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Home My WebLink About01-0227 BUILDING PERMIT ~~ 0227 CITY OF ZEPHYRHILLS (813) 788-6611 Permit Date 04/05/01 $52.50 BUILDING ELECTRICAL PLUMBING MECHANICAL Sewer Conn Water Conn: Property Owner: Claire Forsyth Job Address: Lot 1132 Zephyr Ridge 3-26-21-13-0-32 Water Meter: T.I.F.'s: Parcel I. D. # Zoning: DescriPtion of Work Energy Code: Radon Gas: Carport - Shed - Screenroom 776 sq. ft. $7.76 NO OCCUPANCY BEFORE C.O. FINAL 5_ /"0 _G / DATE Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. c.o. DATE Inspector -:? Ie. City License Registration # State Certified License# 83 Permit F~__~60~6, ,,~ Signature--...1C'c,\/\\ ..:\. ~~)......--- Company Ace Aluminum Address Valuation or Contract Price $ 2,400.00 Telephone# 782-2616 Ace Aluminum 1183 BUILDING ELECTRICAL PLUMBING MECHANICAL Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final Ftr. Pre SLB Lintel FRM. Insul. CL WL SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor 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. APPLICATION FOR PERMIT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT DATE RECEIVED '3 /z' /0' I PLANS REVIEW FEE JOB ADDRESS t. Of :J'J.. ~c 1-u--uup:d -c.-,~,J:re 8LVO PHONE S/3 -7J J' J" J~ OWNER'S NAME LEGAL DESCRIPTION: LOT(S) BLOCK PARCEL ID # ~~~D~ / '-""" WORK PROPSED: ~EW CONSTRUCTION 0 ADDITION DALTERATION SUBDIVISION Z6PJJ-Yt2~O:: (OBTAIN FROM PROPERTY T__ __TICEl o REPAIR o INSTALL DSIGN o MOVE o DEMOLISH PROPOSED USE: DSGL FAMILY DWELLING o COMMERCIAL DMULTI-FAMILY o INDUSTRIAL 0# OF UNITS o SWIMMING POOL o MOBILE HOME o OTHER DESCRIPTION OF WORK o RESTAURANT & '~JIJ HEALTH DEPARTMENT APPROVAL J~~ SQUARE FOOTAGE 17{r; 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 $ ;J '1{)IJ, Or) VALUATION OF TOTAL CONSTRUCTION o ELECTRICAL AMP SERVICE o FLORIDA POWER o W.R.E.C. o PLUMBING o MECHANI CAL $ VALUATION OF MECHANCIAL INSTALLATION o GAS o ROOFING o SPECIALTY o OTHER TYPE OF CONSTRUCTION: 0 BLOCK o FRAME o STEEL o OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAD YES o NO BUILDER SIGNATURE COMPANY STATE CERT OR REGIST # CITY PROCESSING # cllc 03<1/:;80 ****************************************************************** ELECTRICIAN COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ****************************************************************** PLUMBER COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE **********~******************************************************* 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 restrictionsH 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 SectionsH 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 GuideH prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other that the ~ownerH, I cerify that I have obtained a copy of the above described document and promise in good faith to deliver it to the ~ownerH 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 ~AH or ~A,etc.H, it is understood that a drainage plan addressing a ~compensating volumeH 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 OR AN ATTORNEY BEFORE RECORDING YOUR NOTICEC~~~JOBS UNDER $2,500 IN VALUE OT EE 0 RECORD AND POST A ~ ~~ SIGNATURE: OWNER OR AGENT SIGNATURE: CONTRACTOR STATE OF FLORIDA 1 A fl.~ STATE OF FLORIDA ~ COUNTY OF r~ COUNTY OF The foregoing instrument was acknowledged The foregoing instrument was~2~owledged Before me this-J,L day of MI4.d.. , 191.4>/ Before me this ~day of ~ , 19~()(J1 by by ~~ame of person acknowledged) ~ (name of person acknowledged) ~who is personally known to me, or ~ho is personally known to me, or o who of identification) take an oath. o who has produced (type of identification) id not wledgement gment Name typ ACE ALUMINUM & CONCRETE, INC. 38626 2nd Ave. Zephyrhlll., FL 33640 SOLD TO ADDRESS SHIP TO DATE :]-,) J' l:l , PHONE Job No. Phone: (81 3) 782-2818 PERMIT PRla TAX TOTAL PRla DEPOSIT &AlANa C.O.D. ;l VII;' FRODGE AND ASSOCIATES ENGINEERING SERVICES 1 1 2 COLEMAN RD. WINTE:R HAVEN, FLORIDA 33881 (863) 299-3407 Fax (863) 291-4305 Mobile (863) 207-2571 DAN C. FRODGE. PROFESSIONAL ENGINEER March 30, 2001 To: Ace Aluminum & Conc Pasco County From: Dan Frodge Frodge & Associates Re: 2001 Skyline Model 6609Ct I 4828 Serial 80-61-0670-N-B 37650 Newport Dr. Lot #32 Zephyrhills, FL Dear Sirs: This is to certify that I have reviewed the above referenced project to determine the structural adequacy of the mobile home to receive the attached structures. The proposed structures are a 12' x 12' wood shed, a 12' x 19' screen room, a 12' x 18' carport, and a5' x 28' overhang. It is my understanding that the existing mobile home is blocked and anchored at 6' o.c. (max.) or per manufacturer's specifications. It is my opinion that the marriage of the proposed structure will not compromise the structural integrity of the Mobile Home if attached as shown on the attached sketch and detail drawings. Should you have any questions, please contact me at your convenience. Thanks. c:l?/o/ {} 0,.,/0/ DAN C. FRODGE 112 COLEMAN RD. WINTER HAVEN, Fl (863) 299-3407 FLA. P.E. # 54285 MAR-30-01 11:48 PM P.01 Arr D,4;../ III TR 1'I.J.Il . (llP.5lDlNTlAL US8 oru;t ~ l'AItCEI. ] .Il. ~; ....e T\lI' IiiiU - 5UIIII ULUCI: l.Or "JU"'EItT'I' llEAS\lIll!JU:lU {, ()! /00 u";u." r u./II.., (I ~ 1- ~ iJ '11- " lwn;: ---- -~---1'--'-- MOI>'t. "feCi! c-r/ ~lJl .;1M, Sicy L/,ull- sal~l ti- 110 -I.:I -0#.71>-1'1-8 3-x.s-o ,.J611Jr"t>rtr 0(. ~ /J' L /)T IJ. :1 J,. .. l: ap Uy,t I"'" 1'''''' t.. ~ 'tf..,Mlri'lJ v ~ '\ ~------ , /() ~1l0-M E~/.s'IHO fI-D r4f tJ I G- ... or 1 /().~ . WbOD .Si\-E.I> c , --7 I j Ii;; I I r I ~,.~c~r- -'" SID[~"(...K _______ [--T ----- -----, -~ ~ o~~w ~ j, 1)6" w ~ <-1<. ,//I . -( l 2- ' "'f..,L 1..' W.", ~ ..I!J%:> {'I.,' x: (~' 'J tl't.~..,v flDc l'w1 ("t' K ('8' C AR-I'It...,.. > G,o' $1\1)11 M.t. E.>\lS'\'\IIC AIm PIIOI'OSED STRUCTURES ClVlJIC DlllEllSIOIIll ANO SIn'llAcrs. AL!; _'. Illlll<':"ll: /oilY 1I0UlliS Of \4^TF.n MID ROf\lJ\l^YS lINCI-UIlINC IIAMES) MlJACllX'C TO 'mE "}WI'}Wrt. HiV1CkJL 'I"F ~J7.F., YIlI.fl. Nib HIIIIE Of HOR1!.!1 suelt AS 121 x 60'. 19BI, FLEtT'rIOOIJ. ^ll "EASEtIEIfU", "RlCIIT-OF-WAY" nnd ~'JURlSDlCTlOII^L LUIES" .UII\: b. IIlaOll" all all IIJt~ I'Jall~. 1111 /lUT ENCROACH lIno ANY EASEMENT W1'l'U A STRUCTURE IIOUS[ COHST"IICTltm tu,.: t'.... PIlOPOSf:O "001 flO" u..,.: ,.. .1' --~DIL[ HOME 5E flJl' -, .'....1...'.... . ,'\l;.f ;'::ir/,'l.":,tr\d' ;"Jrj ~ . . , -'X- : .~;. l' ,.. ~ f '0' "I'L _.J_ 10' 'D' -OAD Ilt..~___ . IIOAO "."1 110...."."1 ~ II p I' 1:111 ~ ,." FRODGE AND ASSOCIATES ENGINEERING SERVICES 1 1 2 COLEMAN RD. WINTER HAVEN, FLORIDA 33881 (863) 299-3407 Fax (863) 291-4305 Mobile (863) 207-2571 DAN C. FRODGE, PROFESSIONAL ENGINEER March 30, 2001 To: Ace Aluminum & Conc Pasco County From: Dan Frodge Frodge & Associates Re: 2001 Skyline Model 6609Ct /4828 Serial 80-61-0670-N-B 37650 Newport Dr. Lot #32 Zephyrhills, FL Dear Sirs: This is to certify that I have reviewed the above referenced project to determine the structural adequacy of the mobile home to receive the attached structures. The proposed structures are a 12' x 12' wood shed, a 12' x 19' screen room, a 12' x 18' carport, and as' x 28' overhang. It is my understanding that the existing mobile home is blocked and anchored at 6' o.c. (max.) or per manufacturer's specifications. . It is my opinion that the marriage of the proposed structure will not compromise the structural integrity of the Mobile Home if attached as shown on the attached sketch and detail drawings. Should you have any questions, please contact me at your convenience. Thanks. Cordia.lly, .~/~ ~z.~_. /?~nc - v. / (/' 3/~t?hl DAN C. FRODGE 112 COLEMAN RD. WINTER HAVEN, FL (863) 299-3407 FLA. P.E. # 54285 MAR-30-01 11:48 PM Iffl 1I1TR 1'IJ..1l D A.;..f . (ILP.5IDlHTlAL USR OllLY ~ l'ldlCE1. ] .Il. ~~FC IliIif" lILUCK '1"\11' "I1!lI'",rn IIEJ.S\lIU:Jlwr {,(JI /00 ,,,...i,,,,, "'11I"'" (1 ~ 1- ~ c , . 'Nl)OD .S~c.l) ~eD""'" ~ 'I ~------ I /0 ----7 I I Ii.. I ~~9Jcl.r ~ SUlUl I.J 'J J- P' E~/.sT"NO ~r4f8 I WI" It p.el l.llr it I G- .... $' /o'~ - _. -..------~---1I.--.-- /"\00'<.. (,fe~ c..-r/ ~lJl .., Sicy LI ",g- .C;6AI~l # liD -(.I -(>4.70.-,.;-8. J-xs-o ,J61iJr"t>ttr 0(. ~ I)' I.()TiJ 3). " ! ap Uy,t ,,,... 1'''''- t. ~ ft1.,It#'~~J 1 _.to D..,;r~ [C~-CT - -- ~~~t.l~ SJJ1~Y"'L-~_______ <- - G,~' l 2.' ~l '2..' W f)'~..1 fIeP { :z.' x: I~ I' 'J tt't.fo.,V /l-tJc fY1 ("Z. 'K ('8' C AJl,.J.1L ~ >- ~.1\'I\l 111.\. E>\lS"tllIC him rROI'OSED STRUCTURES cavuIG DlJlI!JISIoml AND Stn'lIAcrs. I.L!;.'.. 1l1ll1C^IE /oIiy 1I0UII~S OF \/ATFJ\ MID nofUJ\/hYS (INCLUDING I~AliES) AlJJAC1!J\'f TO TilE l'IWl'lwrr. ltllJICHIi '1"1" ~l7.F.. Yll\/t. Nib MMIE Of HOB:U_El sucn AS 12' x 60', 1981. FLEETWOOD, i\ II UEASEtIElIH". "UCIIT-Of-WAY" IInd "JURISDICTIOUAL LINES" ....UII>; be sholln 011 a 11 . Jt~ I'Jall~. 1m lIul' ENCROACH uno ANY EASEMENT \lUll A STRUCTURE II0US[ COH""UCflOfl .,.,.: ,..... 'n, 'lor.., ----, PROPeno AOOtTlOft lie ....; .-. ..' .-~~~ME 5E TUP -I 1l'".I.'". .... . ',it of "':: ir/..I....;,J'\d ;,,~; r . '1 : " ,..~, :'oj'; ....;.- l' ,.. 8 i '0' 1t0AD H"~__ . . OAO "A,!I or; II PI' 1 ;1t1 ~ f"l ,.,,, _.J_ 10' "O'D, .....t 91TR I'I.MI . (lltSIDENTlAL usa OUL't ~ l'''HeEt. I. lJ. SE\: TWI" lUlU . SUUI) ULUl:K Lor C\milJ:IH 'Df I\EhSmUlJ11:lH ~ /00 U~lmllS (Y~ l~ , . "110 I' '~IlTY iJ :fl- v I>^TE j/;~ I ... ~./~. ;...:. W60D I . St\6-.9 I I 5C.~6 G '" 1:0 t< 0Cl "'" 1\ q t I I .6-IO'~ ') ifO <( /0 ::r ~ I '\ I ~~~eo~' 1 I~ !1 .... ----- -- - 011..' \J i7-vJ'tI SJ1J6l.VAL-1( Et.I.sIJ~b fIO 1-11 i9 (- &,0' . ;,.~ / P1J ~""lr"'.':1 It;jjJ2'C~ " SIIOW I\I.L EX1Sl'ltm "ND rnoroSED STRUCTURES ClVlJlG nuWtslotm AND Slrl'nACrs. I,L!. J. 111Ul CATE "'IY nOUJ ES Of \lATfJt AND ROA1>\lAYS (INCLUDING NAJiES) ADJACI~'r TO TilE 1)1l0rEIlTY. lIlUICATE .," r. ~ 17. E I YEI\n. Mtb HMtE OF HOBll.E I suell ^S 12' x 60'. 19 B ,. fLEET'WOOU, (\ l i "EASEtlEHH". "RlGIlT-OF-WAY" Clnd ~IJURlSDlCT10N^L LUtES", mU/l~: be shown on all aJ tl! plall!l. nu IIU1' ENCROACH INTO ANY EASEtlEN'r WITIl ^ STRUCTURE 1I0USE CONSTRUCTION HAU: ,'. N' PROPOSED AOOlTlotf teA'-I: ,'. ..' -"'-~~DIL[ 1I0ME 5[ TUP I IlU..,.-. ,II' . ".' . '''-.'!:~~.'''tri :t"t. ... . ....1101..' __.I'" ":lOl.., .' ...,...',.. I "". ~," 1 : . .' ;,... . 10 · ....,. to'. .. 0'. . ~Il~ ~''':''IO'' If.q.!!~~ ,"\~li1 1~ .\,*:"..!fil ":':!'~i.j.i; 0"'. ., _ -Oto- t . I.... J .: c .u. - 0 . o g n o. 0 R t , .1 ',t' - rt U' ." = ....""... ~ II... . --"l". ..... . ft.... .,. . '.. .. :! It.: a - .. , , !! ,:\; -t1~f .,..,. li,..I."I....."I'.'" i;/~ , r.1~.. ,1.,......, J " .. I: ~ -'.,L o . H..... t' U' 8 i roO roO I'll. .J_ 10' ..,., hOAD "aMl . IIOAO "A"'l 1101'0 .......1 ~ 11 PI' l:1l1: {"II q) i I 0 tt\ 0 o ~ ~ C"' """" ~ r ~, 0 Cl' - c; "4 ...... In ~ ---+- I' lN~t'[ ~ r:. ....... -I ,.,.... -I ('l' r ~ ~ r ~ ~ d ~ ~ ~ l:.~ t t; ~ " , - '.:"'::> "~ ~ ~ ~ 0'\ th ~ 7l:) ~ g ~ 3 '" , ~ ,~ 1 (> C> ~ 'T\~! '1:) ~ 1:-' ~ ! (i;: I ! i I I I f Ii f 0- o ?: ....... I ,..., ?l!l. ~ \1'. -i <l't 'I" ~ ~. ~ lI\ C ! I t \ \ r ~ ~ ... ~ MJOD STUD P. T. PLATE GR'D 5- (MIN.) 4- . (MIN,) T . · .. , ~5' (TYP.) I I / U ~~, " ~ v WOOD CONSTRUCTION 2- T (AlIN.) ,0/9 ALUA/INUM (AlIN, 2" LAP FOR VfRT. JTS.) IKJCO STUD KOOD S ruD P. T. PLA TE: 8' LAP GR' [) 8' ..',.' .. I /u~:, ,I ~ REO'D SOIL SEPARA TION N. T. S, MIN, 2500 PSI CONCRETE 'MTH 6X6-10X10 W. w'M, OR FI8ERMfSH /T'rPICAL) 2'-0" AlIN, BEFORE SLOPE 1- 'j,.: <;"~nNG :"81 _MAX, .................. 4 : .. ,. ......... ..... . . FLAT SLOPE / NO FOOnNG . 2500 PSI CONC. W/ (1) 15 CONT. . .,. IT' .,..,., : '. ;\:;; 12- 8.1 :;\,ji~?J~. ::;: ~ I 12" I . .../ . ~ RIBBON FOO TlNG, (FOR SCREEN ENCLOSURES) 8" X 8" W/ (I) /5 CONT. I'/FT. - 3'/FT. 12" X s' W/ (1) IS CONT. J"/F7, - "'/FT. FOOTING DETAILS ADDRESSING EROSION N. T.S. DAVID NORRIS ENGINEERINfJ DnIGNED TO '']7 STANDARD BUILDING CODE PfR CHAPr, J606 FaR J JO HPH IIIND Pg, j-H EXPIRES AFTER e-Ol-03 SECURE ALUM. PANS W/ 110 X 1 1/2' S,M,S, OJ" O,C. INTO 2 X 4 PLATE sLOP~ lAIN. ." If" 11 OPT/O/'/AL SHEARWALLS FOR: UTILI TY ROOM SEE FTG. DETAIL PAGE I-H SECURE ALUMINUM PANS TO TOP PLA TE: OF END WALL W/ /10 X 1 1/2' SM.S 2 12" O,C, (AND SECURE END WALL vtRT. STUD TO HOST STRUCTURE WI 1'0 X J" o 12' O,C,) NOTE:: ONL Y SHEAR WALLS &- LOAD BEARING WALLS REOUIRE HURRICANE STRAPPING HURRICANE CLIP T. &- 8, OF EA. WALL STUD o 24' 0, C. (MAX.) USE SHEAR WALL STORM 8RACE-X PATTERN MTH M.H. STRAPPING W/ (1) ad 0 EA. STUD. (OR) USE STORM BRACE 1/8" THERMOPL Y ~ NAILED PER MFG,s SPEC's. WI HURR, CLIPS PER ABOV[ D8L. 2 'x4' TOP PLA TE (1) 2" X 4" (IF CONT.) 2"x4" IiOOD STUD WALL 2 . SECURE ALUM. PANS wi (3) /10 S,M,S,/pAN 0 j" O.C, (TYP. 0 EA. END) ROOF ATTACHMENT SEE NOTES BELOW) 8' MAX. 11000 PLA TE: SECURE ALUMINUM PANS TO TOP PLA TE OF END WALL (AND END WALL VEl?TICAL TO HOST STRUCTURE) W/ ~10 X r S.M.S " 24' O.C, 3" STRUCTURAL ALUM. ROOF SYSTEM (TYP.) "--- 8EAM A TTACHEO 0 T4I:8 W/ CAPRI CLIP OR CASTLE CLIP (SEE NOTfS BELOW) 2'x2" POST (SEE CHART Pg, I-E) MAX. 6'-0" SPACING .: '~'.. ~: NEW OR EXISTING 4" 2500 PSI CONC. SLAB - I" X 2" PURLlN) UTILITY ROOM DETAIL (NON-HABITABLE STRUCTURE) I" X 2' OPEN8ACX W/ 1/4" DIA. CONC. A.B. 0 2.f." D.C, (MAX) (1) A.B, 0 EA. POST (2" MIN, EMBED, - TYP.) OR 1/4'~ X 3 1/4' TAPCON HEADER DESIGN: FOR OPENINGS (6' MAX. WIDTH) IN LOAD-BEARING WALLS. USE (2) 2 X 6 NO,2 SP. HEADER W/ (3) STUDS 0 EACH END ( (1) UNDER HEADER) NAILED W/ 16d 0 J' O,C, '" FOR WOOD DECK (SEE NOTE aELOW) SEE FTG, DETAIL PAGE I-H NEW OR EXISnNG 4' 2500 PSI CONC, SLAB wlMONO, FOOTER (TYP,) 1-15 CONT (TYP.) SCREEN ROOM DETAIL * ROOF A TTACHMENT NOTES * FOR WOOD DECK: USE #10 SCREW X 3n LG, (THRU WOOD DECK INTO BEAM OR HEADER) 0 24" o.C. MAX.) USE (2) #10 X J" 0 EA POST FASTENER TO BE DCTERMINED BASED ON CONSTRUCTION OF HOST STRUCTURE #10 S,M.S, X 1 1/2" 0 B" 0, C, IN TO WOOD .QE (2) #'0 0 16" O.C, INTO WALL STUDS .QB (2) #10 X 2" 0 24" 0, C, THRU J/4" (MIN.) FASCIA INTO TRUSS OR RAFTER TAILS f2B 1/4.~ TAPCONS @ 8" O,C, STAGGERfD INTO CONC. W/ #10 S,M.S. THRU REe, HEADER INTO PAN BOTTOM !:&lL. 7 1/4" MIN. EMBEDMENT INTO CONG. 1 7/2" 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 I" X 1" X .060. W/ (2) #10 X 3/4" TEKS INTO EA. FACE QE CASTLE CUP: L 1 1/2. X 2 I/B" X .050" REC. CHANNEL w/ (4) #10 X 3/4" TEKS INTO BEAM OR OPEN BACK &- (2) #10 X 3/4" TEXS INTO EA. S.M.B. OF COL. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE 'MTH THE '97 STANDARD BLDG. CODE 'MTH ALL REVISIONS TO CHAPT. 7605 FOR 170 MPf1 'MNo VeLOCITY VOID AFTER 2-1-03 DA VlD NORRIS ENGINEERING 112 COLEMAN Ro, WINTER HA \/EN, FL. .J3880 (853) 299-1048 Pg. 2-[" ..L!/~ ~I.~I' .~. ~1r~ [i. _' _ . '.'.:J L ~-' . nt.n ,,~ ..... (OPT.) 6' STep FASCIA 1.1/ 1#10 X I' I 16' O. C. OR 2' X 2' X 0, 040 STIFFENER NOTC' TOR OUTSIDC SPANS> 12' usc 2' x3' (VCRT. ) OR 6' STCP FASCIA ( 1) If 1 Ox5/8' W, HEAD SMS. TOP OF EACH RIseR. ROOF PAN I' X I' X 2' X Q 060' ANGLE CLIP W/ (2) fl10 X 5/8' W. HCAD '!iHS, CACH WA y, FOR WOOD CONNECTION If 10 X 1-1/2' ~ HCAD SMS THRU ROOF PAN I. BOX HCA1JCR 5' ON CCNTeR INTO HOST STRUCTURE, TYP, SCCTION DCTAILS N T. S, NOTD AT CORNeRS use (1) 1/4' DIll. X 2 J/4' CA. DI~ . 4' (MAX, ) FROH CORNCR. ~1 X 2 ALUM. BAse PLA TC 2 X ALUM. COL. (1) 1/4' DIA. X 2 1/4' CONC, A. B, DR TAPCON I 24' 0. C, I' X I' X 1/16' X 2' /ALUM. CLlP W/ (2) flJOs X 1/2' TeK SCRews IN CA. DIRCCTION 4 4 4'. . .4 .. '. ", .. .. '<I' . .... ~. 4 . SLOPE: ,.,IN, 1/4' /FT. '. .. BASE PLATE CONNECTIONS (SCReeN ROOHS) N. T. S. (2) 1/4' DIA, STL. THRU N1I.. TS (TYP. ) 2 X ALUH JJeAN 3 x 3 ALUM, COL. NOTD TH€ JJrLOW DeSIGNS IIILL CARRY A CONTRIBUTARY LDAD or 1:stJ S, F, - foCW 8' X 8' rrG. (JOO $, F. - eXIST. 4' SLAJJ) ALUH. BASC INSCf?T 11/ (2) J/4~ JJJA. X l! 1/2' TAPCONS & (2) 1/4' JJIA. THRU N1I.. TS IJB 2' X 2' X J/8' ALUH. ANGLC 11/ (2) 1/4' DIA. X 2 1/4' TAPCON ell. SIDf or COWHN 1.1/ (l!) 1/4' DIA. THRU JJDL TS fIE 3 1/8' X / 1/2' X //8' RCCCVING CHANNE:L 11/ ([!) 1/4' JJIA. X 2 //4' TAPCDNS & (l!) 1/4" THf?U 8DL TS J1B ALL or THe AJJDVC HAY BC CONNeCTeD TO 1I00D HeADeR BY SUBSTITUTING t4) #10 S, H. S, <e' HIN. EHBCD) FOR TAPCONS. ., . "'~1:"\"'.~'~'. :~."':":0" 3 1/2' . ..... .... ". '.. . . .. ( /of 1 N ) . 4..... .... :...., ;~'~.'~li"~';":~".:~:'''':''~':'~~..'; . EXISTING 4' CONC. SLAB W/ N[) CRACKS WITHIN 30' or POST !J!i. NCII THK' NO 8' X 8' HONO FOOT I NG W/ (J) 1#5 CaNT. Qf! WOOD DCCK 11/ DBL, 2 X 6 (HIN.) peRJMeTeR HeADeR tiJ1L( SCE DeTAIL BELOW WHeN HOST STRUCTURe IS MASDNARY 1# 10 X 5/8' W, HEAD SMS THRU ROOF PAN RIseR ON 12' CENTER INTO STIFFCNeR A TeACH CND OF ROOF, 2' X 2' POST SHOWN 4-11/0 X /' ~ H. ~ PCR POST JNTO JNTCfUOf? SCRCII SPLINeS /. X e' OPCN JlACK BDTTOM PLATC (1) 1/4'_ X 2 1/4' CONC. A. B, OR TAPCON , 24' A, C, KICKPLATC OR CABANA SKIN (NIN. 0.019') ATTACHeD 11/ POP RIvers OR IIJO X 1/2' S. N. S, , J6' C, C, E:XTRUDCD HCADfR 11/ 1/4" X e 1/4' TAPCDN$ . 8' O. C. STAGGERCD ~ ~ ~ \I) ~ ~ ::!: >- Q:: 000:: ~ ~ PANS . 3' O. C. HIN. (3) peR PAN MASDNARY / HEADER A TTACHMENT DETAIL IV. T. S. POST CONNECTIONS (CARPORTS / OPCN PATIO) DAVID NORRIS CNGINeeRING DeSIGNeD TO '97 STANDARD BUILDING CODe PeR CHAPT, J 606 FOR J 10 NPH III ND Pg. j-F N. T. S. CXPIRCS AFTeR FCB. 1, 'OJ )[ POST LENGTHS AND SPACING FOR WALLS SUPPORTING SOLID ROOFS (12' SPAN+1' O/H) 1f 14' / ' 168' ) 192' ) 2424 1856 1-466 1188 825 606 464 4280 3277 2589 2097 1456 1070 819 3040 2328 1839 1490 1034 760 582 3451 2642 2088 1691 11 74 863 661 6527 4997 3948 3198 2221 1632 1249 9708 74]3 5873 4757 3303 2427 1858 12836 9828 7765 6290 4368 3209 2457 10' DIA. GRADE: POST NOMINAL SCREENED WALLS SOLI D WALLS WALL SIZE: HE:1GHT POST SPACING POST SPACING 7' 5'-8' e' - J 0' c' xc' xQ OW' 8' 4'-Q' 2' - 0' 2' x 3' x, 050' OR 7' 8'-0' 4' -a' C" X C" VI (J) [ 8' 6' -0' ]'-0' 9' 5' -0' 2'-4' 1 1/i!' X2 118' X , 060' 10' 4'-0' 2'-0' 7' 5' -7' 2' x]' x, 070' aR 8' 4'-2' i!' X i!' VI (.?)[ 9' 3' -]' 1 1/i!' X.? 1/8' X, 060' 10' e' -9' 7' 10' 6'-2' 8' 9' 4' -7' ]' x]' xa 060' 9' 8' 3' -7' 10' 7' 3'-1' 7' 9' -]' 8' 7' -o~ . 3' xJ' xQ ()93' 9' 5' -5' 10' 4'-8' 7' 12' -a' 8' 9'-0' J'x]'xa 1~' 9' 7' -0' 10' 6' -a' 2500 PSI CONC, C 'HPACTE:IJ F LL · 2 DIHE:NSI0NAL LOADING - COHBINE:D AXIAL (ROan &. BeNDING (WIND) LOADING, FOR EACH ADDITIONAL rOOT OF ROOF SPAN (OR OVERHANG) > 13' REDUCE POST SPACING BY 8X OR FOR EACH FOOT OF ROOF SPAN (OR OVERHANG) < 13', INCREASE POST SPACING BY BY., H=24' 3/8' DIA. RE:BAR 6' LG, THRU POST . .,. . .. .' 4-, ~. .. ., 1f5 REBAR CONT. J 8' HlN, ~ THK/ Nfl SLAB EDGE DETAIL N, T. s. IE' DIA. PDST FOOTING DETAIL N. T, S, NDTD THe ABDVe DESIGN WILL CARRY A CONTRIBUTARY LOAD OF: 50 S. F; 100 S, F. FOR H=30',J AND 150 S, ~ FOR H=36' IJAVID NORRIS ENGiNEERING DCSIGNCD TO '97 STANDARD BUILDING CDIJE PER CHAPT. 1606 FOR lIO HPH WIND Pg. l-E EXPIRES AF7[R 2-01-03 IN TERL OCKING ROOF PANS ROOF PAN (ALLOY J003 H-16) PAN MAX SPAN TlfO(JCS;; S;c ItIAX, SPAN II ([HER !II. [~~ "1 .026 .450 1.1'- 4-' 16'-0' 't' VARIES"'.... I I. Ir ~ ,032 .608 15'- 6' 18'-6' [f '( - ,032 -..... { ,OJ2 ,J46 11'- 0" IJ'-O' I Ir . ~I NOTE:: PANS MA Y OVERHANG 1/5 OF SIMPLE SPAN, (UP TO J' MAX.) SPANS MA Y BE INCREASED 2" FOR EACH Ir OF OVERHANG. CONSUL T AN ENGINEER FOR GREA TER OVERHANG. SECURE ALUM, PANS W/ (J) /10 S,M,5./PAN W/ W....SHERS (TYP, . E...., ~NO) OPE J'STRUCTURAL ALUM, ROOF S'YSTEltl 2" 5.M, 8EAM (SEF CHARTS) (2) 1/4" OIA,J( .J 1/2" ST. THRU 801. TS J 1/6" X I 1/2" X 1/8" [ BASE W/ (2) 1/4" 01..... TAPCQlVS OR EOUIV./pOST W/ (2) 1/4' 01..... x J 7/2" ST!.. THIN 801. TS - TOP OR SIDE MOUNT ALLOIlf:O- ALUM. BASF INSERT W/ (2) 1/4" 01..... X 2 1/4" TAPCONS (2" MIN, -EM8ED, TYP.) SFC'JR~ ALUM. COL. w/' (2) 1/4" 01..... THRU BOLTS .... . .,'/1 NEW OR EXISTING 4" 2500 PSI CONe. SLA8 (SFF PAGE I-H) SEE POST CONN. D~TAILS PAGE: l-F CARPORT / OPEN PA TlO DETAIL W/ ROOF ATTACHMENT N.rs. ALUMINUM ROOF PANS - 12' X 2. 5' X 8105-H381 PANCL AS MANUFACTUReD GY ROYAL ALUMINUM. INC, , LECS.BURG, FLORIDA IIIND SPAN .,,/ SPAN .,,/ SPAN ./ THICKNess VCLDC I TY 1 ' tJ/H ;:>, tJ/H 3' n/H OPCN 100 />/PH 13' -8' 14' -0' 14'-4' BUILDING .024' 110/>/PH /2'-8' 13'-0' 13'-4' 120 />/PH / I' -8' /2'-a~ 12'-4' PARTIAL 100 MPH / l' -s' /2'-0' 12'-4' eNCLoseD .024' 110,.,PH 10' -S' 11 ' -0' 11'-4' BUILDING /20 "'PH / 0' -0' 10'-4' 1 0' -s' ENCLoseD 100 "'PH 13'-4' 13' -8' 14'-0' BUILDING ' 024' 110,.,PH J2'-O' J2'-4' 12'-S' 120 HPH J l' -4' II' -8' 12'-0' ROOF A TTACHMENT NOTES F ASTfNER TO BE DETERMINED BASED ON CONSTRUCTION OF HOST STRUCTURE /10 S.M.S. X 1 1/2- 0 8- O.C. INTO WOOD J2fi (2) /10 0 15" O.C. INTO WALL STUDS J2fi (2) /10 X 2" 024" O.C. THRU J/4 (MIN.) FASCIA INTO TRUSS OR RAFTER TAILS J2fi 1/4"~ TAPCONS 08" O.C, STAGGERED INTO CONe. W/ /10 S.M.S, THRU REC. HEADER INTO PAN BOTTOM 1:iIllL. 1 1/4" MIN. EMBEDMENT INTO CONC. 1 1/2" MIN. EMBEDMENT INTO ...oOD * REPLACE ALL DETERIORA TlNG WOOD; W/ FASCIA SECURED TO RAFTER (TRUSS) TAILS DAVID NORRIS ENGINEeRING DESIGNCI) TO '97 STANDARD BUILDING ClJJJC PER CHAPT. J 606 FOR 1/0 HP/1 III ND Pg, 1 - D EXPIRes AFTER 2-01-03 MAXIMUM COLUMN SPACING - SIMP~l SPAN CONT NUOUS ROOF PAN SPAN ( I NCL. 1 FT. 0, H, ) ~DGE BEAM SIZE 4' 6' B' 10' 12' 14' 16' 18' 2 X 2 X , 044 .6' -4' 5' -6' 5'-0' 4' -6' 4'-2' 3'-11' 3' 8' 3'-6' Patio fxt. 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'-10' 6 -:r 5' -10' 5' 6' 5' -2' 4' 10' Patio fxt. 10'-0' 8' -8' 7' -9' 7'-]' 6' -7' 6'-E' 5'-10' 5'-6' 2 X 3 X , 050 7' -10' 6'-10' 6'-1' ::J -r 5'-2' 4' 10' 4' -7' 4'-4' T I It fxt. 8'-B' 7' -8' 6'-10' 6' -3' 5' -10' 5'-6' 5'-2' 4'-10' 2 X 4 X , 044 J:J - 11' B' 10 -y )I -b B' -10' B' -3' 7 -'Y' 7 -4' X . 120 S, M. B. }4'- , 12' -fo' 11'-6' lU'-b' 51' -9' 9'-2' B'-8' B'-2' e X 4 X , 050 9' -1 " 8' -7" 7' -8' 7' -0' 6'-6 6'-i?' 5' -9' :5' -6' T / It fxt. 10' - '0' 9' - 7" 8'-8' 7'-10' 7'-3' 6'-10' 6'-5' 6'-1' 2 X 6 X . 055 19' -0" 16'-7' 14' 10' 13' 7' 12' 7' 11 ' 9" 11'-1' 10'-6' X . 120 S, M. B. 20' -10' 18' -2' 16' 3' ]4'-11' 13' - 9' 12'-10' 12'-2' 11 ' -7' 2 X 7 X , 062 18' -10' 16' 10' 15' 5' 14' 4' 13' -5' 12' -8' 12' -0' X , 120 S. M. B. 20'-8' IB' 6' 16' -11' 15' B' 14'-8' 13' -11 ' 13' -e' 2X 7 X , 062 21' -2' 19' -4' 17' '10' 16' 9' 1:3' -lU' 15'-0' S. H, B, W/INSERT 23'-3' 21 ' - 3' 19' -B' 18'-4' 17' -4' 16'-6' e X 8 X , 07i! i:U -:1 18' '11 ' 1 7' -B' 16'-8' ~. :10' X , 224 S, M. B. ee'-Y 20' -9' 19' -5' 18'-4' 17-=Y 2X 9 X , 072 i:i: -6' eO' - 9' 1 'Y' -6' IB'-6' 1/ -6 X ,224 S. M, B, e4' -lD' 23' -0' 21' -7' 20'-5' 19' -4' . ~DG~ B~AM SPAN TABL~ -j f-1 'O/H (TYP, ) -j f-1' O/H (TYP, ) 1/4' /FT, (MIN. ) 1/4' /FT. (MIN. ) ~ ~ ... 12' AL. ROOF PANS ... l...J ::t l..J ! ~ ~ ~ ::t VI .:q VI .:q ~ ~ t:l ~ ~ ~ EJ c:5 fJ SPAN l..J EDGE BEAM PLAN CENTER BEAM PLAN MAXIMUM COLUMN SPACING - SIMPLE SPAN CONT I NUOUS R lOF PAN SPAN CENTfR BfAM SIZr 5' 6' 8' 10' 12' 14' 16' IB' E"X6"x.055x. leo ir-f 13' -8' 11 ' -10' 10' -8' 9' -51' 9' -0' , -5' 7' -11 ' S~/t' Hatlno Ext. ' - " 15'-0' 13' -0' 11'-8' 10'-B' 9'-10" , -3' 8'-8' E" x 7' x. 06Ex. 120 17'-] 15' 7' 13' 5' IB'-O' 11 ' -0' 10' -B" , -6' 9'-0' Sf'/r Mat/no fxt. lB' 10' 1 7' -1 ' 14' -f}' 13'-2' 12'-0' 11'-2" '0'-6' 9' 10' B' x 7' x, 062x, lBO el'-6' 19' 7' 1 7' -n' 15' -1 ' 13' 9' 12' -B' 1'-11' 11' -4' Sf' / r Me t / ng fxt. 23'-6' 21'-6' 18' -7' 16' -6' 15'-2" 14'-0" 13' -1 ' 12'-4' w/lnSf'rt 2" x8" x, 072><, 224 c:'i:' -t:/ 20' '8' 1 7' -1 I ' 16' 0' 14' -7' 13' -6' 'r' - , 11'-11' Sf'If' Mat/no fxt, 24' -10' e2' 8' 19'-1' 17' -6' 16' -0' 14' - 1 0' , - 0' 13'-0" 2" ><9' x, o 72x, 224 i?5'-i?' 22' - I 1 ' 19' '10' 17' 9' 16'-2" 15' -0" ~ -l ' 13' -3' Sf'If' Motlno fxt, 27' -6' 25' -2' El' -9" 19' -6' 17' -51' 16'-5" , - , 14'-6' CENTER BEAM SPAN TABLE NOTD VALUES .'lAy BC INTeRPOLATCD FOR lNTeRMCDIATC LENGTHS DR SPACINGS DAVID NORRIS CNGINEERING DESJGNF:lJ TO '97 STANlJARlJ BUILDING CODE PC~ CHAPT. 1606 FOR 110 MPH III ND Pg. j-B eXPIRES AFTER FCB. I, '01 1 4" .050" . 120" I .... fJi -6;]j .050" SX=. 98 SX=. 23 SX=. 44 SX=. 35 SX=. 55 I, 2 .1 I .J" .1 I, 2. I 2" ,044 2'" X 2" 2" 3" T; / t x 4'" T; / t 2" x 4'" S. H. B. HE:IGHT/SPAN HeIGHT/SPAN 16 ' - 25' - 01 14' - 6' l' - 81 J' 9' - 41 I' I , - 11' - 0' 6' - 41 0' 41 9' 8' 41 S. 120. 2'" )( 61 $, H, B. i SX"I, 97 7" 8" 2'" )( 71 $, H, B. i 2' X 81 S. /<4, B. 120 .224 SX=2. 54 SX=4, 44 {.-, HCIGHT/SPAN 3' 4 - 2' 2' 4' 34' - I '" " 31' - - 4' - 6' 7' 2 - 4' - 1 1 8' 4' - 8' 6' 9' 3' - 2' 10' 22' - 01 29' - 01 o!1tS-\~ HCIGHT/SPAN 3' 35' - 4' 4' 30' - 8' , 7' - 4' , '~' - . , '3' - , , 1 ' - , , n' - . :1, ' 19' - 4' 9" 9" SX-5. 47 j 2'" X 9'" X , 072 X . 310 S. /<4. IJ, SX=6, 77 j 2' X 9'" X . 072 X , 224 S, M. IJ, .224 .310 .072 TYPICAL ALUMINUM CDLUMN & B~AM DETAILS TABL~S FOR SCR~~N ROOMS & ROOFS DNL Y Narc. 1) 8CAH SPANS HAr BC INCRCASE:IJ eo:>: WHCN CaNTINUDUS aVCR INTeRIOR COLUMN SUPPORT Z) IlLL 8EIlH SPANS ASSUMe LA TCRAL PURL INS (e' xc') , '70' FRAMC]) ACROSS ROOF' CACH POST IN SCRCENE]) SIDC WALLS 3) VAL,UES HAr 8E INTERPOLATED FOR INTER"'!:DIAT!: LCNGTHS OR SPACINGS ])A V I D HaRRIS CNGI NCCR ING IJCSIGNCD TO ''77 STANDARD lJUlLDING caDC PCR CHAPT. 1606 rOR 110 MPH "/NJ) Pg. l-A CXPIRe: AFTCR 2-01-03