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HomeMy WebLinkAboutSUBMITTED PAPERSPlanning & Development Services Building & Code Regulations Division 2300 Virginia Ave. Fort Pierce, FL 34982 (772)462-1553 SPECIALTY PERMIT APPLICATION ❑ Electrical ❑ Plumbing ❑ HVAC ❑ Fence ❑ Shed ❑ Demolition ❑ Gas ❑ Siding See page 2 for instructions and additional paperwork required for specialty permits a t .A/ 1 L'ocat of n%Sif dress: / '�r 2. Parcel ID Number: 1 43-a U W— W nly 3. Complete Description of Project or Work: 4©wners r tion 5. Contractors Inform#tion Name: FL Reg/Cent #: JV Address: %D c,9- County Cert#: City: State: Business Name: Zip: Phone: 7 7a yk c{�-Phone: er- 6. Value of Construction: $ 6;19z7r� OWNERS AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regula i ig co truction and zoning. PRINT OWNER OR CONTRACTOR AMEi _ ATURE OF OWNER OR CONTRACTOR STATE OF FLORIDA, COUNTY OF t.X-v 1 ACKNOWLEDGED BEFORE ME THIS DAY OF .20 J�, BY WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRO UCED �4 AS I 7TIFICATION. l SIGNATURE OF NOTARY COMMISSION NUMBER ---Do Q3 n m TYPE OR PRINT NAME OF NOTARYI DON MILONE Ply COMMISSION # DO 852587 5•��ro EXPIRES: March 22, 2013 Bonded Thru Notary Public Undenv#G „ary` TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. EXEMPT: A/C -HEAT REPLACEMENT WITH CONTRACT UNDER $7500.00 04/26/2010 NOTICE TO OWNER: FAILURE RECORD'A NOTICE OF COABIENCEMENT ! ' RESULT IN YOUk.PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCINd„CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. EXEMPT: A/C -HEAT REPLACEMENT WITH CONTRACT UNDER $5,000. INSTRUCTIONS Please complete all information in the space provided. All information must be printed (use black or blue ink only) or typed. This permit application is to be used only for those activities that are not otherwise included under a primary building permit. This application may not be used for any activity that includes structural alteration. The information to be provided with this application includes: 1. Location/Site Address Indicate the street address or general location of property where the building activity is taking place. 2. Parcel ID Number Indicate the tax identification number of the property where the building activity is taking place. 3. Description of Project or Work Activity Fully describe the activity to take place. 4. Owner Information Indicate the name and address of the owner of the property on which activity is taking place. 5. Contractor Information Indicate the State of Florida registration number (if applicable), St. Lucie County contractor license number and the name of the business doing the work. 6. Value of Construction Indicate the -total value of the work to take place. Total cost of construction includes all current retail material and labor costs associated with the buildinb/construction activity. Construction value is . used to determine the permit fee. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. ❑ Gas Attach 2 piping schematics with tank size,location, and BTU of each appliance ❑ Shed: Attach 2 plot plans, 2 copies of DCA letter and plans, 2 anchor specifications ❑ Fence Attach 2 plot plans showing location of fence height of fence and type of fence ❑ Siding Attach 2 copies of manufactures specifications ❑ HVAC Attach 2 residential energy studies, 2 manual J calculations. 2 sets of duct layouts for new system or full replacement This application can be submitted to St. Lucie County Building and Zoning, 2300 Virginia Avenue, Fort Pierce, FL 34982. All permit applications must be filled out completely before submission. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please call (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. NOTE.. Emergency electric service change out inspections will not be performed after 3: 00 PM without special arrangements and additional fee paid. Upon issuance of this permit, required inspections can be scheduled by calling (772) 462-1261. Property Appraiser - St.Lucie Cr FL Page 1 of 1 PROPERTY RECORD CARD Johnnie M Franklin Record: 1 of 1 «Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification V;UCIE c Site Address: 2702 LANGSTON CT ParcellD: 1432-806-0070-000-5 y� , Sec/Town/Range: 32 :34S :40E Account #: 11284 ; Map ID: 14/32S Land Use: SF Res Zoning: RS-4 City/Cnty: St Lucie County l' 7 Ownership and Mailing Legal Description Owner: Johnnie M Franklin SHERATON PLAZA -UNIT THREE REPLATLOT 202 (OR 283-301: Address: 2702 Langston Ct 305-1871: 338-444: 1044-1329) Fort Pierce FL 34946-1160 Sales Information Assessment 2011 Final Total Land and Building Date Price Code Deed Book/Page 2011 Final: 37100 Land Value: 5300 Acres: 0.2 9/1/1980 0 01 CV 0338 / 0444 Assessed: 37100 Building Value: 31800 3/1/1979 0 01 CV 0305 / 1871 Ag.Credit: 0 Finished Area: 2034 SgFt 2/1/1978 0 01 CV 0283 / 0301 Exempt: 37100 4/1 /1972 19300 00 CV 0203 / 0855 Taxable: 0 Taxes: 127.67 BUILDING INFORMATION r Exterior Features View: - RoofCover: FS - Fibrglss Shg RoofStruct: GA - Gable ExtType: HD -HD YearBlt: 1972 Frame: - Grade: D - D EffYrBit: 1972 PrimeWall: BP - Conc Block StoryHght: 0010 -1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 2 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 1 HeatType: AvgHt/Fl: 1/2Bath: 1 HeatFuel: - Prm.Flors: CU - Carpet %A/C: 0 %Heated: 0 %Sprinkled: 0 Special Features and Yard Items Land Information Type YIS Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth DWC - Driv-Concret Y 1 300 AV AV 1972 1 0100-SF Res 205 -Front Ft 85 100 FEN4 - CHAINLINK 4' Y 1 180 AV AV 1977 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/paslc/prc.asp?prclid=143280600700005 5/1/2012 r St. Lucie County Building & Zoning Department 2300 Virginia Avenue Fort Pierce, Florida 34982 (772)462-1553 OWNER/BUILDER AFFIDAVIT DISCLOSURE STATEMENT F.S. 489.103 (7) EXEMPTIONS State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must provide direct, on -site supervision of the construction yourself. You may build or improve farm outbuildings, a one -family or two-family residence or a commercial building at a cost of under $75,000.00. The building or residence must be for your own. occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved your self within one year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all apple laws ordinances, building codes, and zoning regulations. Initial I understand that the building official and inspectors are not there to design or give advice on bow to mee the minimum code. Initial I understand that as an owner -builder that any contract disputes with sub -contractors and I must be handled in a civil court with the advice of an attorney. This department will not mitigate any contract disputes. Initial i I understand that if I compensate any person or company for work performed they are required to be licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and 1' for cost of the license. Initial zlff_ I understand that if any person that is unlicensed and uninsured gets injured on my construction project- they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and rel=mdicalcost, which could include loss of wages during recovery from their injury. Initia To qualify for this exemption under this subsection, an owner must personally appear and sign the building permit application and initial the above. I hereby acknowledge that I have read and understand the above disclosure statement and that I further, understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and �17dayDepa e o the Florida Stat epartment of Professional Regulation.. Signed and acknowledged on this of of 20 % er/Builder Signature F STATE OF FLO COUNTY OF The f go g instrument wa acknowledg by � �L?ad %� 5-��n il.2 Signature of Notary Title: Notary Public [-before me this day of , 20��` v_who is personally known o me, or who has as identification. '� ht� ",,, lIAYdPiN�iLONE MY dommiss% # bD 852537 Type or Print Name of Not a EXPIRES: t� 2W <+j �denvriters CommBonded Thru Note Commission Number �'+g`' , PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772)462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property, q3�. fib( (D61)0 OOUS Id#/Legal description/Address) for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. tLAIVAIIIP u �Palvk Property Owner Name (Please Print) operty Owner Signature Date STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS / DAY QF 20 / BY � �- �44a W ONALLY WN TO ME OR WHO HAS OF NOT COMMISSION NUMBER SLCPDSD Revised 08/24/2010 AS IDENTIFICATION. �� A Uj (\ T'*'n c TYPE OR PRINT NOTARY w MYCOMbii5Sit)N";{1 Bonded Tlvu Notary Public Underwiitars Wednesday, Mar 28, 2012 01:07 PM e f'tiSTAT,E OF FL.ORIDA DE,TARTMENT'OF BU"SINESS "& PROFESSIONAL'REGULATION t� "Ucense effrcien8y. Regulate fairly." RICK SCOTTGovemor s ` 1=: u, April 05, 2012 Melissa Smith Smithbiit Industries, Inc. 1061 Highway 92 West Auburndale, FL 33823 RE: Manufacturer Certification, ID MFT-208; Expiration Date: November 06, 2013 Dear Melissa Smith It IS my pleasure to inform you that Smlthbiit,Industries, Inc., located at 1061 Hwy 92 West, n/a, Auburndale, FL 33823, has been approved under the Manufactured Buildings Program, as provided for under Chapter S53, Part I, Florida Statutes, to manufacture Storage Sheds, Manufactured Buildings for installation In Florida. Construction or modification on a manufactured building cannot begin until the Third Party Agency has approved the plans In accordance with the current Florida Building Code, Your Third Party Agency Is a contractor for the Department and has statutory authority and,responsibllities that must be met to maintain approved status. You may expect and demand quality plans review and Inspections. R Each Code change will make your plans obsolete until they have been reviewed, approved and indicated [on the cover page of the plans] for compliance with the Code by your Third Party Agency for plans review. Please ensure that your plans are in compliance and are properly posted on our website. All site -related Installation Issues are:: subject to the local authority having jurisdiction, ' 5 i The Department's contractor.wili make unannounced monitoring visits at least once each year. You must grant complete access to your manufacturing facility and records to remain in compliance with 'the rules and regulations of this program. Your certification is approved for three years from this date. You will receive a renewal notice by Email generated by the BCIS (www.floridab hiding prn) for online renewal. If you have questions you may contact Me or Leola Baldwin at 850-9.21-0956 or our FAX at 850-414-8436. Please visit our website at www floridab Illdind ora to see valuable Information on the Florida Manufactured Buildings Program. A copy of this letter must accompany applications for local building permits. cc: National Design and Inspection, Inc. Sincerely, Fes' t� Robert Lorenzo Manufactured Buildings Program 2655 SHUMARD OAK BOULEVARD ♦` TALLAHASSEE. FL 32399-2100 850-488.8466 (p) ♦ 850-921-0781 (f) ♦ We b s I t e: YWw,dea.state.fl.us- • CONMUNITYPLAKUNO 180488.21561p) U04084MIQ . NOu8IN0ANDCOMMUNITY DEVELOPMENT 8S"W4868(p) 180.82t-b833(f) SMITHBILT INDUSTRIES,. INC. PORTABLE BUILDING ANCHORS -- -_ BUILDING ANCHOR SCHEDULE BUILDING SIZE NO. OF ANCH. 00 EA. END OF BLDG. NO. OF ANCH. @ EA. SIDE OF BLDG. TOTAL ANCH. PER BLDG. 8', 10', 12' & 14' WIDE TO 24' LONG 2 NA 4 4 8' 2 1 6 50' 2 2 8 20', 22' & 24' WIDE TO 24' LONG 4 NA 8 48' 4 1 10 50' 4 2 12 BUILDING .ANCHOR DATA MODEL LENGTH BAR EYE HELIX UPLIFT CAPACITY NUMBER DIAMETER DIAMETER DIAMETER IN NORMAL SOIL 36SHE34 30" 1 /2' 1 1 /2" 4" 2500 Ibs. NOTE: THESE ANCHORS MEET THE WIND REQUIREMENTS OF THE FLORIDA 2010 BUILDING CODE AND THE AMERICAN SOCIETY OF CIVIL ENGINEERS STANDARD CODE ASCE 7-10. WIND LOAD: 190 MPH BOLT THRU ANCH. & 2x6 SKID OR HEADER BEAM w/j"Ox4" LAG BOLT W/T2 x 2"fi WASHER DBL. WIDE — — — ONLY -- -- -- -- ° BAR °I I° HELIX END ANCH. ° ANCHOR SPACING PLAN TYPICAL A _fCHOR .� SCALE NONE DATE LOCA110N OF JOB �% A� McCARTHY ENGINEERING, INC. PORTABLE BUILDING ANCHORS _ DRAWN BY WDM 3 9L72 ANYWHERE, FL . � T STRUCIURAL CONSULTANTS LAKELAND, FLORIDA SINGLE AND DOUBLE WIDE BUILDINGS CHECKED BY WJM 3/9/12 4,105 DRANCEWOOD CIRCLE — LAKELAND, FL 33813 SMITHBILT INDUSTRIES INC. CHECKED BY PROJECT NO. PHONE (863) 64G-9390 CERTIFlCATE. OF AUTHORIZATION N. 6394 AUBURNDALE FLORIDA 12005 .,1-, J "'Garlhy P.E. 24553 SMITHBILT INDUSTRIES, INC. PORTABLE BUILDING ANCHORS BUILDING ANCHOR SCHEDULE BUILDING SIZE NO. OF ANCH. ® EA. END OF BLDG. NO. OF ANCH. 0 EA. SIDE OF BLDG. TOTAL ANCH. PER BLDG. 8', 10', 12' & 14' WIDE TO 24' LONG 2 NA 4 48' 2 1 6 50' 2 2 8 20'. 22' & 24' WIDE TO 24' LONG 4 NA 8 48' 4 1 10 50, 4 2 12 BUILDING ANCHOR DATA MODEL LENGTH BAR EYE HELIX UPLIFT CAPACITY NUMBER DIAMETER DIAMETER DIAMETER IN NORMAL SOIL 36SHE34 30" 1 /2" 1 1 1 /2" 4" 2500 lbs. NOTE: . THESE ANCHORS MEET THE WIND REQUIREMENTS OF THE FLORIDA 2010 BUILDING CODE AND THE AMERICAN SOCIETY OF CIVIL ENGINEERS STANDARD CODE ASCE 7-10. WIND LOAD: 190 MPH BOLT THRU ANCH. & 2x6 SKID OR HEADER BEAM w/j"Ox4" LAG BOLT w/M" x 2"0 WASHER SKID (TYP.) SIDE ANCH. DBL. WIDE — — — — — — - -ONLY END ANCH.- ANCHOR SPACING PLAN BAR HELIX T�'PiCf�Ck i R av7 �'.._ - -Alls SCALE NONE DATE LOCATION OF JOB i� A McCARTHY ENGINEERING, INC. DRAWN BY WDM 3/9/12 ANYWHERE, FL I V4 STRUCTURAL CONSULTANTS LAKELAND, FLORIDA 5 CHECKED BY WJM 3/9/12 4305 ORANGEWOOD CIRCLE - LAKELAND, FL 33813 CHECKED BY PROJECT NO. PHONE (883) 646-939D CERTIFICATE OF AUTHORIZATION Ha 6394 1'Jf1f1S wsr.... � u..r...,w., n r oesci nwr_ un n Q MAN, m; I'm I m ww`= M = FLOOR FRAMING PLAN 4 Tr8' rROLox PLATE . 4 kau5. ( ) 2 - 2 r 6 LEAN tiEYLND II; & BOT. & (4) IOE NABS O 314 PLYNOOD FLOOR 2 x 6 HfiM1ER BOT. OF FA SND (TIP. &EA / 3' DENT & UP & BOT. a`' EW WALL SILOS) - SIDE ELEVATION w/ DOOR &WINDOWS SCALE 01=1=0' 113E 4 MIS OF (3)--W BEAMS RR 14' e INDE BIADOM Ul (3)-Zr6 BFAILS FA4 BOGS e 1Z & i2'-D' 1:r aMM 24 -0' N LEA1:B7 (TAP.) 115E (2) WE NMS ("M) �— NDIM MP OF BEAM 10 ALLOW AST Rl PASS VM - SEE ISOE ELEY. W/wo & Lfi1R10N5' 3/4' PLYMCOD FLOOR 2 x 4 DENT (TYR - SEE ME WALL EIEVS) 2 x 4 BOT PLATE (7YP. ALL AROUND) US 2-2 x 4 BENTS O 807H ENDS OF BLDG fe--O' LOX & LARGER 2 x 4 NND BRACE TIP O4 CORNERS MO' WOE 1710G J l ` 1 1/2' DEEP M07W N TOP OF 2-36 BEAM N O EACH AST ti TYP. ROOF SLOPE 2 x 4 BENT 1 x 4 BRDG- NOTCH 2 x 4 2 x 4.CMLAR SIRU7 O EACH BW I x 3 BROGM Now amw — 2x4BENr I r 4 BRIOIXNG NINDOW OPENING 2 x 4 SOT. PLATE I ) 2'x0' IRMOX PLATE S (TYR O EACW BENT) I' x 4' ALPAC J/4' PLMUDD FLOOR PLATE (US - F.S) 2 x 4 COLLAR STRUT x 3-7'± O EACH B(M z 4 1 x 3 8ROG O A% —\ 12 2 �x y SPAN (7YP. fOR B1DGS 1 5 f0' x I6' & FOR(Bf ,) N - 2 x 6 HEAVER J 2 x 4 DOCiN HEAVER 2x4 2x4 2.4 2x4 5 •rr'MVARM� DDLw W/ LOCK VARLLS W/ DOOR . (DOOR OPNG) YA us W/ DOOR 12 M. Sa°£ O 109F OPNG & 1nDG OPNG & BLDG ANT OF BENT WIN 61D7H 2x4 I.I .2x4 . q 2x4 II 2x4 1111 1 1 Tzf80T. PLA)E I1L{ + 2r 4BOTx 4BOT. 3/4' PLYN000 FLOOR 2x6AST 2-2x 6BE" (M)� END ELEVATION w/ DOOR SGILE: 1/2'=1-0' SIDE ELEVATION w/o DOOR & WINDOWS END ELEVATION w/ WINDOW SCAM 1/2 al'-0' SCAM u= i Are6mm er YAIE wiz N.T.S. I CALF �� er TM 3 7 Gma 6r WJM 3 7 IS CHMW or 1'x{A(PfffF1A7E(NS =.-3` (IMP. O FACN WM �— r x 3 BeDaAG AtVIMM LAP SEW RMF r11r7f1J)1R1N11 ACIR0NUL1 GUTIFR (71P. ABOVE DOORS & MOODS, 4' ALUMNUM LAP SONG � `\\\\\\'� 2 - Z x 5 B5U7 (TYR) WQMng W BgMt fa!° GCA These prints comply with Me ISOMETRIC OF BUILDING L Florida nufaetur6d Bid. SCALE I/2' 1-O. D Act.and adoMed Codes and Adhere to the follobnn Weria: It » ConstryctionType DESIGN CODES APPROVED a> s L FSCMoW71000E >EDOCUMENT 2 asc£/31 � lD ceDE Allowable s IlorePs_L___:,. Winn, •.i1 DESIGN LOADS Fite Rab,;. '" , .^.1(.. Wilts L FLOOR LIW LOAD -- 75 ass (Asrs O 24' or) 4s 2 fL0a4 LI4E LOAD --- usP.SF (A575 O 1C aG) .1 RVEF LIVE LOAD --- 20 ASf. Allnv, i� .:.;r %cad Ow LOAD — ___ 190 MPH s SMUCIURE CAIEGDRY -- I Appfoval 0atb 6 L MSURE FAC704 — C Man; z NOmNAL PREs81RE cOETFl w - tale Approval of this Docum*M does not Authorise or Approve BOY 0evis!iorl GENERAL NOTES From the r quire171L nts of aWic'"11 S FLOOR State: f.8w 1. fL00R AND BEAMS BE 3 SOVDDIO/ PALE (P.T.) 2 PLYNTIOD FLOOR SFGIf1 8£ 3/414'' ROMO(lIF1BSY P616 5 PLY, LX7m10R fMAD& TAME AND GROOVE rMURD-1-FLON7 3 2 x 4 WALL AND ROOF F7UIONV SHALL BE Na 2 50UPO N PRE 4. RODE AND WALL SANG SHALL BE 1/2' L'C4Phtt AZED:ALLAMM 107H A 26T N7O1 OR A 4' fAP 9DwG N17N A 3/8'.STEP. 807H SHALL 8E MANUFACNRED f)lOM 0.019E TMCK SHEET ALUORW JVOJ H-14 ALLOY S MEW FAS70M Fa? ALUMINUM ROOF AND 9MM 9WU BE•/ 8 LIACEVNE SCREW INSTALLED ACCORMO 70 9RNC MANUFACTURERS SPECP/CAHONS . 6. ALL LW71READLD MOOD FASIDERS ARE BOX NAILS LAIN A 0.131' uiu m 8Y 3 1/4' LONG UNLESS NOTED OIMMM z ALL CIXD-FORLILD SIR(/CTURAL S7Ef.[ COMMEMON PEAIM MIA L BE 20 G4GE (GALY.) AIPwf AAD/a4 J(7(JLOX'PLAlES MANWACRIREO BY ALPN'E INGBIEINED F4PODUC7$ Na ID ASAP A446-87 GRADE A OR BETTER SP£CIRCA /K . a uRnmaw FASTENERS FOR THE TRtwx CCN9IECRW PLATES SHALL BE anwo (it A)r1 EfiV 4NX3 94IX TRUSS HARS 9. AS AN CPMW, (J) /12 THIN SOIfO COPAN MMS RUY N 1/2' MII0IAT a°mATE3 ONE wraNl>ESCFxr L/a1T N17N A 54/a£ PILL£ Waft 5911ai 1a EYED ASTALCED MUS SUREC7 70 LOCAL APPROVAL' A BOOM OF DIRT IO SITE R. EL£CIRICAL MY EcnaN FROM PON N SOURCE 70 UTBr. G no WALL - Ex7D91ae Sow AND FM9tES 2-as ewOR Hf�LOF r-0'x 9 GARAGE DOOR, CAGY. nfRPO fLASItdYG ANp DIETERS FFIELDIHsraLLm alums & DONNSMPouTs sHaLL MEET SECnav 150.17 OF 711E FLOADA BLUANC CODE 2010 & SEC7100 R3I&5 OF ME ROWA 8G ENG COVE 2010 ("D£NnAL) MMcCARTHYENGINEERING,INC. STREAMUNE STYLE BUILDING SMCTUR& COMM M LALLELAILO, MOMA TYPICAL PORTABLE SINGLE WIDE 430E CfiA CDM aLaE - LNLELAO, n 33613 SMITHBILT INDUSTRIES INC. MM (6q 646-9390 CERMCAiE OF AUTHORWAT10N Na 6394 AUBURNDALE. FLORIDA Mri m 4 McCuthy RE. 24553 PM= rn 12004 oac Rn S-1 � 0 p 4A JXIS SPACED 0 r-6. W GOITER I 2* ,r 1'-4 JG6T5 SPACER 0 !=4' ON L'f7L1ER !'-4• 2 x 6 WAVER y, ip b 2- x U 0 � 1+ � b N N A 3 2-2x t 9FAM bb r17aW FLOOR FRAMING PLAN WAIE• 1/2"=I'-O• OLNfG (DOOP OPNG) 1 h (TIP) gbi RC `* 2x4SLL �o� 9 w 1 x 4 HRWNG Io'�' i x 4 BRIOGIf � 4 r--0• TIP. Z�4 2 x 4 ROT. PLATE Yx8' ARMOX PUTS/(4) NMS2 - 2 x 6 SEAu (BEYW 2 z 6 HEADER TAP a BOT. a (4J T;,VAOS 0 BOT. OF FA STUD (IM 0EA 314 PLYROCO FLOOR / BENT a NP a ROT. Oi" f1YD TBHL STUDS) SIDE ELEVATON w/ DOOR & WINDOWS . SCALE• I/2'W7-O• LOSE 4 ROWS OF (3)-215 BAYS FOR 14=0' RID£ BULONGS USE (3)-216 BEAMS FOR aDGS 8'-0: 10-0' a 12'-0' 7714T EXCLID 24'-0- 91 LENGTH (TIP.) E (2) WE NAILS (MAD.) 7TGW TOP OF BEAM I ALLOW .CST TO PASS WU - ME '.VE EIEY. 000R a M000' 4' PLYWOOD FLOOR 2 x 4 BENT (THE -SEE SDP WALL ELEVS) 2 x 4 BOT. PLATE.(T .. ALL AROUND) USE 2-2 x 4 BOIS 0 807H ENDS OF BLOG 16'--O' LONG a LARGER 2 x 4 M BRACE TYP. 0 4 La%TRS (ONLY)' RID£BLOG ry 1 1,2' DEEP NOTCH IN TAP OF 2-216 BEAU ry 0 EACH JO ST I' x 4' ALPWE PLATE (MS - FS) (IVP. 0 EACH LENT) 2 x 4.CVELAR SMUT 0 1, 3 BRVaNG EACH BENT — I x 3 BR9Li1G AUAWV /M LAP S 2M ROW 2 x 4 BENT (7IP.) ALUfBRIII IRIM 1 r 4 BTCDGNG y RINDOW OPENING 2 x 4 BOE PLATE Yx8' IRULOX PLAA TE (TYP. 0 EACH DENT) 1'. 4' A1PAfE 3/4' PLYR9C0 F100R PlA1E (N.S - F..i) x X-7-t ig EACMH BENT TIP. ROOF SLOPE 1 4 1 x 3 8RDG 0 GOD.- 1� 1 z+ a 1SPAN 0 16' & FOR BUW AVE W P. N 2 x 6 HEADER 2 x 4 OOGYL HEADER 2 r 4 2 x 4 2.4 2 "s 4 5 3-6' ALUMINUM DOOR W/GGCX YARDS W/ DOOR (ODOR OPNG) VARLE9 W/ DOOR 12 TIP. SLOPE 0 XXT 2 x 4 BENT OPNG a BLOC IIIOPNG a BLOG JOINT OF BENT MPTH WIN x4 2,4 c Ta y 0 2r4 1 x 9 BROG- NOTCH 2 x 4 EA v v I _6• L( 1 N 1 ry k `" N AX(JOA. 0 7 x 4 ROT. PLATE 7 x 4 Zr PLATE 2 x 6 .GIST J/4' PLYRDOD fLOAR tu 2- 2 x 6 BEAM (TYP.) END ELEVA LION w/ DOOR SCALE 1/2 =1'-0" SIDE ELEVATION w/o DOOR & WINDOWS END ELEVATION w/ WINDOW SCALE 1/2 -I = SCAM- 11r=IW RSIIE xvelm�m rn um sus N.T.S. ME Rxs P* TM 3 7 can® a* WJM 3 Ma W ALUMINUM GUIlER (IYP ABOI£ DOA45 d RWDOlVS) 4" ALUMA'UM LAP SIDING 2 - 2 x 6 BEAM (TTP.) WwMng aza- agent for DCA These prints comply with the ISOMETRIC OF BUILDING Florida, Manufactured Bid. SCALE t/r=t=B' � �'j LJ Act and. adoXed Codes and Adhere to following V o�►iCriteria: onstruCfion DESIGN CODES"APPROVED" Type omAa� t I.FLG7IDA 2010 BD URCODE j 2 ASCE71SO7-1DGODEDOCUMENT Al/owatrie � `ICaPs,1.��.,�. KrInd :;_..-iz, ...�22_ DESIGN LOADS Fire WallsT.. 1. FLOOR LNE LOAD — — — 75 P.SF. (JGSS 0 24' O.G) 2 FLOOR LfW LOAD --_ 125 P.SF. (JGS7S 0 16" AG) 3. ROLF UYE LOAD —_—__ 20 PS; Ailevi %"...:` Load L� 4. RAIL LOAD __—_--_190 MPH Apy �iVa f�a[6 S STRUCTURE CATEGORY ----- 1 rE'T 6 EXPOSURE FACMR ---- C M&Mt 7. OV7mNAL PRESSURE COLFFlGYENT - 3G18 Approval of this DocurnRin does not Authodu or Approve any tleviallon GENERAL NO TES From the requirements of *01c'me state j dws 1. FLOAR,JOLS7S ALm BEAMS SHALL BE NO. 3 SOMERH IRE (P.I) ���xYY 2 PLYRUOD FLOOR SWU BE 3/4' TWX SOVIHFRN PAE 5 PLY, MERTOR GRAD£ TONGUE AND GROOVE r5WRO-1-FLOOR7 3 2 x 4 WALL AND ROOF FRAGONG STALL BE Na 2 SOUMN PME 4. ROOF AND WALL SIDING SHALL BE WCUNWATED ALUV WIM VAIN A 267' PITCH OR A 4' LAP SDDLG NTH A 3/8' SILP. BOTH SHALL BE MANUFAC7URm Four AOIF' 7BLTC SWEET ALUURIUM 37103 H-14 ALLOY 5. THREADED FASTENERS FOR ALUMNUGI ROOF AND 91NHC SHALL B£ / 8 GWACIDNf SCNERS WSTAlLm ALtiYWONC TO SDWG MAHUFACLUR£RS SPEanCAnOHS 6. ALL UNIMMADED ROOD FAMERS ARE BOX NABS KITH A 0131' D1ANFIER BY 3 114. LONG UNLESS HOLM OTTDRME 7. ALL COLD -FAMED STRUCTURAL STEEL CaWECTION PLATES SHALL BE ZO LACE (LACY.) ALPAE Alm/OV7 TRULOX PLATES MANUFACILRED BY ALPINE ENGATERED PRODUCTS, WG G17A9GdHING 70 ASLM A446-87 GVADE A OR BETTER SPEORCATIM a UNOWEADED FASTOMES FAN BE IMMOX CDAW£CIRW PLATES SHALL BE 0. 120510 " F OP 47 x 1 E IN AMES 9WlK TRUSS NAILS i 9. AS AN OPRON, (3)172 TMLN S" COPPER WRfS RUN W 1/2" CONDUIT OPERATES GENE WCAND£SCENT WJLT W11H A .%NC1E POLE WALL SiWICH. ' 10. FIELD INSTALLED HEMS .ABJECT 70 LOCAL APPROVAL - A. MOM OF UNIT TO SITE B. F2£CMCAL CONNECRAN FROM POFER SOURCE TO Mr.. G sm WALL - MMOR SIDING AND M.90; 2-2r8 DOOR HDIO { 7'-0'x FIELD GARAGE 00 aS F Nm G?ES FIELD 1L7ALLm aL7RSDONsPOBSWU MEET smnav 150.I7 OF THE FLOSDA BMIDTNG CODE 2010 a SECnAV R3186 OF THE FLaWA BNOLRIG CWE 2010 (RESOTERBAL) MMcCARTHY ENGINEERING, INC. STREAMLINE STYLE BUILDING STRUCTURAL CONSULTANTS uCELMD. FLOP A TYPICAL PORTABLE SINGLE WIDE 430 GIODUfVM ORCLE - LUE. IID. FL 303 SMITHBILT INDUSTRIES INC. MIE (80) 646-9390 CERTIRCATE TIT AUTHORQATION Na 6394 AUBURNDALE FLORIDA WdRom J McCmthy P.E. 24553 wla[cr xa 12004 1>oa xa S-1 IS 0