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HomeMy WebLinkAboutConstruction Plans9 MIN. PACK REQ. FRONT �S AN rili I� Applicant has been advised NO struoturea can be erected within any easement or 1 right of way unless nooth��erwise tWPro to G Applicant Initials Lo 0 ' @`, STATE OF FLORJDA DEPARTMENT ,gRfir•MsN COMWUNITY-AFFAiRS 'Dedicated to making Florida a better place to call home' 1tt sus" MEN SMUT CAWN m - Sal• May 10, 2002 Mr. Pobcrt Woolley, President Wooley's Shtd% Inc. 701 N, Parnoa,Avenne C)kwchobee,Jl34972 RE: Manufaeum Certification. Wooley's Sheds, Inc. To manufacow. Residential Lawn Storage Buildings ]Ylauufactor�I. D. Number. WS-391 This approval expirns: May9, 2005 DearAdr: Woolley: I am pleased to infonn you that the Department of Community Affairs has granted Wooley's Sheds, lne approval to RIM&MM Migentiai lawn storage buildingi for installation in Florida This approval is granted pursuant to your submittal which was found by this department and your iospectiodplans review agency to be in compliance with the Manufactured Buildings AcL Building plans anW beapproved by your thins party inspectmalpiaas review agency before manufacturing the buildings. Buildings must be inspected by your third party agency during the manufacturing process, the buildings must also meet the wind speed of the geographic area they are installed. On site installation requirements are specifically and entirely reserved to local authorities. Thew requirements must be reasonable and uniformly applied as conventional construction. Based on Section 553.37(3) F. S, all manufactured buildings bearing insignias of approval chart be deemed to comply with the requirements of ail ordinances or roes enacted by any local government which govern construction while Section 553.37(5) of the Am does not require additional approval by local govemment. A copy of this letter must be s adW to the approved plans when making application for focal building permits. Ilakd or Dxmy Xaatmur, NDI Sincerely, ILA . flu avow Pmgrma Administtator Codes and Standards Office 2555 SHUMARD OAR BOULEVARD c TAL1AHASSEE, FLORIDA 32399-2100 a WOOLE'r 5HjF,, f �[Nj- 0 . . O'COH � I. OR DA 54q72 0 i PLAN GENERA N®i�S RE-IDENTIAL / GOMMERGIAL I. TH15 STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 5TORA(5E SHED 2001 FLORIDA BUILDING CODE (FBG) /iNp ,NE 30, 2003 gMENDMENTS 2. ALL MATERIALS AND LABOR SH CODE AND ALL OTHER APPLICA13LE LOCAL GORES ATGTHE T THE OFAMANUFAGTURE. 3• WRITTEN DIMENSIONS SHALL TAB 4. 011T51DE pVEI'vR11 DIM PREGEDENGE OVER 50ALED DIMENSIONS. MEMBER 5PAGING 5HALtL Np N GAN VARY BETWEEN LIMITS SHOWN BUT 5. LUMB EXCEED LIMITS AS INDIGATED. M015TURE5 TEi3NE - ()R PINE GRADE #2 12% - 15% . ALL LUMBER IN GONTAGT WITH MA5ONRY AND GROUNp SHALL'BE PRESSURE 1250 PSI) 7. ALL WINDOWS WITHIN 24" OF DOORS, AND ALL GI OUN INDOORS SHALL BE SAFE7� M9p1 D1 OR ACRYLIC PLASTIC SHEE7, ALLTREATED . FLOOR JOISTS AND BEAMS SHALL 8E PRESSURE 9PLYWOOD FLOOR SHALL BE 5/8" PLYWOOD DEGKING TREATED SOUTHERN PINE #2, 10. THIS BUILDING 15 NOT DESIGNED FOR HABITATION. MAXIMUM WIND SPEFD I55 MPH GATEGORY 1 EXPOSURE B if-PORWSTANGE FACTOR 0.77 ZONE 4 - 34.7 P5F 0 G®NTENTS N®l "{A�]',®/P{(n/PIp/R�� ppO�V��EJJ®r? a6 d: Y9P➢IIIWQ '�ptE�B�6�PIIt1Po O�I�`ppj�y�R�i1R d16 "'.W1L8il4annCaautea Btd, Aa and edopna Codes end Adhere m the foiluwfng Critrriet Corrednry Dee<t N PF., �1 AI/nmsble b g �ara� t®rnd veFcri %s PixfLurrngofB:•. t®aJG O P&D L a "'^• A&?- i•Yoo,Zogd 1t(w�s AItPm�al of thin Qnmm cape tlYK Anffif4m orAppmve any Deanadon �' i Nmun the requiranmu nfapPIIm61e Srtta lawe ® ¢ G o G-I - GOVER SHEET A -I - FLOOR PLANS RESIDENTAIL A-1.1 - FLOOR PLANS GOMMERGIAL A-2 - GROSS 5EGTION5 A-3 - ELEVATIONS A-4 - OPTIONAL DOOR ELEVATIONS A-S - DETAILS A-6 - DETAILS A-7 - DETAILS 0o5rt` A R001 ONE 5 - 41.7 P5F THE WALLS, FLOOR, AND —� — OPTIONAL ELONC� ZONE I — 29O 11, P5F OF MATERIAL WITH A VALUE OF R 1 5 NSTRUGTED PORG}f PUNS E �p�P1.0 Date ZONE 2 = ZONE 3 - 586 P�SP A 3 Annroyed P1an_7y z� c�OD VCiIF. COl ROOF LIVE LOAD = 20 P•SF FEZ 2001 W/ JUNE 50 2 ROOF DEAD LOAD = 8-P.S.F, FLOOR LIVE LOAD FOR NON GOMMERIGAL _ 003 AMENDFMANTS FLOOR LIVE LOAD FOR COMMERICAL = 50 P• P•S.F. FLOOR DEAD LOAD = 12 P.S,F. WALL DEAD LOAD = 5 P.S.F. 11: PLANS w�va Tt-w 1 _..-- - S v Z 8n § N _m 2 Ul �OLL fw t3 I r Te L ll Richard L. bullock Nodular Nodular Building Plane Examiner Florida CerliGeate SMI! a �j REVISED AS PER OWNER'S REQUEST TO DELETE PT. DECKING AND USE 3�1reR D ION COMPONENT AND CLAPING NUMBERS. PLYWOOD, CHANGED 4 l 2� ADDED 5) G770N WITH "A" GABLE ROOF AND ADDED HEIGHT OF 90•'. see, 3 ADDED R VALUES FOR WALLS, FLOORS AND ROOF CONSTRUCTION A 6Y1 ® R1 VISED q5 PER OWNER'S REQUEST TO ADD ALTERNATE DETAIL SHOW M TO DATE CONSTRUCTION METHODS AND COMBINED Gtk BY. AND COMMERCIAL PLANS AS ONE MASTER PLAN N O SGALO 42, TIAL W.O. NOt 42� �5 ADDED LIVE AND DEAD LOADS FOR THE ROOF, FLOOR AND WALLS SHEET 1 /twww 2x6 P.T. RIM J015T i PTIO I iv V O °� ° T OR P RTITO 5 SHELVES LOFTS WILL BE GON5TRUGTED WITH 5AME MATERIAL A5 EXTERIOR WALLS A5 PER (2) 2x4 P.T. SKI CJ3 * OPTIONAL ELECTRIC TO EACH UNIT FIELD v CONNECTED FROM EXISTING POWER SOURCE TO 100 OR 200 AMP SERVICE PANEL ON INSIDE OF UNIT. ALL ELECTRICAL WORK N OPTIONAL (2) 2x6 J015T5 FLOOR JOISTS SHALL BE DONE IN AGGORDANGE WITH THE LOCATION MAY VERY r � .� o CURRENT ADOPTED EDITION OF THE f co 3 4 NATIONAL ELEGTRIG CODE. �p A-5 2 OPTIONAL ELEGTRIG TO EACH UNIT FIELD CONNECTED FROM EXISTING POWER SOURGE TO PIGTAIL FROM JUNGTION BOX IN UNIT. (2) 2x4 P.T. SKID - ALL ELEGTRIGAL WORK SHALL BE DONE BY, LOCAL GONTRAGTER IN AGGORDANGE m ry ry KITH THE GURRENT ADOPTED EDITION OF I MAX. 36' AT 16" O.G. INGRIMENT5 ATHE 4. NATIONALELEGTRIG CODE. ! MAX. 34' AT 24" O.G. INGRIMENT5 DOUBLE 2x6 P.T. RIM JOIST n1 FL®®R PIRAMINa PLAN \d� SCALE: N.T.S. MAX. 36 AT 16" or. iwr.;2tMFKirr OPTIONAL OUTLET AND AG UNIT 51ZE AND LOCATION MAY VERY PER GUSTOMER5 REQUEST 5UBJEGT TO LOCAL JURI5DIGTION APPROVAL SEE `—r DEATIL #2 SHEET, `F N OPTIONAL SUPPORT TRU55 FOR BUILDING 14'x2O' OR LARGER LOCATED IN THE GENTER OF \� BUILDING SEE DETAIL 3 SHEET A-7 1 5/4" INSULATED METAL WALL PANELS L5/5" PLYWOOD FLOOR DEGKIN5 OVER FLOOR PANELS , 32", OR 30" DOOR O " t. 1 NOTE: WINDOW AND DOOR LOCATI=HEGLIENT. WITH G2UANTITIES AND LOCATIONS UPON 5PEGIFIG DESIGN REQUIREME THE WALLS, FLOOR, AND ROOF ARE GON5TRUGTED.� 3 OPTIONAL OF MATERIAL WITH A VALUE OF R 15.5. PORGH�� THIS FLOOR PLAN 5HEET 15 BASED ON 40 P.5.F. LIVELOAD FOR NON COMMERICAL L N D! LAWN 5TORA6E BUILDING, Is APPR©VED" Date 28 a y Plan No. � rF__ DOCUMENT" ApWnved y � �� Richard L. Bullock Modular Building Plans Examiner Florida Cer iricatc SMP 003 THESE PLAN5 WERE DESIGNED IN AGGORDANCE WITH THE 2001 FLORIDA BUILDING CODE AND JUNE ZIL REVISED AS PER OWNER'S REQUEST TO DELETE PT. DECKING AND DSE STANDARD 5/5" PLYWOOD CHANGED COMPONENT AND CLADING NUMBERS a2 A.DDED SECTION WITH "A" GABLE RODF AND ADDED HEIGHT OF 90" 3\ ADDED R VALUES FOR WALLS. FLOORS AND ROOF CONSTRUCTION REVISED AS PER OWNER'S REQUffST TO ADD ALTERNATE DETAILS AND TO SHOW UP TO DATE CONSTRUCTION 11ETriODS AND COMBINED RESIDENTIAL AND COMMERCIAL PLANS AS ONE MASTER PLAN _ ), 2003 AMENDEMANT5 FOR A THRf=F= 4Fr.nnln /ItGr= Keou IL SHEET A®I P N 1 i 1:1 2x4 P.T. (2) 2x6 J015T5 MAY VERY 2x4 P.T. 2 MAX. 36' AT 16" O.G. INGRIMENTS MAX :RA- er mow" .. _ 2x6 P.T. RIM J015T <t iN O rE:L�j RIOR PARTITONS 5 E VES E GON5TRUGTED WITHSAME 5 EXTERIOR WALLS AS PER m * OPTIONAL ELECTRIC TO EACH UNIT FIELD CONNECTED FROM EXISTING POWER SOURCE TO 100 OR 200 AMP SERVICE PANEL ON FLOOR J015T5 INSIDE OF UNIT. ALL ELECTRICAL WORK Al II _ SHALL BE DONE IN AGGORDANGE WITH THE' NIN r r CURRENT ADOPTED EDITION OF THE NATIONAL ELECTRIC CODE. I ,,: I IN, - OPTIONAL 5UPPORT TRU55 FOR BUILDING 14'x2O' OR LARGER LOGATED IN THE CENTER OF BUILDING 5EE DETAIL 3 5HEET A-7 m =Ic* OPTIONAL ELEGTRIG TO EACH UNIT FIELD CONNECTED FROM EXISTING POWER 5OURGE TO P16TAIL FROM JUNCTION BOX IN UNIT. ALL ELEGTRIGAL WORK 5HALL BE DONE BY, m n�i ry J LOCAL GONTRAGTER IN ACCORDANCE I �V WITH E NATIONALELEGTRIC CODE.A THE EDITION DOUBLE 2x6 P.T. RIM J015T NOTE: WINDOW AND DOOR LOGATION5 MAY VARY UPION OS EGIFIG DE51 N REOUIREMENT OEFrTHE CLIENT. THE WALLS, FLOOR, AND ROOF ARE GON5TRUGTED OF MATERIAL WITH A VALUE OF R 15.5. 7HE5E PLAN5 WERE DESIGNED IN All WITH THE 2001 PLORIDA BUILDING CODE AND JUNF TH15 FLOOR PLAN 5HEET 15 BA5ED ON 50 P5.F. LIVELOAD FOR GOMMERIAL 5TORA6E BUILDINGS. Date 4a Plan No. ZP yz# eq Appmvad By u v h Modular Building Plans ExamLnerFlioridaCertificate SupO / I\ REVISED AS PER OWNER'S REQUEST TO DELETE P.T DECKING LNU USE STANDARD 5/13" FL -'WOOD. CHANGED COMPONENT AND CLADING NUMBERS. 2\ ADDED SECPON WITH 'A" GABLE ROOF AND ADDED HEIGHT OF 9,1 ADDED R VALUES FOR WALLS. FLOORS AND ROOF CONSTRUCTIO` L-1REVISED AS PER OWNER'S REQUEST TO ADD ALTERNATE DETAILS AND TO SHOW UP TO DATE CONSTRUCTION METHODS AND COMBINED RESDENTIAL AND COMMERCIAL PLANS AS ONE MASTER PLAN 7nna AKA=kf�LAA.. .. 2 „ I nrctt StDONO GU5T 155 MPH N I� in o- 0 cED mho ® ¢ p CD HE om >i SHEET A ®1.1 OPTIONAL AG UNIT AND OUTLET FOR A/C UNIT SIZE AND LOCATION MAY VERY PER GUSTOMERS REQUEST SUBJECT TO LOCAL JURISDICTION APPft0VAL SEE DETAIL 2/A-G 12 20v METAL ROOF 5V GAVALUME 266A OR 20 YEAR ROOF) SHINGLES r 4•, P' ROOF ATTACHED TO WALL WITH .-24 GA STEEL CHANNEL FASTENED WITH # 8 SHEET METAL 1NALL5 AND ROOF MANUFACTURED 5GREW5 AT 3" O.G. FROM 22°x64" PAINTED PANELS TOP WALL EDGE GAPPED WITH 17/8" PANELS ARE 1-3/4" POLYURATHAN17iAN2UGTED WITH E COVERED 'x 1 1/8" 24 GA STEEL CHANNEL BOTH 51DE5 WITH 26 GA METAL FASTENED KITH # 8 SHEET METAL 5GREN5 AT 3" O.G. FLOOR: 5/8" PLYWOOD OVER 22"x36" PAINTED PANELS. ' PANELS ARE GON5TT:UGTED WITH p 1-3/4" POLYURATHANE COVERED c6 BOTH 51DE5 KITH 26 rA METAL — 2xro FLOOR d JOIST, y L 28" Cry® I 2x6 RIM JOIST 2B" 14' UNIT IO' UNIT Y UNIT 12 5� --KOOF ATTACHED TO WALL YVITH 24 GA STEEL CHANNEL FA5TENED NITH # 8 SHEET METAL 5CREWS AT 3" O,G. -TOP WALL EDGE GAPPED WITH 17/8" x I I/8" 24 6A STEEL CHANNEL FASTENED 111TH # 8 SHEET METAL 50REW5 AT 3" O,C. OPTIONAL AG UNIT AND OUTLET FOR (cd A/C UNIT SIZE AND LOCATION MAY VERY Q PER CUSTOMERS REQUEST SUBJECT TO LOCAL JURISDICTION APPROVAL SEE DETAIL 2/A-G I dALL5 AND ROOF MANUFACTURED FROM 22"x64" PAINTED PANELS. PANELS ARE GON5TRUG7ED WITH I-3/4" POLYURATHANE COVERED BOTH SIDES WITH 26 6A METAL . ALTERNATE GABLE ROOF Z C�®53 k,��ri®� SCALE. 5 � - OPTIONAL STUCCO. SEE DETAILS I AND 2 "APPROVED" SHEET A-7 OR VINYL O®�U���T SIDING TI-11 OR j OTHER UNIT �r Dole Q28 o Plan No.ZfgL oo( Approved By ,ra,g(� `.. Richard L. Bullock Modular Building Plans Examiner Florida Certificatc SMP 003 THESE PLANS WERE DE5IGNEO IN A0r,®RDANGE WITH THE 2001 FLORIDA BWILDIN9 rnn1= A►IP, `s VVIv_ THE WALL5, FLOOR, AND ROOF ARE GON5TRUGTED OF MATERIAL WITH A VALUE OF R 15.5. jv !� REVISED AS PE R ER OWNER'S RECrUES? TO D STANDARD 5/b" PLYWOOD CHANGED C ELETE P.T. DECKING AND USE ADDED SECfjON WITH "q" COMPONENT AND CLADING NUMBERS GABLE e(XF AND ADDED HEIGHT OF 9O' 3 ADDED R VALUES FOR WALLS, FLO!RS AND ROOF CONSTRUCTION /4 f\ RE !ISED AS _N PER WNER'S RE4JE5' TO ADD ALT •OW LP TO DATE GONSTRUCT;p;;l "lETi107S AN•EPNIATE DETAILS AIJD TO AND COMMERCIAL PLANS AS ONE '+ASTER PLAN D r 131NED RESIDENTIAL 2003 AMENDEMANT5 FOR A THREE SECOND GUST 155 MPH 1 !. METAL R, 6AVALUN OR 20 YE 5HINGLE5 PiIONAL fUGGO 5E TAIL5 I / 1 5HEET A "rL 51DINt OTHER 41 METAL F - 6AVALUP OR 20 YI 5HIN6LES Pr1ONAL ruccOA 5E7 TAILS I / I SHEET A ' VINYL >IN5 TI-II , MM ROOF AND DBL DOOR ralEsE PLANS wr-rRe DFSI�NED IN Aeco�DANc� wl7i-f THE soot FLORIDA DUI !-DING $mr wJUr I� REVISED AS PER OWNER'S REQUEST TD DELETE PT DECKING AND USE STANDARD 5/8" PLYWOOD. CHANGED COMPONENT AND CLADING NUMBERS ADDED SECTION WITH 'A" GABLE ROOF AND ADDED HEIGHT OF 90' ADDED R VALUES FOR WALLS, FLOORS AND ROOF CCNSTRU,TIOh REVISED AS PER OWNERS REQUEST TO ADD ALTERNAT E DEfAI L- SNOW UP TO DATE CONSTRUCTION METHODS ANG CCMBI LrS AND TG AND DUNE AND COMMERCIAL PLANS AS ONE MASTER PLAN COMBINED RESIDENTIAL 2003 ANDEMANTS FOR A TIfREE SECOND GUST 155 MPH Mwk m a9 ,n a L� � r a � gm�iu i ,...: KuUff 5V GAVALUME 2bGA OR 20 YEAR METAL ROOF 5V 5HIN5LE5 GAVALUME 26GA OR 20 YEAR 5HINGLE5 ' r � I : I i I I I OPTIONAL ; I j ( 5TUGG0 SEE I I I DETAILS I AND 2 I ( ON 5HEET A-7 iJ,,OPTIONAL TUGG0 SEE 1 oR VINYLDETAIL5 I AND 2 SIDING TI-11 ORN SH1f q_7 1 OTHER R VINYL DING TI-11 OR FIN. OPTIONAL DOOR �uLL �L�SS METAL ROOF 5V GAVALUME 2bGA' OR 20 YEAR SHINGLES BI-FOLD HINGED OPTIONAL DOOR DOOR 51UGGO SEE �a ea VETAI1.5 I AND 2 ON 5HEET A-7 OR VINYL SIDING TI-11 OR OTHER OPTIONAL POOR z SCALE: 114" = 1 _p OPTIONAL DOOR 4 HA i •i OPTIONAL DOOR f05CALlf. �1�!h� ag 000IR 1/4° , I'_o° THESE PLANS WERE DESIGNED IN AGGORDANGE WITH THE 200 I FLORIDA BUILDING CODE AND jL*jE METAL ROOF 5V GAVALUME 266A OR 20 YEAR 5HINGLE5 OPTIONAL DOOR ' 3 IMCON GLASS. E: I/4° = f'�u �11_ .�. METAL ROOF 5V GAVALUME 2(�GA OR 20 YEAR SHINGLE5 5TUGGp SEE DETAILS I AND 2 ON 514EET A-7 OR VINYL SIDING TI-11 OR OTHER 0 SIZE OPT10N5 5,p: x 71-0°ll ND I 6uz7oREARAGE OPENER ,o, rSi "APPROVED"] Z m DOCUMENT - OPTIONAL 57UGG0 SEE': O DETAILS I AND 2 Dale 2g o O iJ Z ON SHEET q 7 Ian No.=�u-� OR VINYL APPlnved ay tilkLoo SIDING TI-II OR Richard L. Bullock OTHER Modular Building Plans Examiner Florida Cerlificale SMI' 003 REV BY DATE I AE MZ<i/02 qyI�O3 REVISED AS PER OWNER'S REQUEST TO DELETE PT. DECKING AND USE 9 MBR 4I5/04 STANDARD 5/b'• PLYWOOD CHANGED COhPONENT 4 I"IBR 8IM04 [L ADDED SECTION WITH 'A •• - AND CLADING NUMBERS D GABLE ROOF AND ADDED HEIGHT OF 90", P DRNBY; ,IDA 3 ADDED R VALUES FOR WALLS. FLOORS AN GHK BYr Few REVISED a D ROOF CONSTRUCTION y S PER Cl•JNER S REQUEST TO FDO ALTERNATENo' 42¢p01 SHOW UP TO DATE CONSTRUCTION METHODS' AND ' DETAILS AND TO AND GOMMERgAL o, AnIS AS ONE MASTER PLAN CGM3LJED RESIDENTIAL 5HEET 30, ---- AMENDEMANTS FOR A THREE SECOND 6UST 155 MPH 774MF 3"xb" 5PLIGE PLATE ON 3 OF 4 SIDES JOINT OCCURS WHER (5) NAILS EACH 51DE (TYP,J �t • I DOUBLE 2X4 PT SKID KIDS W/ Ibdl NAILS8" O.GETHEP TOP AND BOTTOM cto �AMIK DOUBLE 2xb RIM JOISTS (2) .131 x 3 1/2" 6UN NAIL TOE NAILED INTO 2x4 SKID -51MP50N H-10 2x4 P.T. SKID JOIST TO RIM J015T a3��� Date y Man No. Approved y Richard L. Bullock Modular Building Plane Examiner Florida Certificate shil, 003 12 5 � 12 20�� OVERLAP FASTENED WIIN #8 5HEET METAL SGREW5 AT 3" O.G. ROOF ATTACHED TO WALL '-'WITH 24 6A STEEL "G" CHANNEL AND q/16" #8 SHEET METAL 5GREW5 AT 3" O.G. TOP ED H(TH 1 7 8"Wx I I/8" 24 6A�STEEL CHANNEL FA5TENED WITH # 8 SHEET METAL SCREWS AT 3" O.G. -YiALL5 AND ROOF MANUFAGTURE FROM 22"x64" PAINTED PANELS. PANEL5 ARE CONSTRUCTED WITH 1-3/4" POLYURATHANE COVERED BOTH 51DE5 WITH 26 &A MFTAI -t-LOOR: 5/8" PLYWOOD OVER 22"x36" PAINTED PANELS. PANELS ARE GON5TRUGTE:D WITH 1-3/4" POLYURATHANE COVERED BOTH.51DE5 WITH 2b GA METAL JOISTR WALL ATTACHED TO RIM JOIST WITH 1" #8 WOOD 5GREW5 AT 6" OG s CTf ®N o I JO 5T AT 9,, OG J015T TO SKID 5/8" PLYWOOD 22"x64" DECKING -\ PANEL_ (2) 51MP5ON H-10- /c� (2) 2x4 PT SKID 131 x 3 1/2" 6UN NAIL TOE NAILED INTO 2x4 SKID t EACH SIDE �J 2 2x4 P.T. SKID 16" OG .131 x 3 1/2" 6UN NAIL TOE NAILED INTO 2x4 SKID pJOOIST�cTOq +SKID 4 Ildl t�Yl�- I d STANDARD 5/8" PLYWOOD. CHANGED COMPONENT ANDVCI.NING AND USE ADDED SECTION WITH "A" GA13LE ROOF AND ADDED HEIGH I of clGLPINGo-. ERS ADDED R VALUES FOR WALLS, FLOORS AND ROOF CONSTRUCTION /q`, REVISED AS PER OWNERS REQUEST TO ADD ALTERNATE DETAILS AND TC WERE DE516NED IN ACCORDANCE AITH THE 2001 FLORIDA B111LD�NG GO®� AND SHDW UP TO DATE %ONSTRJCTION METHODS AND COMBINED RESIGFNTIAL AND COMMERCIAL PLANS AS ONE MASTER PLAN .tUNE 30. 2003 AMENDEMANTS FOR A 111K= SECOND GU57155 MPH � p v wa $ >>°. SHEET pfiffl�®9 Iz 20V ^ OVERLAP FASTENED WITH #& 514EET METAL 5GREIN5 1x _ AT 3" O.G. -KOOF ATTAGHEp TO P05T WITH 24 6A STEEL "L" TRIM AND 9/16" #5 SHEET METAL 5GREW5 AT 3" O.G. P05T -51MP50N 13G40 BASE W/ 0) Ibd NAILS INTO P05T AND (4) 16d NAILS TO DEGKIN6 FLOOR: 5/4" DEGKIN6 FLOOR J015T OPTIONAL W OR 6' PORCH e G SIZE AND Lor. AS G p p METAL MAY VERY ANGLE 1/2" MACHINE BOLTS INTERIOR 1/2" MACHINE BOLTS � ExrERIOR FLASH AS NEEDED MACHINE BOLrs 4" METAL o m m ANGLE CALKING CALKING (TYPICAL) 'I" METAL OUTLET FOR ANGLE Hxx OUTLET FORS A/C UNIT 1/2" MACHINE BOLTS A/C UNIT i OPTIONAL a 101 AC UNIT I` SCALE: 11/2" = I'-O" as DAL: b zB o Plan No.2-eg6zlfawl Approved By Richard L. Bullock Modular Building Plans Examiner Florida Cerlificate SMp B 3 THESE PLANS AERE 0E51GN1=p ►Kl AGG0IM",ANCE;NITH THE ZOO, FLORIDA BUIL®ING CODE AND ,1UNE 5AY PLY ATTACHED ATTACH TO RIM JOIST WITH OPTIONAL 2x 7 5" #I6 5GREW5 TO J015T WITH AT 12" OC (3) 5" #Ib 50REW5 AT EAGH JOIST 'WALL ATTACHED TO 2x6 RIM J015T WITH 1" #5 WOOD 5GREW5 AT b" OG 2xfo F//// FLOOR JOIST ` SCAL : N.Tb. � STANDARD 5/8" PLYWOOD CHANGED COMPONENT AND CLADING NUMBERS. Z2`. ADDED SECTION WITH 'A GABLE ROOF AND ADDED HEIGH- OF 90" '3 ADDED R VALUES FOR WALLS, FLOORS AND ROOF CONSTKUC'lON REVISED AS PER OWNER'S REQUEST TO ADD ALTERNATE DETAILS AND TO SHOW UP TO DATE CONSTRUGTION METHODS AND GOMBP�=OAND L PLANS AS ONO MASTER PLAN RESIDENTIAL ), 2003 AMEND�MANTS FOR A THREE SECOND GUST 155 MPH i 1 L 4 Hck GQI -LGn9 ®N0 3S 3�H1S1NVW3 V rld7d �1�i5d1-1 3N0 Sb SNY'7d 7bl-��� EOOZ e( 133HS 1HIlN3a1$3y� a-Nlg4O7 aNy SaOH' Ng., aMY OL ONY c 1,r13a 31YNN31 3W NOIIonNiSN07 �lYa Ol do MGNS 'ON aw "tv Oav 0i 1S;n9lN S•N3NMO N3d -L a3Stt.9N b� Y5V '�1y75 N011:n?J1SNo0 d00N ONY SNOOld "STIb d ag:M9 M Nod S3n-1YA aaacd ,� r gN21Q 06 dv 1H9I3N a3aaY ONY d00N 3-7gHJ ..Y.• HLIM NOIi�gS agaaV Q SN3gwnN 9N,aYlO aNV 1N9NOdWoO pggNYH7 '000M-7d ,.g%5 .a�Y0Nd15 3Sn ONd 9NISIO30 '1'd �1�-1aa O11S3nO3N S•N3NMO N3d Sd a3SIA3N � b� E b ver z 31V�� E 0 dW aivaglpa3 gpuo7d Jamwexg auald Qu1PfmQ �I�Pa "1 P-Ia4alN 4Y panwddV oN gld N 0 N N U C1� N Z N •a 1 = AVG '31Y% ~i -i 07�715 J v a 1SIOr ?J001d r 9XZ %J a6 o a — 1b13W V9 96' H11M 53aIS �i ® HlOg a3a3^OO 3NVH1V21n llOd HlIMG=LLVSl3NydS ISl3Nyd a31Nyd „9Ex y / a3AO aooMAld „9/S °aoo-jj �9 1y13W b9 96- H11M S3GIS H1O9 p 63213/ 00 3NYH-L"n llod y/S I 1.- H11M a31Ona1SNOO Say S-IgN yd / Woa3 a3aYLLNVd 9VnNVH s11yMJ 'lIVM` aNb 3Q0'> 9N1a'lll19 bQl�Oi 100z: 3H1 I #1 py 30NbM000y NI _I9IS�Q SNb' id 3531.11 '70 „Ir 1V SMaaOS -7yl9W 133HS g# „9Vb ONV WIC• nl. 1331S V9'•Z HlIM SS(W 01 a3HOV.LLy llyM . 1sIOr WIN aNnOay a3ddvw dba1S HlVI 3aIM a3^0 OOOnLS "kle .70 „E 1V SM3aO5 NIUL l 1331S V9'kZ H11M SSnNI Ol a3HOV_LLy d0(7d 'NNOI�do � 1V13W 133HS 9 HLIIM V SM3aO5 l3NNVHO 13315 yjGM-N, CdSV3 I H11M a3ddVO L94- �9/L d01 l3NNVHO-O .O.O uE1V13W 133H9 9 # HLI 19NNVHO 1H11M -17w 01 a3H7OO uZ 1V SM3aOS 91/b (r �OZZI 7*9'13W V9 9E H11M 93019 Hlog a3a3nOO 3NVHlba(LllOd „b•/S-I H11M a31O(NIGNOO 38b Sl3NVd •S13NVd G31NIVd j,9X,ZZ Wo213 a=INMgvdnNVW SSnw iNodkInS 70 z 1V SM30OS 1y13W 133HS 9n .91/1, (L) Id ni/e - „9 Ic d0 3ONVa31O1 - N3A AV" SNOISN3WIa Vl 3211M 12 20V METAL ROOF SV OR 20 26GA SHINGLES 5T000O SEE DETAILS I AND 2 ON SHEET A - 7 OR VINYL SIDING TI-11 OR THE NALL-5 OF MATERLOOR,A ROOF ARE 1�.G5O.NS GTED4L AND R MAX. 3b' AT c O.G. INGRIMFN= 3 MdY 2w� ._ _ V AL OUiL> 'AND AG UNIT ND LOCATION MAY VY STOMERS REGtUEST T Tj LOCALCTIAPFFOVAL SEE #2 �f A6 N ® / 16E SAME FLOOR FRAMING 1 PLAN DETAIL #2 SHEET A-1 FOR RESIDENTAIL SHEET A-I.I FOR COMMERCIAL 13/4" INSULATED METAL WALL PANMS PLYWOOD FLOOR DECKING OVER PI nnc -0b 32 , OR 30" DOOR ®N !9L9 BLE. I/4 _ 1'.0- O 0 PART O LOFTS WILL BE CONSTRUCTED 5 A5 EXTERIOR WITH SAME MATERIAL WALLS A5 PER YM >,�� f OPTONAL ELECTRIC TO l ttt er° CONNECTED EACH UNIT FIELD X; +'' II TED FROM EXISTING POWER SOURCE ti ,s'I-9x3 TO 100 OR 2O0 AMP SERVICE PANEL ON INSIDE Or UNIT. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE) CURRENT ADOPTED EDITION OF THE f� NATIONAL ELECTRIC CODE. ����////'''' I 6yPlan No.ZR-�Z�apl� --�_ **OPTIONAL ELECTRIC TO EACHUNIT PIELp hard L. Bullock TO I,NNSCTED IGTAIL Fh1 EXISTING POWER SOURCE Plans Examincr Tlorida Certificate RMP On? ALL FI FG�IG MGTION BOX IN UNIT WORK `HALL BE DONE BY LOTFCAL CON�C� IN AGGOROANGE PORCH-OPTIOAL iq'THE NA�TIO ALELE ADOPTED EDITION QF PORCH NAI EL .CTRIG CODE. ¢ OPITONAL SAIdGATEb pp� 3 A,6 THESE PLANS MERE DESIGNED IN Bu►LOrN ACGoRVANCE lNIrH THE 2001 FLORIDA � CODE ANo .[uNE REVISED AS PER OWNER'S REQUEST TO DELETE P.T. DECKING AND USE STANDARD 5/g" PLYWOOD. CHANGED COMPONENT AND CLAPECKING NUMBERS. ADDED SEC WITH 'A" GABLE ROOF AND ADDED HEIGHT OF 9N ADDED R VALUES FOR WALLS, FLOORS AND ROOF CONSTRUCTION ® REVISED AS PER OWNER'S REQUEST TO ADD ALTERNATE DETAILS AND TO SHOW UP TO DATE CONSTRUCTION METHODS AND COMBINED RESIDENTIAL AND COMMERCIAL PLANS AS ONE MASTER PLAN j, 2003 AMENDEMANTS FOR THREE SECOND GUSr 155 MPH y z tnZ tn SHEET • :_ u-,ruK I ANGE CATEGORY , I EXPOSURE "B" INTERNAL PRESSURE GOEFEIGIENT , + 0.18 COMPONENT AND CLADDING WIND P /� /� IIO : Pr = 37.6 / Pw = 22.q RESSURES NOTES, 120 : Pr = 44,7 / Pw = 27.5 1. FOR 110 MPH TO I55 MPH PLACE FIRST ANCHOR 130 : Pr = 52S / Pw = 32.0 2'-0" OG MAX FROM PH, ,140. Pr = 60.q / pw = 37.1 2. MINIMUM OF RNER OF BUILDING. 150 , Pr = bq.q / pw = TWO A14GHoRS EACH SIDE OF BUILDING. I55 : pr = 74.6 / pw = 45.5 3. SEE CHART FOR MINIMUM NUMBER OF ANCHORS MINIMUM # OF WIDTH x STRAP ANCHORS MINIMUM # OP LENGTH WIND SPEED WIDTH x STRAP ANCHORS MINIMUM # OF AA 110 120 130 140 I50 I55 LENGTH WIND SpLErD WIDTH x STRAP ANCHORS MINIMUM # of I10 120 130 140 I5o I55 LENGTH W1Nb SPEED WIDTH x STRAP ANGHoR5 MINIMUM #•Op 4 4 4 4 4 110 12o LENGTH WIND SPEED Yllvm x .STRAP ANCHORS b x 8 8 x b' q 4 4 4 130 140 I50 I55 LENGTH WIND SPEED 4 4 4 4 4 4 4 10 x 6, IIO 120 130 140 I5o 155 b x l0 4 8' x 8' 4 4 4 4 4 4 4 4 4 110 120 130 140 4 4 4 6 6 6 4 4 4 10' x 8' 4 4 12 x b 4 4 4 I50 I55 b'x12' 4 b 6 6 8 xlo 4 4 4 6 b 6 4 4 6 6 12'x8' 4 4 4 4 4 4 4 4 4 x 12' b 8 8 b' x I6' 8' x 14' 6 6 6 8 6 6 6 6 B B 6 6 6 8 8 12' x 12' 4 4 6 b 14 x 10' 4 4 4 4 6 6 8 8 8' x 16' 6 lO x 14 6 6 6 b 6 6 14' x 12' 4 4 6 6' x 18' 6 6 8 b 6 8 8 8 B 12' x 14' 6 6 6 6 6 6 8 1O 10 8' B 10' x I6' 6 6 10 6 8 8 10 lO 12' x Ib' 6 6 b 8 14' x 14' 6 6 6 10 10 1p 10 l0 xl8 6 6 6 e 8 14'xlb' 6" x 22' 6 B x 20 b 8 8 10 10 10 B 8 to to 10 8 B 10 I2 12 8' X 226 10 ' x 2D 6 8 8 8 10 12 10 12 12 f2' x 20' 6 6 6 6 6 8 8 8 l0 10 l2 12 12 l0' X 22' 8 8 Ip 8 6 10 10 14' x 20' B 8' x 24' 8 g l0 l0 10 12 14 12' x 22' 6 6 b 8 8 10 IO 8 lO 12 l4 14 12 12 lo' x 24' 8 8 l0 12 14 14 12' x 24' 8 8 8 to to l0 14' B x 26' 8 8 10 12 6 8 8 10 10 10 10 l0 12 14 '4 12 l4 10 x 26' 8 lO 10 12 B l0 10 12 14' x 24' 8 B' x 28' 8 10 10 12 14 14 Ib 12' X 26 8 8 B 10 10 12 6` x 30' 8 10 12 14 14 16 14 l0' x 28' 8 10 12 14 16 16 8 10 l0 12 12 14' x 2b' 6' x 32 B 10 IZ 12 12 x 28 8 8 8 10 10 12 12 l0 12 14 16 16 14 I6 10' x 30' 8 10 12 14 8 to l0 12 14'x 28' 8 B 10 l0 12 6' x 34' 10 lO 12 8' x 32' 8 10 12 14 I6 16 IB 12' 10 10 12. 12 !4 14 14 14 16 18 B' x 34' 10 10 12 14 16 18 1O x 32' 10 12 14 I6 14 x 3O b'x 36' 18 IB 12'x IO I2 12 14 14 8 to l0 12 12 14 to !2 14 16 1B l8 lox 34' l0 12 12 I2 16 14 Ib 18 20 12' x 34' 10 10 12 12 14 le;14' x 32 8 10 12 12 14 14 18 18 I lo' x 36' 10 12 14 18 20 22 12' x 3610 ' 10 12 14 16 16 14 x 34 l0 10 12 12 14 Ib �© I, �✓®MMEI�GI%iJ� "UI1 SINGS ARE N® 14 x36 l0 10 12 14 16 I6 2. RESIDENTIAL BUILDINGS ,ARE NOT T® EXG ��D 155 M.P.H. NIND VELOCITY. D 155 M.P.1 f. a �e p�pq �a � ADDED Iq5 MPH AND 225�MPTO R �� I TY. 1 ' H®� �V�I Il.�i AND ADJUSTED NOTES ACCORDINGLY DA SCALP, N.T.S. 5i1i— �1� Q ADDED ALTERNATE ANCHORING DETAIL. CHANGEDDR WIND SPEED TO 1,95 MAX. FIXED TABLE5. ADDED EYE SGI ANGHOR5 ADJUSTED NOTES FOR WIND SPEED CHANGE. 0. THESE p�,4NS yyE DESIGNED IN A000�,4NCE WITH THE 2001 FLORIDA BUfL DING GOD wA, ADDED ALTERNATE ANCHORING DETAIL. CHANGED E �� DUNE 30, 2003 MENDEMANTS i=01� A THRM SECOND GUST 155 MPH o 0 r� SHEET ®1 -FLOOR: 5/8" PLYWOOD OVER 22"x36" PAINTED PANELS, PANELS ARE CON5TRUGTED WITH I--3/4A' 5pRAYED POLYURETHANE GOVERED BOTH SIDES WITH 26 GA METAL 5TRAP1 AROUND TYPICAL © e4NCH®RIN�G��i+4IL 2 SCALE: AlT.S. () 2x6 P.T, OR (2) 2X4 PT. -16" x 8" x 4" THICK MIN. GONG. 2500 P51 PAD OR (2) 16" x 4" x 4" THICK MIN, GONG. 2500 P51 PAD. (5EE NOTE 2 (2 A-2)) DOUBLE J015T 3/4" X 511 LAG SCREW MHP-205 EYE ANCHOR BY TIE DOWN ENGINEERING MODEL MTE-48 -FLOOR: 5/8A' pLYWOOD OVER 22"x3b" PAINTED PANEL5. PANELS ARE CONSTRUCTED WITH 1-3/41' SPRAYED POLYURETHANE COVERED BOTH 51DE5 WITH 26 6A METAL 2xb FLOOR J015T (2) 2x6 P.T. OR (2) 2x4 P.T. -I6" x 8" x 4" THICK MIN. GONG. 2500 F51 PAD OR (2) lb" x 4" x 4" THICK MIN. CONC. 2500 P51 PAD. (SEE NOTE 2 (2 © ALTERNATE A-2)) EYE ANCHOR kV ANCH®RI NG, BLOCK SCALE: N.T.S. ((bD� THIS DETAIL TO $E USED ONLY WHEN REQUIRED BY THE LOCAL JUR.WIGTION. THESE PLANS WERE DE516N- IN ACCORDANCE WITH THE 2001 PLORIDA BUILDING CODE AND _ niklt= Q ADDED IcI5 MPH AND 225 MPH TO CHART AND ADJU5TED NOTE5 AGGORDIN6LY ® ADDED ALTERNATE ANGHORING DETAIL. GHAN6ED WIND 5PEED TO 155 MAX. FIXED TABLE5. ADDED EYE ANGHOR5 ADJU5TED NOTES FOR WIND 5PEED GHAN6E. ® ADDED ALTERNATE ANGHORIN6 DETAIL. CHANGED LAYOUT TO FIT IIxIl 51ZE PAPER 2003 AMENDEMANTS POR A THREE SECOND GUST 155 MPH CED u ¢ . A mho" Ifs SHEET ®' W, 4xb SKID 4"4° Ib" Ib" x 8" PAD 5 D�,I�.It� 0 Ib" x 4" PAD NOTE5: I. ANGHOR5 FOR THE BUILDING GORNER5 MUST BE 2b" MAX FROM THE BUILDING GORNER5, PAD5 MUST BE LOCATED UNDER END-5 OF 51<I05, 2. GONG. PAD5 SHALL BE 5PAGED AT NO GREATER THAN 4'-O" O.G. FLOOR: 5/8" PLYWOOD OVER 22"x36" PAINTED PANELS. PANELS ARE 3/4" x 5" GON5TRUGTED WITH 1-3/4" 5PRAYED LAG 5GREA POLYURETHANE COVERED BOTH 51DE5 WITH 26 GA METAL 4" x 4" x 1/4" GLIP ANGLE. 5EE CHART FOR MIN NUMBER OF ANGHOR5 IH BOLTe EXP dISISH e e d 2xb PRESSURE TREATED FLOOR J015T 8; •.a12"' .d .e a. .n � 'da'• n • EX15TIN15 GONG. SLAB TO BE GON5TRUGTED BY THE PROPERTY' OWNER IN AGGORDANGE WITH e SEGTION 1504.1.3 WITH 2 #5 REBAR ALTERNATE GONGRETE 5LA5 3 � CI•I®Rfl 06tIA THESE PLAN5 WERE DESIGNED IN ACCORDANCE WITH THE 2001 PLORIDA BUILDIN& CODE AND JUNE GONGREM © LOC�IiV L�1°out 2 SCALE: N.T.S. © d�ffl� ���o� 1 Q ADDED I615 MPH AND 225 MPH TO GHART AND ADJUSTED NOTES AGGORDIN6LY Q ADDED ALTERNATE ANGHORIN6 DETAIL. GHANGED WIND SPEED TO 155 MAX. FIXED TABLES. ADDED EYE ANGHOR5 ADJUSTED NOTES FOR WIND SPEED GHANGE. ® ADDED ALTERNATE ANGHORINCG DETAIL. CHANGED LAYOUT TO FIT IIxIJ 51ZE PAPER 2003 AMENDEMANT5 FOR A THREE 5ECOND GUST 155 MPH 5HEET 2