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Home My WebLink About97-6474 BUILDING PERMIT N~ CITY OF ZEPHYRHILLS Permit (813) 788-6611 Date d. -I J--l7 -6474 if G~L:O ELECTRICAL PLUMBING MECHANICAL Sewer Conn Property Owner: Job Address: Parcel 1.0. # ~' k~ Co .~ iJ, _ .;!. ~L~ Water Conn: Water Meter: T.I.F.'s: Zoning: ~2Pergy ~ode: Description of Work #~ t'~l I D X &-- ~7;::~dApr FINAL C.O. NO OCCUPANCY BEFORE C.O. DATE Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. Inspector DATE ;/; Permit Fee Signature Company Address Telephone# ~~fV Valuation or Contract Price :1 tJ &-lJ . t!fi) ./ City License Registration # State Certified License# ".I"VJ)., J7 /) 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 Fifteen and 00/100 Dollars ($15.001 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 PKRKlT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT OWNER'S ADDRESS I~G/t./C ::h'uv 73;J,;;", ,./ L~17D~~ D Dr-- PHONE j7J' 3. :;'9~D ? jl~ F&, 3~S~<fo OWNER'S NAKE JOB ADDRESS LEGAL DESCRIPTION: WT(S) PARCEL 1. D. t BLOCK SUBDIVISION (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPOSED:_New Construction _Addition _Alteration _Repair _Install _Sign _Move _Deaolish PROPOSED USE: _Single Faaily _KIF _' of Units _K/H _eo..ercial _Indust. _Swia. Pool _Other _Restaurant & Health Department Approval DESCRIPTION OF WORK: BUILDING SIZE: x Square Feet, Height RESIDENTIAL: COMMERCIAL ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORKS. ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORKS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERMITS REOUESTED _BUILDING $ Valuation of Total Construction _ELECTRICAL AMP Service Florida Power Corp. W.R.E.C. --1IEGIIAIilCAL $ Valuation of Mechanical Installation _PLUHBING GAS ROOFING SPECIALTY TYPE OF CONSTRUCTION: _Block _Fraae _Steel Other FINISHED FLOOR ELEVATIONS: FT. IS PROJECT IN FLOOD ZONE AREA? YES NO .......................................... CONTRACTOR SECTION BUILDER Signature COMPANY ~ ~~ State Cert. or Regist. . .. City License Registration' . ....................................... F.T .R.CTRlCIAN COMPANY State Cert. or Regist. . SignAture City License Registration * .......................................... PLIDmER. COMPANY State Cert. or Regist. t Signature City License Registration . .......................................... MECBARICAL COMPANY State Cert. or Regist. * Signature City License Registration , ............~............................. OTRF.R COMPANY State Cert. or Regist. . Signature City License Registration f .......................................... APPLICATION APPROVED BY PKRKlT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS fbe undersigned understands tbat this perlit lay be subject to "deed restrictions" wbich lay be lOre restrictive than City regulations. Tbe undersigned assUles responsibility for cOlpliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner bas hired a contractor or contractors to undertake work, they lay 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 lilY be cited for a lisdeJeanor violation under state law. If the owner or intended contractor are uncertain as to wbat licensing requireJents aay apply for the intended work, they are advised to contact the City of Zepbyrbills Building DepartJent, (813) 788-6611. FurtherlOre, if the owner bas hired a contractor or contractors, he is advised to bave the contractor(s) sign portions of the "Contractor Sections" of this application for wbicb they will be responsible. If you, as the owner sign as the contractor, you are indicating that you, rather than the contractor, are responsible for tbe work. If the contractor wisbes you to sign as contractor that lay be an indication that be is not properly licensed and is not entitled to perlitting privileges in the City of Zepbyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTION LIEN ~AW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, bave been provided with a copy of 'Florida's Construction Lien Law - HOIeOlDer's Protection Guide" prepared by the Florida Departlent of Agriculture and Conslller Affairs. If the applicant is sOJeone other than the "owner", I certify that I bave obtained a copy of the above described dOCUJeDt and proJise in good faith to deliver it to the "owner" prior to cOllellcelent. E. CONTRACTOR'SjOWNER'S AFFIDAVIT I certify tbat all the inforlation in this application is accurate and that all work will be done in cOlpliance with all applicable laws regulating construction, loning, and land developlent. Application is bereby lade to obtain a perlit to do work and installation as indicated. I certify that no work or installation bas COIIenced prior to issuance of a perlit and that all work will be perfoIJed to leet standards of all laws regulating construction, City codes, zoning regulations, and land developleDt regulations in the jurisdiction. I also certify that I understand that the regulations of other goverDIeDtal agencies aay apply to the intended wort, and that it is IY responsibility to identify wbat actions I lust take to be in cOlpliance. Such agencies include but are not lilited to: * Departlent of EnviroDleDtal Regulation - Cypress Baybeads, Wetland Areas and EnvironJentally Sensitive Lands, Water/Wastewater Treatlertt * Soutbwest Florida Water Hanagelent District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses * ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways * Departlent of Health & Rebabilitative Services, EnvirODlental Health Unit - Wells, Wastewater Treatlent, Septic Tanks * US EnvironJental Protection Agency - Asbestos abateJent I also certify that, if fill laterial is to be used in Flood Zone "A" or "A, etc. ", it is understood tbat a drainage plan addressing a 'cOlpensating volllle" will be subJitted wbich is prepared by a professional engineer registered in the State of Florida prior to perlit. issuance. A perlit issued sball 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 is~uance of a perlit prevent the Building Official frOJ thereafter requiring a correction of errors in plans, construction, or violations of any code. Every perlit issued shall beCOle invalid unless the work authorized by such perlit is COllellced within Sil IOntbs of issuance, or if work authorized by the perlit is suspended or abandoned for a period of Sil IOntbs after the tile the work is coamced. One 90 day extension of tile, lilY be allowed for tbe perlit with fee cbarge of $15.00. Tbe extension sball be requested in writing to the Building Official. An approved inspection 8USt be logged during each sillOnth period, or the project will be considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEHEIft' HAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMmS '1'0 YOUR PROPERTY. IF YOU IJlfEHD '1'0 OBTAIN FIIlAlfCIHG, CONSULT WITH YOUR LEIfDER OR All AftORNEY BEFORE RECORDING YOUR HOfIC! OF COMMENCEHEIft'. JOBS UlfDER $2,500 IN VALUE DO NOT NEED TO RECORD AIfD POST A "NOTICE OF COHHENCEMEIft'". SIGMATURE: OWNER OR AGEIIT SIGNATURE: CONTRACTOR STATE OF FLORIDA coum OF The foregoing instrument was acknowledged before me this , 19_ by.. STATE OF FLORIDA coum OF The foregoing instrument was acknowledged before me this , 19_____ by who is personally known to me or who has produced as identification and who did/did not take an oath. who is personally known to me or who has produced as identification and who did/did not take an oath. (Signature) (Signature) (Name Typed, Printed or Stamped) NOTARY PUBLIC (Name Typed, Printed or Stamped) NOTARY PUBLIC .' SMITHBIL T INDUSTRIES, INC. o ' ... ~ PORTABLE BUILDING ANCHORS I: :. BUILDING ANCHOR SCHEDULE NO. OF ANCH. @ NO. OF ANCH. @ TOTAL ANCH. BUILDING SIZE END OF BLDG. SIDE OF BLDG. PER BLDG. 8',10'& 14' WIDE TO 24' LONG 4- - 4 48' 4 2 6 50' 4 4- 8 20',22'&24' WIDE TO 24' LON( 8 - 8 48' 8 2 (0 5(J' 8 4- 12 SIDING BUILDING ANCHOR DA TA MODEL BAR EYE HELIX UPLIFT CAPACITY NUMBER LENGTH DIAMETER DIAMETER DIAMETER IN NORMAL SOIL : J6SHE34 30' ~' 1~' 4' 2500 Ibs. NOTE: THESE ANCHORS MEa THE WIND REQUIREMENTS OF THE 1994 STANDARD BUILDING CODE AND THE AMERICAN SOCIETY OF CIVIL ENGINEERS STANDARD CODE ANSVASCE -9J. r'--'--' - 2x4 WALL STUD ~ 3fiJ'flx4' LAG BOLT & LEAD ~ SHE/LD @ 6'-0' O.C. .. I>< - 2x6 P. T. PLA TE .... '..., - '. .. J .. ." . .. ..... ., ~ .. \. ..... , . ~.'.~' - . JI. ( CONC. SLAB TYP. CONN. TO CONC. BOLT THRU ANCH. &: 2x6 ~SKID (7YP.) SKID OR HEADER BEAM . w/ %'[8 x 4' LAG BOLT r SIDE ANCH. D8L WIDE . .' ONLY, ,,-- --------------,. BAR ~:~--- --- --- - - ------ ~: I I ~L------.-------.--~ I dt:Z4.~ctJ;;: ENI!_ANCH. ANCHOR SPACING PLAN L' -TYPICAL ANCHOR - i/l 'f /'lG · 0 eo.- $QU NONe D....WN rr D.llf:. Qt(CllQ rr "-,1.11. OltClllD rr DAn LOCAllOH Of' JOII Mv1 ~. 110OII., IffO AbOCIATU. ttc. ---.. -.- 1l1'1CAL. I'ORTA8I.E fllAl.DlNr; ANCHORS .I ,1IO.Itt:T "0. owe. ,.q A-I IRlVl II I. ,/~>': , :'K,;';i'~;{<t '" "" '\~" W061 Hwy. 92 West ,,;,': ',,' :", Auburndale, Florida 33823 '..:~.'I'''::::.'''_.~~_ (941) 665-3767 c) eJ).,.Il.n J2}{ A · .'i.L.~ Tli22, ~ %. . l (--I" .tO~AAA <.J-.:7'/ h~~ ~/L.~l!e /;-;II~ Phone:5'/j' <&(c: 3 2'1 S'"'43tfice: '" SOLD TO: L09a\iorl (8 fl Terms: Qty. I J ~J I , l)A ., 3 )'t/D Phone: Other Shipped To' (,) ./ 5l Trim Color If) I lR~?f~ .lJ~ Jf/~:t; rvA....c-{t. Size Model (S;1 ~) Base Colo/ ,j Illt;"(f M"NUF"CTURERS Of T~ 8U"'81 Customer ORC Office t".i:"~.I"'-tI""' "'''~' ~ Contact Person: Unit Price Amour 11 f,J () Door Size Door Size rf;; 'I )/) /1 j)(.lcJ~ Hinge Hinge Style Window(s) ~ts) k~ I j !?IJ 0 f:." Style Size -l ;/.1 L/ 0 Size f t.-~ i- Vent(s) Electric __1),0 c/ ~~ ~) 0 ~ ~r dn '. 111 Loading Instructions: (,r1f..)/';'. <.0--'-- Ui\ .....~ ~.~t" Comments: -E >>c 'i :1 tI 0 R, LIt: 1J.)A ~1 ,., Sale Amount Misc. Charges Freight Sales Tax Total Amt. Received Balance Due ,/ )-IY"//) jS,o D I Sf), 0 lJ Terms & Conditions: 1) Price of building includes delivery and setup, Le leveling & anchoring. 2) Customer is responsible for any necessary pen installation of building. 3) Smithbilt Industries is not responsible for re~\ fences, trees, existing sheds, etc. 4) Smithbilt Industries is not responsible for dama underground utilities. 5) All electrical connections should be made by a electrician and completed per existing Nationa Electrical Code and local Code Requirements. Customer Signature (J,!-;", /),/1 J 1,~,-j CITY OF ZEPHYRHILLS BUILDING DEPARTMENT OWNER JOB LOCATION PARCEL LD.' # SHOW ALL EXISTING &: PROPOSED STRUCTURES GIVING DIMENSIONS &: SETBACKS. /""" J ~ t '- () '- Ibl lox d-o I ALLEYWAY ACCESS FOR GARAGE OR CARPORT - 15 FOOT SETBACK REQUIRED. -.. ~ ~ UTILITY BUILDINGS MUST SHOW SIZE & FOUNDATION INFOR- MATION. FRONT PROPERTY LINE (NOTE EXAMPLES 1 & 2) STREET 1. SETBACKS FOR R1f R2 ZONING 60' 2. SETBACKS FOR R3 ZONING 60' 1 0' 10' 10' EXISTING 10' PROPOSED 20'SGL FAM 30 ' DUPLEX 1 0' 10' P E R X o I 10' P S o T S I E N D G 10' 20' FRONT PROPERTY LINE FRONT PROPERTY LINE U 2: Cl LO Ol Ol ....... N .... .... LO r.; .... LO ..... Ul ~ --t (lJ ~ r- .~ I (J) W ::C (J) - LO "'f ....... "'f Ol - ~ c:> ~ o 2: .... - W 2'-0" VAR/ES FRCiJ 8'-0~ TO 50'-0" JOiSTS SPACED ~ 2'-0" (jV CENTfR - 1 x 3 BRIDGING 2'-0" ," x 4" ALPINE PLATE (N.S. - F.s.) (rrp. f) EACH BENT) 1'-4" JOiSTS SPACfD ~ l'-r ON CENTfR "-4" 2 x 6 HODEl? ~ USE 4 ROWS OF (3)-2x6 BEAMS / fOR 14'-0" 'MDE BUILDINGS. .. ... . 2 x 4. COllAR STRUT () EACH BENT 1 )( 3 BRIDGING , I ~ ~~ a: ~~ ~ ?Cn t.,::t;;:: USE (3)-2x6 BEAMS FOR BLOGS. 8'-0, 10'-0" & 12'-0" THA T EXCEED 24'-0" IN lENGTH (TYP.) 2 - 2 )( EAM WINDOW OPENING l c;:) .1 USE (2) TOE NAILS (MIN.) ~ :--- .... ~ ~ 4" AlU!J/NUM LAP SIDING ROU l '- 2 x 4 BENT (TYP.) ~ l l:2 NO TCH TOP OF BEAll - .1 ~ TO ALLOW JOIST TO PASS CI::l .1 ~ ~ "'- THRU - $[E ~SIDE [LEV. ~ w/DOOR &- WINDOWS' e: :..: t3 ~~ a: 1 x 4 BRIDGING ~ 3/4" PL YWOOD FLOOR AW!J/NUM TRIM 2 - 2 )( EAM 2 x 4 BOT. PLA TE (TYP ALL Ai?O/)ND) 2 x 4. BENT (TYP. - 5EE SIDE WAll [LE'IS.) MNDOW OPENING . . l.I) ~ <0 ~ I ~ ~~ ~ fl::: R) ~I.:::: ~ 2 x 4. BO T. PL A T[ 2"x8" TRULOX PLAT[ (T'rP. () EACH BEN r) 2 x 6 HEADER '- 6" -l r FLOOR FRAMING PLAN SCALE: 1/2"=1 '-O~ 6" --1 I- I t= t= I-- ... ~ '),1- .. VARiES w/ DOOR OPNG. &- BLDG. WIDTH 2)(4 2)(4 ALUMINUM CUTTER (TYP. A80\if DOORS .t 'MNOOWS) 2 - 2 )( 6 BEAM (TrP.) 1" x 4. ALPINE PLA rEo (N.S. - F.S.) 3/4" PL YWOOD FLOOR 2 x 4. caLAR srRUT x 3'-1" 1:. () EACH BENT 1= TYP. ROOF SLOPE 1 x J BRDG. ~ .1.110.- SPAN (TYP. FOR BLOG5. 10' x 16' & LARGER) 2 x 6 HEADER V) ~ ~ ..... :..: <"-4 2 x 4 DOOR HEADER 1 x 3 BRIDGING - = 2-2x4 DOOR HEADER f EA '-'f" W P. 3'-6" ALUMJNUM DOOR w/ LOCK -"' ~ '- '- ~ ~ )( <"-4 2 x 4 HDR. '\ 1 '\ I '\ 1-- '\1 1'\ I '\ I '\ I 2 )( 4 SILL \ USE 2-2 x 4 BENTS @ BOTH ENOS OF BLDGS. 16'-0" LONG &- LARGER 2 x 4 'MND BRACE TYP. ~ 4 CORNERS (14'-0. 'MDE BLDG. ONL r) 2 x 4 2 x 4 2 x 4 2 )( 4 6-_=1 L6" '\ / '\ I \ I \j 1'\ 1 '\ _ 1-~ VI '\\ ~ 1 x 4 BRIDGING ",' " 7 3'-6" - (DOOR OPNG.) J'-6- (DOOR OPNG.) l ~ .... . ~ ..... - 'tt1NOOW - OPNG. ( TYP.) .- 2 x 4 BEN T VARIES N/ DOOR OPN G. &- BLOG. MOTH IW) . I "4 <.0 I "4 ....." ~ . ~ C) Q I "0 ~ Q ~ -" ~ ~ ~ . I <0 ~ Q ~ 4 - ~LUMINUM LAP SIDING . 'J) I 2 x 4 2 )( 4 1 x 4 BRIDGING 1 . I ~ .... <.0 1 x 4 BRDG.- NOTCH 2 x 4 (TYP. g EA. BEN T) 't- 't- '>< '>< "4 "4 - ~ :>< "4 ~ :>< <"-4 I <"-4 ~ '>< C'i '? :..: ~ , ! 2'-0" i L' .1 i (TW} ! \ ",'~" ~ .., t ~ ~ 2 x 4 BOT. PLATE '2 x 4 Bor PLAT[ _= ~ 1 r/PLYtfOOO ,--------/---------------------//--/------------------- t~~f 2 6 HEADER ~ 2 "x8" TRULOX PLAT[ W/(4J!VAILS / 2 - 2 x 6 BEAM (BEYOND) ~*' J [ .r ~ . )( TOP &- BOT. &- (4) rOE NAILS () " ~ 1 1/2 DEEP NOTCH IN Bor OF fA. Sl1JD (TYP. f) EA. 3/~ PL Y'IfOOD fLOOR J__ _:; rop OF 2-2).6 BEAM BENT &- TOP & BOT. OF END ~ g [ACH JOIST WALL STUDS) SIDE [LEVA T/ON wi DOOR & WINDOWS . .... . I "') . :; I 1'-6. o.c. <"-4 'lAX. (TYP. 2 x 4 BO T. PLA T[ 2 x 4 BO r. PiA T[ C) b t ~ 3/4" PL YWOOD FLOOR 2 x 6 JO/ST 2 _ 2 )( 6 BEAI.,! (T'rP.) ~ ISOMETRIC OF BUILDING SCALE: 1/2"=1'-0" END [LEVA TION wi DOOR SCALE: 1/2"=1'-0. DESIGN LOADS 6" -l F2 x 4 OUTRIGGERS - SEE r ISOME TRIC OF BLDG. FOR SPACING. SCALE: 1/2~=1 '-0. 1. FLOOR U'rf LOAD -------- 75 P.S.F. (JOISTS r) 24" o.c; 2. FLOOR LI'rf LOAD ------- 125 P.5.F. (JOISTS () 16" o.C. 3. ROOF UYf WAD -------- 20 P.5.F. 4. WIND LOAD (120 M.P.H.) --- 26.49 P.s.r. 6" -I I I I ~- = = = 1 x 3 BRIDGING = ~ -"' - ~ t'- '- ,..... '- ~ Qj i '? 2'-0" , )( (TYP.) I C'-I I 1 x 4 BRIDGING - rr / f- SEE .SIDE [LEV. 1'1/ DOOR l &- 'MNDOWS" FOR INFO:--- l,....-- ..... I NO T SHO ltN .., 2 )( 4. BO r. PLA TE T/PL -- ---------------------------------------------- '" / V) l'J Q: ~ WIND CODES ... '>< "4 THESE BUILDINGS MEfT THE 'MND REQUIROJEN TS OF THE 1994 STANDARD BUILOING COOE AND THE ASCE STANDARD ANSI/ASCE 7-93. -fi. EA \If" W. P. 2 x 4 2 x 4 2 x 4 2 x 4 GENERAL NO TES '-. 3'-6" ~'-. ,,'-. ./ ..... '-./' IW) /''-. .1 /' '-. "4/ ...... / '-. / 2x4 '-. . ~ .... '0 I \'\j . \l) 2 )( 4 2)( 4 I "0 ..... ~ :..: )( "4 <"-4 . .- ,I IW) WINDO 'PNC. 1. FLOOR .laSTS AND BEAMS SHALL BE NO. 2 SOU THERN PINE (P. T.) 2. PLYOOOO FLOOR SHALL B( 3/4" rHlCK SOUTHERN PINE, 5 PLY, EXlfRIOR GRADE, TONGUE AND GROOVE (STVRO-I-FLOOR"). J. 2 x 4 WALL AND ROOf fRAMING SHALL BE NO. 2 SOU THfRN PINE. 4. ROOF AND WALL SIDING SHALL BE 1/1" CORRUGATED ALUMINUM MTH A 2.67" PITCH OR A 4- LAP SIDING am., A 3/8" STEP. Born SHALL BE MANUFACTURED fROM 0.019- THICK SHEET ALUMINUM JOOJ H-14 ALLOY S. THREADED fASTENERS fOR ALUMINUM ROOF AND SIDING SHALL BE I 8 MACHINE SCREItS INSTALLED ACCORDING TO SIDING MANUFACTURERS SPEC/ACA nONs. 6. ALL VNl1iREADED WOCO fASTENERS ARE BOX NAlLS 'MfH A 0.U1" DIAMETER 8Y J 1/4" LONG. UNLESS NOTED OTHER'MSf. l. ALL caD-fORMED STRUCTURAL STEEL CONNEcnON Pl.AlfS SHALL BE 20 CAGE (CALV.) ALPINE AND/OR TRULOX PLATES MANUfACTURED BY ALPINE ENGINEERED PRooucrs, INe. CONFORMlNC TO ASlM A446-87 CRADE A OR BETTER SPEClnCAnON. 8. UNTHRfADfO FASTENERS fOR 11jE TRULOX CONNEcnON PLATES SHALL BE 0.1205-11 (1' Ga.) )( , 3/8" SPIRAL SHANK TRUSS NAILS. 9. AS AN OPflON, (3) 112 TWiN SaiD COPPER 'MRES RUN IN 1/2" CONDUIT OPERATES aYE INCANDESCENT UGHT 'MfH A SINGlE POiE WALL SMTCH. 10. FlaD INSTALLED ITEMS SVBJfCT TO LOCAL APPROVAL: A. flfDOItN OF UNIT TO SIrE. 8. [LECTRICAL CONNECflON FROM POitfR SOURCE TO UNIT. 2 x 4 2 x 4 '? '>< C'-I ..... '>< <"-4 ..... >oc "4 5[E "END [LEV, 1'1/ DOOR" fOR INFO, NOT SHOWN - YWOOD SIDE ELEVA T/ON wlo DOOR &- WINDOWS SCALE' 1/2"=1 '-0. END ELEVA T/ON wi WINDOW SCALE: !/2":z1'-0" RurR(NC( ORA WiNGS t.AARK ISSlJE BY MARK SCALE 1/2"=1'-011 ORA...... BY T.M. C!-iECJ([O By W.J.M. WELANO. nORIOA PE\1SiCN CArr BY DATE APPRO\(O BY DATE DATE EAVE STYlE BUILDING TYPICAL PORTABLE SINGLE WIDE SMITHBIL T INDUSTRIES INC. AUBURNDALE FLORIDA 94145 S-1 lOSS. o 95 95 CHECKEO BY ~/1t~~ Il !tq Iq to PRMCT NO. M\4 McCARTIiY. MOODY AND ASSOCI A TES, INC. STRlXt\JRAL CONSULTANTS '. # .. .;.4._;._.~...~ ~