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239 Seminole Rd 2011 - plans shed 2 x 4 SPF Gable Overhang ••FOR WALL w/DOOR. IF LESS THAN 2'-6'OF WALL ON 2.5 4/4x3-1/2'Gable Trim EEACH SIDEDGES AND DO (10)NAIL W/6d NAILS®a•O.C.ON FIBERGLASS SHINGLES 3/8'OSB or EZ PANEL Gusset Simpson 12.5 Rafter to Stud w/ 0 °.#i'C GLUED&NAILED WRH t z 4 PINE CoNer Tie NO')F(ES' ON INTERMEDIATE SEAMS SECURE SHINGLES TO ROOF (10)8d 1-1/2�Gail.Joist Nails (12)Y NAILS @ 3'O.C. DECKING w/(6)1-1/4•GALV.ROOFING NAILS 318'OSB or EZ PANEL Gusset Upper Roof Panel - 2 x 4 SPF Gable Connector _ GLUED&NAILED WITH 24•oc 1.THESE STRUCTURAL DRAWINGS SHALLL BE USED FOR THE CONSTRUCTION OF THE 4/4 x 3-1/2-Horizontal Gable Trim 24' (12)''"r"Ai`s TYp • • NT OF DIMENSIONAL DISCREPANY, 2 x a SPF Doubler bier • • • • NOTIFY THE ENGINEER BUILDING. R SO UT�OF CONFLICT.ANY DEVIATION FROM 4/4 x 3-1/2.Over Door Trim T � • • • • 4/4 x 3-114'Gable Trim - -� 2 x 4 SPF t Plate 2 x 4 SPF gager 12 2x4 SPF Rafter 2x6SPFDoubler • • THESE DRAWINGS MUST BE APPROVED BY THE ENGINEER 3/a•No Groove End Cepa 5 - _ - 2.FOOTING DESIGN BASED ON AN ALLOWABLE BEARING PRESSURE OF 2500 P.S.F. Lower Roof Panel _''� GaP TYP•- ___ -,_ ' p TYp• 2 x 6 SPF Doubler 104' - _ _ -- 104" 2 z 4 SPF Top Plate 2a" 4/4 x 3.11Y Hodzontal Door Rail 3.MATERIALS V4x3-1/2•Vertical Door Trim 2x4!2x6 DOUBLERS 104 3/8"OSB or EZ PANEL Gusset ALL LUMBER TO BE NUMBER GRADE SPRUCE PINE FIR OR EQUIVALENT. I{ 2 x 4 SPF Stud 3/81 thick 8'o.c.9klrlg ATTACHED USING 16d AI TOP PLATE GLUED&NAILED WITH ALL PLYWOOD SHALL CONFORM TO THE LATEST EDITION OF 4/4 x 3-lPe Crossbucks 71'" ON ALL OUR(4)WALLS TYP. 7Y 1 (12) 1-1/2"NAILS 4!4x9.1/4'Comer Trim- 2 x 4 SPF Stud 04'�' APA SPECIFICATIONS. 4/4x3.1/YVertM,al Door Style Door Ham - "L 2 x 4 SPF Bottom Plate n RAFTER iSECTION ALL CONNECTORS/FASTENEI> AND ITS SPACING SHALL MEET t 71t 71t 1 SCALE:1•.r-0' THE APPLICABLE CODES. 00 00 4/4x3.1/2-Comertdm 3/81 thick Wo,c,Siding ALL MATERIALS AND LABOR PIER APPLICABLE LOCAL CODES 2 STUDS NP.Q CORNERS EACH WAY 2 x 4 SPF Bottum Plata O.S.B.DECKING:ORIENTED 9'ITAND BOARD AS MANUFACTURED ANCHORS 30'o.a BY LOUISIANA-PACIFIC COMPANY,PORTLAND,OR. AS REQ'D 4.THESE BARNS ARE TO BE USED AS STORAGE ONLY AND NOT FOR HABITATION ANCHORS 7Y O.C. r 5.NAILING PATTERN FOR WALL,FLOOR AND ROOF SHEATHING TO BE 6"O.C.AT 31t 31t --464" t EDGES AND 12"O.C.ON ALL INTERMEDIATE SEAMS.NAIL WITH 8d COMMON 120' A 120• A -- OR 8d HOT DIPPED GALVANIZED NAILS?•FASTENING IS IN CONFORMANCE WITH CENTERED TABLE 2304.9.1 FASTENING SCHEDULE OF THE 2007 FLORIDA BUILDING A GABLE ELEVATION w TRIM OPTION #1 n GABLE ELEVATION w/TRIM OPTION #2 � SAVE ELEVATION W/o DOOR 0 GABLE FRAMING with DOOM n EAVE FRAMING W/o DOOR CODE AND 2009 FBC SUPPLEMENTS. 1 SCALE:va.r-0 1 (SCALE:v4•-1•-0• SCALE:1/4*-1'-0' 1 SCALE://4•-1'-0' I, t SCALE:1/4'-1 W k ( 1 i w NOTE 3/6OSS GLUED NAILED WITHGusset ( ALL WINDOWS AR's ENGINEERED TO BE GLUED&NAILED WITH 5/8"x 3"x 72"4,1E2ADER APPLIED TO INSIDE 6k 24'3/8"OSB or EZ PANEL GUSSET (12)Y NAILS@3.O.C. 2z4SPF Gable Connector ` OFBUILDI%CONNECTINGTOP AND TYP.BOTH SIDES AS SHOWN INSTALLED BETWEEN 24"O.C.STUDS "ONLY" 1 x 4 SPF Copan Tie I //--BOTTOM PL TE ABOVE DOOR OPENING WHICH REQUIRES NO ADDITIONAL 2 x 4 SPF Built Up Track Support 2 x 4 Sl'$F Header - t5 INSTALLED ON EAVE SIDE -- - - __- --. _ - -_- - w/318•Panel Filler Core Toe Nailed ��I""" Top plate is rerndW*d and re-aliaaled STRUCTUIRAL FRAMING -- - -- -- - - - _ -- - Into Top Plate using(2)1 Od T Nails -�r 3 ' on top of header.T1�l -__ --- _-_- = each Nailed Into Rafter using I non•bedbed9f "VeO" NAIL SIDING WITH 2" I►(AILS EVERY 3"AROUND --- _ -- - --- -- - - -- --- (2)10d 3"Nals each -- -.-.- --. - -- ------.- --- -.- 2z4SPFRafter 2z4/21Li T Plate _ -- -.- Attachedh�fl Using led Pltl*@ 12-0.0. THE WIND1lOW CUT OUT On AN Fou1r(t4)WW T- 2 Simpson LSTA9 Door on save wall z x a SPF Doubler ROLL-UP DOOR TO BE 2 x 4 SPF Top Plate 104" INSTALLED PER J US Stud to Top Plate t N be used ww/ INTERNATIONALCORP. 6g" (8)ed Gab.1-1/Y Joist Notes (9)ed Gab.1-1/Y Joist Nails INSTRUCTIONS FOR E 750 Roil Up Door track and bracket assembly. Doubled 27,x♦SPF Stud Fastened using(5)1/4'-to x V Lag screws SERIES DOOR 1 t 70 g' RU I WALL CONSIT CTION NOTES: 2 x a SPF stud Simpson SP4 H2,5 1.PLYWOOD PANICLS SHALL BE INSTALLED Simpson SPa w/8.8d 1.1/Y Gab.Joist Naha W/FACE GRAIN)(PARALLEL TO STUDS. 2 x 4 SPF Bottom Plate w!6-6d 1.1/2-Galy.Jblet Nails - Or Equiv.For Up To 735#UpIR Or Equiv.For Up To173641 UPM 2.ALL HORZ.JOIWS SHALL OCCUR OVER 31 31 - 31 31t 31 31' 120" L A A { L FRAMING. FLA-MVISE BLOCKING SHALL 120• - A A 120' BE USED AT ALLL HORZ.PANEL JOINTS. n GABLE FRAMING with DOOR OFFSET n EAVE FRAMING with DOOR CENTER#FD © EAVE FRAMING dVith DOOR OFFSET D GABLE ELEVATIOIN with DOOR OFFSET SAVE ELEVATION with DOOR CENTERED n EAVE ELEVATION wit lh DOOR OFFSET INTERIOR VIEW OF ROLL-UP DOOR , x:1/4.-luX , SCALE:1141:1 � 1 SCALE:1/4.1-0• 1 SCALE:lle-1� 1 SCALE;1/,r p , FRAMING &TRACK INSTALLATION �A'��'/4''''�' 3.PANELS SHALL�E ATTACHED TO BOTTOM 11 SCALE:1/41-ra PLATES. PLATES&TOP LOWEST PLATE 6HALL BE ATTACHED TO IROUNDAION(OR BOND BEAM)W/NAIL§OR CONNECTORS OF SUFFICIENT CAIPACITY TO RESIST THE UPLIFT DEVELOIPED IN THE PLYWOOD NOTE: SHEATHED WALALS- NOTE: 1.THIS WALL PIAN IS GOOD FOR THE 10'WIDE GABLE SE E ROOF DECKING W/Bd FIBERGLASS SHINGLES SECURED 4.WHERE WINDOWS&DOORS INTERUPT ONLY.ALL MATERIAL AND LABOR SHALL @ N OR D HOT DIPPED NAILS TO ROOF DECKING W/1 1/4•ROOF NAILS 1.THIS ROOF PLAN IS GOOD FOR THE10'WIDE GABLE THING,FRAMING ANCHORS @ .C.@EDGES$tY O.C. ONLY.ALL MATERIAL AND LABOR SHALL PLYWOOD SHEATHING, MEET OR EXCEED APPLICABLE LOCAL CODES. @ I MEDIATE SUPPORTS MEET OR EXCEED APPLICABLE LOCAL CODES. SECURE ROOF DECKING W/8d OR CONNECTOOS SHALL BE USED TO 2x4 P.T.BOND BOARD(TYP)... COMMON OR 8d HOT DIPPED NAILS SECURE BOND @ CORNERS 1-LAYER 15#FELT @ S'O.C.@ EDGES&1Y O.C. RESIST THE APPROPRIATE UPLIFT LOADS, $4'O.C.@ GABLE END WALLS W/3-16d /�1��� 1X4 t�R TIE � 7/16"OSB ROOF DECKING ORI GABLE TRUSSES SUPPORTSTE BE:"Co W/41 I SEE ROOF FRAMING DETAIL Y 24' �C I 2x4 P.T.JOISTS @ 16.O.C.(TYp)... LINE OF OVERHANG FROM 2 x 6 DOUBLER I NA (2 NALS EACCAFIER) 2 x 4 SPF RAFTER I 2 x 4 SPF( Dobler I Q . ♦ ♦ SECURE JOIST TO BOX SILL I I 2* 2 x 6 SPF Doubler 24' P4" fb ` W/2.18d NAILS @ EACH JOIST e e 1X4 FASCIA BOARD I SECURE TRIM W/2.8d NAILS @ EACH RAFTER - - 120 U 4X4 P.T.RUNNERS(TYP)... Z TOE NAIL FLOOR JOIST TO RUNNERS J \ / 2 x 4 PrISming I 5/8"OSB or CDX TREATED PLYWOOD I - 'ro. _ _ _ - _ ".----- ._. ..___ W/2-12d NAILS @ EACH JOIST/RUNNER I FLOOR DECKING AS REQ. A Win, - _ I! (4cc 9 SECURE FLOOR DECKING - - _1' TYP• I INTERSECTION Secure door hinge board from I I �- *` - • - 'PF DO - 1- 24r Inside using(6)1'c'sink screws. -�-- O g TO FLOOR JOIST W/10d NAILS ` / � Typical both skies of doors. I � SECURE RAFTERS TO 2 x 6 SPF DOUBLER � Door panel&tom _- - _ l _ ` TOP PLATE WOMPSONS --r_,, '_ (� 48" 1 1 \ / 5/8'OSB OR CDX TFFAT®PL shed cer�eL''`' '`.�. - ,. ..._... ..,._.' _, - I / - ON EQ/UN:OR'�415# 2 x 4 SPF TOP PLATE 7�^ Q UPLIFT OR SIMP30N I I I H1 490# NAILS SHEATHING GRADE 3/8'EZ PANEL BOARD NAILED W/8d NAILS @ A � � c _ , � '' _ ""NOR,_" lO ST ' A I I FOR 490#UPLIFT A SECURE RAFTERS TO LLLLQQJJ T4. W/8d NAILS @ 6"O.C. IAN EDGES&1 Y O.C. � j ONE AF EACH SIDE EDGE(TOP&BOTTOM OF 2 x 4 SPF Rehr 3/B'WB or EZ AILE Gusset TOP W/10-\W/SIMPSONI @ i I E WALL DErA OF RAFTERS 6"O.C.TOP&BOTTOM L7dn1NNIrtTHH Z I GLUED&NAILE W @INTERMEDIATE SUPPORTS Mount door hinge board using I (12)1-112'NAIyS H2.5 W110-tom 1 PSO NAILS (3)3'c'slnk screws into harping. OPENINGS)&t2-O.C. Qp EQUry•.(FOR 415# W Typical both sides of doors. @ INTERMEDIATE SUPPORTS. UPLIFT OR'�IMPSON b.I H1 W10-4d '.1-��NAILS OR 490# 1 ••FOR WALL w/DOOR...IF LESS THAN 243.OF WALL ON I SIDE A DOOR INS LLAT(ON ( I -2TyPc. b EACH SIDE OF DOOR NAIL w/6dNAILS @4'D.C.ON ONE ONE 7n6'wB ROOF PANEL EDGES AND @ 4'0.C.ON INTERMEDIATE SEAMS. OF RAFTERIY 1 SCALE:NO SCALE PLYWOOD USED OR UPLIFT 113Y 16'o.c. I I &SHEAR CUPS NOT REQ. 12Y CD 48' \ \ TYp• ( EXCEPT @ OPENINGS f I I 2 x 4 SPF STUD 24'O.C.TVP. 1 I 24• I I I o RAFTER SECTION 2 x 4 SPF BOTTOM PLATE 1X4 COLLAR TIE NOTES: \ I ( SECURE COLLAR TIES TO RAFTERS Wia-16d 1.Approved Shingles insthdlted per manufactures instructions,6 nails NAILS(2 NAILS EACH RAFTER) 12" -'� 12' 12• * 1s' � 64• =� ' L is' -44, per shingle 16"Max.To First 2.H clips are used betwe4on every rafter between the upper and lower Helix Anchor 120' \ / � / � '1 124- roof panels Screwed Into Floor Joist \ / SEE FLOOR FOOTING DEATIL \ / � / M FLOOR FRAMING �� 114 1 S�:3W-1,-0 P ROOF FRAMIN PLAN 120' rYP. WALL FRAMING PLAN o WA SECTION 1 SCALE:sir-1'-0• 1 SCALE.11r-1'a 5/6'OSB or COX TREATED PLUYWOOD C SHEATHING GRADE 3/8'tZ PAN SH THING GRADE 3!8•EZ PANEL( FLOOR DECK NAILED W/8d NAILS @ Ir O.C. &BOTTOM NOTE: LED W/8d NAILS @ 8'O.C.TOP,&BOTTOM SECURE FLOOR DECKING SHEATHING GRADE 318'EZ PANEL EDGE(TOP&BOTTOM OF KINGS)&1Y O.C. EZ PA USED FOR UPLIFT DGE(TOP&BOTTOM OF OPEN TO FLOOR JOIST &SHEA UPS NOT REQ. O%S)$1Y O.0 NAILED W/ed NAILS®s"O.C.ON ill SEAMS&TOP& TVIIo#4 BARS @ TOP 4 BOTTOM NOTE: @ INTERMEDIATE su .(FOR SHFARWALL VALUE) TWO#4 BARS @TOP&BOTTOM @INTERMEDIATE SUPPORTS.(F�SHIJARWALL VALUE) DESIGN CRITERIA. W/(1d NAILS @(r D.C. * EXCEPT PENINOS NOTE: BOTTOM EDGE(TOP$BOTTOM OF OPENINGS)&1Y O.C. EZ PANEL USED FOR UPLIFT @ EDGES&IT O.C. 2 X 4 SPF STUD@ O.C. 2 x 4 P.T.JOISTS@161 D.C. 2X4SPF STUD @24'D.C. Design Code. A FEW, 2007 & 2009 Supplement @ INTERMEDIATE SUPPOR7§ EZ PANEL USED FOR UPLIFT @ INTERMEDIATE SUPPORTS-(OR SHEARWALL VALUE) &SHEAR CUPS NOT REQ. g O pp &SHEAR CUPS NOT REQ. 4'WNCRE7E 1/2'WEDGE BOLT 30'O.C.8.112'LONG EXCEPT @OPENINGS 2 X 4 SPF STUD 024.O.C. EXCEPT @OPENINGS 2 X 4 SPF BOTTOM PLATE (...or ePpa•d Ieslerler...) `'D°WIREM Wind Speed: 13® mph 6X610/10 WIRE H US 10/10 WIRE MESH 2 x 4 P.T.JOIST @ 1O'O.C. 2 X 4 SPF BOTTOM PLATE OR FIBERMEsId( 2 X 4 SPF TTOM PLATE OR RBEliilAESH 3/4"THROUGH BOLT -OR" LAGg Exposure. Exp-13 SECURE JOIST TO BOND BO1 RD W/2.164 NAILS @ EACH JOISIfT 2'NAILS RY 7 ANGLED EVE FLOOR 2 X 4 P .SILL PLATE 4"COMPACTED 4'COAPACTED SIMPSON#HE)ra4CONNECTOR Wind Importance Factor, Q, FRAME,1/Y FROM EDGE y Y LS EVERY 3' SAND OR GRAYIEL SAND OR GRAVEL SEE NOTE 4 LED INTO FLOOR SEENOTE4 Internal Pressure Coefficient. O" 1!2'X 2.1/Y LAG SCREW INTO FLOOR JOIST ME, IN FROM EDGE 5/8'or 3/4'WEDGE ANCHOR BOLT-M.O.C.8-1/2'LONG F W/2')(2"X1l8'FI7dE)ERWASHER (...or other epprovedf ...) Comp. & Cladding Design Pressure: 30 ASF 4 X 4 P.T.RUNNERS 2 x 4 P.T.BOND BOARD 8"Min o Sheathing ___ _Q TOE NAIL FLOOR JOIST 30•SINGLE HELIX ANCHOR p o Roof Dead Load TO RUNNERS W/2-12d 8"Min.to Sheathing T \ -_� �' -� NAILS @EACH JOIST/ MODEL MTE 30 AS MED. _ r.• .� e ` p ;{. :� e: p 6 F 1p Floor Dead Load - Wood 6 P'SF :° ~^ *** (1) Artfchor Minimum On *** NAILSRUNNER@ INTEEACH JOIST/ MODBY EL OWN MTE-ENGINEER.ATLANTA GA �� 7 +�••.•x •• %`%•• 2''r(%+�A�• •r WITH IN $7Y+/•O.C.MAX. �:'/':'•r� ( � • >s• : Wall Dead Load 3 PSF PRESSURE TREATED WOOD SHIMt$ ORAS REQUIRED BY LOCAL CODE OR LEVELING WHEN NECESSARW 30 DEGREES TO VERTICAL IN THIS PLANE(TYP) m. 1Y nlmlum ��� 12' nimium Each Tide Of Door Opening _ Able Side of Building Design Wind Pressure on Openings TYPICAL MONOLITHIC SLAB D TYSCTIONAOL AROUND t, On G g30 PSF SECTION ALL AROUND I *** (1) Anchor Minimum On *** sEcnoN''LLARotMD -- Roof Live Load 36 PSF SEE NOTE 1 Each Side Of Door Opening SEE NOTE 1 2'X12`X/2'(MINIMUM)SOIJ[9� K = "II 1r @ 7Y D.C.(TYP)@ EACH SKIP _ Floor Live Load - Wood 30 ASF NOTIES: T MONOLITHIC CONCRETE B DETAIL u WOOD. FLOOR ON ONCRETE SLAB DETAIL 1.ALL MATERIALS AIaID LABOR SHALL MEET OR ' SALE:I'-''� MATERIALS: XCEED APPLICABLE LOCAL CODES. s WOOD FLOOR FOOTING DETAIL NOTES: � NOS: Roof Sheathing: 7/116" Rated 24/0 1 SCALE: I- -1� 1.WHEN MONOLITHIC SLAB IS USED,THIS 2.U SS OTHERWASE SPECIFIED OR SURPERSEDED Wall Sheathing:1.WHEN FLOOR FRAMING IS USED.THIS BY A LICABLE kbCAL CODES,MATERIAL TO BE g: 3/8P Siding Rated 24/0 NOTE: FLOOR FRAMING IS NOT REQUIRED MONOLITHIC SLAB IS NOT REQUIRED 3000 P CONCR�,A615 GRADE 60 REBAR, FOR EXTERIOR WALLS GREATER 2.ALL MATERIALS AND LABOR SHALL MEET OR 2.ALL MATERIALS AND LABOR SHALL MEET OR A36 A.B., REP LAP=20", THAN 8'FLATWISE BLOCKING RI O'D @ PANEL EXCEED APPLICABLE LOCAL CODES. SEEM JOINTS.SECURE BLOCKING W/2.16d NAILS EXCEED APPLICABLE LOCAL CODES. 3.THIS MONOLIT SLAB IS DESIGNED FOR THE RE MNED FOR CODE COMPLIANCE TS,LLC 10'WIDE GABLE. CITY OF ATLANTIC MACH EACH END.PANEL JOINT IN CENTER 1/3 OF WALL 3.ALL LUMBER TO BE NO.2 GRADE SPRUCE UNLESS OTHERWISE SPECIFIED OR SURPERSEDED BACKYARD PRO�IOVD ODIFICATION PINE FIR OR EQUIVALENT ANY DEVIATION Y APPLICABLE LOCAL CODES,MATERIAL TO BE IS STRICTLY PRO}�Ig SEE PERMITS FOR ADDITIONAL 4.THIS FLOOR FRAMING PLAN IS FOR THE 3 PSI CONCRETE,A615 GRADE 60 REBAR, REOUIREMENTS AND CONOMONS. FILE C BACKYARD PRODUCTS,LLC 10'WIDE GABLE A36 .B.,MIN.REBAR LAP=20p. rI� ANY DEVIATION OR MODIFICATION REVIEWED B': ,/, DATA: - ' "• 4.THIS M NOLITHIC SLAB IS DESIGNED FOR THE IS STRICTLY PROHIBITED BACKY PRODUCTS,LLC 10'WIDE GABLE 5.IN THE EVENT OF A DIMENSIONAL OR ANY DEV ON AND MODIFICATION Rev. Date By Revision TO WHOM IT MY CONCERN: i MATERIAL DISCREPANCY,NOTIFY BACKYARD IS STRICTLY ROHIBITED. -T • 7 THIS STRUCTURE IS 1 OI-011 I D E THIS I CONFORMANCE BACKYARD PRODUCTS, LLC. A 3-16-09 SJB Was 2004 witli)QOos Supplement •71 G Bud LA E+• ` WITH SECTION 1609 OF THE GAF�L LE - FLORIDA 2007 FLORIDA BUILDING CODE PRODUCTS, LLC. (248),$25.3362 -L WITH 2009 SUPPLEMENTS FOR (248)620-4515 FAX •� WIND LOADS.ANY DEVIATION size AoorlEW _ DM BY. ScottBreltfald �RrAelm 1 FROM THESE PLANS rprrasr D M nop,.'MI48162 EcmBY. March 16,2 �1, FLORIDA REG.#31854-;' REQ PPROVAL OF THE � Momo�� C.Hutchinson •. Y - EER. scALe AS NoMO (734)242-MM SHEET 1 Of 1 8-0B£!se 10-0 Base 12-0" 14-0 16-61° 1&-0. Drawing Item Num Sb 6' ?Side Wafts ONL 16198