-10' 1 20'-2" 1 =-0" 110 MPH 1 24'-11- 27--11. 1 27'-0' 1 21'-1 .- 24'-6- 1 23'r3' 1 14'-2" 1 15'-10" 1 15'-4" 1 16'-2" 1 19'-3- 18'-8- 1 =-0" 170 MPH 1 23'.10- 126'-8- 1 25'-9- 1 20'-5' 22'-;C' 1 22'-1. 1 12'-11" 1 14'-5- 1 14'-0' 1 14'-3" 1 17'-a' 15'-10' 1 7' 123 MPH 1 22'-11' 25'-7' 1 24'-9' 1 19'-;0' 22'-2' 1 21'-5" 1 12'-a' 1 14'-2' 1 13-3' 1 1X-4" 1 16'-0' 1 15'-6' 1 _-0' 130 MPH 1 21'-2- 23-7' 1 22*-10" 1 18'-8' 1 20'-1C' 1 27-2" 1 11%6 1 13'-c' 1 13'-0' I 12'-7" 1 15'-2' 1 14'-3- 1 I JU. o-c 1 1450 MPH 1 14'-5' 1 16'-2' 1 15'-7' 1 14'-5" 1 16'-2' 1 1 -7- 1 ;0'-0" '-3. 1 10'-10' 1 11'-2" 1 13'-2' 1 12'-9' 4" x 48" x 0.024' Roof Panel Wind Region Open Structures MonoSlooed Roof Screen Rooms Partially Enclosed MonoSlo; Roof Enclosed Ovemang / Cantilever All Rcofs 18,2 ( span 3 scan 4 span 132 span 3 4 span scan I 1d,2 I 3 I 4 Ispanjspanspan 132 I 3 span span 4 span 1C0 MPH 1 23.5 26-2- 25'-3- 22'-3" 24'-; ;' 1 24'-1' 1 14'-9' 1 16'S' 1 15'-1 V 1 17•-5" 19•S. 18•-10' 4'4" 10MPHI 23'-5' 1 :6'-2 1 25'-3- 2C'-6' 1 22'-11' 122'-2" ( 1 3'-3" I ;;'-10' 114'-s' 1 15'-1" 1 18'-0- 1r-5* o" 20 MPH 122'-3- 1 24'-11' 1 24--1- 19'-1' 1 21'—' 1 20'-7- 1 11'-0' 1 13'-7• 1 13'-2 I 13'-9" 15'-i' 14'-10' 1 S;7 I 123 MPH 21'-5- 23'-1 ;' 1 23'-2' 18'-0 20-9 120'-0' 1 11'-5" 1 13'-3' 1 12'-10' 1 13'-5" 14'.11' 1 14'S' 4'-0" 120 MPH 19'-9' 22'-1' 21'-V 1 1r-5' 1 19'-6' 18'-10- I 10'-9' 1 12'-7' 1 11'-8' 12'-8' 14'-2' 1 13'-a' 1 X-0' 140 MPH 13'-6 15'-1' 14'-7- 13'-6- 15'-1' 1 14'-7' 1 10'-1" 1 11'-3' 1 10'-10' 1 11'-3' 13'-3" 12'-9' X-3" 150 MPH 13'-6' 15'-l' 14'-7' 13'-6* 15'-1' 14'-7' 1 9'-5' 1 10'-6' 1 10'-2- 10'-5" 12'-4' 11'4' 0" 4" x 48" x 0.030" Roof Panel I Glass Rooms Wind Region Open Structures Mono -Sloped Roof Screen Rooms MonoSioped Roof I Partially Enclosed Enclosed Overhang / Cantilever All Roofs 132 span 3 scan 4 span 132 span 3 span 4 Ispan 1S2 span 3 4 span span 1&2 span 3 span 4 span 100 MPH 27'-9' 1 30'-11' 1 29'-11" 26'-S' 29'-6* 128'-7' 1 18'-3' 1 20'-S' 1 19'-9" 2C'-a' 23'-1' 22'-4' X-0- MPH 27'-9' 30'-11' 29-11' 24'-4• 2r- 26'-3' 15'-9- 1' 18-- 2' 6' 19-1- 21'-5- 20--8' 0'110 120 MPH 26'- 29'-0' 28'-7' 22'-d' 25'= 24'-5" 14'-5' 0' MPH 255' 28'-5- 27'.5- 21'-11' 24'-7' 23'-9" 14'-l' 1 159 15'-70' 19'' 18'-S'123 4.0 130 MPH 23'-5' 26'-2- 25'r1- 20'-8- 23'-1' 1 22'-t' 1 13'-4' 14'-11' 14'-5' 15'-0" 1 r-11' 16'-3' 4'-0- 140 MPH 15%11' 1 17'-11' 1r-3' 15'-11' 17'.11- 17'-3' 1 12'.5- 13'-10' 13'-5- 14'-0- 15'-8- 15'-2- 4'-0' 150 MPH 15'-11' 17'-11' 1 17--3- 15'-11' 17-1 ;' 17'-3' 1 11'-2' 1 12'-11• 12'-6' 1 13'-1- 14'-7- 14'-1- X-0" Note: Total roof panel width = room `Ninth + wall wiath + overhang. Lawrence E. Bennett, P.E. CIVIL ENCiNEER • CEVELCPVENTCCNSLL:AN7 23 T A U L: TA L L• P 0. scx :wzm SCUTH 7aY'CNA, =L " o.- ,w EL=Pt-C4E (:e6) 717-9:74 350 BURBANK. CLDSMAR. FL 34677-49C6 LOCAL (a13) 855-2627 aa :96i'r'•iEc9 NA.TICN`.`/ICE 1-4C0-969-37C6 1 s •i;.',: is c:c :!:'._.. `i .-.__ :A : .. :.•- -. _c .—_•, •c :?.11, :F '.'.VF•C'c =. 3E`.tic—. -. SECTION 3 I SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS C Table 3.1.1-110 Allowable Edge Beam Spans - Hollow Extrusions For Screen or Vinyl Rooms For 3 second wind gust at 110 MPH velocity; using design load of 20 #/SF (36 #/SF for Max. Cantilever) Aluminum Alloy 6063 T4 2" x 2" x 0.044" 2" x 2" x 0.055" Load Width () 5 Max. S an'L' /(bending 'b' or deflection'd') Load Width (ft.) 5 Max. Spa V/ (bending'b' or deflection 1 b 2 S ap 4'-4' d 3 Spanp 5'-5' d 4 Spanp 5'-3" b Max. Cantilever 1'-1- d 1 b 2 Spanp 4'-8' d 3 Spanp 5'-9' d 4 Spanp 1 5'-8' b Max. Cantilever 1'-2T d 6 4'-1' d 4'-11" b 4'-9' b 1'-0" d 6 4'-4" d 5'-5' d 5'-3" b 1'-1' d 7 3'-11' d 4'-7' b 4'-5' b 0'-11' d 7 4'-2' d 4'-11" b 4'-10" b 1'-0' d 8 3'-9" d 4'-3' b 4'-2" b 0'-11' d 8 3'-11" d 4'-8" b 4'-6- b 0'-11- d 9 3'-7' d 4'-0- b 3'-11' b 0'-10' d 9 3'-10' d 4'-5' b 4'-3' b 0'-11' d 10 3'-5' b 3'-10' b 3'-8" b 0'-10" d 10 3'-8" d 4'-2' b 4'-0' b 0'-11' d 11 3'-3' b 3'-8' bE3*-4' 6' b 0'-10' d 11 3'-7' d 3'-11' b 3'-10- b 0'-10- d 12 3" x 2" x 0.045" 3'-1' b 3'-6' b b 0'-10' d 12 3" x 2" x 0.070" 3'-5- b 3'-10- b 3'-8- b 0'-10' d Load Width (ft) 5 Max. Spa n'L' /(bending'b' or deflection'd') Load Width (ft) 5 Max. Spa V / bending 'b' or deflection'd' 1 b 2 Spa 4'-11" d 3 Span 6'-1' d 4 Span 6'-3' d Max. Cantilever 1'-2" d 1 b 2 Spanp 5'-7' d 3 SpanpCantilever 6'-10' d 4 Span 7'-0' d Max' VA' d 6 4'-8' d 5-9- d 5'-9' b 1'-2" d 6 5'-3' d 6'-5' d 6'-7' d 1'-3' d 7 4'.5- d 5'-6' d 5'-4' b 1'-1- d 7 4'-11' d 6'-2' d 6%3" d 1'-3' d 8 4'.3- d 5'-1' b 4%11' b v-0' d 8 4'-9' d 5'-10' d 5'-11" b 1'-2' d 9 4'-1- d 4'-10- b 4'-8- b 0'-11- d 9 4'-7' d 5'-8' d 5'-7" b 1'-1' d 10 3'-11' d 4'-7' b 4'-5' b 0'-11' d 10 4'-5' d 5'-5' d 5'-3' b 1'-1' d 11 3'-10' d 4'-41" b 4'-3' b 0'-11" d 11 4'-3' d 5'-2' b 5'-0' b 1'-0' d 1 x 3" x 0.045" d j 4'-2 b 4'-1' b 0%11" d 12 4'-2- d 4'-11' b 4'-10" b 1'-0- d 2" x 4" x 0.050" Width (ft.) pan 'L' /(bonding W or deflection 'd' Load Width (ft.) Max. Span 'L' / (bendin 'b' or deflection d' 1 b 2 Spa 3 Span 4 Span Max. Cantilever 1 b 2 S ap 3 S p an 4 S p an Max. Cantilever 5 6'- - d 47'- b 7'-1- b 1'-6" d 5 7'-11" d 9'-4' b 9'-0' b 1'-11- d 6 5'-9" d 6'-8- b 6'-5' b 1'-5- d 6 7'-6" d 8'-6" b 8'-3' b 1'-10' d 6'-2' b 5'-11' b VA' d 7 7'-1' b 7'-11" b 77 b 1'-9' d 8 5'-2' b 5%9' b 5'-7" b 1'-3' d 8 67 b 7'-5' b 7'-2' b 1'-8' d 9 4'-10' b 5'-5' b 5'-3' b 1%3' d 9 6'-3- b 6'-11' b 6'-9' b 1'-7' d 10 4'-7- b 5'-2- b 4'-11' b 1'-2' d 1 10 5'-11- b 6'-7' b 6'-5' b 1'-6' d 11 4'-5' b 4'-11" b 4'-9' b 1'-2' ILId 11 5'-8" b 6'-4' b 6'-1' b 1'-6' d 12 4'-3' b 4'-9- b 4'-7- b 1'-1- d 1 12 5'-5' b 6'-0- b 5'-10' b 1 1%5' d 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. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214360. SOUTH DAYTONA. FL 32121 TELEPHONE (386) 707.4774 FAX (386) 767-6556 PAGE COPYRIGHT 2003 3"28 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 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 T-6 For 3 second wind gust at 110 MPH velocity; using design load of 11 #/SF Tributary I-Sad4ftkh 'IM = Purlin Spacing Sections 3'-0"' 1 3'-6" 1 4'-0" 1 4%6" 1E 5'-0" 5'-6" 1 6'-0" 1 6'-0" 1 7'-0" 1 7•.6" Allowable Heig ' / bending 'b' or deflection 'd' 2" x 2" x 0.044" Hollow 2" x 2" x 0.055" Hollow 3" x 2" x 0.045" Hollow 3" x 2" x 0.070" Hollow 9'-5' b 10'-3' b 11'-3- b 12'-9' d 8'-9' b 9'-6' b 10'-5- b 12'-2' d 8'-2' b 8'-11' b 9'-9- b 11'-7' d 7'-8" b 8'-5' b 9'-3- b 10'-11' b 7'-4' b 7'-11' b 8'-9- b 10'-5' b 6'-11' b 7'-7' b 8'-4- b 9'-11' b 6'-8' b 7'-3' b 7'-11' b 9'-6- b 6'-5" b 6'-11' b 7'-8' b 9'-2- b 6'-2" b 6'-9" b 7'-5' b 8'-10- b 5'-11' b 6'-0' b 7'-2' b 8'-6' b Ilow 2" x 4" x 0.050" Hollow 12'-9- b 6'-3' b 11'-9- b 15'-1' b 11'-0' b 14'-1" b 10'-5- b 13'-3' b 12'-7' 9'-5- b 12'-0' b 8'-11' b 11'-6- b 8'-8' b 11'-0" b 8'-4' b 10'-8' b 8'-1' b 10'-3' b 3'-7' b 2' x 6" x 0.050" S.M.B. 26'-1' b 2" x 2" x 0.044" Snap 11'-3' b 2" x 3" x 0.045" Snap 14'-0' b 2" x 4" x 0.045" Snap 17'-7' b For 3 second wind gust at 120 MPH 21'-10- b 24'-2' b 10'-5' b 13'-4' b 16'-3' bi velocity; 20'-5' b 22'-7' b 9'-9' b 12'-5' b 15'-3" bi using 19'-3" b 21'-3' b 9'-2' b 11'-9' bi 14'-4- bi design b 20'-2' b 8'-8' b 11'-2' bi 13'-7- bi load of 13 17'-5' b 16'-8' b 16'-0' b 15'-5' b 14'-11- b 19'-3' b 18'-5' b 17'-9' b 17'-l' b 16'-0' b 8'-3- b 7'-11- b 7'-7' b 7'-4' b 7'-1- b 10'-7' b 10'-2' b 9'-9' b 9'-5' bi 9'-l' b 12'-11' bi 12'-5- b 11'-11- bi 11'-6- bl 11'-1' b SF Sections Tribute Load Width W = Purlin Spacing 3'-0-3'-0" 4'-0" 4'-0" 1 6'-0" 5'4' 6'-0' 1 6'-0" 7' Allowable Height 'H' /bending 'b' or deflection 'd' 8'-8' b 8'-0' b 7'-6' b 7'-1' b 6'-8' b 6'-5' b 6'-1' b 5'-11' b 5'-8- b 5'-6- b 9'-5' b 8'-9' b 8'-2' b 7'-9' b T-4' b 6'-11' b 6'-8' b 6'-5' b 5'-2' b 5'-11' b 10'-5" b 9'-7' b 8'-11' b 8'-6' b 8'-0" b 7'-8' b T-4' b 7'-1' b 6'-10' b 6'-7' b 12'-1' d 11'-5' b 10'-8' b 10'-1' b 9'-7' b 9'-2' b 8'-9' b 8'-5' b 8'-1' b 7'-10' b 12'-10' b 11'-11' b 11'-2" b 10'-6' b 9'-11' b 9'-6' b 9'-1' b 8'-9' b 8'-5- b 8'-2' b 14'-11' b 13'-10' b 12'-11' b 12'-2- b 11'-7- b 11'-0- b 10'-7- b 10'-2' b 9'-9' bl 9'-5' b 21'-8' b 20%1' b 18'-9' b 17'-9' bl 16'-10' b 16'-0' b 15'-4' b 14'-9' b 14'-2' bl 13'-9' b 2" x 2" x 0.044" Hollow 2" x 2" x 0.055" Hollow 3" x 2" x 0.045" Hollow 3' x 2" x 0.070" Hollow 2' x 3" x 0.045" Hollow 2' x 4" x 0.050- Hollow 2" x 5" x 0.050" S.M.B. 2" x 6" x 0.050" S.M.B. 23'-11' b 22'-2' b 20'-9' b 19'•7' b 18'-7' b 17'-9' b 16'-11' b 16'-3' b 15'-8' b 15'•2' b 2" x 2" x 0.044" Snap 10'-4' b 9'•7' b 8'-11' b 8'-5' b 7'-11' b 7'-7' b 7'-4' b 7'-0' b 6'-9- b 2" x 3" x 0.045" Snap 13'-3' b 12'-3' b 11'-5' b 10'-9' b 10'-3' b 9'-9' b 9'-4' b 8'-11' b 8'-8' b 2" x 4" x 0.045" Snap For 3 second wind mutt 16'-2' b at 13n IuD41 14'-11' b el,,..:..,.. 14'-0" b 13'-2' b I__ 12'-6- b m _a de 11'-11- b m,a.r 11'-5- b 10'-11- b 10'-7- b Sections Tributary Load Width '1M = Purlin Spacing 3'-0" 1 3'•6" 4'-0" 1 4'-6" 1 5'-0" 5'-0" 1 6'-0" 1 6-.6- All wable Height 'H' / bending 'b' or deflection 'd' 2" x 2" x 0.044" Hollow 8'-1' b 7'-6' b 6'-11- b 6'.7- bl 6'-3- b 5'-11- bl 5'-8' b 5'-0' b 5'-3' bi 5'-1' b 2' x 2" x 0.055" Hollow 8'-10' b 8'-2' b 7'-7' b 7'-2' bl 6'-10' b 6'-6' bi 6'-3' b 5'-11- b 5'.9- b 5'-7' b 3" x 2" x 0.045" Hollow 9'-8' b 8'-11' b 8'-4' b T-11' bi 7'-0' b 7'-2' bi 6'-10' b 6'-7' b 6'•4' b 6'-1' b 3' x 2" x 0.070" Hollow 11'-6' b 10'-8' b 9'-11" b 9'-5' bi 8'-11' b 8'-6' bi 8'-2' b 7'-10' b 7'-6- b 7-3- b 2' x 3" x 0.045" Hollow 11'-11' b 11%V b 10'-4' b 9'-9' b 1 9'-3' b 8'-10' b 8'-5' b 8'-2' b 7'-10' b 7'-7' b 2" x 4" x 0.050" Hollow 13'-11' b 12%11' b 12'-l' b 11'-4' b 10'-9' b 10'-3' b 9'-10' b 9'-5' b 9'-1' b 8'-10' b 2" x 5" x 0.050" S.M.B. 20'-2' b 18'-8' b 17'-6' b 16'-6' b 15'-8' b 14'-11' b 14'-3' b 13'-9' b 13'-3' b 12'-9' b 2" x 6" x 0.050" S.M.B. 22'-4" b 20'-8' b 19'-4' b 18'-3' b 17'-3' b 16'-6' b 15'-9' b 15'-2' b 1 14'-7- b 1 14'-l' b 2" x 2" x 0.044" Snap 9'-7' b 8'-11' b 8'-4' b 7'-10' b 7'-5' b 7'-1' b 6'-9' b 6'-0' bi 6'-3' bi 6%1' b 2' x 3" x 0.045" Snap 12'-4' b 11'-5' b 10'-8" b 10'-1' b 9'-0' b 9'-1- b 8'-8- b 8'-4' b 1 8'-1' b I 7'-9- b 2" x 4" x 0.045" Snap 15--1- bf 13'71' b 13'-0- bi 12'-4' bl 11'-8- bj 11'-1- bl 10'-8- b 10'-3- b 1 9'-10- b 1 9'-6- b 1 vAbove 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. CIVIL ENGINEER • DEVELOPMENT CONSULTANT P O BOX 214;68, SOUTH DAYTONA. FL 32121 TELEPHONE (386)167-4774 FAX (386) 767.6556 COPYRIGHT -003 PAGE} (( Nor TO BE REI140DUCED IN WHCLE OR IN PAR r WIrHOUT THE WRITTEN PERMISSION OF U%VVRF.NCE E nrNNETT P t 3"39 t- SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS I SECTION 3 Table 3.1.4-110 Allowable Spans for Ridge Beams with Self Mating Beams For Screen Rooms or Vinyl Rooms For 3 second wind gust at 110 MPH velocity; using design load of 20 #/SF Self Mating Sections Tribute Load Width W = Purlin Spacin 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0" Allowable Span L' / bendin 'b' or deflection ' 2" x 4" x 0.044 x 0.100" 10'-11" b 9'-11' • b 9'-3" b 8'-8" b 8'-2" b 7'-9" b 7'-5" b T-1- b 2" x 5" x 0.050" x 0.100" 13'-7" b 12'4" b 11'-5" b 10'-9" b 10'-1" b 9'-7" b 9'-2" b 8'-9- b 2" x 6" x 0.050" x 0.120" 16-8" b 14'-4" b 13'-3" b 12'-5" b 11=8" b 11'-1" b 10'-7" b 10'-1" b 2" x 7" x 0.055" x 0.120" 17'-8" b 16'-1" b 14'-11' b 13'-11" b 13'-2' b 12'-6' b 11'-11' b 11'-5" b 2" x 7" 23'-6" b 21'-5" b 19'-10" b 18'-7" b 17'-6" b 16'-7" b 15'-10" b 15'-2" b 2" x 8" x 0.072" x 0.224" 10" b 20'-10' b 19'-3" b 18'-W b 16'-11" b 16'-1" AFJ 15'-0" VD 14'-9" b x .072" x 0.224" 24'-9" b 22'-7" b 20'-11' b 19'-6' b 18'-5" b 17'-6" 15'-11' b 2" x 9" x 0.082" x 0.310" 27'-1" b 24'-9" b 22'-11" b 21'-5" b 20'-3" b 19'-2' b 18'-3" b 17'-6' b 2" x 10" x 0.092" x 0.369" 32'-7" b 29'-9" b 27'-7" b I 25'-9- b 24'-4" b 23'-1' b 21'-11' b 21'-1" b Notes: 1. Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H. wind load requirements to the above upright sizes increases the strength so that additional framing is not required. 2. Tables assume extrusion oriented with longer extrusion dimension parallel to applied load. 3. Spans may be interpolated. Table 3.1.4-120 Allowable Spans for Ridge Beams with Self Mating Beams For Screen Rooms or Vinyl Rooms For 3 second wind gust at 120 MPH velocity; using design load of 23 #/SF Self Mating Sections Tributav Load width 'W' s Purlin Spacing 5'-0" 1 6'-0" I 7'-0" 1 8'-0" 1 9'-0" 1 10'-0" 1 11'-0" 12'-0" Allowable Span 'L' / bendin 'b' or deflection 'd' 2" x 4" x 0.044 x 0.100" 10'-3" b 9'-4- b 8'-8- b 1 8'-1" b 7'-7' b 73- b 6'-11" b 6'-7" b 2" x 5" x 0.050" x 0.100" 12'-8" b 11'-6" b 10'-8' b 9'-11" b 9'-5' b 8'-11" b 8'-6- b 8'-2" b 2" x 6" x 0.050" x 0.120" 14'-7" b 13'-0" b 12'-4" b 11'-7" b 10'-11' b 10'-0" b 9'-10" b 9'-5" b 2" x 7" x 0.055" ;0.120- 16'-5" b 15'-0" b 13'-11" b 13'-0- b 12'-3- b 11'-8" b 1171" b 10'-7" b 2" x 7" x 0.055" w/ Insert 21'-11" b 19'-11" b 18'-6" b 17'-0" b 16'-4" b 15'-6" b 14'-9" b 14%2" b 2" x 8" x 0.072" x 0.224" 21'-3" b 19'-5" b 17'-11" b 16'-10" b 15'-10" b 15'-0" b 14'-4" b 13'-9" b 2" x 9" x 0.072" x 0.224" 2T-1" b 21'-0" b 19'-6' b 1 18'-3" b 17-2" b 16'-0" b 15'-6" b 14%10" b 2" x 9" x 0.082" x 0.310" 25'-4" b 23'-1" . b 21'-5" b 19'-11" b 18%10" b 17'-11" b 17'-1" b 16'-4 b 2" x 10" x 0.092" x 0.369" 30'-5" b 27'-9" b 25'-8" b 24'-0" b 22'-8" b 21'-6" b 20'-6" b 19'-8' b Notes: 1. Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 120 M.P.H. wind load requirements to the above upright sizes increases the strength so that additional framing is not required. 2. Tables assume extrusion oriented with longer extrusion dimension parallel to applied load. 3. Spans may be interpolated. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (366) 767-4774 FAX (366) 7674556 I © NOT TOO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 1 PAGE 3"37 I SECTION 2 I ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS Table 2.2.2 Allowable Attributable Roof Area per Post for Carports, Patio Covers, and other Open Buildings - ALUMINUM POSTS efAfUMhVAM Post Wind Load = 100 MPH L.11LNEM 120 MPH 123 MPH 15 #NSF 130 MPH 16 #/SF 1140 & 150 MPH 1 30 #/SF Applied Load = . 10 #/SF I 12 #/SF I 14 XSF Maximum Allowable Roof Area in Square Feet for Various Loads on Post Height Load lbs. 3" x 3" x 0.090" Hollow Extrusion -Aluminum Alloy6063 T-6 S 184 518 370 346 346 17338883893242782592591303024302216202202101 2 268 227 189 162 151 151 76 Load lbs. 3" x 3" x 0.125" Hollow Extrusion - Aluminum Alloy 6063 T-6 13'-9" 6.9 691 1 576 i 494 I 461 1461461 230 5 184 518 432 370 346 173 4 032 403 336 1 2tW 1 269 269 1 13420'-7" 3 024 302 I 252 1 216 1 202 202 1 101 Height Load lbs. 4" x 4" x 0.125" Hollow Extrusion - Aluminum Alloy 6063 T-0 9 312 931 776 665 621 1 621 31 O 6,984 698 582 499 466 466 23321'-0" 5,432 543 453 388 362 362 1 18123'-8" 4074 1 407 340 291 272 272 1 136 Steel Post Wind Load = 100 MPH 110 MPH 120 MPH 1 123 MPH 130 MPH 1140 3150 MPH Applied Load = 10 NSF 12 #/SF 14 01SF I 15 p/SF 16 WSF 1 30 S/SF Maximum Allowable Roof Area in Square Feet for Various Loads on Post Height Load lbs. 3" x 3" x 14 Gauge Post - 46 k.s.i. Steel 19'-10" 10 0-50 1005 838 718 670 670 33521'-9" 7 430 743 619 531 495 495 44823'-9" 5 638 564 470 1 403 1 376 376 18825'-9" 4 371 437 364 1 312 1 291 291 146 Hei ht Load lbs. 3" x 3" x 11 Gau a Post - 46 k.s.i. Steel 191-8" 15,870 1587 1323 1 1134 1 1058 I 1058 I 52921'-7" 11730 1173 978 1 838 1 782 1 782 1 39123'-6" 8 970 897 748 1 641 1 598 1 598 1 29925'-0" 6 900 690 575 1 493 1 460 1 460 1 230 Hei ht Load lbs. 4" x 4" x 14 Gauge Post - 46 k.s.l. Steel 26'-8" 12.650 1265 1054 1 904 1 843 843 42229'-3" 9 350 335 779 668 623 623 31232'-0" 7 150 115 596 511 1 477 477 23834'-8" 5 500 550 458 1 393 1 367 367 183Examolr Find Roof Area Needed; Area a W; Post Spacing =S'; Structure Projection ='W': A = S x (W/2 + O.H.); If 'S' = 27, W - 24', and O.H. = 2' then: 'Area' = 280 Sq, Ft. a. For a 13'-10' post and 120 m.p.h. wind load of 14 # / Sq. Ft. post choices are: 1. 3' x 3' x 0.125' Hollow Extrusion 2. NI post sizes listed below the W x 3' x 0125' Hollow Section b. If job conditions dictate a post hieght of 20'-7' for A = 280 Sq, Ft. and 120 MPH wind zone, then a 3' x 3' x 0.125' Hollow Extrusion mayNOTbeusedsinceitcanonlysupportaroofareaof216Sq. Ft. Thus, design must satisfy both height and area requirements. Nob: 1. Spans may be interpolated. 2. For free-standing covers multiply the roof areas above by 2.0. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 7674774 FAX (386) 767-6556 I PAGE2-46 1 0 NOTT O BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. r l SECTION 3 I SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS 1-1/2" x 1-1/2" x 0.080" ANGLE EACH SIDE OF CONNECTING BEAM WITH SCREWS AS INTER BEAM TABLES: SC N $VNYL ROOMS: 3 IN1.3 SHOWN w GLASS ROOMS: PRIMARY FRAMING BEAM I wa RTIALLY ENCLOSED) 3.2.3 SEE TABLE 3.1.2 OR 3.1.5) ENCLOSED) 3.3.4 NOTE: EXTRUSIONS WITH INTERNAL SCREW BOSSES MAY BE CONNECTED WITH (2) MINIMUM #8 S.M.S. x 3/4" LONG 10 x 1-1/2" INTERNALLY NUMBER REQUIRED EQUAL TOlz I BEAM DEPTH IN INCHES NOTE: ANGLE OR,FttCEIVING CHANNEL EXT SIONS WITH INTERNAL REW BOSSES MAY BE NNECTED WITH 2) #10 0-1/2" INTERNALLY MI IMUM #8 S.M.S. x 3/4" N NUMBER REQUIRED E UAL TO BEAM DEPTH IN INCHES TO BEAM CONS SCALE: 3" = 1'-0" INTERIOR BEAM TABLES: SCREEN & VINYL ROOMS: m 3.1.3 Q GLASS ROOMS: o PARTIALLY ENCLOSED) 3.2.3 ENCLOSED) 3.3.4 a BEAM 12 WALL CONNECTION: 2) 2" x 2 x 0.060" EXTERNALLY MOUNTED ANGLES TO WOOD WALL WITH MINIMUM (2) 3/8" x 2" G SCREWS PER SIDE OR (2) 1/4" x 2 1/4" CONCRETE ANCHORS TO CONCRETE OR MASONRY W LL ADD (1) ANCHOR ER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3" ALTERNA E) (1)1-3/4" x 1-3/4" x 1-3/4" x 1/8" INTERNAL U-CHANNEL ATTACHED TO WOOD ALL WITH MINIMUM ( 3/8" x 2" LAG SCREWS PER SIDE OR (3) 1/4" x 2-1/4" CONCRETE ANCHORS T CONCRETE OR MASONRY LL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM LARGER THAN BEAM TO WALL CONNECTION SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (366) 767-4774 FAX (366)767.6556 IPAGE3"22 I © NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. a SECTION 3 1 SCREEN, ACRYLIC / VINYL, GLASS 81 MODULAR ROOMS 7---------- U) w ROOF PANEL _ SEE SECTION 7) BEAMS MAY BE ANGLED FOR GABLED FRAMES _ ANCHOR PER DETAIL FOR PAN OR COMPOSITE PANEL FOR NUMBER OF BOLTS AND BEAM AND POST SIZES — SIZE OF POST (SEE TABLE 3.4) SEE TABLE 3.4) 1" x 2" MAY BE ATTACHED FOR POST NOTCHED TO SUIT o SCREEN USING (1) 10 x 1-1/2" @ 6" FROM TOP AND BOTTOM AND 24" O.C. SIDE NOTCH POST TO CARRIER BEAM CONNECTION 3" =1'-0" Lu ROOF PANEL SEE SECTION 7) 1-3/4" x 1- 4" x 0.063" RECEIVII C NNEL THRU BOLTED TO OST W/ THRU IS BOLTS OR SIDE BEAM OSEETABLE .3 FOR NUMBER i OF BOLTS) I BEAV AND POST SIZES I SEE TABLE 3.4) POST N TCHED TO SUIT H ANCHOR PER DETA L FOR PAN OR COMPOSITE PA L FOR NUMBER OF BO TS AND SIZE OF POST (SEE T BLE 3.4) 1" x 2" MAYVG( CHED FOR SCREEN U# 10 x 1-1/2"OM TOP AND BOTT4" O.C. POST TO CARRIER BEAM CONNE ON SCALE: 3" = Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTON& FL 32121 TELEPHONE (356) 767-4774 FAX (388) 787-6556 PAGE COPYRIGHT 2003 3-20 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. z n Table 3.4 Schedule of Post to Beam Size and Number of Thru Bolts Required N p Aluminum Alloy 6063 T-6 0 mm C) M m M A N m 0 0 cim W nG X o m n z D A Z c 1 G) xm z CO) m Z v 90 The minimum number of thru bolts is (2) 3 y Minimum post / beam may be used as minimum knee brace O 0 Z 0 0 c r 0 mm2Z m c 0 (p m m > O Z m m Ay = m Q m JC y j0 mr A vin io Dm 3i V A Q N VI y 'v m 0 mW Z W Thru-Bolts L=O+y," Beam Size Minimum Post Size Alternate Post Size Minimum Knee Brace' Min. #Knee Brace Screws1/4"e 3/8"e 2"x4"x0.050"Hollow 3'x3"x0.093' 2"x3'x0.050" 2 2'x3'x0.050" 3 #8 Self Mating Beams 2" x 4" x 0.040" x 0.100" 3" x 3" x 0.093' 2" x 3" x 0.050' 2 2" x 3" x 0.050" 3 #8 2" x 5" x 0.050" x 0.100" 3' x 3" x 0.093" 2' x 3" x 0.050" 2 2" x 3" x 0.050' 3 #8 2" x 6" x 0.050" x 0.120" 3" x 3" x 0.093' 2" x 3" x 0.050' 2 2' x 3" x 0.050" 3 #10 2" x 7" x 0.055" x 0.120" 3" x 3' x 0.093` 2" x 3" x 0.050" 2 2 2" x 3" x 0.050" 3 #10 2" x 7" x 0.055" w/ insert 3" x 3" x 0.093" 2" x 3" x 0.050" 2 2" x 3" x 0.050" 3 #10 2" x 8" x 0.072" x 0.224" 3" x 3" x 0.093" 2" x 4" x 0.050" 3 2 2" x 4" x 0.050" 3 #12 x x 2'x5"x0.050"x0.100" 3 2'x5"x0.050'x0.100" 3 #14 2" x 9" x 0.082" x 0.306" 3' x 3" x 0.125" 2" x 6" x 0.050" x 0.120" 4 3 2" x 6" x 0.050" x O.t20' 4 #14 2" x 10" x 0.092" x 0.369" 3" x 3" x 0.125' 0.055" x 0.120" 5 4 2" x 7" x 0.055' x 0.120" A ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS I SECTION 2 t o ALUMINUM/STEEL COLUMN U' CHANNEL ANCHORS (SEE SECTION 9) (SEE SECTION 9 FOR CONNECTIONS) CONCRETE SLAB OR FOOTING NCRETE ANCHORS SEE SECTION 9) POST TO CONCRETE CONNECTION INTERNAL OR EXTERNAL RECEIVING CHANNEL SCALE: 3" = 1'-0" ANCHORS (SEE SECTION 9) 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 TERNAI OR EXTE UTA ANGLE CLIF NOTE: Pk ENT DETAILS SHOWN UIRE DIAGONAL BRACING FREESTANDING COVERS CORROSION RESISTIVE STEEL THRU BOLT PER SCHEDULE CONCRETE SLAB OR FOOTING POST 1 TUBE COLUMN SCALE: 3" = V-0" CONCRETE CON ASE SCHEMAT SCALE: 3" - -0" i ALUMINUM / STEEL COLUMN INTERNAL EXTRUDE ALUMINUM BASE OR B K FORMED U-CLIP WITH W LL EQUAL TO OR GREATER HA POST WALL CONCRETE ANCHORS (S E SECTION 9) Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214366, SOUTH DAYTONA, FL 32121 TELEPHONE (356) 707-4774 FAX (386) 767-6556 COPYRIGHT 2003I © NOTO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I PAGE I I his insliunicnl p1cpalctl 1).: Richard 11 Zapf 2867 Stonewall Place ) at )17 Sanford, Fl 32773 Pcrmit No. STATE OF FLORIDA COUNTY OF: SEMINOLE MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05191 PG 1269 CLERK'S 0 2004019462 RECORDED 82/89/2884 810204 PM RECORDING FEES L N RECORDED BY L McKinley Tax Foliu No. 35-19-30-514-0000-0050 NOTICE OF COMMENCEMENT THE UNDERSIGNED hereby gives notice that improvements 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 I. r)usiptionofproperl(Ic*"ScripUon ofpro ery, and street nddi-css it-nvuilnbie) Cc 13 a IIQ6 LvAy .S l', r L 3 —71 2. General desc;4pl# "rW-,Went- CHARLIE COLLIER 3. Owner information: 1302 DIXIE WAY a. Name and address- SANFORD FI 32771 b. Interest in properly- c. Name and address of fee simple titleholder (if other than owner): 1. Contractor: Exterior Homesavers, Inc. V% 2867 Stonewall Place)l# 117 - Sanford, FI 32773 407-322-6149 SCC 056734 Surety a. Name and address- b. Amount of bond $ Lender: (name and address) it coptwin y IIA RYIUM M IURK OF CIRCUIT , U N RI t porry V 8 09 It a Ft. Persons within the Stale of Florida designated by Owner upon whom notices or other documents may be served as vided by Section 713.13(1)(n)7., Florida Statutes: (name and address) In addition to himself, Owner designates the following person(s) to receive a copy of the Uenor's Notice as ivided in Section 713.13(I)(b), Florida Statutes: (name and address) Expiration date of notice of commencement (the expiration date is I year from the dale of recording unless a Eerent date is succified) ...».. ---______ urn to sybscribed berbre me s 009 Adny ,200#- nry's Namnie-W,4R-p ary's Commission E•xpirics: 13 0'7 Signature of Owner) Owncr'sNm.neN,QRl/C 06LLIER Address_ Ic%:.a Il/C U) /4y Fo L 3-a-7-7I