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Home My WebLink About01-0016 BUILDING PERMIT~2 0106 CITY OF ZEPHYRHILLS (813) 788-6611 Permit 2 {o ~ .:c.- Date 2/'/0/ BUILDING ELEC\RICAL PLl~BING MECH~lCAL Sewer Conn Water Conn: Property Owner: Job Address: Parcel I. D. # Zoning: Description of Work f/Cl" \<. ~\~ J ~ ft, (y, -zq;t-..yr-R-:d5e Water Meter: \)r. T.I.F.'s: Energy Code: Cc..r p or..\- ,. S-"~d t IT Radon Gas: ~. 42 > <-r<i1I"" roo~ FINAL C.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. DATE :2 ~OO. ~ Inspector Permit Fee {, 1. !.! Signatur~ -~ ~ ~ ").~A Valuation or Contract Price Q City License Registration # State Certified License# Company Address Telephone# ~ \ ~ - {~d- - ~(, I Ie A,-~ All.\f"\. I BUILDING ELECTF CAL PLUME ING MECH NICAL Ftr. Tp. Serv. SLB Breakers Pre SLB 2,..lf~1 ::if?.. Rough In Tub Set Ducts Insl. Lintel Meter Can Water Compressor \ FRM. Const. Pole Sewer Final \ Insul. CL Pool Final \ "- WL Pre-Meter \ Final Drivewa - ~~~~l~;; 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. '. " C 6.. \ '~/' /. "').; 7 D \ !tCfL ALvttlt, tol+7 Uf~(L ~))~>>rL sa. FEET PRICE . . MAIN OR LMNG AREA $ OTHER AREA UNDER ROOF $ , OTHER VALUAnoN $ Z 'ftO.u~ BUILDING: $ ~L . 5 <) CREDIT: $ /JIlT ELECTRICAL; $ J PWIIIBING: '$ l MECHANICAL: $ ~ liLt 0 RADON $ //, yc T I F'S :1 S ,J / Il' . I -riYv:r L.- 4, COb. 'tv APPLICATION FOR PElUfiT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT DATE RECEIVED 1/3/ h 1 , PLANS REVIEW FEE OWNER'S NAME fRIII/k.. to/.,I Vb B(..~or JOB ADDRESS klJl1-? 'z.iSPI.Jyj( /(, Obl.7 pi PHONE fl.,?) /1 'J. - S' 330 LEGAL DESCRIPTION: LOT(S) 1ft; BLOCK SUBDIVISION 26f1fJ'It! ~'1J6G PARCEL ID # (OBTAIN FROM PROPERTY TAX NOTICEl WORK PROPSED: DNEW CONSTRUCTION o SIGN ~ADDITION o MOVE DALTERATION o REPAIR o INSTALL o DEMOLI SH PROPOSED USE: DSGL FAMILY DWELLING o COMMERCIAL DMULTI-FAMILY o INDUSTRIAL 0# OF UNITS o SWIMMING POOL o MOBILE HOME o OTHER BUILDING SIZE c:J RESTAURANT ~'~TH DEPARTMENT APPROVAL ~/ d:4L J~ ~ SQUARE FOOTAGE /1/~/tI . HEIGHT 9' DESCRIPTION OF WORK 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 o BUILDING $ "1'100. ()() v VALUATION OF TOTAL CONSTRUCTION o ELECTRICAL AMP SERVICE o FLORIDA POWER o W.R.E.C. o PLUMBING o MECHANICAL $ VALUATION OF MECHANCIAL INSTALLATION o GAS o ROOFING o SPECIALTY o OTHER TYPE OF CONSTRUCTION: 0 BLOCK o FRAME o STEEL ~THER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAD YES 0 NO BUILDER ~~ COMPANY STATE CERT OR REGIST # SIGNATURE. 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 PERMIT AFFIDAVIT A. 'NOTICE OF DEED RESTRICTIONS The undersigned understands that this permit may be subject to "deed restrictions" which may be more restrictive than City regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. 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 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 TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER 0 AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF ENCEMENT. JOBS UNDER $2,500 V UE OT NE TO RECORD AND POST A "NOTI E 0 C CEMENT". SIGNATURE: CONTRACTOR STATE OF FLORIDA /J.AJ'//() COUNTY OF r/5@..L The foregoing instrument was acknowledged Before me this $- day of S A-l'J , ~ by (name of person acknowledged) ~o is personally known to me, or o who has produced ~~e of ident' ation) ~ take a tho STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged Before me this ~day of SA-"U ,~.,gu by (name of person acknowledged) ~ is personally known to me, or ;1 A-~() Signature of"-p , edgment 'I 1 Name t ~,~ "'\'O""""'''::''''_-.)''_~-''''_:'''',__,;:'''--:''''_ _... ~:_"~~~:::~, ACE ALUMINUM & CONCRETE, INC. 38626 2nd Ave. Zephyrhlll., FL 33640 SOLD TO IIr/- j( ADDRESS ~1'-I7 -Z -,(/oGo:. SHIP TO "z. - J+ J (..1, So DATE / - }S--6j PHONE Job No. Phone: (813) 782-2818 i \ PERMIT PRla TAX TOTAl PRla DEPOSIT &AlANa C.O.D. SlTR "I.A}~ . (llESlDEHTlAL usa OUL,{~ l'AUCEl. I.U. SUUlJ 1'J1()I'I~IlT'l' IIEJ\SlJIl1:.JU.:.tH 66'X/~() I lUlU LOI/Co ULUCK LOT SEt; TWit ... .. CUltill':UT UWIII!ItS 1-~~ I- &k dP- HhTE / - ?3-0{ T ~ I e' ~ I ~ ' ----?- I I - SHe]) I l G XIS fI/'Il.> I MO\3\L.G I l-\ 0 Jl.1i G I , C. AR.~o~ , I ~ ( 70 >~ I ~ /1/ V\ ~ cP_ .-.. , , ( J1' ) I I ~ r\'S~ 0 SL.A~ l' , S.c..~c6~ R c~1"1 ~ I \}ol I 5; Dt5 Wl'\lJ<: I( &5' .>1 slim" Al.l. EX1Sl'lHG "HD PROPOSED s'rnUCTURES ctvlJlG nnw~sION:1 AHD Sln'1lACK'S. I\L!i.~. l1IUlChTE "'IV nOUJ ES Of WATf.R "UO Ro.\1>\lAYS (IHCLUDIHG HAftES) ADJACI!N'C TO TilE l'nOPEIITY. ltlUIChTE l"r. sIn:. YE/\/t. Mib timE OF HOIH!.!, suell AS 121 x 60'. 198~, FLEETWOOD, ~ II "EASEtIENHi". "RIGllT-OF-WAY" (Ind ~'JURlSDlCT10H^L LINES", mU,H: bo shown on all sJtP. plallS. 1>0 1101' EHCROACII INTO ANY EASEMENT WITII A STRUCTURE lIauS[ COH"AUCTlDN Il'~.: ,'.... PROPOSED AOOITIDtt IUU: I'. ..' "'-\;COIL[ 1I0ME S( TUP I . 'U~IlI" .... . , . :; /1 .. . I I "'l' . ;.~. ..,"'.....<,,~.; .j,.. i\i!t~it h: ;.r;:"~' .'":' 'H,';' y~ '~i'\,.. ~r.''(,~I' J.' . 4 I: o I' 4 -' o . ,It, 110 ".1 . . " . .t. . . ",-. <I to. . '.".' " II · . . . . to' 4 o' :t,.~, ~I. _i~~..,o.. l/.~!!~~ ~\~ ,,~~ 'l"~I.!r;I.A'~r';'i\D;'"'' ., .~. ... '-(-" . .: .... J ":- 1 l' Ii .u, - 0 . 8 0 g n o. 0 ,..' . R t , II r,,' - ... U' ...:: ~101l''1:: .. ". .... -.. . . s.... ".IlII.' ." iJOj ~ ! tf .. .. , H..... i . 1 . ! 'D. roO P/l. .J_ 10' ....~ nOAI>> H..... . ROloO N..... ROAD HAM. , '. s 11 "1'1.'11: r1~ ~ R "~ c::r:. \b 'Z \ 1..jJ "" I..!J ... ~ ~\!.) <:J "i:t. t V>, -..~ ~ .g: -..J V) I " // I \FJ ! I I i ! I ! - ~ - l 1] .. '-!> ~ ~ ~ ~ ~ I ~ \ 'lll.: q \L I () ..... C ~ ~"';>.~~If V- - ,- I I I I j I 1I , 'I : 1, :. [11 . l . !/ : I !~ H; ~ I J I i 1 \ . I , j 11\ ! I j tl I i J III I ; ii' II J :r .. o ,-.. 'l ~ ~ 'it UJ C!)~ -..91 ~- ~ ~ "'" ~ V) ~ \t.J ; \-~ \I) I o ..... Q.. 1")" >c'\.. \")~ '. ~ '<) t- o \1 -4 ~ \JJ -:.t ~ .~ \,0 ~.. ~ U ':> < '-'J Cl , 'tJ, '1 .\c."'l ~?\ .. \"\~"'\\ /i \..~ \.' ,\~>" \~\~\.... ~ \-c..) a '5t:. ~\ :t~ h t x....... ltJ ~ .:- \--..: I ::r-..... X ~> tQ ..!... ~'~ '.0 ~ ~ / g ('{ <::) 3. \l ,019 ALUMINUM (MIN, 2- LAP FOR VER T. JTS.) 4. ...~~~:'~: ~;..../, ~'~. ; J '.., :., ' (MIN,) " 45' <TYP. > ~ GR'D I "'~~:J \ I ~ ItOOO STUD WOOD STUD P. T. PLA TE: GR'D p, T. PLA TE: WOOD CONSTRUCTION REQ'D SOIL SEPARA T/ON N. T. s. . . MIN, 2500 PSI CONCRETE: WITH 6X6-IOXIO If.If.M. 2 -0 MIN, OR FIBERMESH (TYPICAL) BEFORE SLOPE /' . I ,,': EXISnN~ ~A8 , -4- : MAX. .. .' ., ' . ..,' ". ..: i FLAT SLOPE / NO FOOnNG './F"T. - :r/F7, 2500 PSI CONC, W/ (I) 15 CONT. '.:........'} 1.':".""':.:'. . .,' . ." .... ...... ,'.' ...., . .'. .', ." ..:~.;:.:~: 12" 8- ....;.;;,:~.~:>:~:... '~.. ,'. , .. ., :.'; ,'i, ~ I .',2- I . .. J .... ~ RIBBON FOO TlNG, (FOR SCREEN ENCLOSURES) 12" X 8" W/ (1) 15 CONT. J-/FT. - 6-/FT. FOOTING DETAILS ADDRESSING EROSION N, T.S. DA VI D NORRI SENGI NEERI NG DESIGNED TO '97 STANDARD BUILDING CODE PER CHAPT. 1606 FOR 110 "'PH WIND /-11 Pg.l-H SHEET No. EXPI RES AFTER FEB, 1, '01 ~/ 3-1-200f.l.~ fL V GL 'V IoU MASTER PLANS - 110 MPH WIND REGIONS ALUMINUM PA T/OS, CARPORTS, SCREEN ROOMS, POOL ENCLOSURES & DETAILS 1 11 VARI ES 6'-0' eMU) cc " ~ I ~ " \0 t3 ~ '" ~ ~ i I " \0 .... I ~ UI* WALL I16JCIt NCW L~ HC1HE IIXIIXJ 6 CCLL 1JLDCK NDT~' FOR Hel GHT < 32'. C. :.. PI ~RS . II' -0' a c. CNAJ(.) AIlE ALLDW~D FOR Hel GHT < 84'. 18' WI DC FDDT~R & c.:.. P/~ItS. JD''''' a c. CNAJ(.) AR~ ALLDW~D. V) ~ c ~ ~ 6/-0' 4' XI " SPLI T .1 CK WALL VARI ES 6/ -0' 6/-0' RAISED SLAB PLAN No T. S. 6X6 '10/10 W. W. H. DR F/6CRNCSH 'APDR ~CR CL~AN C~T~D FILL SOIL TO t5X STIINlWlD DCNSI TY. P/~RS (I) '5 ReAW fJCR CDLtMN . 6' a C. NIoX, I N CONCReTE F/ LL ILK. HDRTAR KTW~EN .,1 CK AND 1JLDCK B'XB'XI6' CELL 1JLlJCI( 6' HAX. Hel GHT. FI N1 SHeD GRAIJC (J) '5 IICAW CONT. NOTE' FOR Hel GHTS > 55', USE SOLID c.:.. JACKUP WALL 010 PI ERS) 1 NOHI HAL CONCRETE -r 2~0 psi HIM 5/8' REBAR FROM FOOTER I NTD SLAB THRU CELL BLOCKS. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE MATH THE '97 STANDARD BLOG, CODE MATH ALL REVISIONS TO CHAPT. 1606 FOR 110 MPH WIND VELOCITY VOID AFTER 2-1-01 DA VlD NORRIS ENGINEERING 112 COLEMAN RD. WINTER HAVEN, FL. .13880 Pg. 2- G (86.1) 299- 1048 TYPI CAL SECT! ON No T. S. DA VID NORRIS ENGINEERING ENGINEERS · LAND SURVEYORS · PLANNERS PERMITTING . DRAFTING 112 COLEJIAN ROAD WINTER HA VEN. FLORIDA 33880 (863)299-1048 STRUCTURES DETAILED IN THESE PLANS WERE DESIGNED WITI. THE 1997 STD. BLDG. CODE w/ALL REVISIONS TO CHAP.1 (D.L. +20 PSI / L.L.(D. = 1/80 MAX.) 100 MPH WIND VELOCITY SECURE ALUM. PANS w/I'0 X 1 1/2" S,M.S, . 5 o,e. INTO 2- X 4 PLA TE s\.of'E f,4IN, 1/4" Jfl, OPTIONAL SHEAR WALLS ,FOR: UTILITY ROOM SECURE ALUMINUM PANS TO TOP PLA TE OF END WALL W/110 X 1 1/2" 5,101,5, 2 12" O,C. (AND SECURE END WALL VERT. SnJD ro HOST STRuenJRE W/110 X J" . 12" O,C.) NOTE: ONL Y SHEAR WALLS ct LOAD BEARING WALLS REQUIRE HURRICANE STRAPPING HURRICANE CUP T. ct B, OF EA. WALL SnJD o 24" o,e, (MAX,) USE SHEAR WALL STORM BRACC-X PATTeRN 'MTH M,H. STRAPPING W/ (1) Id . EA, STUD, (OR) USE STORM BRACE 1/8" THERMOPL r ct NAILED PER MFG,s SPEC'.. w/ HURR, CUPS PER ABOVE DBL. 2 "x4" TOP PLA TE (1) 2" X 4" (IF CONT.) 2"x4" WOOD SnJD WALL 24" 0, C, SECURE ALUM, PANS w/ (J) 110 S.M.S,/PAN 0 5" oPE O.C. (TYP, 0 EA, END) N 51. tJl ' 5/8" Tlt1 WOOD SIDING OR /4" /fT' VINYL OR ALUM, SIDING OVER 1/2" PL Y. W/ 8d 1 o 6"/12" O,C, EDGES /INTERM. el- 0 3" O.C. Tel-B el- ALONG ALL HEADERS el- PLA TES (FOR SHEAR el- UPLIFT) REPLACES HURR. CLIPS 3/8" DIA. CONC, A.B, OR 1/4"" TAPCONS 024" O.C, (2" MIN. EMBED,) ROOF ATTACHMENT SEE NOTeS BELOW) NEW OR EXISTING 4" 2500 PSI CONe. SLAB SECURE ALUMINUM PANS TO TOP PLA TE OF END WALL (AND END WALL VERTICAL TO HOST STRUCnJRE) W/ #10 X 2" S.M.S. o 24" O,C. J" STRUCnJRAL ALUM, ROOF SYSTEM (TYP.) " --- BEAM ATTACHED 0 Tel-B W/ CAPRI CLIP OR CASTLE CLIP (SEE NOTES BELOWj 8' MAX, 2"x4" P. T. WOOD PLA TE II ... . . ~ . .: .,. ~'. ., . 2"x2" POST (SEE CHART Pg, 1-E) MAX. 6'-0" SPACING SEE FTG. DETAIL PAGE 1-H RLlN (OPTIONAL - 1" X 2" PURLlN) ALUMINUM OR VINYL KICKPLA TE SEE FTG, DETAIL PAGE 1-H 1" X 2" OPENBACK W/ 1/4" DIA. CONC. A,B, 024" O,C. (MAX) (1) A.B, 0 EA, POST (2" MIN, EMBED. - TYP,) OR 1/4"" X 3 1/4" TAPCON -r ':'~ ,,'~,~ ,~, ~~': :y: :'.' * FOR WOOD DECK Q:). ..,~ ..: (SEE NOTE BELOW) .' ." .." , I 8" I NEW OR EXISTING 4" 2500 PSI CONe. SLAB w/'MONO, FOOTER (TYP.) 1-15 CONT (TYP,) UTILITY ROOM DETAIL (NON-HAB/TABLE STRUCTURE) SCREEN ROOM DETAIL * ROOF A TTACHMENT NOTES * FOR WOOD DECK: USE #'0 SCREW X 3. LG. (THRU WOOD DECK INTO BEAM OR HEADER) 0 24. 0, C. MAX.) USE (2) #10 X 3" 0 EA. POST CLIP A TTACHMENT NOTES FASTENER TO BE DETERMINED BASED ON CONSTRucnON OF HOST STRUCTURE 110 S,M,S, X 1 1/2" qJ 8" 0. G. IN TO WOOD f)B (2) 110 @ 16" O,C, INTO WALL STUDS .QB. (2) 110 X 2" @ 24" O,C, THRU 3/4" (MIN.) FASCIA INTO TRUSS OR RAFTER TAILS f)B 1/4"~ TAPCONS @ 8" O.C. STAGGERED INTO CONC, W/110 S,M.S. THRU REG. HEADER INTO PAN BOTTOM J:i.QJL. 1 1/4" MIN. EMBEDMENT INTO CONC, 1 1/2" MIN. EMBEDMEN T IN TO WOOD * REPLACE ALL DETERIORA TlNG WOOD; W/ FASCIA SECURED TO RAFTER (TRUSS) TAILS CAPRI CLIP: USE (2) L 1" X 1" X ,060" W/ (2) #10 X 3/4" TEKS INTO EA. FACE .QB. CASTLE CLIP: L 1 1/2" X 2 1/8" X ,050" REC. CHANNEL W/ (4) #10 X 3/4" TEKS INTO BEAM OR OPEN BACK &- (2) #10 X 3/4" TEKS INTO EA. S.M.B, OF COL. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE '97 STANDARD BLOG, CODE WITH ALL REVISIONS TO CHAPT. 1606 FOR 110 MPH WIND VELOCITY VOID AFTER 2-1-01 DA VlD NORRIS ENGINEERING 112 COLEMAN RD. WINTER HAVEN, FL. 33880 Pg. 2-E (863) 299-1048 (OPT,) 6' STEP FASCIA W/ 1/10 X I' II 16' A, Co OR 2' X 2' X 0, 040 STIFFENER NOTD FaR OUTSI DE SPANS > 12' USE 2' x3' (VERT,) OR 6' STEP FASCIA (1) /l10x5/B' ~ HEAD SMS, TOP OF EACH RI SER, ROOF PAN FaR WOOD CONNECTION /I 10 X 1-1/2' W, HEAD SMS, THRU ROOF PAN & BOX HEADER 5' ON CENTER INTO HOST STRUCTURE, I' X I' X 2' X 0,060' ANGLE CLI P W/ (2) 111 0 X 5/8' V. HEAD SMS, EACH VA Y. BEAM PER DESIGN TABLE, TYP, S~CTI ON D~TAI LS N. T. S, 2 X ALUM, COL (1) 1/4' DIA. X21/4' CONC, OR TAPCON , 24' O. C, ~l X 2 ALUM, BASE PLA TE I' X I' X 1/16' X 2' ; ALUM, CLIP W/ (2) 1/10. X 1/2' TEK SCREWS IN EA, DI RECTI ON NOTEI A T CORNERS USE (1) 1/4' DI A. X 2 1/4' EA. DI R, ~ 4' (MAX,) FROM CaRNER, 4 . 4. . ;4 ~ . I .' 4' ... . . . '. .'...., . SLOPE: loll N. 114' In, . of csa _ IICTNL$ oUaVr) BAS~ PLAT~ CONN~CTIONS (SCREEN ROOMS) N. T, S. (Z) 1/4' DIA, STL. THRU BOL TS (TYP. ) Z X ALUM BEAM 3 X 3 ALUM, COL. NOT" TH, B,LO/l D,SIGNS /lILL CARRY A CONTRI BUTARY LOAD OF I~O S. F. - N,/I 8' X 8' FTG. (JOO S. F, - ,XIST, 4' SLAB) ALUM, BAS, INS,RT /1/ (2) 1/4' DIA, x Z 1/2' TAPCONS & (2) 1/4' DI A. THRU BOL TS Q/l 2' X 2' x 1/8' ALUM. ANGL, /1/ (2) 1/4' DI A, X 2 1/4' TAPCON ,A, SID, OF COLUMN 11/ (2) 1/4' DI A, THRU BOL TS QB 3 1/8' XII /2' x 1/8' R"HI NG CHANN,L 11/ (2) 1/4' DI A. x 2 1/4' TAPCONS & (2) 1/4'" THRU BOL TS ,fJE ALL OF TH, ABOV, HA Y B, CON~CT,D TO /lOOD H,AD,R BY SUBSTITUTING (4) '10 S, H. S, (2' MIN, tMB,D) FOR TAPCONS. ,/i,\ ,C,' '. ~: :\'? :i: ,t'::.~ .~.' ' 'fMi ~2; EXISTING 4' CONC, SLAB W/ NO CRACKS WITHIN 3D' OF POST QB. NEW THK' ND 8' X 8' MONO FOOTING W/ (1) 1/5 CaNT, DB /lOaD DECK /1/ DBL 2 X 6 (MIN. ) PERIM,TER HEADER !iJ.lli. SEE DETAIL BELOW WHEN HOST STRUCTURE IS MASONARY II lOX 5/8' V, HEAD SMS THRU ROOF PAN RISER ON 12' CENTER INTO STI FFENEr. A T EACH END OF ROOF, 2' X 2' POS T SHO/lN 4-'10 X I' $, M. S, pn~ POST INTO I NT,RI OR SCRe/l SPLI flCS J' X 2' OP,N BACK BOTTOM PLA T, '. .' . (1) 1/4'_ X 2 1/4' CONC, A, B, OR T APCON II 24' A, C, KI CKPLA TE OR CABANA SKIN (MI N. 0, 019') ATTACHED 11/ pap RI VETS OR 'lOX 1/2' S,H.S. 1116' C,CO ,XTRUD,D H,AD,R /1/ 1/4'" X 2 J /4' TAPCONS , 8' 0, C. STAGOCR,D ~ (.J ~ 1II .... ~ ). ~ i ~ MASONARY / H~AD~R A TTACHM~NT D~TAI L N. T, .s PDS T CONN~C TI DNS (CARPORTS / OPEN PA TI a) DAVID NORRIS ENGINEERING DESIGN,D TO '97 STANDARD BUILDING COD, PER CHAPT. 1606 FOR 110 MPH WIND /-;: Pg. 1 -f N, T. S, EXPIRES AFT,R n.~~-".l'> F,B. 1, '01 EDGE BEAM SPAN TABLE MAXIMUM COLUMN SPACING - ~frf11C rAN 'N NU US ROOF PAN SPAN (I NCt. FT. 0. H. ) EDGE BEAM SIZE 4' Ii' R' 1 n' , ~, 14' 16' 1 B' 2 X 2 X , 044 6'-4 5'-6' 5'-0' 4'-(;' 4'-2' 3' -11 ' 3'-8' 3'-6' Pa tl 0 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'-R' 6' -10' 6' -3' 5' -10' 5'-6' 5'-2' 4'-10' Pa tl 0 Ext, 1 0' -0' 8'-8' 7' -9" 7' -1 ' 6' -7" 6'-2" 5' -1 A" 5'-6' 2 X 3 X . 050 7'-[7J" 6' -1 A" 6' -I' :> -/ 5'-2' 4' -1 0" 4'-7 4'-4' TIt tExt. 8'-8" -." :'l:i' 6' -10' 6'-3' 5' -10' 5'-6' 5'-2' 4'-10' 2 X 4 X , 044 1 3' ';'4" 11 ' -8" 10' -5' ~' -6' 8' -10' 8'-3' 7' -~. 7'-4' X ,120 S, M. B. 14' -8" 1 2' -1 0' 11' -6' 10' -6' ~' -9' 9'-2' 8'-8' 8'-2' 2 X 4 X . 050 9' -1 A" 8' "':7" 7'-8' 7'-0' 5'-6' 6'-it :5' -~' 5'-6' TIt tExt. lO'-ln' 9' -7' R'-R' 7' -10' 7' -3', , 6' -10' 6'-5' 6' -1 ' 2 X 6 X . 055 1 9' -0' 16' -7' 14'-10" 1 3' - 7' 1 2' -7' 11 ' -9" 11'~ 10' -6' X .120 S. M. B. 20'-10' 1 8' -2' 16' -3" 14' -11 ' 13' -9" 12'-10" 1 2' -2' 11 ' -7' 2X 7 X . 062 1 8' -1 0 ' 16'-10' 15' -5' 14' -If' 1 3' -5' 1 2' ~, 1 2' -0' X .120 S, M. B, PO'-B' 18' -6' 16'-11' 1 5' -8' 1 4' -8' 1 3' -11 ' 1 3' -2' 2X 7 X . 062 21 ' -2' 1 9' -"""4' 1 7' -10' 16' -9' 1 5' .::r 0' 15' -0' S. M. B. W/I NSERT 23'-3' 21 ' -3' 1 9' -8' 18' -4' 1 7' -4' 1 6' -6' 2X 8 X . 072 eo -5' 1 8' :'TP 1 7' -8' 1 6' -8' JY.::r7J X.224 S, M, B, 22' -5' 20' -9' 1 9' -5' 1 8' -4' 1 7' -:5' 2 X 9 X , 072 i!i!' -6' 20/-9' 1 ~' -6' 18' -5' i7' ";'e? X ,224 S. M, B,. e4' lV' 23'-0' 21 ' -7' 20'-5' 1 ~' -4' . -j f-!' O/H (TYP, ) SPAN ~ l3 ~ tr) ~ :::) e:l (.j ~ L5 ~ ~ L..i 1/4' /FT, (MI N, ) ~ l3 ~ (.rj ~ :::) ~ (.j 1 c' AL. ROOF PANS ~ L5 Jtl ~ El SPAN EDGE BEAM PLAN CENTER BEAM PLAN CENTER BEAM SPAN TABLE MAXIMUM COLUMN SPACING - SIMPLC SPAN CONTINUOUS Rl 'DF PAN SPAN CENTER BEAM SIZE 5' 6/ R' 10' 12' 14' 16' 18' 2' x6' x, o 55x. 120 lr-r 1 3' -8' 11'-10' 10' -8' 9' -9' 9'-0' , - , 7' -11 ' Set f Ma tl no Cxt. 1 ' - , 1 5' -0' I,:?' -0' 11 ' -R' 10'-8' 9' -10' , - , 7:P ~, 2' x7' x. o 62x, 120 17' -1' 1 5' -7' 1 3' -5' 1 2' -0' 11 ' -0' 1 0' -2' , -I ' 9'-0' Set f Ma tl no Ext. 18'-10' 1 7' -1 ' 14' -R" I,?' -p' T2' -71' 11'-2' 'ii' ~, -qI-1 n' 2'x7'x. o 62x. 120 21'.:;0:' 1 9' -7' 1 7' -0' 15' -1 ' 13' -9' 12' -8" i ' -11 ' 11 ' -4' Set f Ma tl ng Cxt, 23'-6' 21 ' -6' 1 8' -7' 1 6' -6' 1 5' -2' 14' -0' 13' -1 ' 12' -4' w/Insert 2' x8' x. o 72x, 224 ee' -8' 20' -8 17' -11 ' 16' -0' 14' -7' 13' -6' ;. , - ?' 11 ' -11 .. Set f Ma tl no Ext. 24' -10' 22'-8' 1 9' -7' 1 7' -"7:' 1~' -0' 14'-10' , - n' 1 3' -0' 2' x9" x. o 72x, 224 25' -7 ee' -11 ' 19' -10' 1 7' -9' 1 6' -2' 1 5' -0' , - , 1~' -7 Set f Ma tl no Ext, 27' -6' 25'-2' 21 ' -9' 1 9' -~, 1'7' -0' 1~' -!5' , -4' 14' -6' DAVID NORRIS ENGINEERING DESI GNED TO ' 97 STANDARD BUILDI NG CODE PER CHAPT. 1606 FDR 11 0 MPH III ND 1-8 Pg.l-B NOTD VALUES MAY BE INTERPOLATED FOR INTERMEDIATE LENGTHS OR SPACINGS EXPI RES AFTER FEB, 1, , 01 4" .050" . "t .050" .050" . ~j "'"l SX=. 23 SX=, 44 SX=. 35 SX=, 55 I 2 I 3" 2" 2" 2' x 2' 2' X 3' 2' X 3' Ti ( t 2' x 4' Ti ( t 2' x 4' S. M, E. f\~ HEIGHT/SPAN ~' 3' 16' 8' 4' 14' - 6' 5' 13' - 0' 6' 11' - 10' 7' 11' 0' 8' 10' - 2' 9' 9' - 8' 0' 9' - 2' "4f\~ HEI GHT /SPAN 3' 16' - 6' 4' 14' - 4' 5' 12' 10' 6' 11 ' - 8' 7' 10' - 10' 8' 10' 2' 9' 9' - 6' 0' 9' - 0' r!jf\~ HEI GHT /SPAN 3' 20' 2' 4' 17' 6' 5' 15' - 8' 6' 14' - 'I' 7' 13' - 2' 8' 12' - 4' 9' 11' - 8' 0' 11' - 0' 6" 7" 8" i j 1/ 2' x 6' So M, B, 2' x 7' S. M. B, 2' x 8' S, M, 9, SX=2, 54 - -:-224 SK=1, 97 SX=4, 44 ,j I L.072 ~f\fP HEI GHT /SPAN 3' 35' - 4' 4' 30' - 8' 5' 27' - 4' t:" 25' - 0' 7' 23' - 2' 8' 21 ' - 8' 9' 20' - 6' 0' 19' - 4' f\'\t> HEI GHT/SPAN "'~ 3' 40' 2' 4' 34' - 1 0' 5' 31 ' 2' 6' 28' - 4' 7' 26' 4' 8' 24' 8' 9' 23' - 2' 0' 22' 0' :!Jf\~ HEI GHT /SPAN 3' 53' - 2' 4' 46' 0' 5' 41 ' 2' 6' 37' - 6' 7' 34' - 10' 8' 32' - 6' 9' 30' - 8' 0' 29' - 0' 9" 9" 2' X 9' X , 072 X , 224 S. M, B, i 2' X 9' X . 072 X . 31 0 S. M, B, i ,224 SX=5, 47 ,310 SX=6, 77 .072 ,072 'r$f\~ HEIGHT/SPAN 3' 59' - 0' 4' 51 ' - 0' 5' 45' - 8' 6' 41 ' - 8' 7' 38' 6' 8' 36' - 2' 9' 34' - 0' 0' 32' 4' "4f\~ HEI GHT/SPAN 3' 65' - 6' 4' 56' 10' 5' 50' lO' 6' 46' - 4' 7' 43' - 0' 8' 40' 2' 9' 37' - 10' 0' 35' - 10' TYP! CAL ALUM! NUM COLUMN & BEAM DETA! LS TABLES FOR SCREEN ROOMS & ROOFS ONLY TD 1) BEAM SPANS MAY BE INCREASED 207. WHEN CONTINUOUS OVER INTERIOR COLUMN SUPPORT 2) ALL BEAM SPANS ASSUME LA TERAL PURL! NS (2' x2') ~ 90. FRAMED ACROSS ROOF (I EACH POST IN SCREENED SI DE WALLS 3) VALUES HAY BE INTERPOLATED FOR INTERMEDIATE LENGTHS OR SPACINGS DAVID NORRIS ENGINEERING DESIGNED TO '97 STANDARD BUILDING CODE PER CHAPT. I606 FOR 110 MPH WI ND Pg. j-A EXPI RES AFTER FEB, 1, ' 01 INTERLOCKING ROOF PANS ROOF' PAN (ALLOY 3003 H-16) PAN MAX. SPAN 'fHO(JE~ Sx MAX. SPAN I/fBU8l. ") ~ .026 ,450 73'- 4" 76'-0" . "':l ~ ~ 't' VARIES-...... I. 72" I .032 ,608 75'- 6" 78'-6" ff 'f - .032" { ,032 ,346 11'- 0" 13'-0" I 72" 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, ENCLOSED BU/.LDING AL UMI NUM ROOF PANS - 1 2' X 2, 5' X 810 5-H381 PANEL AS MANUFACTURED GY ROYAL ALUMINUM, INC" LEESBURG, 111 ND SPAN ,,/ SPAN ,,/ THI CKNESS VELOCI TY l' O/H ' '/H 100 MPH 13' -8' 14' -01 . 024' 11 0 MPH 12' -8' 13' -01 120 MPH 11' -8' 12' -01 100 MPH 11 ' -8' 12' -01 110 MPH 10'-8' 11'-01 120 MPH 10'-0' 10'-41 100 MPH 13'-4' 13'-81 110 MPH 12'-0' 12'-41 120 MPH 11' -4' 11 '-81 OPEN BUI LDI NG ,024' PARTIAL ENCLOSED BUI LD/ NG ,024' .J" STRUCTURAL ALUM. ROOF SYSTEM 2" S.II. BEAll (SEE CHARTS) (2) 7/4" OIA.x .J 7/2" ST. THRU BOt. TS ROOF A TTACHMENT NOTES NEW OR EXISnNG 4" 2500 PSI eONe, SLAB (SEE PAGE 1-H) FASTENER TO BE DETERMINED BASED ON CONSTRucnON OF HOST STRUCTURE /'0 5. M, S, X 1 1/2" (I 8" O.c. INTO WOOD f2f1 (2) 110 (I 16" O,C. INTO WALL STUDS f2f1 (2) f10 X 2" (I 24" O,C, THRU 3/4 (MIN.) FASCIA INTO TRUSS OR RAFTER TAILS f2f1 1/4"- TAPCONS C 8" D.C. STAGGERED INTO CONC. W/ /10 S.M.S, THRU REC, HEADER INTO PAN BOTTOM .I::KlE.;.. 7 1/4" MIN. EMBEDMENT INTO CONC. 1 1/2" MIN. EMBEDMENT INTO WOOD * REPLACE ALL DETERIORA nNG WOOD; W/ FASCIA SECURED TO RAFTER (TRUSS) TAILS DA VI D NORRI SENGI NEERI NG DESIGNED TO '97 STANDARD BUILDING CDDC PER CHAPT, 1606 FOR 110 MPH III ND .J 1/8" X 1 1/2. X 1/8. [ BASE W/ (2) 1/4" OIA. TAPeONS OR EQUIV./pOST w/ (2) 1/4" OIA. x .J 1/2" STZ.. THRU BOL TS -TOP OR SIDE MOUNT ALLOItE"O- ALUII. BASE INSERT W/ (2) 1/4" OIA. X 2 1/4" TAPCONS (2" MIN.-EMBED. TYP.) SECURe, ALUM, COt.. W/ (2) 1/4" OIA. THRU SOL TS CARPORT / OPEN PA TlO DETAIL W/ ROOF ATTACHMENT N. T. $, EXPI RES AFTER FEB, 1, , 01 Pg.l-D JI( POST LENGTHS AND SPACING FOR WALLS SUPPORT! NG SOLID ROOFS (1 E' SPAN+l 'O/H) JI( POST NOMINAL SCRCCNCD WALLS SOLI D WALLS WALL SIZ~ HEIGHT POST SPACI NG POST SPACING l' 5' -8' 2' -J 0' 2' x2' xO, 040' 8' 4'-, ,. 2'- 0' 2')(3')(,050' OR l' 8'-0' 4'-0' 2' X 2' 11/ (J) [ 8' 6'-0' 3'-0' 9' 5' -0' 2'-4' 1 1/2' X2 1/8' X , 060' J 0' 4'-0' 2' -0' l' 5' -7' 2')(3')(,070' OR 8' 4'-2' 2' X 2' 11/ (2) [ 9' 3'-3' 1 1/2' X2 1/8' X , 060' 10' 2' -9' l' 10' 6'-2' 8' 9' 4' -1' 3' x3' xO, 060' 9' 8' 3' -1' J 0' 7' 3' -J' l' 9' -3' 8' l' -0' 3'x3'xO,093' 9" 5' -5' J 0' 4'-8' l' J 2' -0' 8' 9'-0' 3'x3'xO,125' 9' 1'-0' 10' 6'-0' 2500 PSI CONC, . 2 D! M~NSIONAL LOAD! NG - COMBI N~D AX! AL (ROOF> & B~NDING (WIND) LOADING, FOR ~ACH ADDITIONAL FOOT OF ROOF SPAN (DR OV~RHANG) > J 3' R~DUC~ POST SPACI NG BY 87. DR FOR ~ACH FOOT OF ROOF SPAN (OR OV~RHANG) ( 13', INCR~AS~ POST SPACING BY 87., 3/8' DI A. RCBAR 6' LG, THRU POST . ,~ . ..J <1 ., <1 #5 RCBAR CONT, J 8' MIN, } THK/ND SLAB EDGE DETAIL N. T. S, 2424 1856 1466 1188 825 606 464 4280 3277 2589 2097 1456 1070 819 3040 2328 1839 1490 J 034 160 582 3451 2642 2088 1691 1174 863 661 6527 4997 3948 3198 2221 1632 1249 9708 7433 5873 4757 3303 2427 1858 1 2836 9828 7765 6290 4368 3209 2457 10' DI A. POST GRADC C 'MPACTCD F LL H=24' 12' DI A. POST FOOTI NG DETAI L N. T, S. NOTE: TH~ ABOV~ D~SI GN WI LL CARRY A CONTRI BUTARY L DAD OF: 50 S. F; 100 S. F. FOR H=30', AND 1 50 S. F, FOR H=36' DAVID NORRIS CNGINEERING DESI GNED TO ' 91 STANDARD BUI LDI NG CODE PER CHAPT, J 606 FOR J 1 0 MPH WIND /-6- Pg.1-1: EXPIRES AFTER FEB, 1, '01