1611 FRANCIS AVE - SHED DRAWINGS 120"Framing
161-1/4" N
FIBERGLASS SHINGLES77„ 3/8"OSB or EZ PANEL Gusset 1
SECURE SHINGLES TO ROOF ***Gable Rafter*** 8 Simpson H2.5A Rafter to Stud w/ ***Gable Rafter*** 14 4d 1 Di 2"NAILED
Shank Nails
DECKING w/(4) 1-114"ROOFING NAILS � (10)8d 1-1/2"Galv.Joist Nails
( ) 9
***NOT INCLUDED WITH KIT*** Flush To Wall Siding 8 Flush To Wall Siding
1 x 3 Collar Tie
12"
-_ _ Vent_ - 12 See N-1 Gable SectionH2.5A
-_ _-_ _ _ = 7116"OSB Roof Panels 6 -� 1 x3SPF
- - - - -- - -- - - Collar Collar
_--_--__ _ _-_______= 318"x 4-3/4"Gable Trim Tie Tie 1-Layer 15#Felt 24"
17,
SB
oof
-- - - _ - -_ -- • • • 6„ 20" 7/26 OSPF RRafterDeck
-----= --=--_-__ =-- _---- 2x4 SPF 44 • • • 31 1
----- --------- --- --- -- Overhang . 2 12 Birdsmouth 24"
----- --------- --- -----
39 12"
1 1 1 2 x 4 SPF Top Plate
12�" 24" - 7„ 32-" 80-"
OVERALL 3/8"NG Corner Tri 48 2 2
3/8"OSB or EZ PANEL Gusset
4
HEIGHT GLUED&NAILED WITH
24"
(14)4d 1-1/2"RING SHANK NAILS SimpsonLSTA9
ud to Top with
120 " (8)dtGaly.1-1 2 Joest Notes 32" R/O Bottom Plate to be removed
84"
a RAFTER SECTION 16 ,2" 70" 2x4 SPF Stud Door Opening after wall is standing 144°
1 SCALE:1"=1'-0" Door 68-1/2"
80" 12" 32
SIDEWALL ' Opening Jack 24"
Stud " 8„
3/8"thick NG SmartSide 3/8SmartSide-NG
� 12"
Treated ANCHORS 24" 24" _+
72"O.C. 24"
Wood Floor x 4 Framing AS REQ'D 48" 96" Simpson SP4 2 x 4 SPF Bottom Plate
Secure door hinge board from W/6-Bd 1-1/2"Galy.Joist Nails
OPTIONAL 2 x 4 Treated Floor Framing 24" 17
Door panel Typical both sides of doors. DETAILS BELOW -I
&trim Shed panel 24
96" ' 48" t .� 12.116 64 16' 12 �' 12"
10 Mount door
144" 64
3)3"c's nk screws into framing. I mine board g..0 11144" y 12' 16 I Door Op -- 16" -.,r12" r
YP
T ical both sides of doors. "I " " @Hing
a EAVE ELEVATION n GABLE ELEVATION P DOOR INSTALL n EAVE SIDE FRAMING w/o DOOR o GABLE FRAMING with DOOR n STUD LOCATIONS / SINGLE DOOR CENTERED* ON EAVE
1 SCALE:3/8"=V-0" SCALE:3/8"=V-0" 1 SCALE:3/8"=V-0" 1 SCALE:3/8"=V-0" SCALE:3/8"=V-0" 1 SCALE:3/8"_V-0"
14- 1614"
FIBERGLASS SHINGLES 31,
SECURE SHINGLES TO ROOF 'g 3/8"OSB or EZ PANEL Gusset
DECKING w/(4) 1-1/4"ROOFING NAILS Simpson H2.5A Rafter to Stud w/ GLUED&NAILED with
***NOT INCLUDED WITH KIT*** 78' (10)8d 1-1/2"Galv.Joist Nails (14)4d 1-1/2"Ring Shank Nails
====V
___ ___- __--_ _- _-- _-- _ _- Vent 244" 24" 24" 244" x 1 x 3 Collar Tie
-- _ _ - 7/16"OSB Roof Panels * 1 x 3 SPF H2.5A 1 x 3 SPF I * 2 x 4 SPF Gable Connector
48"
_ - - - - - - - - 12 at to Collar Collar
_ _ _ _ - / 1-Layer 15#Felt
6 Tie Tie Y`�/
-__-_- _ _-_- _- -- 3/8"x 4-3/4"Gable Trim 7116"OSB Roof Deck
------- _ _- - _- 20" r
-- -- - - -- - -- 2x4 SPF m m 271" 2x4 SPFRafte
-- - = - - -- - Overhang 32' 12' Birdsmouth
-- -- - --- - rs ? 4---- - - - - -- - -- - 1T-k
--- - ---------------- -- Large Square Windows - - -- 82 LL
12016 2 x 4 SPF Top Plate
OVERALL --
HEIGHT 3/8"NG Corner Trim
19/32"x 3"Vertical Door Style 30"
2 x 4 SPF Stud
o
84" Black T-Handle 222 Stud to Top Plate
Simpson LST/U
SIDEWALL 9/32"x 3"Vertical Door T' 801. ()Bd Gaiv.1-1/2"Joi otes 3,-21" 1-Z1" 80"
3/8"thick NG SmartSide 1 682 70113/8"SmartSide-NG
12.,
Treated -
Wood Floor Simpson SP4
W/ 1-1/2"Galy,Joi ells 2 x 4 SPF Bottom Plate
OPTIONAL or uiv.For Up To 735 PIR 2 x 4 Treated Floor Framing
„ 2o-„ 24" 2o-„ 3
12" 24" 12' „ 32" 12" 24" 12" 2 2 Typ. 2 2
10 144" 120"
F EAVE ELEVATION with SINGLE DOOR CENTERED* G GABLE ELEVATION w DOOR 96„ 144" 48„ J GABLE FRAMING w/o DOOR
SCALE:3/8"_,'-0" 1 SCALE:3/8"_,'-o" H EAVE S l_DE FRAMING with SINGLE DOOR CENTERED*
GENERAL NOTES: 1 SCALE:3/8"=,'-o"
1.THESE STRUCTURAL DRAWINGS SHALL BE USED FOR THE CONSTRUCTION OF THE 1 -- -
SCALE:3/s"_,'-0" /NA
SHOWN STORAGE BUILDING. IN THE EVENT OF DIMENSIONAL DISCREPANY, MATERIAL NOTES: 5/B"OSB orCDX,REATED PLYWOODFLOOR DECK
NOTIFY THE ENGINEER FOR RESOLUTION OF CONFLICT.ANY DEVIATION FROM SECURE FLOOR DECKING ALL LUMBER TO BE NUMBER 2 GRADE SPRUCE PINE FIR OR EQUIVALENT.THESE DRAWINGS MUST BE APPROVED BY THE ENGINEER TO FLOOR JOIST NOTE: SHEATHING GRADE 3/6"EZ PANEL s/ SHEATHING ADE 3/6"EZ PANELALL PLYWOOD SHALL CONFORM TO THE LATEST EDITION OF W/d RING SHANK NAILS EZ PANEL USED FOR UPLIFT NAILED W/d RING SHANK NAILS @ G'O.C.ON ALL SEAMS&TOP& NAILED W/ RING SHANK NAILS@ 6"O.C.TOP&BOTTOM
2. FOOTING DESIGN BASED ON AN ALLOWABLE BEARING PRESSURE OF 2500 P.S.F. APA SPECIFICATIONS. @ 6"O.C.@ EDGES&12'O.C. &SHEAR CUPS NOT REO. BOTTOM EDGE(TOP&BOTTOM OF OPENINGS)&12'O.C. EDGE(T &BOTTOM OF OPENINGS)&12"O.C. ADE 3/8"EZ PANEL
3.THESE BARNS ARE TO BE USED AS STORAGE ONLY AND NOT FOR HABITATION ALL CONNECTORS/FASTENERS AND ITS SPACING SHALL MEET @ INTERMEDIATE SUPPORTS EXCEPT @ OPENINGS @ INTERMEDIATE SUPPORTS.(FOR SHEARWALL VALUE) @ E#4 ARS NOTE: @ INT MEDIATE SUPPORTS. NOTE: NG SHANK NAILS @ 6"O.C.TOP&BOTTOM
(FO HEARWALLVALUE) EZ PANEL USED FOR UPLIFTOTTOM OF OPENINGS)&12'O.C.
4.NAILING PATTERN FOR WALL,FLOOR AND ROOF SHEATHING TO BE 6"O.C.AT THE APPLICABLE CODES. 2 x 4 SPF STUD @ 24"O.C. EZ PANEL USED FOR UPLIFT 4 SPF STUD @ 24"O.C. &SHEAR CLIPS NOT REO. TE SUPPORTS.(FOR SHEARWALLVALUE)
EDGES AND 12"O.C.ON ALL INTERMEDIATE SEAMS FOR WALLS AND FLOORS. 2 x 4 P.T.JOIST @ 16"O.C. 2 X 4 SPF BOTTOM PLATE 4"CONCRETE &SHEAR CLIPS NOT REO. EXCEPT @ OPENINGSALL MATERIALS AND LABOR PER APPLICABLE LOCAL CODES EXCEPT @ OPENINGS 5/B"WEDGE ANCHOR BOLT 72"O.C.8-1/2"LONG 2 x 4 P.T.JOISTS @ 16" 2 SSTUD @ 24"O.C.
i SECURE JOIST TO BOND BOARD (...or other approved fastener...)
NAIL WITH 8d RING SHANK OR 8d HOT DIPPED GALVANIZED NAILS.FASTENING W/2-1d RING SHANK NAILS 2'NAILS EVERY 3" ` 2 X4 SPF BOTTOM PLATE
7/16"O.S.B. DECKING:ORIENTED STAND BOARD AS MANUFACTURED ANGLED INTO FLOOR FRAME 6X OR FIB WIRE MESH ` / EXISTING CONCRETE SLAB
IS IN CONFORMANCE WITH TABLE 2304.9.1 FASTENING SCHEDULE OF THE 2014 @EACH JOIST OR FIBERMESH 2 X 4 SPF BOTTOM PLATE
3/8 thick No groove
FLORIDA BUILDING CODE BY LOUISIANA-PACIFIC COMPANY, PORTLAND,OR. ...RATED 24/0 2 X 4 P.T.SILL PLATE 1/2'LAG SCREW
Gable Panel 1/2"X2-112"LAG SCREW INTO FLOOR JOIST
5. FOR EDGE JOINTS BETWEEN UPPER AND LOWER ROOF PANELS THE i W/2x2%1/8"FENDER WASHER 4'COMPACTED \ 3/4"THROUGH BOLT
3/8"EZ PANEL SMART SIDING:SMART SIDING AS MANUFACTURED *** NOTE k** \ 2"RING SHANK NAILS EVERY 3"
FOLLOWING APPLIES: SAND OR GRAVEL 4X4P.T.RUNNERS JV
BY LOUISIANA-PACIFIC COMPANY, PORTLAND,OR. ...RATED 24/0 4 X 4 P.T.RUNNERS 2 x 4 P.T.BOND BOARD SEE NOTE 4 ANGLED INTO FLOOR FRAME SIMPSON#HD5B CONNECTOR
1) USE EDGE CLIPS IF LOWER PANEL IS OVER 12 INCHES WIDE Flush Gable ane!
2)USE BLOCKING IF LOWER PANEL IS LESS THAN 12 INCHES WIDE TOE NAIL RS W/2-12d
a"M'n' 50WEDGE ANCHOR BOLT 72"o c 'LON
TOE NAIL FLOOR JOIST
TO Top Of after TO RUNNERS W/2-12d RING to 30'SINGLE HELIX ANCHOR TO RUNNERS W/2-12d RING E A S G
SHANK NAILS @ EACH JOIST/ Sheathing MODEL MTE-30 AS MFD. 8 M t Sheathing SHANK NAILS @ EACH JOIST/ (...or other approved fastener...)
SECURE ROOF DECKING W/8d ( RUNNER INTERSECTION BY TIEDOWN ENGINEER.ATLANTA,GA. ---= ----�---•', -- in. o Shea ing RUNNER INTERSECTION
2 x 4 SPF 2 x 4 SPF .; WITHIN 24"+/-OF CORNERS&72"+/-OC MAX.
2 x 4 P.T.JOISTS @ OVERHANG BLOCKING OVERHANG RING SHANK NAILS i.'•;a• D d\\
\ _
�� ORAS REQUIRED BY LOCAL CODE •.. •..
_ 30 DEGREES TO VERTICAL IN THIS PLANE(T'YP) '; ::.:,s.:;::; :.:%•'. \ \ C PRESSURE TREATED WOOD SHIMS
16"OC(TYP)... PRESSURE TREATED WOOD SHIMS FOR LEVELING WHEN NECESSARY • • • i- -i
FOR LEVELING WHEN NECESSARY
SECURE JOIST TO 2 x 4 SPF Overhang
' -_
11„ SILL w/(2) 16d RING 7 j W Mln,mium
n \�l,\V -
1 2 HANK NAIL 4- 30"SINGLE HELIX ANCHOR MODEL MTE-30 AS MFD.
6 S S TYPICALMONOLITHIC SLAB -
C D -
i \ TYP / EACH JOIST SLI CO.0 (TVP)@EACH SKID - WITH IN 24"+/ OF CORNERS&72"+/-OC MAX. SECTIONSEE NorEROUNO
48'I SOLID CONCRETE BLOCK _ �
X QUANTITY REQUIRED �-- ,2" -I
T 6„ 1 11 2 x 4 SPF Top ate l 244" NOTE: 0
v DeOckn g yp 2%4 SPF BlydSm Uth RBfteA 3/8"thick Ga le Trim FOR EXTERIOR WALLS GREATER
THAN 8'FLATWISE BLOCKING REQD @ PANEL
JOINTS.SECURE BLOCKING W/2-16d RING SHANK NAILS 1/
\ / EACH END.PANEL JOINT IN CENTER 1/3 OF WALL
c 2 x 4 P.T.BOND ,
3/8"OSB or EZ PA EL gusset 24 O.C.
BOARD BON ... GLUED&NAIL D WITH
2 x 4 SPF Overhang
Cf) SECURE BOND@ (14)4d 1-1(2"RIN SHAKNAILS Typ Blocking R WOOD FLOOR FOOTING DETAIL s MO OLITHIC CONCRETESLAB DETAIL T OOD FLOG ON EXISTING SLAB DETAIL
m CORNERS w/(3)i6d
r / \ 1 / RING SHANK NAILS 1 SCALE:1"=V-0"
U / \ 1 SCALE:1"=1'-0" SCALE:1"=V-0"
z l I (2)1 x 3 COL R TIE
161-1/4" 2ND&4TH FTERI ` WOOD FLOOR FOOTING NOTES: MONOLITHIC SLAB FOOTING NOTE;/: CONSTRUCTION NOTES: WOOD FLOOR 0 ISTING SLAB FOOTING NOTES:
144 SECURE COLLAR TI S
\ , TO RAFTERS W/3-6d ING,SHANK OVERHANG 1.WHEN MONOLITHIC SLAB IS USED,THIS , 1.WHEN FLOOR FRAMING IS USED.THIS 1.PLYWOOD PANELS SHALL BE INSTAL D 1.ALL MATERIALS D LABOR SHALL MEET OR
NAILS(3 NAILS H FTER) W/FACE GRAIN PARALLEL TO STUD .
q FLOOR FRAMING IS NOT REQUIRED � MONOLITHIC SLAB IS NOT REQUIRED ': EXCEED APPLICA LE LOCAL CODES.
LU 5/B"OSB OR CDX TREATED ROOFING NOTES:
z PLYWOOD...SECURE 2.ALL MATERIALS AND LABOR SHALL MEET OR 2.ALL MATERIALS AND LABOR SHALL MEET OR 2.ALL HORZ.JOINTS SHALL CKIN VER
LU FLOOR DECKING TO 2 x 4 SPF r0 Plate EXCEED APPLICABLE LOCAL CODES. EXCEED APPLICABLE LOCAL CODES. FRAMING. FLATWISE BL, HALL
96" FLOOR JOISTS w/Bd RING , , p \ 1.APPROVED SHINGLES INSTALLED I BE USED AT ALL HORZ.PANE OINTS.
OSB - - - - SHANK NAILS @ 6"OC @ 3.ALL LUMBER TO BE N0.2 GRADE SPRUCE PER MANUFACTURERS INSTRUCTION/ 3.UNLESS OTHERWISE SPECIFIED OR SIJRPERSED
m PINE FIR OR EQUIVALENT 3.PANELS SHALL BE ATTACH TO BOTTOM
Decking EDGES&12"OC @ --- --- 4 NAILS PER SHINGLE BY APPLICABLE LOCAL CODES,MATERIAL TO BE PLATES&TOP PLATES.
a / \ / \ INTERMEDIATE SUPPORTS 7/16"OSB RO PANEL i i 2 X 4 S F Stud 4. 4.THIS FLOOR FRAMING PLAN IS FOR THE 3000 PSI CONCRETE,A615 GRADE 60 RtEBAR, LOWEST PLATE SHALL B
@ 24" O.C. BACKYARD PRODUCTS,LLC 10'WIDE GABLE 2. H CLIPS ARE USED BETWEEN A36 A.B.,MIN.REBAR LAP=20". ATTACHED TO FOUND ION(OR BOND
4 x 4 P.T.RUNNERS I , ANY DEVIATION OR MODIFICATION EVERY RAFTER BETWEEN THE UP EI BEAM)W/RING SHAN NAILS OR CONNECTORS
IS STRICTLY PROHIBITED AND LOWER ROOF PANELS. 4.THIS MONOLITHIC SLAB IS DESIGNED FOR THE OF SUFFICIENT CAP' ITY TO RESIST THE
(TYP) ...TOE NAIL BACKYARD PRODUCTS,LLC 10'WIDE GABLE UPLIFT DEVELOPED THE PLYWOOD
FLOOR JOIST TO 3/8"Smart ide-NG SHEATHED WALL$.
cD 5.IN THE EVENT OF A DIMENSIONAL OR ANY DEVIATION AND MODIFICATION
- RUNNER w/(2) 16d 4.WHERE WINDOWS&DOORS INTERUPT
/ \ \ / � �� RING SHANK NAILSIllHill Secured With Sd �__MATERIAL DISCREPANCY,NOTIFY BACKYARD j IS STRICTLY PROHIBITED.
/ @EACH JOIST/ _J PLYWOOD SHEATHING,FRAMING ANCHORS
Ring Sh .nk Nails PROD TS. 5.THE MONOLITHIC CONCRETE SLAB SUPPLIED SHALL
OR CONNECTORS SHALL BE USED TO
r 1 RUNNER 120„ BE TREATED FOR TERMITES PRIOR To BUILDING f�EIST THE APPROPRIATE UPLIFT LOADS.
INTERSECTION INSTALLATION.
48" 48" 24" 1212'Corner Trim 2 x 4 SPF 3ottom PI \,
OSB OSB OSB 13 5/8"thick Floor Sheathing
135-"Roof Line *SINGLE DOOR ON EAVE SIDE AVAILABLE IN VARIOUS LOCATIONS
16"Max. Decking Decking Decking 16
To First Helix 117" SEE FLOOR NOTE: DESIGN CRITERIA: FBC 5th Edition (2014)
Anchor Screwed Treated Joists FOOTING DEATIL 1.THIS ROOF PLAN IS GOOD FOR THE 10'WIDE Rev. Date By Revision LZ
Into Floor Joist GABLE ONLY.ALL MATERIAL AND LABOR SHALL 3zichard KOZIO I 9- AR ECTURAL GABLE
MEET OR EXCEED APPLICABLE LOCAL CODES. 2 X 4 TREATED Ultimate Design Wind Fir. Live Ld./Wood s qc Roof Live Load s{� A 2/19/2016 JD Revised Eave Framing to accomodate Un(versal Single TO WHOM IT MY CONCERN fBMA4
�120" 40 (P � 36 (p y 36 �z16�� THIS STRUCTURE IS Floor F ame Seed In h Door Desi n t. \ DESIGNED IN CONFORMANCEP1iODUCTS LLC. �1�
1 D E - FLORIDA
Wind Exposure Fir. Dead Ld./Wood s ADDED TERMITE TREATMENT NOTES T 1 MONOLIT ICS WITH SECTION 1609 OF THE '
p B (p f) 6 Roof Dead Load (psf) 6 B 3/23/2016 JD CONCRETE SLAB NOTES .a}624 aa15 F41, FBC 5th EDITION(2014) sig woo"Ess er Jeff Day �• -
L WOOD FLOOR FRAMING M ROOF FRAMING N GABLE SECTION Nomina esign Wind Design m ressure FLORIDA BUILDING CODE FOR
1000 Temes Dr.
FLORi['�A i1Eh.1?�1659 WIND LOADS. D Monroe,MI aet6z Eoirs ar. Jeff Day January 4,2016
SCALE:3/8"=V-0" 1 SCALE:3/8"=V-o" 1 SCALE:1-1/2"=V-0" Speed Onph) 108 On Openings(psf) 42 Wall Dead Load (psf) 3 s� As Noted (734)242.8900 SHEET 1 of 1
Int. Pressure Coef. omp. lad. Design MATERIALS: Depth Dim."A" 8'-0"Base 10'-0"Base 12'-0"Base 14'-0" 16'-0" 18'4" 20'-0" 22'-0" 24-4-
Int. Pressure(psf) 42 Roof Sheathing: 7/16"Rated 24/0 Gable Style
10'-0"wide by:
Risk Calegory 1 Wall Sheathing: 3/8"Siding Rated 24/0 (7'-0"Side Walls ONLY)