HomeMy WebLinkAboutSHED PAPERWORKSETUP AND INSTALLATION OF SINGLE WIDE SHED
4. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY LINE, ETC.
2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED, THE
BUILDING IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE
BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING
IS SUPPORTED TO LEVEL, BLOCKED, AND THEN SHIMMED.
3. AFFER THE BUILDING IS LEVEL, MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT
SPACING (SEE TABLE 3).
4. ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED
THRU THE 2"x4" BOTTOM PLATE WITH A 1/2" AUGER BIT. 1/2" EYEBOLT OR OPTIONAL
1/2" THREADED ROD (FOR A "HIGH SET") IS SECURED THRU THE HOLE.
5. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO
FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS.
6. IF THE UNIT HAS A FLOOR, EITHER A HOLE IS DUG FOR THE 30" AUGER ANCHOR AND
BACKRLLED AND SECURED AS PER THE DETAIL OR A 1/2" HOLE IS DRILLED INTO THE
CONCRETE 1-1/2" OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM
PLATE AND A SIMPSON A-24 (OR EQUAL) IS SECURED TO THE CONCRETE WITH A 1/2"
WEDGE ANCHOR.
7. IF THE UNIT IS A 'NO FLOOR' OPTION, ANCHOR WITH 1/2"x5" WEDGE ANCHOR THRU THE
2"x4" BOTTOM PLATE.
TABLE 1
ANCHORING TO CONCRETE
SHED WIDTH
UPLIFT (P(F)
ANCHOR SPACING
20'-0"
400
s-Er
IS-8"
280
S-6"
I V-8"
240
S-Er
10'-0"
200
s-e
8'-0"
160
3'-"
6'-0"
120
S-6•
TABLE 2
SKID RUN ER SPACING*
SHED WIDTH
X1
X2
X3
I V-a"
2'-8'
5'-4'
-
Io'-O"
V-7"
6 -10"
-
8'-0"
0'-9"
V-6"
-
6'-0"
0'-10"
51"
-
VALUES ME FROM END OF JOIST M CENTERS OF (2) 4"x4"
SKIDS ONLY. IS-8- WIDE SHEDS HAVE (4) SETS OF SIUOS.
SETUP AND INSTALLATION OF DOUBLE WIDE SHED
1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBM 86&"Fpar
PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP. a CnU;
2. BLOCKS ARE THEN PLACED AT THE END, CENTER, AND OTHER END TO LEVEL ONCE THE
BUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING (SEE TABLE 3).
3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE
FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1)3"x44"
BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE
LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS
PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE.
4. GROUND ANCHORS ARE THEN ADDED (SEE TABLE 4B).
5. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS
REMOVED.
6. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO
FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS.
TABLE 3A
PAD TYPES
TYPE
PAD DIMENSIONS
MAX. LOAD-
MATERIAL.
2"x8"x16"
1778LBS
CONCRETE BLOCK QUALTIY
CEMENT AND SAND MIX
II
4"x8"x16"
350OLBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
III
16"x16"
3950LBS
ABS PLASTIC PADS
IV
8"x8"x16"
1900LBS
CO
CEMENT
CRETE BLOCK
AND SAND
OU L11Y
MIX
• BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL)
NOTES
1. HOLLOW OR SOLD CONCRETE BLOCIC: (81B"x167 MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 49' WITHOUT REINFORCING.
2. MS PADS REQUIRED ON IV-6- AND IS-e" WOE SHEDS ONLY.
TABLE 3
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE & DOUBLE WIDE SHEDS
SHED DESCRIPTION
PAD
MAXIMUM LOAD AND PAD TYPE
SHED WIDTH
TYPE
LW(PLF)
END PAD
MAX. SPACING
END PAD
SIDE RUNNER
PAD TYPE
INFERIOR
PAD
SIDE RUNNER
PAD TYPE
13,-8"
SW/DW
4.15/332
0" TO 6"
6'-0"
1936LB
I, II, III, OR IV
1879LB
I, 11. III, OR IV
i V-8"
SW/DW
6.00/480
0" TO G"
6'-0.
2558LB
I, II, III, OR IV
2558LB
I, IL III, OR IV
10'-0"
SW/DW
5.00/400
0" TD 6"
6'-0"
2400LB
I, II, Ill, OR IV
2400LB
I, II, III, OR N
8'-0"
SW
4.00/320
0" TO C
6'-0"
2029LB
I, II, III, OR IV
2133LB
I, II, III, OR IV
6'-O"
SW
3.00/240
1 O" TO 5"
6'-0"
1658LB
I, II, III, OR IV
1866LB
I, II, III, OR IV
• LOAD WIDTH OF UPUFT ON RUNNER
NOTES
1. PAD SPACING IS END TO CENTER OF PM.
z PADS OTHER THAN END PADS SPACING IS CENTER TO CENTER.
3. USE SAME MA MUM SPACING FOR INTERIOR SPACING
GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS
1. BUILDING ANCHORS SHALL BE "MOBILE HOME" TYPE HP-1 SINGLE HEUX EYE
AUGER ANCHOR BY HOME PRIDE OF BRISTOL. VA. OR EQUAL AVERAGE
HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS.
2. ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE (BY DEALER).
LOCATE ANCHORS PER TABLE 4A OR 48.
3. THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE
(FLOOR SYSTEM) AND ATTACHED TO ANCHOR.
TABLE 4A
30" AUGER ANCHOR SPACING - SINGLE WIDE
SHED WIDTH
LW
UPUFF (PLF)
END ANCHOR--
MAX. INTERIOR SPACING...
13'-B"
7.00
243
S-Cr TO S-(r
1 o'-O"
6.00
208
07-0" TO V-V
10'-0"
17`4,"`
o'-o" TO S-0'
'16 -0-
8'-0"
4.00
138
1-0" TO 3'-0"
10'-0"
6'-0"
3.00
104
S-or TD S-W
10'-0"
TABLE B
30" AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH
LW
UPUFT (PLF)
END ANCHOR'-
MAX. INTERIOR SPACING...
20'-0"
10.00
400
S-T TO S-Or
5.-0"
• LOAD WIDTH OF UPUFT ON RUNNER
•• LOCATON FROM END WALL OF AUGER ANCHOR
••• MAGNUM SPACING BEIWEM ANCHORS
NOTES
1. ANCHOR SPACING IS DESIGNED AS PER ASGE-7.
2 ALL MEASUREMENTS ME CENTER -TO -CENTER.
3. THE MIMMUM NUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER.
ADDRIONAL INTERIOR ANCHORS ME REQUIRED IF SPACING IS MORE THAN 10'-0"
BETWEEN ANCHORS-
4. ANCHORS SHALL DE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN
EXISTING BUILDIN(k01 WHICH ANCHORS CAN BE PLACED ON THE END W&UEI AS CLOSE
TO THE SDE M POSSIBLE
SCAN E®
L
2"a2" GALVANIZED WASHER
St LUCI2�OUPI�/
2"x2" GALVMaw WASHER
WITH 1/2" NUT
WITH 1/2' Nur
1/2" THREADED ROD
OPTIONAL FOR THIGH SET"
NOTCH OR COUNTERSINK BOLT
1/2" THREADED ROD " -- -f`
OPTIONAL FOR "HIGH Saw I. ..
? Gr
EYES BOLTED TOGETHER WITH 1/2"a2'
BOLT &NUT WITH (2)2"x2" GALVANIZED
1/2" COUPLER
THRU 2"a4" BOTTOM PLATE
2"x4" BOTTOM PLATE HALED
1/2" CO PU ::
�n�6y�,,y�,,�
X
WASHERS (2000LD SHEAR CAPACITn
MIN.
1/2"a5" (400 IB.) CONCRETE
TO 2"TEES" P.T. BASE
1/2"a12" FORGEO{'E�Y�EBOLT�'°°�'
a •
a'. .
WEDGE ANCHOR INTO SLABi
THRU 2x4" P.T. BOTTOM PLATE_
_" MN.
�_
EYES BOLTED TOGETHER WITH_7/2 xz � -TYPExI.TIL III, OR N PAD WITH
-
(SEE TABLE 1 MR SPACING)
e-
�
BOLT & NUT WITH (2)2"x2" CALVMIZm a� BLOCKINC'M REQUIRED (SEE TABLE 3).
WASHERS (2000LB SHEAR CAPACITY)
1/2 x3" (4UO LB.)
CONCRETE WEDGE ANCHOR
SMPSON A-24 CONCRETE SLAB BY OTHERS THROUGH
CLIP OR EQUAL LOCAL CODES AND JURISDICTION
CONCRETE SLAB BY OTHERS THROUGH
LOCAL CODES AND JURISDIMON
30 EARTH AUGER ANCHOR
(SEE TABLE 4�PORTSPACWG)
(SEE TABLE 1 FOR SPACING)
" V� 3'SHEQ3WITH.SKI
SHED WITH SKID
SHED
WITH 'NO FLOOR' OPTION
lv-ITORPADYORIBL_OCKING
ANCHORED TO CONCRETE
ANCHORED
TO CONCRETE
TIE
-DOWN DETAILS
CODE YERSON DC -17 rm. rd n
MANU i-N wPDam sxms
EuUmNG TYPE
CONs1RUcRGN
FIRE SUPPRESSION SYSTEM NPIE
OCcuPANLY slanux
AU.DWAELE NUMBER OF STORIES I
LT c WIND SPEED I Y Im
0.16
1.16
ROOF UYE Lao aws w a�a
Fl.00R OFAD Lan aPss
RDOR wE LOAD I510. T6PS - 1]6P3 OPf.
HURRK/VE PROTECTION USAGE Ip
HIIRRIUNE sH0]FA USAGE 1p
SQUARE FOOTAGE USS PM TIES SQJT.
REVISIONS
(n _ -... MT13
Q Dam:
LLJ 4/26/16
Scab:
(n O6aI N A
LLJ ALL
C) GENERAL NOTES
1. FOUNDATION PLANS ME NOT PART OF THIS
PLAN SET AND ME GOVERNED HY LOCAL
JURISDICTION.
w 2. THIS BUILDING IS EXEMPT FROM THE FBC
_j NERGY CONSERVATION CODE PER SECTION
15.
m 3. REFER TO TIE -DOWN DETAILS FOR PROPER
D INSTALLATION REQUIREMENTS TO MEET CODE
O
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PSI APPROVAL 2018-01-18
• D4 ALUMINUM ROOF SHEATHING
-0' MAX.
da 1z RUNNERS
K RIEGE 1� I
n_
0
0
w 24' O.C.
MAX.M
END WA.. TRUSS
Side_ Wall Header Schedule (180C) End Wall Header Schedule 180C
She{d} Mar Span NJtD} Festenersw/ostmp
Building Width Fasteners w/strap TXu.isi n
Side Up to ib' Wide 1-2'k4" 6'-0" 0 c -3' z 0.131- nets
MO. Span NJ(b) (each end) 2-2-W(C) 1 flr " B{d} I a- x11131 ..Is
1.4'x4' 6'-D' 0 3-3'x O.131'nails e. a umberoesem r D. grade plot In Ir IumDEr.
4'X4"w2h4' 8'-0" 1 6-3'x 0.131'.nails D.NJ-IJumberofjack studs requred to slpport eecn end.
c, Laid Plat
a. Tabulated values are for No. 2 grade Spmce,Pine-Fh lumber, d. No JECk studs, but h6 studs laid rat.
Id. NJ- Number ofjack studs required to support each and.
c. Window header for vrndow openings that have more than 50°h combined stud wall above k�
and below, othervdse use door header schedule. 1 SEE FAMIOBI SaawIE For PdloNs.
d. See header details for alternate layouts, i.e. 2-2'x4' or 4'x4' P.T. ;BE
= � n� F.M.
e. The header can be attached to the top plate and thus have the combined strength dp BEiCA'. 0"IuE Iarm ro Dom xrJ it
equivalent and use the maximum span stated.
WAL sews �
II
� jl 9N4E 3•M-
I i! I II. _ � 11FACU1
i II
I I I Or �:.• rmm In• PLTNyro
maFvmt oa (IM14•
Ir:Ir oN 1¢:4• BE,"Lyl WAu snos WTI S sEnvan
s�sJmx�c ASas�rROmoNs 12' MAX.
- HYDROVENT DETAIL SIDE WALL WINDOWS END WALLS WINDOWS &
TIO AL & DOORS DOOR 6' WIDE OR LESS ):OP
p
1 ,
CODE INFOR ATION
CODE y :.M ,
4AHUFACNREA SVPFIaDR SxE35
BUILDING TYPE UIEe atOW
I3SOfHrtLL u N sronACE
CONSTRUCTION TYPE V-a
FIRE PRadrECTION NdNE
FIRE SUFFRESSION SYSTEM NONE
214' OCCUPANCY andIACE
ALOWAsu: NUMBER OF STOR16 1
BASIC WIND SPEED
DIPOBURE C
4"x4" W/2%4" ENCLOsum dclmrn
INRnNA PRESSURE COEFFICIENT +/- wa
IMPQFrFANCE FACTOR I.ta
witerttakm ROOF DEAD TOAD IwSF
G.F.I. - + NDiEs-OPTIONAL ELECTRICLt`"'+w� RppF LIVE LOAD 3aPS• as rye NMT tab
OUTLET SW c� FLOOR DEA➢ LOAD 10PEF
-ALL WIRING SHALT. BE 14 GAGE 3-WIRE MC UBLE. CODERc V;£W
N I E -ENCASE IN ALL METAL BOARS. - E:r c n.urim. n- FLOOR UVE LOAD - sm. 75P5F - 12BISF wT.
SOURCE
,al ro:.: P:^v
DESIGN PRESSURES L IE ]/.ts^re •R' IUnNG OF WAlls, FLOOR. RODE N/A
ROOF +27.6 -94.7 ROOF FRAMING PLAN WIRING DIAGRAM ueN.1a, FWdv ai.F39 MODUIES PB3 BUILDING 1
AL15/000R5/ lN001 S +32.5/-29.2 (OPTIONAL) Plain 9nlO.r.waO.c mama PE HURRICANE PROIECIIDN USAGE NO
fEPEp]3]9, IA PE M301]
tsUECE.XIA m PEFu'. HURRICANE SHELTER USAGE NO
MIm( PI 4PNE YE' d[I WNL •Otgl iLfAlICNS Yam. SDUAFE FOOTOGE 719 WO . Qi tE4
mEW.
RLYISIONS
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Ll 41 LJ J CN EIx41 f W A4MN 4LL r0 aCLE NW m ]O dEz A F. 4, AL SNM. NArFX+. TRU545, ETG ME YA /3 SGP. IX®]
WITH DOOR &WINDOW OPTIONS LOlmNuow LUN PAM r ,0 µr 41ans u¢ O u Nmm.
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ELEVATION CROSS—SECTION END ELEVATION IW' AnAom Wml sEut Foram o, ci slm OF Tar tEA oaoR
- a/4- P.r, vEYWoro TRw 0,1 W NDUINA rxdNEss La e. COME
� m BE uNsrAUEn y sITE or downs rlwu tocAL
iO4 WI P.T.i4w SE - Idle TGC
TYPICAL ARCH CRANE Wmi DOOR *AEEE 2 For duA AND - a/4- P.T. Tac O ]. A "lidi AD rocs TO Wour TIE MIMMAJ SP Oncirws
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END ELEVATION END ELEVATION
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TABLE 2
D I y8 P.T. 24• D.G T9.
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..................
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�I Matthew T. BaldWin P.E.
z Florida License #64608
A SEEK
WmtOur DOOR WITH GARAGE ODOR Sheet: SSB-1 OF 1
EwLYd dm¢AV FLOOR FRAMING PLAN F m
Side_ Wall Header Schedule (180C) End Wall Header Schedule 180C
She{d} Mar Span NJtD} Festenersw/ostmp
Building Width Fasteners w/strap TXu.isi n
Side Up to ib' Wide 1-2'k4" 6'-0" 0 c -3' z 0.131- nets
MO. Span NJ(b) (each end) 2-2-W(C) 1 flr " B{d} I a- x11131 ..Is
1.4'x4' 6'-D' 0 3-3'x O.131'nails e. a umberoesem r D. grade plot In Ir IumDEr.
4'X4"w2h4' 8'-0" 1 6-3'x 0.131'.nails D.NJ-IJumberofjack studs requred to slpport eecn end.
c, Laid Plat
a. Tabulated values are for No. 2 grade Spmce,Pine-Fh lumber, d. No JECk studs, but h6 studs laid rat.
Id. NJ- Number ofjack studs required to support each and.
c. Window header for vrndow openings that have more than 50°h combined stud wall above k�
and below, othervdse use door header schedule. 1 SEE FAMIOBI SaawIE For PdloNs.
d. See header details for alternate layouts, i.e. 2-2'x4' or 4'x4' P.T. ;BE
= � n� F.M.
e. The header can be attached to the top plate and thus have the combined strength dp BEiCA'. 0"IuE Iarm ro Dom xrJ it
equivalent and use the maximum span stated.
WAL sews �
II
� jl 9N4E 3•M-
I i! I II. _ � 11FACU1
i II
I I I Or �:.• rmm In• PLTNyro
maFvmt oa (IM14•
Ir:Ir oN 1¢:4• BE,"Lyl WAu snos WTI S sEnvan
s�sJmx�c ASas�rROmoNs 12' MAX.
- HYDROVENT DETAIL SIDE WALL WINDOWS END WALLS WINDOWS &
TIO AL & DOORS DOOR 6' WIDE OR LESS ):OP
p
1 ,
CODE INFOR ATION
CODE y :.M ,
4AHUFACNREA SVPFIaDR SxE35
BUILDING TYPE UIEe atOW
I3SOfHrtLL u N sronACE
CONSTRUCTION TYPE V-a
FIRE PRadrECTION NdNE
FIRE SUFFRESSION SYSTEM NONE
214' OCCUPANCY andIACE
ALOWAsu: NUMBER OF STOR16 1
BASIC WIND SPEED
DIPOBURE C
4"x4" W/2%4" ENCLOsum dclmrn
INRnNA PRESSURE COEFFICIENT +/- wa
IMPQFrFANCE FACTOR I.ta
witerttakm ROOF DEAD TOAD IwSF
G.F.I. - + NDiEs-OPTIONAL ELECTRICLt`"'+w� RppF LIVE LOAD 3aPS• as rye NMT tab
OUTLET SW c� FLOOR DEA➢ LOAD 10PEF
-ALL WIRING SHALT. BE 14 GAGE 3-WIRE MC UBLE. CODERc V;£W
N I E -ENCASE IN ALL METAL BOARS. - E:r c n.urim. n- FLOOR UVE LOAD - sm. 75P5F - 12BISF wT.
SOURCE
,al ro:.: P:^v
DESIGN PRESSURES L IE ]/.ts^re •R' IUnNG OF WAlls, FLOOR. RODE N/A
ROOF +27.6 -94.7 ROOF FRAMING PLAN WIRING DIAGRAM ueN.1a, FWdv ai.F39 MODUIES PB3 BUILDING 1
AL15/000R5/ lN001 S +32.5/-29.2 (OPTIONAL) Plain 9nlO.r.waO.c mama PE HURRICANE PROIECIIDN USAGE NO
fEPEp]3]9, IA PE M301]
tsUECE.XIA m PEFu'. HURRICANE SHELTER USAGE NO
MIm( PI 4PNE YE' d[I WNL •Otgl iLfAlICNS Yam. SDUAFE FOOTOGE 719 WO . Qi tE4
mEW.
RLYISIONS
'aix ` :v ou+w+ r '�D ° - REV DESCRIPTON DATE BY
i
• E8 i / 04 4H" WAL
i sxEATEwNc mllaNs
Y 4 � EcmL
za• D.G � � �
i J
L4 PoIMER 01(
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i
EYSmE J %, W Drarm By, MT6
a GO riALS d d d J DOty:
az 2/12/17
da Y(4L O $tits
NA
2N EMU_ 2M sou, MrE V) W aml :
2{' ac 4KK. nnca FIWlmc : AN
SS-B-I BOCR1
3N SAE MrE L! SqE MlE
fiAlEl nUi/CK D_ W 1. fWNMTMN RN6 ME Nan PMn Li 1M5 RNI SET D APE
GOR]MD FT LIXYL JIIP>mICINN.
2 1N5 BUMWG 5 E)iilP] iIRA1 1xE nx: OIER4Y CdISTRVAnd1
AL sNw sE1Y1Ra m 54E M]E W J a>:UE PfP Io11]}.
AO EL0.W EWMIND Md GDm• D_ 1 PF)EN ,IE- oE]NIS EM PMFfli OIS]AIATNYi
s9Av b/e-Eee rN+7s STANDARD WALL DETAIL N°'e WAL 'aW10 4Nmxs A¢ cok^N'wus mW Q IsaluPEiidrs TD coot
Ll 41 LJ J CN EIx41 f W A4MN 4LL r0 aCLE NW m ]O dEz A F. 4, AL SNM. NArFX+. TRU545, ETG ME YA /3 SGP. IX®]
WITH DOOR &WINDOW OPTIONS LOlmNuow LUN PAM r ,0 µr 41ans u¢ O u Nmm.
Ilazs ¢•-0• ro IY!'� I VMaEs ¢'-¢• ro IY-E• fl 0.1YISM NDr COMtVUQS SREr META EVAI3. n6. Be CLIPS v% 0 S s1RUCNHES UVE4 Aa0 50. R. TNLL WNE AN ea• 4MdNM
ELEVATION CROSS—SECTION END ELEVATION IW' AnAom Wml sEut Foram o, ci slm OF Tar tEA oaoR
- a/4- P.r, vEYWoro TRw 0,1 W NDUINA rxdNEss La e. COME
� m BE uNsrAUEn y sITE or downs rlwu tocAL
iO4 WI P.T.i4w SE - Idle TGC
TYPICAL ARCH CRANE Wmi DOOR *AEEE 2 For duA AND - a/4- P.T. Tac O ]. A "lidi AD rocs TO Wour TIE MIMMAJ SP Oncirws
SPPdp.
2w yfi D
2l- 0 NAR
(2) rW- Ub MT
_ b—
3WBMe
ANLS
HOb9
S.s- UD MT
w YAE MlE
rEOM rs".
\J Ll LJ lJ
¢'-0- ro tr-9• Aws a -a' m IY-e-
END ELEVATION END ELEVATION
x
9E0 {Oa1 tl R a
IJ'-a• Y-lo1• f-la]' I' -IOC•
-
9•-0•-
fi•-0• a•-lo• el• -
I � MCrW tlOO m]m m"m9•nunffi'
I
o I
I
•� I
x I
o I
TABLE 2
D I y8 P.T. 24• D.G T9.
g I rn,. Yl Ir5P3 0 1¢• oA
� rm. Wml a/a' rat r,_reavm
MN ORE � SEE
Weir 2 Fa auMm Aw
W)"NO.
i
I
I
i
v LL As GFp nuaw ewniNc coBE.
6 MT 4Er4 SIPA^S UN BE BFNr A9WND SPUCIURIL MEVBDS
CF rW1 slUw. 1nNS5R Qlplyi EIG ro xEIP sEWPE PIL4
4dIaf115: PPq'ILFD rWS n1E bOm Bd0 W6 NDr INIWETE
IXISn BPMES ds nlE SIPM.
Q ```��� 11T II��<O'''
��y \,tCENSf '•.• ly �i
ALL
LLI
IC8
a J
-)3 STATE
i� •'•. PgORIDP
..................
Q ','' 0
�I Matthew T. BaldWin P.E.
z Florida License #64608
A SEEK
WmtOur DOOR WITH GARAGE ODOR Sheet: SSB-1 OF 1
EwLYd dm¢AV FLOOR FRAMING PLAN F m
WAL sews �
II
� jl 9N4E 3•M-
I i! I II. _ � 11FACU1
i II
I I I Or �:.• rmm In• PLTNyro
maFvmt oa (IM14•
Ir:Ir oN 1¢:4• BE,"Lyl WAu snos WTI S sEnvan
s�sJmx�c ASas�rROmoNs 12' MAX.
- HYDROVENT DETAIL SIDE WALL WINDOWS END WALLS WINDOWS &
TIO AL & DOORS DOOR 6' WIDE OR LESS ):OP
p
1 ,
CODE INFOR ATION
CODE y :.M ,
4AHUFACNREA SVPFIaDR SxE35
BUILDING TYPE UIEe atOW
I3SOfHrtLL u N sronACE
CONSTRUCTION TYPE V-a
FIRE PRadrECTION NdNE
FIRE SUFFRESSION SYSTEM NONE
214' OCCUPANCY andIACE
ALOWAsu: NUMBER OF STOR16 1
BASIC WIND SPEED
DIPOBURE C
4"x4" W/2%4" ENCLOsum dclmrn
INRnNA PRESSURE COEFFICIENT +/- wa
IMPQFrFANCE FACTOR I.ta
witerttakm ROOF DEAD TOAD IwSF
G.F.I. - + NDiEs-OPTIONAL ELECTRICLt`"'+w� RppF LIVE LOAD 3aPS• as rye NMT tab
OUTLET SW c� FLOOR DEA➢ LOAD 10PEF
-ALL WIRING SHALT. BE 14 GAGE 3-WIRE MC UBLE. CODERc V;£W
N I E -ENCASE IN ALL METAL BOARS. - E:r c n.urim. n- FLOOR UVE LOAD - sm. 75P5F - 12BISF wT.
SOURCE
,al ro:.: P:^v
DESIGN PRESSURES L IE ]/.ts^re •R' IUnNG OF WAlls, FLOOR. RODE N/A
ROOF +27.6 -94.7 ROOF FRAMING PLAN WIRING DIAGRAM ueN.1a, FWdv ai.F39 MODUIES PB3 BUILDING 1
AL15/000R5/ lN001 S +32.5/-29.2 (OPTIONAL) Plain 9nlO.r.waO.c mama PE HURRICANE PROIECIIDN USAGE NO
fEPEp]3]9, IA PE M301]
tsUECE.XIA m PEFu'. HURRICANE SHELTER USAGE NO
MIm( PI 4PNE YE' d[I WNL •Otgl iLfAlICNS Yam. SDUAFE FOOTOGE 719 WO . Qi tE4
mEW.
RLYISIONS
'aix ` :v ou+w+ r '�D ° - REV DESCRIPTON DATE BY
i
• E8 i / 04 4H" WAL
i sxEATEwNc mllaNs
Y 4 � EcmL
za• D.G � � �
i J
L4 PoIMER 01(
i i J
i
EYSmE J %, W Drarm By, MT6
a GO riALS d d d J DOty:
az 2/12/17
da Y(4L O $tits
NA
2N EMU_ 2M sou, MrE V) W aml :
2{' ac 4KK. nnca FIWlmc : AN
SS-B-I BOCR1
3N SAE MrE L! SqE MlE
fiAlEl nUi/CK D_ W 1. fWNMTMN RN6 ME Nan PMn Li 1M5 RNI SET D APE
GOR]MD FT LIXYL JIIP>mICINN.
2 1N5 BUMWG 5 E)iilP] iIRA1 1xE nx: OIER4Y CdISTRVAnd1
AL sNw sE1Y1Ra m 54E M]E W J a>:UE PfP Io11]}.
AO EL0.W EWMIND Md GDm• D_ 1 PF)EN ,IE- oE]NIS EM PMFfli OIS]AIATNYi
s9Av b/e-Eee rN+7s STANDARD WALL DETAIL N°'e WAL 'aW10 4Nmxs A¢ cok^N'wus mW Q IsaluPEiidrs TD coot
Ll 41 LJ J CN EIx41 f W A4MN 4LL r0 aCLE NW m ]O dEz A F. 4, AL SNM. NArFX+. TRU545, ETG ME YA /3 SGP. IX®]
WITH DOOR &WINDOW OPTIONS LOlmNuow LUN PAM r ,0 µr 41ans u¢ O u Nmm.
Ilazs ¢•-0• ro IY!'� I VMaEs ¢'-¢• ro IY-E• fl 0.1YISM NDr COMtVUQS SREr META EVAI3. n6. Be CLIPS v% 0 S s1RUCNHES UVE4 Aa0 50. R. TNLL WNE AN ea• 4MdNM
ELEVATION CROSS—SECTION END ELEVATION IW' AnAom Wml sEut Foram o, ci slm OF Tar tEA oaoR
- a/4- P.r, vEYWoro TRw 0,1 W NDUINA rxdNEss La e. COME
� m BE uNsrAUEn y sITE or downs rlwu tocAL
iO4 WI P.T.i4w SE - Idle TGC
TYPICAL ARCH CRANE Wmi DOOR *AEEE 2 For duA AND - a/4- P.T. Tac O ]. A "lidi AD rocs TO Wour TIE MIMMAJ SP Oncirws
SPPdp.
2w yfi D
2l- 0 NAR
(2) rW- Ub MT
_ b—
3WBMe
ANLS
HOb9
S.s- UD MT
w YAE MlE
rEOM rs".
\J Ll LJ lJ
¢'-0- ro tr-9• Aws a -a' m IY-e-
END ELEVATION END ELEVATION
x
9E0 {Oa1 tl R a
IJ'-a• Y-lo1• f-la]' I' -IOC•
-
9•-0•-
fi•-0• a•-lo• el• -
I � MCrW tlOO m]m m"m9•nunffi'
I
o I
I
•� I
x I
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TABLE 2
D I y8 P.T. 24• D.G T9.
g I rn,. Yl Ir5P3 0 1¢• oA
� rm. Wml a/a' rat r,_reavm
MN ORE � SEE
Weir 2 Fa auMm Aw
W)"NO.
i
I
I
i
v LL As GFp nuaw ewniNc coBE.
6 MT 4Er4 SIPA^S UN BE BFNr A9WND SPUCIURIL MEVBDS
CF rW1 slUw. 1nNS5R Qlplyi EIG ro xEIP sEWPE PIL4
4dIaf115: PPq'ILFD rWS n1E bOm Bd0 W6 NDr INIWETE
IXISn BPMES ds nlE SIPM.
Q ```��� 11T II��<O'''
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ALL
LLI
IC8
a J
-)3 STATE
i� •'•. PgORIDP
..................
Q ','' 0
�I Matthew T. BaldWin P.E.
z Florida License #64608
A SEEK
WmtOur DOOR WITH GARAGE ODOR Sheet: SSB-1 OF 1
EwLYd dm¢AV FLOOR FRAMING PLAN F m
p
1 ,
CODE INFOR ATION
CODE y :.M ,
4AHUFACNREA SVPFIaDR SxE35
BUILDING TYPE UIEe atOW
I3SOfHrtLL u N sronACE
CONSTRUCTION TYPE V-a
FIRE PRadrECTION NdNE
FIRE SUFFRESSION SYSTEM NONE
214' OCCUPANCY andIACE
ALOWAsu: NUMBER OF STOR16 1
BASIC WIND SPEED
DIPOBURE C
4"x4" W/2%4" ENCLOsum dclmrn
INRnNA PRESSURE COEFFICIENT +/- wa
IMPQFrFANCE FACTOR I.ta
witerttakm ROOF DEAD TOAD IwSF
G.F.I. - + NDiEs-OPTIONAL ELECTRICLt`"'+w� RppF LIVE LOAD 3aPS• as rye NMT tab
OUTLET SW c� FLOOR DEA➢ LOAD 10PEF
-ALL WIRING SHALT. BE 14 GAGE 3-WIRE MC UBLE. CODERc V;£W
N I E -ENCASE IN ALL METAL BOARS. - E:r c n.urim. n- FLOOR UVE LOAD - sm. 75P5F - 12BISF wT.
SOURCE
,al ro:.: P:^v
DESIGN PRESSURES L IE ]/.ts^re •R' IUnNG OF WAlls, FLOOR. RODE N/A
ROOF +27.6 -94.7 ROOF FRAMING PLAN WIRING DIAGRAM ueN.1a, FWdv ai.F39 MODUIES PB3 BUILDING 1
AL15/000R5/ lN001 S +32.5/-29.2 (OPTIONAL) Plain 9nlO.r.waO.c mama PE HURRICANE PROIECIIDN USAGE NO
fEPEp]3]9, IA PE M301]
tsUECE.XIA m PEFu'. HURRICANE SHELTER USAGE NO
MIm( PI 4PNE YE' d[I WNL •Otgl iLfAlICNS Yam. SDUAFE FOOTOGE 719 WO . Qi tE4
mEW.
RLYISIONS
'aix ` :v ou+w+ r '�D ° - REV DESCRIPTON DATE BY
i
• E8 i / 04 4H" WAL
i sxEATEwNc mllaNs
Y 4 � EcmL
za• D.G � � �
i J
L4 PoIMER 01(
i i J
i
EYSmE J %, W Drarm By, MT6
a GO riALS d d d J DOty:
az 2/12/17
da Y(4L O $tits
NA
2N EMU_ 2M sou, MrE V) W aml :
2{' ac 4KK. nnca FIWlmc : AN
SS-B-I BOCR1
3N SAE MrE L! SqE MlE
fiAlEl nUi/CK D_ W 1. fWNMTMN RN6 ME Nan PMn Li 1M5 RNI SET D APE
GOR]MD FT LIXYL JIIP>mICINN.
2 1N5 BUMWG 5 E)iilP] iIRA1 1xE nx: OIER4Y CdISTRVAnd1
AL sNw sE1Y1Ra m 54E M]E W J a>:UE PfP Io11]}.
AO EL0.W EWMIND Md GDm• D_ 1 PF)EN ,IE- oE]NIS EM PMFfli OIS]AIATNYi
s9Av b/e-Eee rN+7s STANDARD WALL DETAIL N°'e WAL 'aW10 4Nmxs A¢ cok^N'wus mW Q IsaluPEiidrs TD coot
Ll 41 LJ J CN EIx41 f W A4MN 4LL r0 aCLE NW m ]O dEz A F. 4, AL SNM. NArFX+. TRU545, ETG ME YA /3 SGP. IX®]
WITH DOOR &WINDOW OPTIONS LOlmNuow LUN PAM r ,0 µr 41ans u¢ O u Nmm.
Ilazs ¢•-0• ro IY!'� I VMaEs ¢'-¢• ro IY-E• fl 0.1YISM NDr COMtVUQS SREr META EVAI3. n6. Be CLIPS v% 0 S s1RUCNHES UVE4 Aa0 50. R. TNLL WNE AN ea• 4MdNM
ELEVATION CROSS—SECTION END ELEVATION IW' AnAom Wml sEut Foram o, ci slm OF Tar tEA oaoR
- a/4- P.r, vEYWoro TRw 0,1 W NDUINA rxdNEss La e. COME
� m BE uNsrAUEn y sITE or downs rlwu tocAL
iO4 WI P.T.i4w SE - Idle TGC
TYPICAL ARCH CRANE Wmi DOOR *AEEE 2 For duA AND - a/4- P.T. Tac O ]. A "lidi AD rocs TO Wour TIE MIMMAJ SP Oncirws
SPPdp.
2w yfi D
2l- 0 NAR
(2) rW- Ub MT
_ b—
3WBMe
ANLS
HOb9
S.s- UD MT
w YAE MlE
rEOM rs".
\J Ll LJ lJ
¢'-0- ro tr-9• Aws a -a' m IY-e-
END ELEVATION END ELEVATION
x
9E0 {Oa1 tl R a
IJ'-a• Y-lo1• f-la]' I' -IOC•
-
9•-0•-
fi•-0• a•-lo• el• -
I � MCrW tlOO m]m m"m9•nunffi'
I
o I
I
•� I
x I
o I
TABLE 2
D I y8 P.T. 24• D.G T9.
g I rn,. Yl Ir5P3 0 1¢• oA
� rm. Wml a/a' rat r,_reavm
MN ORE � SEE
Weir 2 Fa auMm Aw
W)"NO.
i
I
I
i
v LL As GFp nuaw ewniNc coBE.
6 MT 4Er4 SIPA^S UN BE BFNr A9WND SPUCIURIL MEVBDS
CF rW1 slUw. 1nNS5R Qlplyi EIG ro xEIP sEWPE PIL4
4dIaf115: PPq'ILFD rWS n1E bOm Bd0 W6 NDr INIWETE
IXISn BPMES ds nlE SIPM.
Q ```��� 11T II��<O'''
��y \,tCENSf '•.• ly �i
ALL
LLI
IC8
a J
-)3 STATE
i� •'•. PgORIDP
..................
Q ','' 0
�I Matthew T. BaldWin P.E.
z Florida License #64608
A SEEK
WmtOur DOOR WITH GARAGE ODOR Sheet: SSB-1 OF 1
EwLYd dm¢AV FLOOR FRAMING PLAN F m
IMPQFrFANCE FACTOR I.ta
witerttakm ROOF DEAD TOAD IwSF
G.F.I. - + NDiEs-OPTIONAL ELECTRICLt`"'+w� RppF LIVE LOAD 3aPS• as rye NMT tab
OUTLET SW c� FLOOR DEA➢ LOAD 10PEF
-ALL WIRING SHALT. BE 14 GAGE 3-WIRE MC UBLE. CODERc V;£W
N I E -ENCASE IN ALL METAL BOARS. - E:r c n.urim. n- FLOOR UVE LOAD - sm. 75P5F - 12BISF wT.
SOURCE
,al ro:.: P:^v
DESIGN PRESSURES L IE ]/.ts^re •R' IUnNG OF WAlls, FLOOR. RODE N/A
ROOF +27.6 -94.7 ROOF FRAMING PLAN WIRING DIAGRAM ueN.1a, FWdv ai.F39 MODUIES PB3 BUILDING 1
AL15/000R5/ lN001 S +32.5/-29.2 (OPTIONAL) Plain 9nlO.r.waO.c mama PE HURRICANE PROIECIIDN USAGE NO
fEPEp]3]9, IA PE M301]
tsUECE.XIA m PEFu'. HURRICANE SHELTER USAGE NO
MIm( PI 4PNE YE' d[I WNL •Otgl iLfAlICNS Yam. SDUAFE FOOTOGE 719 WO . Qi tE4
mEW.
RLYISIONS
'aix ` :v ou+w+ r '�D ° - REV DESCRIPTON DATE BY
i
• E8 i / 04 4H" WAL
i sxEATEwNc mllaNs
Y 4 � EcmL
za• D.G � � �
i J
L4 PoIMER 01(
i i J
i
EYSmE J %, W Drarm By, MT6
a GO riALS d d d J DOty:
az 2/12/17
da Y(4L O $tits
NA
2N EMU_ 2M sou, MrE V) W aml :
2{' ac 4KK. nnca FIWlmc : AN
SS-B-I BOCR1
3N SAE MrE L! SqE MlE
fiAlEl nUi/CK D_ W 1. fWNMTMN RN6 ME Nan PMn Li 1M5 RNI SET D APE
GOR]MD FT LIXYL JIIP>mICINN.
2 1N5 BUMWG 5 E)iilP] iIRA1 1xE nx: OIER4Y CdISTRVAnd1
AL sNw sE1Y1Ra m 54E M]E W J a>:UE PfP Io11]}.
AO EL0.W EWMIND Md GDm• D_ 1 PF)EN ,IE- oE]NIS EM PMFfli OIS]AIATNYi
s9Av b/e-Eee rN+7s STANDARD WALL DETAIL N°'e WAL 'aW10 4Nmxs A¢ cok^N'wus mW Q IsaluPEiidrs TD coot
Ll 41 LJ J CN EIx41 f W A4MN 4LL r0 aCLE NW m ]O dEz A F. 4, AL SNM. NArFX+. TRU545, ETG ME YA /3 SGP. IX®]
WITH DOOR &WINDOW OPTIONS LOlmNuow LUN PAM r ,0 µr 41ans u¢ O u Nmm.
Ilazs ¢•-0• ro IY!'� I VMaEs ¢'-¢• ro IY-E• fl 0.1YISM NDr COMtVUQS SREr META EVAI3. n6. Be CLIPS v% 0 S s1RUCNHES UVE4 Aa0 50. R. TNLL WNE AN ea• 4MdNM
ELEVATION CROSS—SECTION END ELEVATION IW' AnAom Wml sEut Foram o, ci slm OF Tar tEA oaoR
- a/4- P.r, vEYWoro TRw 0,1 W NDUINA rxdNEss La e. COME
� m BE uNsrAUEn y sITE or downs rlwu tocAL
iO4 WI P.T.i4w SE - Idle TGC
TYPICAL ARCH CRANE Wmi DOOR *AEEE 2 For duA AND - a/4- P.T. Tac O ]. A "lidi AD rocs TO Wour TIE MIMMAJ SP Oncirws
SPPdp.
2w yfi D
2l- 0 NAR
(2) rW- Ub MT
_ b—
3WBMe
ANLS
HOb9
S.s- UD MT
w YAE MlE
rEOM rs".
\J Ll LJ lJ
¢'-0- ro tr-9• Aws a -a' m IY-e-
END ELEVATION END ELEVATION
x
9E0 {Oa1 tl R a
IJ'-a• Y-lo1• f-la]' I' -IOC•
-
9•-0•-
fi•-0• a•-lo• el• -
I � MCrW tlOO m]m m"m9•nunffi'
I
o I
I
•� I
x I
o I
TABLE 2
D I y8 P.T. 24• D.G T9.
g I rn,. Yl Ir5P3 0 1¢• oA
� rm. Wml a/a' rat r,_reavm
MN ORE � SEE
Weir 2 Fa auMm Aw
W)"NO.
i
I
I
i
v LL As GFp nuaw ewniNc coBE.
6 MT 4Er4 SIPA^S UN BE BFNr A9WND SPUCIURIL MEVBDS
CF rW1 slUw. 1nNS5R Qlplyi EIG ro xEIP sEWPE PIL4
4dIaf115: PPq'ILFD rWS n1E bOm Bd0 W6 NDr INIWETE
IXISn BPMES ds nlE SIPM.
Q ```��� 11T II��<O'''
��y \,tCENSf '•.• ly �i
ALL
LLI
IC8
a J
-)3 STATE
i� •'•. PgORIDP
..................
Q ','' 0
�I Matthew T. BaldWin P.E.
z Florida License #64608
A SEEK
WmtOur DOOR WITH GARAGE ODOR Sheet: SSB-1 OF 1
EwLYd dm¢AV FLOOR FRAMING PLAN F m
SPPdp.
2w yfi D
2l- 0 NAR
(2) rW- Ub MT
_ b—
3WBMe
ANLS
HOb9
S.s- UD MT
w YAE MlE
rEOM rs".
\J Ll LJ lJ
¢'-0- ro tr-9• Aws a -a' m IY-e-
END ELEVATION END ELEVATION
x
9E0 {Oa1 tl R a
IJ'-a• Y-lo1• f-la]' I' -IOC•
-
9•-0•-
fi•-0• a•-lo• el• -
I � MCrW tlOO m]m m"m9•nunffi'
I
o I
I
•� I
x I
o I
TABLE 2
D I y8 P.T. 24• D.G T9.
g I rn,. Yl Ir5P3 0 1¢• oA
� rm. Wml a/a' rat r,_reavm
MN ORE � SEE
Weir 2 Fa auMm Aw
W)"NO.
i
I
I
i
v LL As GFp nuaw ewniNc coBE.
6 MT 4Er4 SIPA^S UN BE BFNr A9WND SPUCIURIL MEVBDS
CF rW1 slUw. 1nNS5R Qlplyi EIG ro xEIP sEWPE PIL4
4dIaf115: PPq'ILFD rWS n1E bOm Bd0 W6 NDr INIWETE
IXISn BPMES ds nlE SIPM.
Q ```��� 11T II��<O'''
��y \,tCENSf '•.• ly �i
ALL
LLI
IC8
a J
-)3 STATE
i� •'•. PgORIDP
..................
Q ','' 0
�I Matthew T. BaldWin P.E.
z Florida License #64608
A SEEK
WmtOur DOOR WITH GARAGE ODOR Sheet: SSB-1 OF 1
EwLYd dm¢AV FLOOR FRAMING PLAN F m
x
9E0 {Oa1 tl R a
IJ'-a• Y-lo1• f-la]' I' -IOC•
-
9•-0•-
fi•-0• a•-lo• el• -
I � MCrW tlOO m]m m"m9•nunffi'
I
o I
I
•� I
x I
o I
TABLE 2
D I y8 P.T. 24• D.G T9.
g I rn,. Yl Ir5P3 0 1¢• oA
� rm. Wml a/a' rat r,_reavm
MN ORE � SEE
Weir 2 Fa auMm Aw
W)"NO.
i
I
I
i
v LL As GFp nuaw ewniNc coBE.
6 MT 4Er4 SIPA^S UN BE BFNr A9WND SPUCIURIL MEVBDS
CF rW1 slUw. 1nNS5R Qlplyi EIG ro xEIP sEWPE PIL4
4dIaf115: PPq'ILFD rWS n1E bOm Bd0 W6 NDr INIWETE
IXISn BPMES ds nlE SIPM.
Q ```��� 11T II��<O'''
��y \,tCENSf '•.• ly �i
ALL
LLI
IC8
a J
-)3 STATE
i� •'•. PgORIDP
..................
Q ','' 0
�I Matthew T. BaldWin P.E.
z Florida License #64608
A SEEK
WmtOur DOOR WITH GARAGE ODOR Sheet: SSB-1 OF 1
EwLYd dm¢AV FLOOR FRAMING PLAN F m
v LL As GFp nuaw ewniNc coBE.
6 MT 4Er4 SIPA^S UN BE BFNr A9WND SPUCIURIL MEVBDS
CF rW1 slUw. 1nNS5R Qlplyi EIG ro xEIP sEWPE PIL4
4dIaf115: PPq'ILFD rWS n1E bOm Bd0 W6 NDr INIWETE
IXISn BPMES ds nlE SIPM.
Q ```��� 11T II��<O'''
��y \,tCENSf '•.• ly �i
ALL
LLI
IC8
a J
-)3 STATE
i� •'•. PgORIDP
..................
Q ','' 0
�I Matthew T. BaldWin P.E.
z Florida License #64608
A SEEK
WmtOur DOOR WITH GARAGE ODOR Sheet: SSB-1 OF 1
EwLYd dm¢AV FLOOR FRAMING PLAN F m