MASTER SHED PLANS - Florida Building

1 MASTER SHED PLANS (GABLE ROOF). (/). ~. Z. ~. ~. ~. FOR ~ C/). GULFCOAST BARN & STORAGE. , , z ~ :5. ~. (/) BOX 177 0', ~. ~ ~. CO. 3N. X r-< 0 C'). HORSESHOE BEACH, FL 32648 0. 0 if.). ~. if). o<:! -l N. o if) r-::r:: r-U. (352) 498-0074 Q O~~ x~. o~. Z ~O<C ~co ~ ~ ,~. NOTES: COMPONENTS & CLADDING WIND DESIGN: GENERAL NOTES: N ~ r-< 00. I) THESE ST"RUCTURI\l DRAWINGS SHA l l BE USED FOR THE CONSTRUCTION OF THE. BASIC WIND SPEED: IMPORTANCE FACTOR.: 140 MPH (3 SECON D GUST). I.) THIS COVER SliEET & ADDITIONAl ACCffi.,IPANYING ATTACHMENT SHEETS, REPRESE~H MINIMUM DESIGN REQUIREMENTS FOR CONSTRUCTION OF mE. CO. 0(3 <t: if) P,,;:r: CIl SI 'QWN STORAGe: BUILDINGS. IN TI-iE EVE NT O F DISCREPANCY, EXPOSURE: c* ATTACH ED SEALED PLANS IN ACCQADA NCE W1 nl THE 2007 F8C. w lnI 200!~3 <C ~. NOTIFY THE ENGINEER FOR RE SOLUTION OF CONFLICT. A N Y DEVIATION FROM.

2 TH ESE DRAWINGS MUST BE A PPROVED BY THE ENGINE ER. l~. METHOD OF DESIGN: MEAN ROOF HEIGHT: .C. 2007 1609. 10'.g- 2ND 2009 SUP PlEME"fTS, SECTlON 1609. FOR WIND PRESSURES SITED ON. BUILDINGS IN THE 1'$0 M .. WIND ZONE & NEC 200S. 0', d 8 CIl ~. 2) nus IS TO CERT IFY TIIAT TH E wOOD FRAME STORAGE BUllDINGASSllOWN ON. HIESE DRAWINGS HAS seEN DESIGNED IN ACCORDANCE WITH THE FLORI DA. 10 (3). 1-_1_ _ _____ _ _ __ _ __ _ _ _ 1_ _ j Building DESIGN: 2.) THE OWNERICONTRAC TOR SHAll VERIFY A l l PRODUCT JWAILABILfTY, DIMENSIO NS. SnE CONDITIONS A ND EOUIPMENT REQUIREMENTS OEFORE. 0 ~ :J 0. ::r: Building cooe W ITl-I AU REVISIONS TO CHAP TER 1609 FOR UP TO 140 MPH WIND. VELOCITY. REFER TO INDIV IDUAL WINDOW & DOOR CHARTS FOR Y\1ND PRESSURE. UTlUTY to MISCelLANEOUS: GROUPU. COM,\oIEN CING AN Y WORK. A l l DIMENSIONS AND CON OnlONS MUST BE. VERI FIED IN THE FiElD.

3 A NY DISCREPANCIES & OMISSIONS SHALL BE. 0 ~ ;:J. MODIFICATION FOR A LTE RNATE WIND SPEED. 0: 0 0:0 FLORJ OA Building AC T OF 1979. BROUGHT TO TBE ATTENTION OF THE E N~NEER BEFORE PROCEEDIN G. WITH THE A FFEC TED PART Of THE INORK. N E-<. if.). 3) MATERIALS: All VERT TO BE GRADE $ PF OR EQUrvAlENT. All l-IQRllQ\lTAL. FLOOR FRAMING TO BE /'1 0 , 2 GRADE SYP, All PlYWOOOlPlYWOOD CUSSETS SHALL. CONf-ORM ru APA P05-04 . ALL CON NECTOR SIFASTHJERS (S ~MP SO N S TRONG TIE OR. 1. [-:-(; ------:.~ -----0-1- ]. I. 1'" Ij NOTE;. Bu iLDING DESIGNED AS. ENCLOSED. MI>J~I. I 3.) THE S TRUCTURE IS DESIGNED TO BE S ELF SU PPORTI NG & S TABlE AFTER. THE Building IS COMPLETE, IT IS THE CON1 AACTORS RESPONSIBILITY TO. DETERMINE ERECTION PROCEDURES & SEQUENCE TO INSURE SAFETY OF. ---~ . ~. j Wl ERtlAL PRESSURE COE FFICIENT: (ENCLOSEO. APPRV'O EO.) APPLICABLE COOES, TO ASSURE SUPPORT.

4 , CONTI NUITY & TRANSFER I THE Building & ITS COMPONENTS DURING ERE C TION. THIS INCLUDES THE. U . OF ALL FORC E S. BUllOf'fG) ADDITION OF NECESSARY SHORI NG, SHEETING, TEMPORARY BRACING. GUY S. 1 (3) 0 I 01. 4) ALL MATERLALS A ND LI\BOR PER APPLICABLE l OCAL CODE S. - 1- - - - - - - - - - - - - - - - - 1- . <0. I o o ROOF DESIGN : OR T!EoowNS.. DECKING: ORiENTED STRAND BOARD AS MANuFACTURED. BY l OUISIANJ\-PACIF rc COMPANY. P ORTLAND. OR. I I WOOD ROOF; LIVE: 20 PSF. 4.) DESIGN LOA DS : THE STRU C TU RAl SYSTEM FOR THI S Building HAS BEEN DE SIGNED IN.. ~. 8 PSF ACCORDANCE WITH SECTION t609 OF THE 2007 Florida Building COOE . 1-0_ 1__. 0 ____ - _ _ _ _ ___ __0 _ I_0_. 1 1 DEAD: S) DIMENSIONS LABElED By LETIERS VARY BY MODEL A NO SLZE OF Building AND. S HALL BE O BTA INED FROl'.l THE PROVIDED SCHEDULE S. 6 ) N ON~ TRU CTURAL DETAILS Af,jQ ITEMS MAY BE CHANG ED AT OWNERS DISCRETION.

5 I. 0 0. 1 FLOOR DESIGN: 5.) ENGINEERING JOB INSPECTIONS ARE NO T PROVIDED UNLESS SPECIFICAU Y. ARRANGED. ~. c.: ~. I. WOOD FLOOR: LJVE: 60 PSF 6.) ALL SITE RELATED WORK SUO-l AS. BU T NOT LIMITED TO. FOUNDATION. $. 7) ALL FI\STENERs ANO CONNECTORS IN CONTAC T W ITH PRE SSURE TREATED WOOD SHALL. BE HOT DIP galvanized (C 185) OR S TAINL E SS S TEEL A LL LUMBER IN CO NTAC T W ITH THE. DEAD: 4 PSF..) TIE DOWN & ElEC TRICAl SERVIC E SHAll BE BY OTHERS AND AS PER. t- c:::'. \0. EARTH SHALL BE PRE SSURE TREATED WITH PRE S ERVAT IVE. EX1 ERIOR WOOD SIDING. COMPONEN T W IDTH SPAN ZONE W IND PRESS. ( ). THE A UTHORITY HAV ING JURISDICnON (AHJ~. O ~ '". ",<'>", SHALL N OT B E LE SS THAN 8" FROM EXPOSED EARTH. " SUITABL E FOR ALL SI TE S WITH. E XPOSURE ~c EXCEPT WITHIN o ~o-J~. (ft.) (ft.) MAX. MIN. 600 IL O F A BODY OF WA TER. 7.) SITE ENVIRONMENTAl S TUDIE S.

6 IF REQUIRED, ARE TO BE PERFORMED. 0 z f-'- <">. 8) ALL SITE WORK. IN CLUDING BUT N OT LIMITED TO. CONCTETEJ A N CHO RIN G I ELECTRICAL. CONNECnoNS. SHAll BE THE RE SPO NSIB IL ITY OF THE JUR ISDICTION HAIliNG AUTHOOJTY. ROOF SHEATHING 4 8 2 HAVING A FETCH OF 1 MILE OR. GREATER PER FBC BY O THER S. N ~ 3>-"::1: cn~ '". ROOF SHEATHING 1 . c:::~. 9) Al l PRODUCTS OF COMPONENTS & CLADDING TO BE ADDRE SS ED A ND INCLUDED ON THE. DRAWINGS AND SHALL CO,'.APL Y I;Iw1 TIi RULE 98-12 (FAC) FOR FLOR IDA PRODUCT APPROVA l. ROOF SHEATH ING. 4. 4. 8. 8 2H 23 .68 8 .) PROOUCTlMATERIAL SUBSnTUTIOH IS PERMlnED IF THE SUBsnTUTE IS. EaUAL OR GREATER THAN THE SPECIRED PRODUCT. TESTING DA TA -<. C/). O~'".. :o:l~. ROOF SHEATH ING 4 8 3H -5 ANDiOR VERIFICATIOH IS HIE RESPONSIBILITY OF THE CONTRACTOR. - 3 '--'. ROOF SHEATH ING 4 8 3 .< ;;2;" w 9 .) AlL DIMENSION S AND CO NDITIONS MUS T BE VERIFIED IN TI-lE FIELD.

7 DO ~ '? SIMPSON CONNECTOR NOTES: WALL - INT. ZONE 3 8 4 <: WALL - END ZONE 3 8 5 31. 28 NOT SCALE THE DRAWINGS. FOLLO'h'WRITIEN DIMENSIONS ONL DISCREPA NC IES SHAlL BE BROUGHT TO mE ATTENTION OF THE NEE R Jt6" -/. 1.) SIMPSON CONNECTIONS SPECIFIED ARE DESIGNED & MANUFAC TURED FOR. THE PURPOS ES SlrowN. & SHOULD N O T BE USED WI O THER ROOF RAFTER. WOODd DOORS. 14 1. 4. 27 .84. -28. 35. -34 .20. PRIOR TO PROCEEDIN G WIlH THE AfFECTED PART OF THE w ORK.. CONNE C TORS NOT APPRO VED BY THE DESIGN ENGINEER. MODIFICATIONS 3 ~ . TO PRODUCTS OR CHANGES IN IN STALLA liO N PROCEDURES SHOU LD NOT . ' . DOOR 5' 5 4 AGENCY APPROVAL. BE MADE WITHOUT nlE APPROVAL OF THE ENGINEER. TIlE PERFORMANCE. OF SUCH MODIFIED PRODUCTS OR AL TERED INSTALLATION PROCEDURES DOOR ROLL UP 8 4 IS THE SOLE RE SPONS IBI LITY OF THE OWNERI CONTRACTOR. W INOOW 3 4 4 -35. 29 These p~nts compl y 'I"ith the Florida Manu.

8 WINDOW 3 5 4 -34 .82 THESE PLAN S COMPLY WITH Florida Building CODE 2007. 2.) SUBSTITUTIO NS FOR SIMPSON S TRONG-nE CO. INC S PRODUC TS SHALL factured Building Act of 1979 Construction WINDOW 3 4 5 W/2009 SUPPLEMENTS 1 & 2 , Florida FIRE PREVENTION. BE APPROVED IN wRIllNG B Y THE ENGINEER. W INDOW 3 5 5 Codes d adhere to the following criteria : CODE 2007 NFPA 70, NEC-<l8. -INSTRUCTIONS TO THE IN STAllER: . 1.)Al l SPEC IRED FAS TENE RS MUST BE INS TA LLED ACCORDIN G TO THE a = FT.: '---- . 1H THROUGH 3H FOR OVERHANGS. 0<]- 4c,f: V-B. INSTRUCTIO NS IN TIlE SIMPSON CATALOG . INCORRECT FASTENER OUANTITY, SIZE. TYPE . MATERIAL . OR FINISH MAY CAUSE TI-lE CONNEC TIO N TO FArL. 16d FASTENERS ARE COtAMON NAILS (8 g::J II 3 112 ) AND CAN NO T BE. u REPLACED WITH IGd SINKERS (9 ga x 3 1/4 ) UNLE SS O THERWI SE. SPEC IFIED. OCC! V. OM'N\II. OLT IIOl ES S tlALL BE A MINIMUM OF 1132- AND A MAXIMUM OF 1116.

9 Aliowable No. NW. L AR GER THAN THE 80l T OIAM ETER (PER NOS 2005. SEC TION ). INSPECTORS of Floors ( CHECKED. 3.) INSTALL ALL SPECIAED FASTEN ERS BEFORE LOADING THE CONNECTION. 4 .) PNEUMATIC OR POWDE ,o\CTUATED FAS TENER S DEFLE CT AND INJURE. - PLANS Examiner- Vl/ind VE:locitv ! '-1:0 C- -= . 07-17-09. SViir TIlE OPERATOR O R O TlIERS. NAIL GUNS MAY BE USED TO INSTAll W David Arnold Fire Rating of CONNECTORS, PROvIDE THE CORREC T QUANTITY AND TYPE OF NAILS ARE. PROP l Y INSTALLED IN THE NAil HOLE S. GU NS WITH N AIL H OLE -t OCATitiG. MECH~IS MS SH OULD BE USED. FOLLOW TI-lE tAANUFACTURER'S. /)8~]f8/PXOOOO3S1 , j ~ '". Ext. 'NaUs o THE ABOVE STRUCTURE HAS BEEN DESIGNED IN. ACCORDANCE WITH FLOR IDA MANUFACTURED. Building ACT OF 1979 & SECTION 1609 OF THE 2007 Florida . NOTED. ""JOBNO. E-<l5409. ~. Plan# ~ Date2 (!'$f:t (0. ~-~ I. INS1 RUCTiON S A ND USE THE APP ROPRLATE SAFETY EOUIPMENT.

10 Floor-Load Building CODE FOR GRAVITY AND DESIGN PRESSURES. (l;;kd_ Approval Date j GENERATED BY A BASIC W IND SPEED OF 140 , 3 SECOND GUST. 1. 11R,H inspectors OF 5 SJ-IEETS. 7 J. U'). ~. Z. ~. HEADER SCHEDULE (BRG. WALL): ~. 1.) SPANS UP TO 6'.{)": (2)-2X6'S; USE SPF UNLESS STATED ~. ~. OTHERWISE ON PLANS . \/J. 2.) SPANS UP TO 8'.{)": (2)-2X8'S; SPF ~ Z. NOTE : A.) ALL BEAMS SHALL BE BUILT UP WITH 1/2" PLYWOOD FILLER. NAILING. ~. ~ :s ~. SHALL BE 16d NAILS @ 16" ALONG EACH EDGE. SPLICES, IF U'). ~. <-' 00. ~. NECESSARY, SHALL BE LOCATED@ 1/4 THE LENGTH OF THE BEAM. "<t BETWEEN SUPPORTS. 0\ ~ '-0. N. HEADER STUD REQUIREMENTS: 0 ~ 0 ('<'). \/J E-< ..l 0 C/). ~I. -MAXIMUM 8'.{)" WALL HEIGHT.. w w a w a ("' ~ o<:l MAXIMUM HEADER SPAN (FT.): a ~ ~ ~ o C/) ~O'. ';> b 1;>.. 1. b VARIES. Q o~ .0:: zp::: :(. f .'. 0 N..' (10'-0' TO 48'.<)"). 1.) 3' 0"-lFULL LENGTH STUD.}}}