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Home My WebLink About01-0310 BUILDING PERMITN~ 0310 CITY OF ZEPHYRHILLS (813) 788~6611 52.~ ELEC~AL w', \ \ ~ ~.-n II o~ ~ Property Owner: \ H Job Address: 5 7 " ! f Ne &..) '" \ ~ Parcell.D, # o! - .;l b . 2 1- (), J 0 ~ 00000- PLUM~JG BUILDING Permit S-/15 /01 . Date MECH~CAL Sewer Conn Water Conn: Water Meter: T.I.F.'s: 0&1D Zoning: Energy Code: DescriPtion of Work Ce...,.. f"rJ,. -t Radon Gas: r Lr-ee n S ke cI . . b,~ rOOrY\ NO OCCUPANCY BEFORE C.O. FINAL C.O. DATE Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. Inspector P . F ci1l2 iD ermlt ee -, . .- ~ Yignature ~ ~ 0e..:-.. . Company Address ~ Telephone# /) ~;}-.. "':l.. (., Jp Valuation or Contract Price 'J~Oo, .~ City License Registration # State Certified License# Au AtL4~. BUILDING ~ 3 DATE EL TRICAL Ftr. Pre SLB Lintel FRM. Insul. CL WL Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final Driveway PLU BING Breakers Ducts Insl. Compressor Final 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. APPLICATION FOR _1 vllJ 1). CITY or ZEPHYRHILLS ~-I \ . () . -~ ~-O f BUILDING DEPARTMENT '7 D RECEIVED ~ L _ PLANS REVIEW FEE -- OWNER' SNAME /) ILL/14M JOB ADDRESS 37fa3i ,f- L () If I( A- / JIG- 1'16ltVJ+l. A-V6- )Jo6y PHONE 9'1/ - l..j 13 .- 9'13 (., LEGAL DESCRIPTION: LOT(S) SUBDIVISION -z.6fJ!Jvl< I< J 066- BLOCK PARCEL ID # 03-J~-JJ-0I30'-DOOOD -OY30 (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPSED: []NEW CONSTRUCTION [] SIGN C!r'ADDITION [] MOVE []ALTERATION []REPAIR [] INSTALL [] DEMOLISH PROPOSED USE: []SGL FAMILY DWELLING [] COMMERCI~ []MULTI-FAMILY o INDUSTRIAL 0# OF UNITS o SWIMMING POOL o MOBILE HOME o OTHER DESCRIPTION OF WORK 5#60 ,Sf7fi/65'(' Ii',OW\ SQUARE FOOTAGE ~t,I.? SQ ~,- HEIGHT 9" BUILDING SIZE 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. PERMITS REQUESTED ~BUILDING $ 1 '/tXJ. dd VALUATION OF TOTAL CONSTRUCTION [] ELECTRICAL AMP SERVICE o FLORIDA POWER [] W.R.E.C. [] PLUMBING [] MECHANICAL $ VALUATION OF MECHANCIAL INSTALLATION [] GAS [] ROOFING o SPECIALTY [] OTHER TYPE OF CONSTRUCTION: [] BLOCK o FRAME o STEEL [] OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAD YES D NO COMPANY !'leG .4tl/f/"/#UI'I4 ,j- C()"uL J:Alc.. STATE CERT OR REGIST # (!.l(to3vt,YD CITY PROCESSING # .~~ ****************************************************************** ELECTIUCIAN COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ****************************************************************** PLUMBER COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE **********~******************************************************* MECHANICAL COMPANY STATE CERT OR REGIST 11 CITY PROCESSING # SIGNATURE ***************************************************************** OTHER COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this permit Inay be subject to ~deed restrictions" which may be more restrictive than City regulations. The under:signed assumes responsibility for compliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RES PONSIBILITIE:S 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 regulations. If the contractor is not licensed as required by law, both the owner and contractor 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 the 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. I 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 to be in compliance. Such agencies include but are not limited to: *Department of Environmental Regulation-Cypress Bayheads, Wet~and 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 six 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 T BT FINANCING, CONSULT WITH YOUR LENDER AN ~ RNEY BEFORE RECORDING YOUR NOTICE 0 COMMEN ENT. JOBS UNDER $2,500 IN VALU 0 NOT NEE TO RECORD AND POST A ~NOTICE OF C NC SIGNATURE: OWNER OR AGENT SIGNATURE: CONTRACTOR STATE OF FLORID~ACeo COUNTY OF ~ The foregoing instrument was acknowledged Before me this -9-- day of JI1 Jt. Y , )A~/ by ~~name of person acknowledged) ~who is personally known to me, or STATE OF FLORIDA ~,JY' 0 COUNTY OF r~ The foregoing instrument was Before me this ~day of by ~~pd~d~?aJl (name of person acknowledged) [1ho is personally known to me, or ~~^_.............,^ "-', r identification) ke an oath o who e of identification) take an oath. J '..-~, .~ I.,.,J> :;. -'~-::-.<<::/"'I'c,,'~~:>,,~~'~ ~........ Name Name ACE ALUMINUM & CONCRETE, INC. SOLO TO url-I ADDRESS j 7 IP3J A/6"w4c.. A V 6 SHIP TO "Z f:.(J IJ Y ~ 1...\ /(.,( S DATE S"" - 9-0 , PHONE 38626 2nd Ave. Zephyrhlll., FL 33640 Job No. Phone: (81 31 782-2818 I) CA~,1dI.T /J 'XII , 5 (!/PGU '(JoW'\. .. IJ 'xs i SUbtJ PERMIT PRla TAX TOTAL PRla _ DEPOSIT &ALANa C.O.D. BITR "I.lJl . (llESlDENTUL usa OHL't ~ "nl:t:l. I.U. 2!L .l~\l l'Il()I'I~II"'Y . II l:J\sunmU1H 6 () X / tJo cuniu':Jrt" U\.IlIl!ltS _W ,~ t-I ~ & lUlU 6/30 . suuu CXiJCi) Ul.UCK t) :i.-so l.or oj ~ _a .... .. I~ HATE ~/9~/ "':- ... . -. . < , \a SC-RcGN - ~OOM .:: t .,.'" ElfJ!s1-IN",A 1'101J1t~ .> 14-6D l' tI-o~tf' ~ ~ I ~ , \0 ) \g\) 10 ~AtQ~bftl --- .. ~ /,/ '. . J8' ~ ) i I ~b ') 'S,lll)\.IiM.l.E.X1S'.Um Mm rnorOSED s'rnUCTUnES CIVlJlG hDlEUSlotm AND SIn'11ACIS, ',LB.'. JIlU1CATE : I~II'Y\ llOUN~S Of "ATF.R AUD no.wWAYS (INCLUDING NAI-lES) ADJAClm'r TO 'l'IIE l'IlUPEIl"li'. ltlUIC^TE l"f. S'J,1.E. 'IE/\n, AHb HAHE OF HOlnl.EI BUell AS 12' x 60'. 198~. fl.EETWOOD, ~t1 "EASEtIEN1S". ilRlGIIT-Of-WAY" land. ~tJURlSDlCTlONAL LINES". niulIt bo shown on all sJtI! plan!l. UU IIU1' ENCROACII INTO ANY EASEHENT WlTII ^ STRUCTURE 1I0USE CONSTRue TlON 'UUI "I... PROPOSED AOOlTlott 'CAUI ,'. ,,' ."-\;COILt 1I0ME S[ lUP ~ Itl"t S .-. ,\I' . , , ' t~f l'-'~l ;J',..~;,I....;li\,i' ~1~ ;!',".i'1:'(r.1(.~i..i),~ .,...~:(~/Ir' ,~.,. . .". ''t -,1 i"' . " ".. . I: ~ -'L It..... o . ,n,IIOII.1 _ _..!..' ":lOll.' .' ..',...', II I "..,. ~,h I ~l>i;,.'. . It' ..' " " to.. 40... . .~~. '!'I! 'IfJ'":ir!.'''':''ID'.' Il~!!~~ ~\~ ~~ '~~:~I;!r;1 ,':.:!.h,y,' DJ.L ~ t' Ii tU. - . - , 8 0 0 0 '... 8 '8 t, II ,..' - :: U. I"~ ~"""I :! - - .. ". . - ---l- · ..... - I. ....... ... ';" ! :; ~ ~~ ~ ! 10' 10. "/~ _,.J_ '0' ...., illhll ".....1 . III1AII "A"l "OAD ''''1011 rllnl".~"'r.' '. ~ ~ ~I ~ ): ",", ~\l)~ ~ \ \ ""........ ~ <:\ . t,' \~ ~ ~ .~ ~ 11 "~ ~ .~~ i ~ ~ ~ 0-.. ~ ~ ~ ~ <.. 0 l~ ',\f - )- ~ a ~ '-!. , ' I~ .... ~ ,~ " , ~ :! 1 ~ Q ~ ! .. ~ ' . If- tl} ... ~, ~ l~ , ~ ~ "'~' ~. ; I .' i '"lI ~ ~: .~' , ,~ -- "'~ : ~ ~ \ '4 '- I i' , ~ I ~ ~~ ~. " I ~\~ ~ ~ () -- ... I !") "- ~ "'- f ,:r.. 0- . Oa . .... Q ~ ~ ~ .", ~ "= ~ ~ \. ~ ~ ~ 'M~ ~,~ ) . I , . .." . Q' " ~b. >- .. (OPT.) 6' STEP FASCIA Ir'/ 1110 X l' . 16' 0. C. OR 2' X 2' X 0. 040 STIFFENER NOTE' FOR OUTSIDE SPANS > USE 2')(3' (VERT,) OR 6' STEP FASCIA (1) 1110)(5/8' Ir', HEAD SHS. TOP OF EACH RISER. ROOF PAN l' X I' X 2' X 0. 060' ANGI.E CUP Ir'/ (2) '/0 X '/8" W. HEAD SNS. EACH lr'A Y. BEAH PER DESIGN T A6t. C. TYP. SECTION DETAILS N. T, S. 2 X AWH. COL. (1) 1/4' DIA X 2 1/4' CONC. OR TAPCON . 24' 0. C. NOTE' AT CORNERS USE (1) 1/4' DIA. X e 1/4" CA. DIR. . 4' 04,4X.) FROH CORNER. ~I X 2 AW,.,. BASE PLA TE l' X l' X 1/16' X 2' /ALUH. CLIP 11/ (2) IIJOs X 1/2' TEK SCREIr'S IN EA, DIRECTION . . . ,:.: .' ,4 ", .., . " : .. . .', :4' ':" ..... .. .it . #. , . . '. . . . 4 SLOPt HIN. J/4' 1FT, BASE PLATE CONNECTIONS (SCIIEEN RQDHS) N. T. S, (2) 1/4' DIA. STL. THRU .ICI. TS (TYP. ) 2 X ALUH leAN 3 X 3 ALUN. COt., NOTC, "7'HC /KLOtIDCSJGNS tllLL CARRY A CONTR/~T~r LOAD 0; I~ S. F. - Net! I' X B' rTG. (100 S. r. - ClaST, 4' SLA6> ALUH. lASE INSERT 11/ (2) 1/4' DI4 )( 2 1/2' TAPCONS , (2) 1/4' DI4 THRU MJ. TS m 2' )( 2' )( 1/r ALUH. ANGLE 11/ (2) 1/4' DIA, X 2 1/4' TAPCON 9!! (.ll HIIl OF CDLIMN W (2) 1/4' DIA. THIIU 601. TS lIB 3 1/B' X I 1/2' Xl/I' RCCCVJNG CHANNeL 11/ (2) 1/4' 014 )( 21/4' TAPCONS' (2) 1/4'. THIIU MJLTS lIB ALL 0; THe AMJVC ....Y . CONNCCTCD TO JIOOD HCADCR :D:~~;{~,:':I~:}1i~i:::;::"'f:};'2;r .,. CHKm nm r~ EXISTING 4' CONe. SLAB Ir'/ NO CRACKS II/THIN 3D' or POST lJI!. NEIr' THI(' ND I' X I' NDNO FOOTING Ir'/ (J) '5 CONT. IJB tlooD DCCK Ir'/ DlIL.. 2 X , (HIN. ) PEIIINCTER HEADCR J:JJ.I.J.&. SEE DETAIL BELair' . Ir'HeN HOST STRUCTURE IS HASONARY II 10 X 5/8' #I. HCAD SHS THRU ROOF PAN RISER ON 12' CENTER INTO STIFFENl A r EACH END or ROOF. 2' X 2' POS T SHO/IN 4-'10 X l' ~ No ~ PER POST INTO 1 NTER lOR SCllCtI SPL lIo/CS l' X 2' OPeN 6ACK TT, PI. A TC (1) 1/4'. X e 1/4' CONC, A. B, OR TAPCON , 24' A, C. KICKPLATE OR CABANA SKIN ("'IN, 0,019' ATTACHED Ir'/ POP II/VETS all lID x 1/2' S. H. S. '16' C. C. EXTRUDCD HCA/JER 11/ 1/4'" )( 2 1/4' TAPCDNS I I' D. C. STAGGEItCD ~ ~ II) ~ I PANS 110 S. N, S, I~' D. C. NINo (3) PeR PAN MASONARY / HEADER A TTACHMENT DETAIL N, T. POS T CONNEC T IONS (CARPORTS / OPeN PATIO) DAVID NORRIS ENGINeERING DESIGNED TO "7 STANIJAIID BUILDJNG CODE PeR CHAPT. 1'''' FO/I 110 HPH tllND /-/~ Pg. 1- N, T, S. eXPIRES AFTER 2-01-03 ~IJG~ BrA'" SIZE. 2 X 2 ~ .~ 044 Po t 10 1!.-XT:. 2 ~ 3 ~ .~050 Po T: I" "XT. 2 X 3 _x . OSO TIlt 1!.-xt. 2 X.~_x_. 04! x . l~u s. H. N. i!X4X.050 TIlt rxt. 2 X,~_X_' OS~ x , l~u s. H. N. 2X7X.062 x . 120 S. H. B. 2X7X.062 S. H. B. 'tI/INSCRT . 2 X 8 -X . 072 X . 224 S. H. B. 2 X 9 x . 072.., X . 224 S. H. B. EDGE BEAM SPAN TABLE MAX IHUH COLUHN SPACING - W:MdiftfSN ~-, 6'- '1' - , , - , 'CP- r -J 8'-8' 3'- 4' - , , -1, ' lft _ 'b' 9' - , 'IJ' - '0' 6' 5'-6' 6'-3' 7'-B' B~-B' 6' -10' 7'-8' 11'-8' 12'-10' ~' -7' , -7' 11'.' -7' 18'-2' 1" -10' 20' -R' RDl r PA^ SPAN (INCL. R' 1 ' , - , If' -t' , - I' 5' -2' , - '0' 6 - 3' 7' - 9. 7' -1' 6'-1' "'-7 6' -10' 6' -3' 10'-:)' )I' -6' 11'-6' 1U.-6" 7' -8' 7' -0' R' -8' 7' -1. ' . 14' -1 A' J 3' - ' 16'-3' 14'- J' 16' -10' I~' _ r' 18'-6' 16'-11' el'-e' 19'-4' e3' -3' 21' -3' eo'-s' ee'-5' cc' -6' i!if' -IU" . FT. O. J. ) IP' 4'-2' 4' -9' 5'-10' 6' - 7' ",'-i!' 5'-10' B -la' 9' - 9' 6'-6' 7' -3' 12' -7' 13' -9' 14'-4' 15'-8' 17' -10' 19' -B' 18'-11 20' - 9' i!0' - rr e3'-0' 1 ~, 3' -11 ' 4'-5' 5'-6' 6'-2' 4' - I a' ~'-6' 8' -3' 9'-i!' 6'-i!' 6'-10' 1'- , r 2' - a' f3'- 4'- , 16'- , IB'-4' 1 7' -8' 19' -5' 19' -6' 21 ' - 7' 16' 3'-8' 4'- , , - , , - 0'- 5'-2' 7' -9' 8'-8' 5'-#? 6'-5' 11 -1' li!'-i!' Ii!'-B' 13'-11' I"' -10' 17' -4' 16'-8' 1R'-4' 18'-6 eO'-5' ~ f--1' O/H (TYP. ) ~ f--1' O/H <T YP. ) 1/4' /FT. (HIN. ) 1/4' /FT. HIN. ) ~ ~ 12' AL. ROOF PANS .... ~ ~ I...l ~ ~ ~ = ~ ~ ~ ~ e lo.i e L..j SPAN lR' 3'-6' 4'-0' 4' -10' 5'-6' 4' -if' if' -la' 7'-4' 8'-Z' ::,. -6" 6'-1" 10'-6" I 1 ' - 7' , - , , - ' 1 '- , 1 - 0 17' -5' I 7 -6' 1 Y' -if' EDGE BEAM PLAN CENTER BEAM PLAN CENTER BEAM SPAN TABLE HAXIHUH COLUHN SPACING - SlHP,C SPAN CON 1 NUOUS / Rl 7DF PAN SPAN CENTCR BEAH SIZC 5' 6' B' 10' 12' 14' 16' lB' 2' )(6' x. 055x. 1 eo -1 i; :~: 13' -B' 11'-10' 10' -8' 9'-9 ' -l ' - , 7' -11 ' SfJlf Hotlna Cxt. 15'-0' 1 7' -0' , I ' -R' 1 J'- , , -J , '- , R' -R' e' x 7' x. 062x. 120 17'-1' 15' -7' 13' -5' 12'-0' , - , 7' - , '.... ' 9'-0' S'lf Hatlna Ext. 18'-10' 1 7' - , , 14'-B' J3'-2' '- , '- , 0'-1'.' 9'-JO' 2' x 7' x. 062x. 1 eo i!I -6' 1 9' - 7' 1 7' -n' 15'-1' , - , , - , 1'-11' 11'-4' S,lf HatIng Cxt. e3'-6' 21'-6' 18' - 7' 16'-6' 1 ' - " 1 '- , 13'-1' 12'-4' w/In~,,,.t 2'x8'x. 072x. 224. i!/! -8' i!U' -(:I 1 7' -11 ' 16'-0' 14' -7' 13'-6' I ~ ' _ , 11'-11' S, If Ha t I no Ext, 24'-10' ee'-B' l!i' -7' , 7' -/;.' 1&'-0' 14'-10' , - n' 1 3' -0' 2' x9' x. 072x. 224 i!5' -i!' ee'-II 19'-10' 17' -9' 16'-2' 15' -0' , - , 1 3' - 3' Self Hotlna Cxt. Z7' -6' eS'-2' 21' - 9' 19'-/;,' 17' -9' II'.'-.-J' , - , 14'-6' .!:!!l!!! VAt.LlE'S HAY I/E INTCRPa..ATCD FOR INTCRNeDIATC LCNGTHS OR SPACINGS DAVID NORRIS CNGINeCRING DeSIGNeD TO ''17 STANDARD BUILDING CODe PCR C~T, IfDf;(II UO HI'H WIND 1-8 Pg, CXPIRCS AFTCR 2-01-03 INTERLOCKING ROOF PANS ROOF PAN (ALLOY .1003 H-16) PAN AJAX SPAN """""""'" SJC IJAX SPAN II tIllER 1M fl' ?""j .026 ,450 13'- .,," 16'-0" < 'I' VARIES--..... I, Ir I ,032 .608 15'- 6" 18'-6" ff - { 'f - ,032-........ .0.12 .346 71'- 0" 13'-0" I Ir " I NOTE: PANS MA Y OVERHANG 1/5 OF SIMPLE SPAN, (Up TO 3' MAX.) SPANS MA Y BE INCREASED 2" FOR EACH 12' OF OVERHANG. CONSUL T AN ENGINEER FOR GREA TER OVERHANG. J" STRI/CTURAL ALUIJ, ROOF SYSTEM 2" S.M. BEAM (SEE CHARTS) (2) 1/4' OIA.x 3 1/2' ST. THRU 80lTS J 1/6" X 1 1/2" X 1/8" C BASE W/ (2) 1/"" D/"'. TAPCONS OR fOU/V./pOST W/ (2) 1/.,," OIA, Jt J 1/2' Sn., THRU BOL TS - TOP OR SIDE MOUNT ALLOItf"O- ALUM. BASE INSERT W/ (2) 1/"'" O/A. X 2 1/4- TAPCONS (2" M/N, -EM8ED, T'fP,) SECURE ALUM. COL. W, (2) 1/4" O/A. THRU BOLTS .: ',. ~. NEW OR [XISTlNG 4. 2500 PSi CONC. SLAB (SEE PAGE I-H) ALUHINUH ROOF PANS - 12' X 2, 5' .x 8105-H381 PANEL AS HANUF"ACTURED GY ROYAL ALUMINUM, INC., LECS.BURG, FL.ORIDA IIIND SPAN f/1/ SPAN ,,/ SPAN ,,/ THICKNeSS vnOClTY I' O/.H ;>, D/H 3' D/H OPEN laD NPH 13' -8' 14'-0" 14'-4' BUILDING .024' lID NPH 12' -8' 13' -0' 13' -4' 120 NPH II' -8' 12'-0' 12'-4' PART IAL Inn NPH II' -8' 12'-0" 12'-4' ENCLOSED ,024' 11 0 NPH 10' -8' 1 I' -a" 11'-4' BUILDING 120 "'PH 10' -0' la' -4" 10' -8' ENCLOSED 100 NPH 13' -4" 13' -8' 14'-0' BUILDING .024' 11 0 HPH 12' -o~ 12'-4" 12' -S' I 120 HPH 11' -4' II.' -8' 12'-0' j ROOF A TTACHMENT NOTES F ASTE:NER TO BE DETERMINED BASED ON CONSTRUCTION OF' HOST STRUCTURE 110 S.M.S. X I 1/2' 0 8' O,C. INTO WOOD ~ (2) /10 0 16' O.C. INTO WALL STubs ~ (2) f10 X 2' 024" O.C. THRU 3/4 (MIN.) FASCIA INTO TRUSS OR RAFTER TAILS J2B 1/4'~ TAPCONS 0 8' O. C. STAGGERED INTO CONe. W/ 110 S.M.S. THRU REC. HEADER INTO PAN 80TTOM !:II2E;. 1 1/4'" MIN. EMBEDMENT INTO CONC. 1 1/2' /JIN. EMBEDMENT INTO KOOD * REPLA CE ALL DeTER/ORA TlNG WOOD.. w/ FASCIA SECURED TO RAFTER (TRUSS) TAILS DAVID NORRIS CNGINCCR lNG DCS IGNCD TO . 97 STANDARD BUILDING COJJE PCR CHAPT. 1606 FOR 1 JO NPH II/NO CARPORT / OPEN PA no DETAIL W/ ROOF ATTACHMENT N. T. S. Pg, 1- D OPIRes AFTCR 2-01-03 ~1~J ~~ ~:JL . I 2 I I. J" I 2' x 3' r9f\-/t' HEIGHT/SPAN 3' ,,::, - -R' 4' 14' - 6' , , - n' , , - n' ~ - 0' , , - p' 9' 9' - S' 10' 9' - ~, HnGHT/SPAN 0' - 6' , 6" 120" ,_ 2" )( 6' S. H. B. i SX-l, 97 .055 "tS-\~ HEIGHT/SPAN 3' 3 , - 4' 4' , - R' , , - 4' , , - , , - , , , - , , - , , , - 4' 9" 2' X 9" X . 072 X . 224 S. /tf, B. ,224 S.l!-5, 47 - /:' 9' 4'- - 4' ,050- . I'<) SX=. 35 I. 2" 3' T i {t 4' - 10' - 10' 7'" 2" )( 7' S: H. B. .120 SX=2, 54 Id~\~ HE:JGHT/SPAN 3' 4n' - 2' 4' 4' - la' , 11' - 2' , ;>R' - 4' , 2t:.' - 4' , ;>4' - R' 9' 23' - 2' 10' 22' - 0' .050" . ~ SX=. 55 2" _I 4' T i ,t 6' 4' 4' - 8' i ,224 4" 2' X 4' S. H. B, r!J~~ HEIGHT/SPAN v 25' - 0' 4' l' - 8' 'I' , - 4' ,(, , - i~' 7' , - 4' 8' , - 4' 9' 14' - 4' rTn' TY - R' 8" 2' )( 8' S, M. B. i SX=4, 44 k!i' HnGHT/SPAN 3' :53' - , 4' 46' - , 5' 4 - , 6' , _. , 7' 34' - 1 , R' 32' - , 9' 3D' - , 0' 29' - O' 9" j SX-6. 77 2" X 9" X .072 X . 310 S. H. B. 'rJ.,.\~ HflGHT/SPAN 3' 65' - .... 4' .<;6' - In' S' 50' - 10' 6' 46' - 4' 7' 43' - 0' 8' 40' - 2' 9' 37' - 10' 10' 35' - 10' TYPICAL ALUMINUM COLUMN & BCAM DCTAILS TABLCS FOR SCRECN ROOMS & ROOFS DNL Y NOTE' J) BeAM SPANS MAY Be INCRCAseD e07- WHeN CONTINUOUS aveR INTCRIOR COLUMN SUPPORT Z) IILL BCi4H SPIINS ASSUHF: LA TCRAL PURL INS (Z' "e') , <JO. FRIIHCD IICROSS ROOF' CACH POST IN SCRCCNCD SIDe WALLS 3) VALUCS HAY BC INTF:RPOLATCD FOR INTCRHfDIATC LCNGTHS DR SPACINGS .072 IJAVID NORRIS CNGINCCRING IJCS1GNCD TO '97 STANIJARD BUILDING CODC PO? CHAPT, 1606 ,DR I I 0 HPH II/ND CXPIRCS AFTCR 2-01-03 Pg. i-A SECURE ALUM. PANS W/ 110 X 7 1/2" S.M.S, o 5" O.C. INTO 2 X " PLA TE 51- OPE l.4\l'l, 1/"" Iff, OPTIONAL SHEARWALLS FOR: UTILI TY ROO/vi SECURE ALUMINUM PANS TO TOP PLA TE: OF END WALL W/ /10 X I 1/.2" S.M,S. .2 12" O.C. (AND SECURE END WALL VERT. STUD TO HOST STRUCTURE W/ 110 X J" o 12" O.C.) NOTE:: ONL l'" SHEAR WALLS ct LOAD BEARING WALLS REQUIRE HURRICANE STRAPPING HURRICANE CLIP T. ct B, OF EA. WALL STUD 024" O,C. (MAX.) USE SHEARWALL STORM BRACE-X PATTERN MTH M.H. STRAPPING W/ (1) 8d 0 EA. STUD, (OR) USE STORM BRACE 1/8" THERMOPL Y ct NAILED PER MFG,$ SPEC's. W/ HURR, CLIPS PER ABOVE 8' MAX, DBL. 2")("" TOP PLATE (/) 2" X ." (IF CONT.) 2"x4" KOOD STUD WALL 2"" 0, C. 5/8" TIll 1+000 SIDING OR VlNlI1.. OR ALUM. SIDING OVER 1/2" PLY. W/8d o 6"/12" O,C. EDGES / INTE:RM, . ct.O J" O,c. TtkB tk ALONG ALL HEADERS tk PLATES . .,. jFOR SHEAR ct UPLIFT) REPLACES HURR. CLIPS 3/8" DIA, CONC, A. 8, OR 1/4"* TAPCONS 02"" O.C. (2" MIN, EMBED.) SECURE ALUM, PANS W/ (3) /10 S.M.S./pAN (I 5" O.C, (TYP. 0 EA. END) SECURE ALUMINUM PANS TO TOP PLA TE: OF END WALL (AND END WALL VERTICAL TO HOST STRUCTURE) W/IIO X 2" S,M.S o 2"" O.c. J" STRUCTURAL ALUM. ROOF SYSTEM (T'YP.) "--- BEAM ATTACHED 0 TetB w/ CAPRI CLIP OR CAS7I.E: CLIP (SEE NOTES BELOW) : ,~.~~>~:~.;.t ~.~ ; :. ~ '.::'. . .:.,....::. NEW OR EXISTING 4" 2500 PSI CONC. SLAB 'RLIN (OPTIONAL - I" X 2" PURLIN) ALUMINUM OR VINYL KICJ<PLA TE HEADER DESIGN: FOR OPENINGS (6' MAX. WIDTH) IN LOAD-BEARING WALLS. USE (2) 2 X 6 NO.2 s.p, HEADER W/ (3) STUDS 0 EACH END ((1) UNDER HEADER) NAILED w/ 1ed 0 J" O,C, SEE FTC. DETAIL PAGE I-H I" X 2" OPENBACK W/ 1/4" DIA. CONe. A,B. 0 24- O.C. (MAX) (1) A.B, 0 EA. POST (2" MIN. EMBED. - T'fP,) OR 1/4-' X :1 1/4- TAPCON ~T ',,?~::~~':.'J:' r: :,r..> , (~{l~O~~O~Ef&~J 1...,.-. I (1- I NEW OR EXISTING 4" 2500 PSI CONC, SLAB w/AlONO. rOOTER (TYP,) 1-15 CONT (TYP.) UTILITY ROOM DETAIL (NON-HABITABLE STRUCTURE) SCREEN ROOM DETAIL * ROOF A TTACHMENT NOTES * FOR WOOD DeCK: USE #'0 SCREW X J" LG, (THRU WOOD DECK INTO BEAM OR HeADER) 0 24" O.C. MAX.) USE (2) #'0 X IN 0 EA. POST FASTENER TO BE "ETERMINED BASED ON CONSTRucnON OF HOST STRUCTURE #10 S.M,S, X 1 1/2" 0 aN O.C. INTO WOOD ge (2) #'0 0 16N O,C. INTO WALL STUDS {)B (2) #10 X 2" (; 24" O,C. THRU 3/4'" (MIN.) FASCIA INTO TRUSS OR RAFTER TAILS ~ 1/4"~ TAPCONS C 8N O.C. STAGGERED INTO CONC, . W/ #10 S,M.S. THRU REC. HEADER INTO PAN BOTTOM J::iI2.IL 1 1/4" MIN. EMBEDMENT INTO CONC. 1 1/2" MIN, EMBEDMENT INTO WOOD * REPLACE ALL DETERIORA TING WOOD; w/ FASCIA SeCURED TO RAFTER (TRUSS) TAILS CLIP A TTACHMENT NOTES CAPRI CLIP: USE (2) L 1'" X 1" X .060" W/ (2) #'0 X 3/4N TEKS INTO fA. FACf {)B CASTLE CLIP: L 1 1/2N X 2 1/8" X .050- REC. CHANNEL w/ (4) #10 X 3/4" TEKS iNTO BEAM OR, OPEN 8ACK & (2) #10 X 3/4'" TE:KS INTO EA. S.M.B, OF COL. THIS STRUC7URE HAS BEEN DESIGNED IN ACCORDANCE 'MTH THE '97 STANDARD BLDG. CODE 'MTH ALL REVISIONS TO CHAPT. 1506 FOR 170 MPH WINO VeLOCITY VOID AFTER 2- 7 -OJ DA VlD NORRIS eNGINEERING 112 COLEMAN RD. WINTER HA lIEN. n. 33880 (853) 29g- 1048 Pg. 2-E 14t)0D STUD p, T. PLA TE: GR'D 0" (A/IN,) 4" . ." . (A/IN.) .. " ." . 45' (T'YP,) ~ . \1 WOOD CONSTRUCTION ., 2- T (MIN.) .0/9 ALUMINUM (MIN. 2' LAP FOR vrRT. JTS.) M:lOO STUD p, T. PLA TE: GR' 0 I ~u~:. " ~ REQ'D SOIL 5EPARA TION N. T. s. MIN. 2500 PSI CONCRETE: 'MTH 6X6-10X10 Iv. w..4i. OR FIBERMCSH (TYPICAL) . 2'-0' MIN. BEFORE SLOPE I " ... ',: '''''':'c ;"'1 - ~ . 11A T SLOP! / NO FOOTING' ~ 8' X 8" W/ (1) IS CONT. 1'/I"T. - 3'/I"T. J'/F"T. - 6/F'T. FOOTING DETAILS ADDRESSING EROSION N. T.S. DAVID NORRIS CNGINEeRING DCSIGNCD TO '97 STANDARD BUILDING caDC prR CHt4PT. 1606 FaR 110 HPH IIIND CXPIRES AFTER 2-01-03 Pg. l-H Jtf POST LENGTHS ANIJ SPACING FOR WALLS SUPPORTING SOLID ROOFS ( 12' SPAN+l' O/H) !If 2424 18~6 1466 1188 825 606 464 4280 32n 2589 2097 1456 1070 819 3040 2J28 1839 1490 1034 760 582 34~1 2642 2088 /691 1174 863 661 6~27 4997 3948 3198 2221 1632 1249 9708 7433 5873 4757 3303 2427 18~8 12836 9828 7765 6290 4368 3209 2457 10' D I A. POST GRADE POST NOMINAL SCREENED WALL S SOLI JJ /fALL S WALL SIZE HEIGHT POST SPACING POST SPACING 7' 5' -8' 2' -10' Z' xC')(a 04Q' S' 4' -a' 2'- 0' 2' )(3')(. 050' OR 7' 8'-0' 4' -0' e' X ~ VI (J) C 8' 6'-0' 3' -0' 9' 5'-0' 2'-4' 1 1/~X2 118'X. 060' 10' 4' -0' e'-o' 7' " -7' 2')(3' x. 070' OR 8' 4'-2' ~X~VI<2JC 51' 3' -3' 1 llZ' X2 118' X . 060' 10' 2' -51' 7' 10' 6'-2' S' 5/' 4' -7' 3')(3'xa 060' . ~9~ 8' 3' -7' 10' 7' 3' -I' 7' 51' -3' 8' 7' -0' . 3' x3')(a 093' 9' 5' -5' 10' 4'-S' 7' 12'-0' S' 9'-0' 3' )(3' xa 1~' 51' 7' -a' la' 6'-0' 2500 PSI CaNe. e 'HPACTEiJ F LL · 2 DIMENSIONAL LOADING - COMBINED AXIAL (ROan a. BENDING (WIND) LOADING. FOR EACH ADDlrIONAL roar or ROOF SPAN (OR OVERHANG) > 13' REDUCE POST SPACING BY 870 OR FOR EACH FOOT OF ROOF SPAN (DR OVERHANG) ( 13', INCREASE POST SPACING BY 87,. H-24' 3/S' iJIA. REBAR 6' LG. THRU POST " ~ ..... . 12' DlA. .., J 115 REBAR CONT, POST FOOTING D~TAIL N. T. S. NOTE: TH~ ABOVE DESIGN WILL CARRY A CONTR I BUTARY LOAD OF: 50 S, Fi 100 S, F. FOR Hr=30".. AND 150 S. F. FOR H=36" \ CXl . 8' JUN. THK'ND SLAB ~DG~ D~TAIL N. T. S. DAVID NORRiS ENGINEERING DESIGNED TO ' 97 STANDARD BUILDING CODE PER CHAPT. 1606 FOR 110 HPH /fIND Pg, l-E CXPIRes AFTCR 2-01-03 05-/09/01 06:23 '6'352 622 1061 SKYLI NE CAMERON ~.~ illl MAIL STAMP MAR 2 6 2001 CAMERON HOMES OCALA, Fr. Skyline Corporation 2520 By-Pass Road (46514-1584) P.O. Box 74113 Elkhart, Indiana 46!i15-0743 219-294-6521 March 22, 2001 TO: Mr. Ron Bland, Division Manager Cameron Division, Skyline Corporation P.O. Box 2168 Ocala, FL 34474-2168 ... . RE: .~. Florida structural additions to Skyline Homes including but not limited to add~a- rooms, roof-over porches and car ports. . As stated in the Skyline Installation Manual, structures attached to the side of Skyline constructed homes are to be free-standing and self-supporting so that all loads are transferred directly to the ground. Only the mating flashings are to be attached to the main unit. As an alternate, attached structures which are constructed in accordance with local or state buildirig codes, but which may not be completely self-supporting may be attached to the side of a Skyline constructed home providing the following: 1.) The attached structured is 14 feet or less in width when viewed from the hitch end of the home. Alternately. the attachment may be wider than . 14 feet provided that the structure is supported such that no more than a 14 foot span is directly adjacent to and supported by the manufactured home. ;2.) The added structure is designed and constructed to transfer all roof and wiJid load to the ground except vertical roofload and wind up-lift load at the attachment point to the home. BRINGING AMER1CA HoMl BRINGING AMERICA FUN. ( ,- ..J ,/. ~ .' i ..,J ;)' ,~~\:-"''- 9J--.-;5'~ '..{ ~- \0 i-.'i\ --,;. ,-' , "1"",,, .~5/09/01 06:24 '6'352 622 1061 SI{YLINE CAMERON ~003 3.) The home is perimeter supported where the attached structure adjoins the home. Piers are to be placed under the perimeter of the home as described .by Page 12 or the Skyline Installation Manual. The piers are to be located near each end of the attached Structure and not exceeding 4 feet on center. Each pier shall be designed to impart a load of 1,000 pounds to the gronnd. -_'.:.,.4J. The perimetBr of t.~e honie shall be secured to the ground with additional tie-down straps and earth ~chors or equivalent. Vertical tie-down straps are to be installed near each end of the attached structure and not exceed 5 feet 4 inches on center in Zone II or 4 feet on center in Zone III. The capacity of the added tie-down straps and earth anchors shall be 1.500 pounds for Zone II and 2,000 pounds for Zone III. 5.) The attachment of the added structure to the home as well as tbe construction and installation or that structure shall be inspected by the local building official. With adherence to these conditions the home should safely transfer any increased loads to the ground which may result from the added structure. Skyline will not warrant the added structure or it's attachment to the manufactured home. .. Sincerely, ~~~.\..\.'~ ~ A. Mikel, PE Chief Engineer ., JM/dd ~t~,\\t:(itl;i!l~ ..,-,.:>-~\ ~. ,~'r;..'~~.~ ~..,c;,....." .-.........,.. J.Jj :e.'" -/". ~ ... . -.-. -..- ~/ " ,.- ". . -:, ~ .-' ....:-RT '. ., .... ..' V~. .... 1'. ~~/ ;f 097Cl3 i. I ~ rt _ r. ~ ~.o.... M~ -= ~ "TATE 0 l~::. o ..~1'Z_O /~~ "'f4rr.e!!:oJ:;:~...~ ",,/ON A l t "", /1/"111\\\'\ -,:'