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HomeMy WebLinkAbout01-0062 BUILDING PERMITN~ 0062 -- CITY OF ZEPHYRHILLS (813) 788~6611 Permit Date. /- ~f)?:- D / 1S BUILDING ELECTRICAL PLUMBING MECHANICAL Sewer Conn Water Conn: ~opertvOwne'~4 ~!f. Job Address: - ) pe,cell.D.."4 - ----::021-: - ~ 0 - Z) FlY Zoning, Ene,gv Code, "7 Ra~' ~ c) DescriDtion of Work /:;)( ~ D ( r u .a Water Meter: T.I.F.'s: FINAL 2- o6~o DATE NO OCCUPANCY BEFORE C.O. Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. c.o. DATE Inspector ~ te.. ~ Company Address ~e.0 ~/3-7/.5~7.)fiS: Valuation or Contract Price ~ /8/' ;)-&L City license Registration # c2 S- 91 State Certified License# 470 Z (1db/~ . ---------.. ~~DING.....J EL~L - ~_.. .AA.fC ~~ fo\ N I C A L Ftr. 7 Pre SLB t 2..' /0 ( S~ Lintel FRM. Insul. CL WL Breakers Ducts Insl. Compressor Final Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Twenty Five and 00/100 Dollars ($25.00) shall be made for each trip for each trade: a. Wrong Address b. Condemned work resulting from faulty construction. c. Repairs or corrections not made when inspection called, d. Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. L...Uw\ 'ad (/~J10l A Tc> L ALY.1\f\- . J If:) 1 iV1 f-}-~ {.J-J ( 'Tth LeT I'-t-$ sa. FEET PRICE . MAIN OR UVlNG AREA $ OTHER AREA UNDER ROOF If~O $ i~=-o:>'~~ OTHER (' ~ lUc-'f ;:b I( r VALUATION $ ~ J'il . L" .'. BUILDING: $ CREDIT: $ " ELEClRICAL; $ PWMBlNG: . $ MECHANICAL; $ 'DO RADON $ T I F 'S :1 $ -GtA-<-- 1/ 4-1 < "')0 'i jo ,JIlt I APPLICATION FOR PEmfiT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT DATE RECEIVED I~ / P- - 0 / PLANS REVIEW FEE , OWNER'S NAME C/et/l BCrtt/or 3'15 I ri1~ / I ;4{jh i f-e- LEGAL DESCRIPTION: LOT(S) ;I~ BLOCK C--;P1\RCELI~ # _..J~f- rtl?- 021-t)ol(o-bOOOO-O/tfg; WORK PROPSED: ~CONSTRUCTION JOB ADDRESS PHONE F;n e ('" 6/.'l,. ~;d~ SUBDIVISION (OBTAIN FROM PROPERTY TAX NOTICEl D ADDITION DALTERATION D REPAIR D INSTALL DSIGN PROPOSED USE: DSGL FAMILY DWELLING D COMMERCIAL DMOVE D DEMOLI SH DMULTI-FAMILY DINDUSTRIAL D# OF UNITS D SWIMMING POOL D MOBILE HOME D OTHER BUILDING SIZE D -<) / t:/ to fbbL G RESTAURANT & HEALTH DEPARTMENT APPROVAL C!.df" /)6 r</ I SQUARE FOOTAGE ~ /2i-fP yg{) I HEIGHT JtJl I DESCRIPTION OF WORK tIlD RESIDENTIAL: COMMERCIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. CI ELECTRICAL D PLUMBING D MECHANICAL AMP SERVICE D FLORIDA POWER {}~ 7) ~~_ ' o W.R.E.C. ~ ~{5 rf /pJ /1' D OTHER /- IN FLOOD ZO~EAO YES D NO . ~LDING PERMITS REQUESTED ))/1)/, '-'C> { , VALUATION OF TOTAL CONSTRUCTION $ $ VALUATION OF MECHANCIAL INSTALLATION D GAS D ROOFING D SPECIALTY D OTHER TYPE OF CONSTRUCTION: D BLOCK D FRAME D STEEL FINISHED FLOOR ELEVATIONS IS PROJECT . BUILDER SIGNATURE COMPANY STATE CERT OR REGIST CITY PROCESSING ****************************************************************** ELECTRICIAN COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE *******************************************************~.********** PLUMBER SIGNATURE COMPANY STATE CERT OR REGIST # CITY PROCESSING # * * * * * * * * * * *.* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *~. * * * * * * * * * * MECHANICAL COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** ~ OTHER COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** CONDITIONS OF PERM!T AFF~9AVIT ~. NOTICE OF DEED RESTRICTIONS The undersigned understands that this permi't may be sUb:io=ct to "deed restrictions" which may be more restrictive than City regulations. The undersigned assumes responsibility for compliance with any applicable deed rest:ric1tions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulcltions. If the contractor is not licensed as required by law, both the owner and contract:or may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the City of Zephyrhills Building Department, 813-788-6611. Furthermore, if the owner has hired a contractor or contractors, he is advised to have th~ contractor(s) sign portions of the "Contractor Sections" of this application for which they will be responsible. If you, as the owner signs as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign as contractor that may be an indication that he is not properly licensed and is not entitled to permitting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of "Florida's Construction lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other that the "owner", I cerify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning, and land development. Application is hereby made to obtain a permit to do work and installation as indicated. certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other governmental agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take be in compliance. Such agencies include but are not limited to: *Department of Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment *Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses *Army Corps of Engineers-Seawalls, Docks, Navigable Waterways *Department of Health & Rehabilitative Services, Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks *U.S. Environmental Protection Agency-Asbestos abatement I also certify that, if fill material is to be used in Flood Zone "A" or "A, etc.", it is understood that a drainage plan addressing a "compensating volume" will be submitted which is prepared by a professional engineer registered in the State of Florida prior to permit issuance. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction, or violations of any code, Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of issuance, or if work authorized by the permit is suspended or abandoned for a period of six months after the time the work is commenced. One 90 day extension of time may be allowed for the permit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspection must be logged during each ~ month period, or the project will be considered abandoned. 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. JOBS UNDER $2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT". SIGNATURE: OWNER OR AGENT SIGNATURE: CONTRACTOR acknowledged 19_ STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _____day of by STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _____ day of by acknowledged 19 (name of person acknowledged) Dwho is personally known to me, or (name of person acknowledged) C1ho is personally known to me, or of identification) take an oath. o who has produced (type of identification) and who Ddid [}:lid not take an oath o who has produced (type and whoD did 0 did not Signature of person taking acknowledgement Signature of person taking acknowledgment Name typed, printed or stamped Name typed, printed or stamped r- f\VrV~/-\l.~l<'1'_ ~- - - - ~'''''''.'''J'''':';.'''''-'' ""~~)8'~;"","'l!l"fIl"""""""'~~n~.,...,',_"",,,,,,,_,,",,,, ~_... "''''~''' ~'__.. - "p,- - dr A TO Z ALUMINUM PRODUCTS Customized Room Additions "Just Call We 00 It All." 18.aJ III! I 813.- 7/5- 75..)3 PIi~~UB~ -r-: -- ~1"M5 __~O (L~A: 'AOsf~1 ~4 .,~C~ 1/ ~_ _e--P1~~1< ,,_ _~/~_/ PHONE NO 0235 \:"CiH" ;, f -. i ~.. r ADDPlS", . ------, , DATE: OF PLANS f"AFir;HITECT \... ~-r- "" " " We he,eby ",OPOS8 10 lu m'sh Ihe male, '0 Is and pedo,m Ihe la bOl neec SSI"" I " 'I ,,, c," .' .~ _ _ _ -j~'f~~_~~____ ", _ _/~~~ql;~idfYoirT :l}f~o -- ------ --- .j)~- 2,D1o,Q) ---.----,,- --&1 2Te~c..s=O _..._---~--------._,-_._-- --------- -----------. -.---..---------------- -------~--_._-..--,---_.~----_.- ~--~------------ ---------,-~_._..- ----. -------.----- ----- All material is guaranteed to be as 'specified, and the above work to be performed in accordance Win I the cirilwinlJs and specifi- cations submitted for above work and completed in a substantial workmanlike manner for the sum ot.. with payments to be made as follows. ($_---- Respectfully submitted Any alteration or deviation from above specifications Involving extra costs WIll be executed only upon written order. and will become an extra charge ov('r and above the estimate. All <lQrI'ements contingent upon stnk('s. ac- Cidents. or delays beyond Our control . Per ______ .. ---~-_.._._~._-~- ..- - ----~--- Note - This proposal may be withdrawn by us If Ilot c c::::epted wlthin_ days. -_.__._...._~._----- ."-- ----~--~_.~~------- ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are satisfactory and are hereby accepted You are a lI"horized to do the work as specified. Payments will be made as outlined above. Date Signatur~ .$ Signature ;J~L r~ NC 3818-50 MADE IN USA Proposal ItOOO S TUO P. T. PLA TE: GR'D V' 6- (MIN.) " .' 41# ,. . .~. '.. :e.:. . (MIN.) .. '~'. ,. 45' (TYP,) ~ WOOD CONSTRUCT/ON 2$00 PSI CONC. Ir/ (1) " CONT. .':....'.} 1"" ""'.;.:. . ',' . ".... ..~.. " . . '. .,' . "" . . .... .~:.\.:~. 12- 8- ;. .;:..~:.:~,~:~":~~. ..,. .... . " .. .~.;~. 1'2- I . ,'.. . ~ RIBBON FOOTING. (FOR SCReEN CNCLOSURES) 2- T (lAIN,) 079 ALUMINUM (MIN 2" LAP FOR 'vf:Rr JTS) WOOD STUO P. r PLA TE: 8' LAP WOOD STUD 45' (Tll' REQ'D SOIL SEPARA T/ON NT$. GR'D 8' . 'f . I ,..~:, J ~ 8" X 8" w/ (7) 15 CONT. I ",h"r. - 3-/"T. 72- X 8" W/ (1) 15 CONT. J-/Fr. - 6-/F'T. FOOTING DETAILS ADDRESSING ER'OSION N. TS. . - MIN. 2500 PSI CONCRETE: I+fTH 6X6-IOXIO w.w.M. 2 -0 MIN qR FlBERMESH (TYPICAL) BEFORE SLOPE I' . 'I,. ...': CXlS,"NC SLAB, ~MAX' ....... '.' .,.. 4 : .'. .. '. FI.A r SLOPE: / NO F'OOTlNC REV/SED 4-12- 2000 ') / ~..:1 . 0 .u . I DAVID NOR/US ENGINEERING DeSIGNED TO '97 STANDARD BUILDING CODe PER CHAPT, 1606 FOR 110 HPH WIND EXPIRES AFTER FEB. 1. 'OJ Pg. " SHE, Nc I .J MASTER PLANS - 110 MPH WIND REGIONS ALUMINUM PA nos, CARPORTS, SCREEN ROOMS, POOL ENCLOSURES & DEI.. / ROOF PAN (ALLOY JOOJ H-16) /IV lCJ~LVv"/lVV rivvr r ,...,y.... --, . ~- ~ I 't' VARIES, 12- fj I 't' - .OJ2" 12" PAN "'AX. SPAN Sx "'AX. SPAN II aJtll.'R lJIt ~ .026 ,450 IJ'- 4- '6'-O~ I I ,OJ2 .608 15'- 6- '8'-6~ [ I .OJ2 .346 ".- 0" 'J'-O~ NOTE:: PANS MA Y OVE:RHANG 7/5 OF SIMPLE SPAN, (UP TO J' MAX) SPANS MA Y BE INCREASED 2" FOR EACH 12- OF OVE:RHANG. CONSULT AN ENGINEER FOR GREA TE:R OVE:RHANG. .J- STRUCTURAL ALUM. ROOF' SYS TEll 2- S.II. BEAM (seE CHARTS) (2) 1/4- OIA.x J 1/2" ST. THRU SOL 1$ J 1/6- X 1 1/2" X 1/8" ( BAse W/ (2) 1/4" OIA. TAPCONS OR tOUIV./POST w/ (2) 1/4" OiA. K .J 1/2- Sn.. THRU BOt.. TS - TOP OR SlOt llOUNT ALLOItEO- ALUII. BAst INstRT . w/ (2) .1/4- O/A. X 2 1/4" TAPCONS (2- IIIN. -DISCO. TYP.) stCURC ALUII, coc., W/ (2) 1/4" OIA, "THRU BOLTS NEW OR EXISTING 4 - 2!JOO PSI CONC. SLAB (stE PAGE I-H) ALUHlNUH ROOF PANS - 12' X 2, 5' X BIOS-H3SI PANEL AS HANUFACTURCD GY ROYAL ALUHINUH, INC., LEESBURG, FUJRIDA WIND SPAN w/ SPAN JI/ SPAN lr/ THICKN€SS VCLOCITY I' O/H 2' O/H 3' O/H OPEN 100 HPH 13' -S' 14'-0' /4' -4' MJILDING ,024' 110 HPH 12' -B' 13'-0' 13' -4' leD HPH / I ' -S' 12'-0' 12'-4' PARTIAL 100 HPH 11 ' -S' 12'-0' 12'-4' - ENCLOSED .024' 110 HPH 10' -S' II' -0' II' -4' lUlL DING - /20 HPH 10'-0' 10'-4' 10'-8' ENCLOSED 100 HPH 13' -4' /3' -8' 14'-0' lUlL DING . De4' /10 HPH /2' -0' /2'-4' 12'-8' /20 HPH 1/' -4' I/'-S' 12'-0' ROOF A TTACHMENT NOTES FASTENER TO. BE DETERMINED BASED aN CONSTRucnON OF HOST STRUCTURE 110 5.1.1.5. X 1 1/2- 0 8" Oc. INTO ..000 ~ (2) 110 0 16- OC INTO. WALL STUDS QB (2) 110 X 2- (124" OC THRU J/4- (MIN.) FASCIA INTO. TRUSS OR RAFTER TAILS QB 7/4'" TAPCONS (18- OC STAGGERED INTO. CONC W/110 S,M,S. THRU REC HEADER INTO. PAN Bo.TTOM !::iQlL 1 1/4" MIN, EMBEDMENT INTO. Co.NC. 1 1/2- MIN EMBEDMENT INTO. Woo.D * REPLACE ALL DETERIORA nNG WOOD; w/ FASCIA SECURED TO. RAFTER (TRUSS) TAILS DAVID NORRIS ENGINEERING DESIGNED TO . 97 srANDARD BUILDING CODE: PER CHAPT. 1606 FOR I/O "'PH /lIND CAPPORT / OPEN PA TlO DETAIL W/ ROOF ATTACHMENT N. T.$. Pg. EXPIRES AFTER FEB. L '0/ \ c. )( c' )( O. 040 STIFfTNeR NaTe: FOR OUTSIDe USe 2' xJ' (VERT. > OR 6' STeP FASCIA \ " ""VAwI'V .. "L..""V 51>1S TOP OF eACH RISER. ROOF PAN /' X /' X 2' x Q 060' ANGLE CL IP 11/ (2) '/0 X 5/8' II HEAD SHS. eACH IIA Y FOR VOOD CONNECTION , 10 x /-//2' II HEAD SHS. THRU ROOF PAN &. BOX HEADeR 5' ON CENTER INTO HOST S TRue TURE. DeSIGN TYP. S~CTION D~TAILS N. T, s. 2 X ALUH, COL (/) 1/4' DIA. X 2 1/4' CONC. OR TAPCON ~ 24' a. e. NOTE: AT CORNERS USE (/) 1/4' DIA, X 2 //4' cA. D/~ ~ 4' (HAX. > FROH CaRNeR. ~/ X 2 ALUH, BASE PLA TE /' X /' x ///6' X 2' /ALUH. CUP 11/ (2) II/Os X 1/2' TEK SCREIIS IN cA. DIRECTION 4 . .' . . 4 .. ., . 4 " 4 , . /4'/FT SLOPE Hl~ I . . . BASE PLAT~ CONNECTIONS (SCREEN ROOHS> N, T. S. __(c> 1/4' DIA. STC THRU 'BOL TS (TYP, > c x ALUH ICAH 3 X 3 ALUM. COL. NOTE' THE ICLOII DESIGNS IIILL CARRY A CONTRIBUTARY LOAD OF /50 S, F. - NCII 8' X 8' FTG, (/00 S. F - EXIST. 4' StlIB> ALUH. lASE INSERT 11/ (Z> J/4' DIA. X Z //Z' TAPCONS & (Z> 1/4' DIA. THRU lOt TS as 2' x 2' x 1/8' ALUM. ANGLC 11/ (2) //4' DIA. X 2 //4' TAPCON EA. SIDC or COLUHN 11/ (c> J/4' DIA. THRU BOL TS QB 3 J/8' x J 1/2' x J/8' RECEVING CHANNf:L 11/ (2) //4' DIA. X 2 J /4' TAPCONS & (2) J /4'1J rHRU BOL TS fJE ALL or THe ABOVC HAY BE CONNCCTCD TO /1000 HeADCR BY SUBSTITUTING (4) I/O S. M. S. (c' HIN. CHBCD> FOR TAPCDNS, I .4::.' .;..',:,.... ~3 1/2' . . .' . .' ( M IN.) . '. ..... 4 ' .. . eX/STING 4' CaNe. SLAB 11/ NO CRACKS III THIN 30' OF POST flE. Nell THK' NO 8' X 8' HONO FOOTING 11/ (/ > 115 CaNT OE 11000 DrCK 11/ DBt. 2 X 6 (HIN. > P~RIHETER HeADER --- --_.. -- ----.- IIHEN HOS T S TRue TURE IS HASONARY 1# /0 X 5/8' II HEAD SHS THRU ROOF PAN RiSER ON /2' CENTER iNTO STiFFENER A T EACH END OF ROOF, 2' X c' POST ~tIN 4-11/0 X J' S.H.S. P€R POST INTO / N ro~ UR SeREII SPt..lNES J' X c' OPCN lACK BorrON PLA rc . . . (J> //4'_ X 2 //4' ClJNC, A, 8. OR TAPCON , 24' a. c. KICKPLATE OR CABANA SKIN (HIN. 0,019') ATTACHeD 11/ POP RIVeTS OR I/O X 1/2' S. H. S, , 16' C. C, I EXTRUDCD HEADeR 11/ 1/4'_ I X c 1/4' TAPCONS. I' a c. STAGGI:~D ~ 2 g ~ VI ..... lS :t >- Q:: ~ VI i PANS . " 0, C. HIN. (3) PCR PAN 0: MASONARY / HEADER A TTACHMENT DETAIL N. r. s, POST CONNtCTIONS (CARPORTS / OPCN PATIO> DAVID NORRIS eNGINEeRING DeSIGNeD TO '97 STANDARD BUILDING CODe PEI1 CHAP T. 1606"DR I /0 HPH III NO N. T. S EXPIRES AFTER Pg. l-F FEB L '0/ v t..uu~ HEAM SPAN TABL~ MAXIMUM COLUMN SPACING - S I MPU: SPAN . CONTINUOUS ROOF PAN SPAN (INCL. 1 FT. O. H. ) E:DGE BEAM SIZE: 4' 6' 8' 10' 12' 14' 16' 18' 2 X 2 X . 044 6' -4- 5'-6' 5' A' 4' -6' 4'-2' 3' - / / ,- 3'-8' 3'-6' Patio Ext. 7'-2' 6"-3' 5'-8' 5' -2' 4' -9' 4'-5' 4'-2' 4'-0' 2 X 3 X .050 8'-10' 7'-8' 6' -JO' b' -:.J' 5' -JO' 5'-6' 5'-2' 4' - 1 0' Patio Ext. 10'-0' 8' -8' 7' -9' 7' - l' 6' -7' 6'-2' 5'-10' 5'-6' 2 X 3 X .050 7' - 1 A' 6' -JO' 6' - l' :J '7 _5' 2' 4' 10' 4' -7' 4'-4' T i It Ext. 8'-8' 7'-8' 6' la' 6' -3' 5' la' 5' 6' 5'-2' 4' -10' 2 X 4 X . 044 1:.1 -4' 11'-8' /0 -y ';f -6 8 - /U- 8' - J' / -9' / -4' X /20 S. M, B. 14'-8' 12'-JO' 11 ' -6' /U' -b' 9' -9' 9' 2' 8' -8' 8' -2' ex 4 X .050 9' -10' 8' -7' 7'-8' 7' -a' t; -6 ' 6 -2' 5' -9' :" -6- T i It Ext. 10' -10' 9' -1' 8' -8' 7' - JO' 7'-3' '. 6' - J 0' 6' -S' 6'-1' 2 X 6 X .055 19' -a' 16' -1' 14' -JO' 13' -1' 12' -1' 1 J ' - 9' /!'-1' 10' -6' X 120 S. M, B. 20' -la' 18'-2' J 6' - J' 14'-11' 13' -9' 12' -JO' 12' -2' 11' -7' 2 X 7 X . 062 18'-10' 16' -JO' 15' S' 14' -4' 1 J' -~' '-2' -.Jt' Itf -u- X 120 S. M. B. 20'-8' 18'-6' 16'-11' 15' -8' 14'-8' 13' -11 ' 13'-2' 2X 7 X .062 cl'-2' 19' 4' 17 - 1 0' 16' -9' /:)' - JO' 15' -0' 23' -3' - /7' -4' 16'-6' S. M. B. II/INSERT 21'-3' 1 9' -8' 18'-4' 2 X 8 X . 072 cu' -j- 18' -1 1 ' 1 7' -8' 16'-8' Ij' -lU- X ,224 S. M. B, 22'-:)' 20' 9' 19' -S' 18'-4' 17' -:)' 2 X 9 X . 012 CC -6 tfO' - 5i' I 5i' -6 - 18' -6 1/ -0 X ,224 S. M, B, 24' -JO' 23' -a' 21' -7' 20' -5' 19' -4' - -j ~ 'O/H (TYP. ) -j f-1' O/H (TYP. ) 1/4' /FT (MIN. ) //4' /FT. (HIN. ) ~ ~ .... /2' AL, ROOF PANS .... , A , AN 1...1 ~ 1...1 ~ ~ <It ~ ~ ~ VI ~ \.0\ ~ ~ t:I ~ ~ ~ :::> El e G ~ I-,; 1...1 SPAN t3 SPAN t.,j SPAN ~DG~ B~AM PLAN C~NTLR BLAM PLAN MAXIMUM COLUMN SPACING - SIMPLE SPAN CONTINUOUS ROOF PAN SPAN CENTER BEAM SIZE 5' 6' 8' 10' 12' 14' 16' 18' 2' x6 ' x, 05Sx, 120 -1 r -0' 13' -8' 11' -10' 10'-8' 9' -9' 9' -0' , - , 7' -11 ' S elF Ma t i no Ex t. ' -6' lS'-O' 13' -a' 11 ' -8' 10'-8' 9' - JO' , - , 8'-8' 2' xl' x. 062x, 120 1/' -I' IS' -7' / J' -5' 12'-0' 11 ' -a' 10'-2' , - , 9'-0' SelF Matino Ext. 18' -10' 17' -1 ' 14' -8' 13'-2' 12'-0' 1 1 ' -2' 0'-6' 9' - J D' 2' x 7' x. 062x. 120 21 -6' 19,' -7' / 7' -n' 15' -1' J 3' -9' 12' -8' 1'-11' 11' -4' S elF Ma t i ng Ext. . 23'-6' 21'-6' 18' -7' 16' -6' 15'-2' 14'-0' 13' -1 ' 12'-4' w/ Insert 2' x8' x. 072x. 224 ~' ~' cU' 'l;j 17 '11' 16'-D' 14' -7' 13' -6' 1. , , 11' -JJ' SelF Matino Ext. 24' 10' 22' -8' 19' -7' 1 7' -6' 16'-0' 14'-10' 1. , n' 13'-0' 2' x9' x, o 72x. 224 25'-2' E'- J~' J 9' - J u' 11' -9' 16' -2' J 5' -0' , - , 13' ~' SelF Matino Ext, 27' -6' 25' 2' 21 ' - 9' 19' -6' J l' -9' 16'-5' / . , , 14'''6' CENTER BEAM SPAN TABLE NorD VALUCS MAY BE INT[RPOLATCD F{]R INT["f;>M[DIATE LENGTI;S OR SPACINGS DAVID NORRIS CNGINECRING DCSIGNCD ro '97 srANDARD BUILDING CODC PO? CHAPr /606 FOR J 10 HPH IIIND Pg, 1 - B r,.n'nr~ A~P~" ~~~ r I~. ,..... ~ = I .. r- -" /< () -- '...~- ""' -- '" -\ t , /0 ~",' _ 11 " v' _. I j I I I I I I J I i i I I I I / i , I , ---1, i I 1J +.c -I-- ': ~ -i) ':. '-'-' I - 1 ~ ~ . . $. s:. ~ ~~ ~~ :n'1 '-11/( " ''\ "\ . .' l /Z' . -~ \: ' " "- \. 5Y 3 ~I 5culk;;d ?I ~ " i '" '-. ! 1 , 0:, . (~ --P- I I ! // /'..,/ , ", '::::;J... r>-...... '\. -~r- ~ i ~ , " '\ I ., ! , , '. , J .1 I " . i" D-.. f"'. .--.-----.. ~ L' ""'~ ~-- ""'" .. "- -" -tJ c-:> C::I $, ..--? ~ :J- ~ ~ ~ Co ~.....- ~~. . ~'" -, ~~ ~ ~ ~-I I , 1 r- I J- - , ~ ~ ~ cs ~ ~ ~~ ~- ~ 1 ! I I . I I t l' t ~ . I I \, ~ ~ ~J : I II'- ' III , I I I / I , f' - - ~ C\ V -r u .... ~ ~ ~ ~ -0 u .n ~ ~ o ~ \-- c: "\ ./ //' .; / /~/' .," // . / / ///< , ,/// ./ /' ,/ " /. -> . ~ ~ ~. , ; '-- ;:.;L ~ ,~ , --c. c ~ ~, i-U -- ~ Qj ~ .- .. . C7 ~ ..' // . - l " ..~ --l -] ~ .~- i ~ .' / .' - .. II .. _,0..