HomeMy WebLinkAboutINSTALLATION GUIDE1 `BUIFpLNG IS`PLACED IN REQUESTED LOCATION ONISCHEDULE 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. AFTER 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" BOTTOMPLATEWITH A 1/2" AUGER BIT. 1/2" EYEBOLT OR OPTIONAL
1/2'-THREADED ROD (FOR A "HIGH SEf' 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
BACKFlLLED 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 (PLF)
ANCHOR SPACING
20'-0"
400
3-6"
13'-B"
280
3'-E
Il'-8"
240
3'-0-
10'-0"
200
3'.-5"
160
3'{"
6'-0"
120
S-6-
TABLE 2
SKID RUNNER SPACING -
SHED WIDTH
X1
X2
X3
13'-8"
1,-10)"
1'-101"
1-101•
1l'-$"
2'-5'
6'-4"
-
10'-0'
1'-7"
6'-10"
-
8'-0"
0'-9"
6'-6"
-
6'-0'
0'-10"
51"
-
'VALUES ARE FROM END OF JOIST TO CENTERS OF (2)
SKIDS ONLY. 3" WIDE SHEDS HAVE (4) SETS OF SKIDS.
SETUP_AND INSTALLATION OF=DOUBLE WIDE SHED
1T BUffDIt�G 15,tPC4CED IN 'REQUESTED&OGATION. '_THE`FlfiST'SECiION OF THE DOUBLE WIDE IS
aTPEACEO LON'a7HE �HlGHEST•„LOCATTON.;OF GRO,UND_AND IS -LEVELED UP.
2 BL'OCKSxARE'THEN�pkACEDsATs.THE END CENTER, :AND OTHER`�END ,TO'LEVEJ._ ONCE TFiE
-„�6UILDING ISM1t�/EL, ,BL-0CKS�ARE ADDED TO ACHIEVE THE CORRECT"SPACING (SEE TABLE 3)..
3:�THE�NIXT SECT101�'OFf"�TjE zSHED LS{BACI(ED INTO°PLACE AND ,,UNLdADED PARALLEL"WITH .THE
'FIRSi,,5EC1lON `THE"TNlO•SF_CTIONS ;ARE CONNECTED AT THE LOWER .CORNER Wmi (1p)z4}"
�BOLT'AND ,NUT="THEISECOND SECTION LS"IFIEM1l.LEVELID-ANt1'THE QTHER, BOLT HOLES ARE
TINED OF=AND BOLTE095ECURE.: ,THE REST- OF STHE °BLOCKING IS THEN .COMPLETED. ' 7HI5
PROCEDURE '151REPEATED •FORMULTIPLE':SECTION SHEDS llNTIL ALL SECTIONS ARE'IN PLACER
4. GROUND ANCHORS hRE Tf1EN AE1DID (SEE TABLE 4B).
5. ONCE THE BUILDING IS PROPERLY BLOCKED ANO BOLTED REMOVTOGETHER, THE SUPPORT BRACING IS
ED.
6. ANCHORS ARENOTREQUIRED 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
I
2'xe'x16"
1770LBS .CONCRETE
BLOCK QUALITY
CEMENT
AND SAND MIX
II
4"xa"x16"
3500LBS
CONCRETE
BLOCK QUALITY
CEMENT
AND SAND MIX
III
i6"xi 6" -
3950LBS
ABS PLASTIC PADS
IV
8"x8"xt6"
19COLSS
CONCRETE
BLOCK
QUALDY
CEMENT
AND SANG
MIX
Un <UUUVSt >UIL UE/IFSNG CAPACITY (2000PSF IS TYPICAL)
NOTES
1. HOLLOW OR SOLID CONCRETE BLOCKS (9'x8k16) MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 46' WTRIOUT REINFORCING.
2. ASS PADS REQUIRED ON ll'-B' AND 13--B' WIDE 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 RUUNPNER
PAD TYSW/DW
INTERIOR
SIDES RUUNPADPNER
4.15/332
O' TO fi
6' 0"
1936LB
I, II, III, OR N
1879LB
I, II, III, OR N
11'-8"
SW/DW
6.00/480
0" TO C
6'-D"
2558L3
I, U. III, OR N
255aLD
I, II, III, OR N
1 O'-0" 1
SW/DIN
5:00/409
0' TO 6"
6'-0"
2400LB
I, II, 111, OR N
2400LB
I, II, III, OR N-
$'-0"
SW
4.007320
0' TO E'
6'-0"
2029LB
I, U, III, OR N
2133LB
I, II, III, OR N
6'-0"
Sid
3.00/240
O" TO 6"
6'-0"
1658LB
I, H. III, OR N
1866L3
1, II, III, OR•N
n,�,� "r �rUr, Un-nunnxn
NOTES
1. PAD SPACING IS END TO CENTER OF PAD. .
2 PADS OTHER THAN ENO -PADS SPACING IS CENTER TO CEMEFL
3. USE SAME MAXIMUM SPACING FOR INTERIOR SPACING.
SIONNNF-0
BY
St Luc I6 COUnt\/
GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS
1. BUILDING ANCHORS SHALL BE "MOBILE HOME" TYPE HP-1 SINGLE HELIX EYE
AUGER ANCHOR BY HOME PRIDE OF BRISTOL, VA_ OR EQUAL AVERAGE
HOLDING STRENGTH IS NOT IF THAN 4,900 LBS.
2. ANCHORING SYSTEM TO GROUND PEP, LOCAL. BUILDING CODE (BY DEALER).
LOCATE ANCHORS PER TABLE 4A OR 4B.
3. THREADED ROD WITH EYEBOLTS SHAD_ BE PLACED THRU THE BOTTOM PLATE
(FLOOR SYSTEM) AND ATTACHED TO ANCHOR.
TABLE 4A
30" AUGER ANCHOR SPACING - SINGLE WIDE
SHED WIDTH
LW
UPLIFT (PLF)
END ANCHOR-*
MAX INTERIOR SPACING...
10'-0"
5.00
174
0'-0" TO 3-0'
10'-0'
8'-0"
4.00
138
O-D" TO S-V
10'-R '
3.00
104
1 0-0" TO 3-0"
I o'-O"
TABLE
30" AUGER ANCHOR SPACING
B
- DOUBLE WIDE
SHED WIDTH
LW.
UPLIFT (PLF)
END ANCHOR --
MAX. INTERIOR SPACING--*
20'-0-
10.00
400
O-T TO 3- 0-
5'-0"
• LOAD WIDTH OF UPLIFT ON RUNNER
•• LOCATION FROM ENO WALL OF AUGER ANCHOR
••• UMMUM SPACING BETWEEN ANCHORS
NOTES
1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7.
2 ALL MEASUREMENTS ARE CENTER TO -CENTER.
3. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER
ADDITIONAL INTERIOR ANCHORS ARE REOOIRED IF SPACING IS MORE THAN 10'-D'
BETWEEN 'ANCHORS_
4. ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN ASHED IS PLACED NEXT TO AN
DOSRNG BUHIDING, IN WHICH ANCHORS CAN BE PLACED ON THE END WAllS AS CLOSE
TO THE SIDE AS POSSIBLE
2kP' GALVANIZED WASHER
.
27s2' GALVANIZED WASHER
.JP
WITH 1/2- NUT THREADEDROD
WRH 1/DO NUT
'HREADED'-"`"EYES
-HIGH SE
NOTCH OR COUMERSINS BOLT
OPTIONALOR •HIGHBOLT
BOLTED TOGETHER WRH 1/2'x2'
& NUT WITH (2)2'x2' GALVANIZED
-TO
THRU 2's4' BOTTOM PLATE
NPILD1/2-
COUPLR
.A
YiASHERS (2.000LB SHEAR CAPALHY)
2"x� BOTTGM PLATE
i/2'x12' FCF LY OL U
"OFTIO=LFOR
�4' A!IN.
i/WAGE FAC.tiOrT) I!(0 SIAE
Td3U 2x: P.T. ECTMIJ PLATEL
2 x6" P.T. EASE
_14MIN.
(ScE iA6 1 FGR SPACING)EYES
EOLTEO TOGET'.. Wmi 7/2Tx2TYP-1 1 OP PAD WONEGLT & NlT Y'rlTf (2 2x2 NyC,
VIA. - (2CGCL H C.. fi✓)
RQ REO SE TtiLE 3
( )'
'/2x_ (400 L5.)COhGRcT SUP= 6Y 0Td�5 THROUGH
CONCRETE SLIT BY CTr.^"c THROW-'.
CO\CRT { OR kNCHOR CLIP OP. EQUAL LCCAI. CCOCS AND JUR6CICTION
(S-E i?=LE i FOR
LOCAL CODS AkD JU JSDICTION
0 E..:IH AJG k CR
SPACING)
(SEE TAIL' 4 FGR
(�
1THrSKID
SHED WITH SKID
SHED
WITH 'NO FLOOR' OPTION -
T'
PADTOR4�SLORKI.G
ANCHORED TO CONCRETE_
ANCHORED TO CONCRETE
TIE -DOWN DETAILS
TYPE
:DON TYPE.
d0.oS11fiE I
wanm
INmNN_ PRESSURE mEFFlC0ITT I
+/- at5
16(PORGNCE FACIOR I
115
ROOF DEAD LOAD I
1M'4
ROOF LIVE LOAD I
DR jp�
FLOOR DEAD 1DAO I
ggP
PLGOR'LIVE LOAD
STS ]5i5F - 12`FS OPT.
R" RATING OF WALLS, FLDOR, ROOF • I
N/A' _
MODULES PER EU G I
1
HURRICANE PROTECTION USAGE
HURRICl14E-MT Lm USAGE
Na
50UARE FODTPLE I
L65 TFUN T]!1 sOti _
- REVISIONS
REV DESCRIPTION
DATE
BY -
I
p mt<
LLJ 4/26/16
Smlc
U) N/A
P6a -
W AL
Q GENERAL -NOTES
1. FOUNDATION PLANS ARE FMDiPARt'OF TI45
PLAN SEDAND ARE GOYQtNED `BY LOCAL
JURLSDICRON.
Ld 2- THIS BUILDING IS EXEMPT FROM THE FBC
J ENERGY CONSERVATION CODE .PER SECTION
10159,
m 3. REFER TO TIE -DOWN DETAILS FOR PROPER
INSTALLATION'REQUREMENIS TOMEETCODE
O
c� -
� `\\\\illllllllll'
E ........: ,Bq
i
ZA,\GENSF ��i'
(LLI
n46
CD �': STATE OF &�j
Qdo .id T. otd fin PE
FlGfitlG LIcense na4soa__
z ,sh AD-1 OF 1
PSI APPROVAL 2018-01-16
ROOF SHEATHING OPTIONS:
DESIGN PRESSURES Jv
ROOF +27.8/-94.7 ROOF FRAMING PLAN
WALLS/DOORS/WINDOWS +32.5/-29.2 *ROOF SLOPE VARIES FROM <_3:12 TO 8:12 MAXIMUM.
Intortek.
PSI
CODEREVIEW
Pmfen nvlXrv� InEuinkl.ln[
Ai r:[GC rcpzfi
INH[33AShee!
aAnnAe flvr!Ev 31A39
n. BE
MANUFACTURER
SUPERIOR BNEDS
BUILDING TYPE
R
ED RE VFf 4 SiING
CONSTRUCTION TYPE
V-O
FIRE PROTECTION
NONE
FIRE SUPPRESSION s Ml
NOW
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
I
BASIC WIND SPEED
V It ph
EXPOSURE
0
ENCLOSURE
ENe=.
INTERNAL PRESSURE COEFFICIENT
♦/- W.
MPORTANCE FACTOR
1.15
ROOF DEAD LOAD
I1
ROOF LIVE LOAD
30PSF OR 3 MWr LOAD
FLOOR DEAD LOAD
loPBF
FLOOR LAIE LOAD
BID. 763F - 12SPY OR.
'R' RATING OF WA LS. FLOOR ROOF
N/A
MIODU PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SOME FOOTAGE
1719 BOR. OR IL6
MPDIIR: SS-CAB-180CRI
z fW Rq I BANS ARB W PART OF 1.5 PLAN SO AND ARE
OOhRNEO BY IDGL JUR6fA N.
2. FANS BMDWC 6 F%FYPT TPOY THE EBO QIERC COHSE NATION
CODE PER SECTOR 11)15]2.
^ 3. REIER TO WI DOV MOD TO PREFER WSi.WAIgN
LL RC,_ R,1 N F YEET CODE
1. IsL SNDs. PMEI6 TRUSBES ETC ME LI /2 W. IXCFFT
S NOTED.
of B. DOOR. S ONR dW 50. iL WILL IMVE A4 BY 11WAlli
w B. GUTTERS TO BE OSLWEO ON -SITE BY OTHERS T RU IDtk
)• ALp1Yl o"FLOA D DOORS
DO RS TO VEET THE MWIUUY SPECIncelom
UJ B. MT NETk STRA➢5 CAN BE BEM AROUND BIRUONRAL 4EWBE6
Q Of WALL SNOS. 1RUSSLC CEJROS F C. TO MTP SECURE T"B"
4FLBE0.5; AiWPiD THAT ME ADDED BEND No No WTp1iFF£
2DOSTK, BROES Om m THE STRU
Q X�w11T 1/��
i
\ 3 STATE
�i0% F�ORIDP
O11 F '' •..........
g �'o, 0
Matthew T. Baldwin P.E.
O Florida License #64608
o Sheet: FBPR-1 OF 6
K
2x4 BLOCKIN
2x4 SOLE PI
FLOOR FRAI
END ELEVATION
WITHOUT DOOR
JOIST COLLAR SCHEDULE
CHART DENOTES DIMENSION 'S' FOR COLLAR LOCATION
UNIT WIDTH
ROOF PITCH
TO 9'-0"
TO 10'—O"
TO 11'-0-
TO 12'-0°
TO 13--0"
TO 14'-0-
53:12
10"
10"
10"
10"
to"
12°
4:12
10"
10"
10"
10"
12"
12"
5:12
10"
10"
11"
12"
6:12
12"
12"
12"
13"
8:12
12"
12"
13"
13"
PSI APPROVAL 2018-01-16
4"x4" P.T. ATTACHED WITH
H24 OR EQUIVALENT. SEE
TABLE 2 FOR QUANTITY AND
SPACING.
2x4 S
z4" o
VARIES
21<4 BLOCKING ON
END WALLS
�; •j L_J
YYADIES R'-n" Tn 11C-R"
MITEK OR ALPINE 2"x5"
3:12 MIN. OR EQUAL
e 1z
DIM 'S' (SEE SCHEDULE} 2"x4" COLLAR
13'—B" MAX.
COMMON TRUSS
COLLAR LOCATION (SEE SCHEDULE)
END ELEVATION
WITH DOOR
3.12 MIN.
8:12 MAX
DIM 'S' (SEE SCHEDULE
HIP TRUSS
COLLAR LOCATION (SEE SCHEDULE)
YltertnR.
PSI
CODE REVIEW
Peo(ee.ivnvl.Frvic l"Eu.tAea ine
INedlyd Shea
O.lando.Flcei0o31B39
WmRMmMPE ALNIn. PE
PL 9EM2 436,TNPE )
Lt11QCEUPN36.TNPEf1)0339
)S
MAX.
MITEK OR ALPINE 2"x5"
OR EQUAL
SHEDS
BUIMING TYPE
r¢sloEi •� U WEioiUOE
CONSERUCBON TYPE
V-B
FIRE PROTECTION
WNE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
Va-1130nlh
INTERNAL PRESSURE COEFFICIENT
♦/- 0.10
IMPORTANCE FACTOR
1.13
ROOF DEAD LOAD
icP
ROOF LNE LOAD
WKF OR SOGB POIM Lab
BOOR DEAD LOAD
10
FLOOR LIVE LOAD
SM 16PSF - 125MF OM
SOS". OR =
Z MTB
Dale:
e/31/15
SCOIe:
N/A
'ES m9I: SS-CAB-180CR1
1. fOYlID1lN1N FIAVS OAE IDf PIM Of T115 PUN SE1 MD ME
Q Wv9WE0 Or lOG Jyp6pIC1pN.
2 Wis OMOwo 6 E%F.VPf m P¢ Fee ENERGY CONSERVATION
CODE PER EECDON1101B
(SOIIPQi1FN15 TO MEET ALs FOR PROPER wSFAI DM
4. ALL SRNS R/FTFRS Wmm M. ME 2 13 E .. acm
AS AV F6
6. DDII.SWIjmR. OPFR LO'J W.iT. WLLL IMVE AN BO• YIWWY
GLn,
6. G OM 10 BE NSfAIIID ON -On BY OnffIS 1Hi11 lOC/t
Q 1. NL WNDONS AND WORM To MEET THE UNVUY S naTmN
Z M PT R.O9a EmixWo WOE
Q a MT U& smos aN RE BEM AROUND snmmP YELBERs
OE Ill. ML,ESES CHOROi SO. TO HOD SECME WERE
EO Y 9ER5:NOM. T
Q MnGD NT SHE ADDED TBHW
ON01 IMFRFFTff
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� r
S�
STATE i•t�`
i0 FOF
LL0RIDP
Q ,1111111
OI I I I I\\ \\\\
Matthew T. Baldwin P.E.
Florida DCensB #64608
0
y w sheet: FBPR-2 OF 6
4x4 P.T. POST
(SEE DETAILS)
&6' OPTIONAL PORCH
1
END WALL
'UUOR &
P4Av DL'RqfiA' fLL 2018-01-16
I E
/
/ //
tVAR
VARIES
//
SEE HEADER
/
DETAIL
w
1x
RUNNER
/ /
INSIDE
W
4x6 P.T. POST
6O.C. MAX.
2x4 STUDS 0
24" O.C. MAX.
\—ALL STUDS SECURED TO SOLE PLATE
STANDARD WALL DETAIL AND FLOOR FRAMING WITH
(1mm)x12" STRAP W/6-10d NAILS
WITH DOOR & WINDOW OPTIONS OR EQUAL
ntwtek.
psi
CODE REVIEW
Prelrsfianel.nzz lnLuffneflnf
l )<e]31JSIme(
WALL SHEATHING OPTIONS: 0,1-d, Fl—d. 32W9
M.Nn,
— OSB OR SHEATHING EQUIV. OR BETTER FPY.8e .YMe G PE
L PE nnn. APP MX7
CORRUGATED ALUMINUM Isacaauvuas.Tx vEPssosaa
D4 ALUMINUM SIDING
- 4" OR J" T1-11 SIDING
- JAMES HARDEE PANEL OR EQUIV.
- JAMES HARDEE HORIZ. SIDING LAP OR EQUIV.
- THERMOGP YOBLUEA(O.DSTEEL METAL 135 THICK)WTH VNIYL(SDINGNY DIRECTION) MANU
CONSTtUCTON TYPE V-B
FlRE PROTECTON NONE
STORIM
END WALL BASIC *ND
IXPoSURE
ENCLOSURE
2x4 SOLE PLATE
FLOOR FRAMING
NOTE:
WALL FRAMING MEMBERS ARE CONTINUOUS FROM
FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A
CONTINUOUS LOAD PATH. WHERE WALL MEMBERS ARE
NOT CONTINUOUS, SHEET METAL CLAMPS, TIES, OR CLIPS
SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS
THAN 0.040" NOMINAL THICKNESS.
IMFRNAL PRESSURE OOEPTICIE
IMPORTANCE FACTOR
ROOF DEAD LOAD
ROOMoors
LOADIAD
O nO
MOOR LNE LOAD
•R• MINI DF WALLS. FL001
MODULES PER BUILDING
HURRICANE PROTECIION USAGE
HURRICANE SHELMR USAGE
SQUARE FOOTAGE
SHEATHING:
l" PLYWOOD
l" P.T. PLYWOOD
l" T&G
t" P.T. T&G
TABLE 2
SKID RUNNER SPACING -
SHED WIDTH
x1
X2
X3
11'-8"
2'-8"
6'-4"
—
10'-0"
V-7-
W-10'
—
8'-0.
0'-8"
6'-6"
—
6'-0"
0'-10"
51"
—
-VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4•a4'
SKIDS ONLY. 13'—e• WIDE SHEDS HAVE (4) SETS OF SKIDS.
P.T. S.Y.P. #2 PULLING
ICK
P.T. 24" O.C. TYP.
IONAL 125PSF 0 16" O.C.
. WITH 3/4" T&G PLYBOARD
4" P.T. ATTACHED WITH
{ OR EQUIVALENT. SEE
ILE 2 FOR QUANTITY AND
ICING.
of
Ld
F-
Cn
CQ
L
I
Q
z
Q
m
Q
U
slEas
F OR 3Wm KV MO
F
763F - 125 0".
SO.". OR U£
SS-CAB-180CR1
. EWNO m PIMS IRE NOT P.1M OF Tis nAN 5 me ARE
cOVmNm BY I JurssolCnpN
2. M6 BUBA'Nc s F)ITIPE FR04 THE Me mvE ..MAMN
i RODE 3, nmw tot"„
Tp W OE. FOR PROPM INSTWAMN
REOBWE11m To M, PAGE
N. Au SKIM RM TM)SiE<C M IAE 2N 12 SFF. D( N
& STMIC URES am bD so. R. wu HAYS AN W MINMUM
MR.
a GMBS To W PSIAum ON-SIIE W OT m T RU W"
CODES
). A WINDOM AND DOORS TO Van T 41MMUM S T IHUTONS
�J :• !!STATE i.1'j
0 OF
'1/1o
l 1111W\\\
Matthew T. Baldwin P.E
FLOOR FRAMING PLAN
Sheet: FBPR-3 OF 6
Side Wall Header Schedule (180C)
Size Up to 1
Max. Span
PSI APPROVAL 2018-01-16
End Wall H
Size{d} Max. Span
Fasteners wt strap
(each end) 1-211x4" 6,-0"
^tl
3 — 3" x 0.131" nails
6 — 3" x 0.131" nails
a. I abuiated values are Nor No. 2 grade Spruce -Nine -Fir Iumner.
b. NJ - Number of jack studs required to support each end.
c. Window header for window openings that have more than 50% combined stud wall above
and below, otherwise use door header schedule.
d. See header details for alternate layouts, i.e. 2-211x4" or 4"x4" P.T.
e. The header can be attached to the top plate and thus have the combined strength
equivalent and use the maximum span stated.
PER EXTERIOR
WALLVCORNER
CORNER CONNECTION
DETAIL
SOURCE.
L
WALL
G. F.I.
OUTLET
t
-WALL12N12" D 16VEN BETWEEN
WALL STUDS. VENT IS SECURED
TO SHEATHING AS PER
MANUFACTURERS INSTRUCTIONS
HYDROVENT DETAIL
(OPTIONAL)
11WIDIc°
PSI
CODE REVIEW
/mica ne1Xm mEusnler, me
�r Schedule (180C)
174
RevlFpYN.G'
hmDO
.PF
Fasteners w/op
NJ{b}
tabulated values are for No. 2 grade Spruce -Pine -Fir tun
NJ - Number of jack studs required to support each end.
Laid flat
No Jack studs, but 2x6 studs laid flat.
*NOTES
1. SEE FASTENER SCHEDULE FOR HARDWARE REQUIREMENTS.
2. SEE HEADER SCHEDULE FOR ADDITIONAL INFORMATION.
3. WINDOW HEADERS HAVE COMBINED 50% OR MORE WALL FRAMING ABOVE
AND BELOW, OTHERWISE REFER TO DOOR HEADERS.
02"x4"
4"x4"
4"x4" W/2"x4"
NOTES —OPTIONAL ELECTRIC
—ALL WIRING SHALL BE 14 GAGE 3—WIRE MC CABLE.
—ENCASE IN ALL METAL BOXES.
WIRING DIAGRAM
(OPTIONAL)
SINGLE 2"x4"
HEADER
WINDOWS* &
END WALLS 3'
WIDE OR LESS
SUPERIOR 5.00E
BUMING TYPE
URFD EVIDW.
RESN U" STORAGE
CONSTRUMON TYPE
V-B
ME PROTECTION
NONE
ME SUPPRESSION Ss1EM
NOW
OCCUPANCY
STOPACE
ALLOWABLE NUMBER OF STORIES
1
BASIC YANG SPEED
V+-fDomPn
EXPOSURE
C
ENCLOSURE
DOXOSEO
INTERNAL PRESSURE COEFFICIENT
+/- 0.1B
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
JOPSF
ROOF M LOAD
SWSF OR 300R FEW LOAD
MOOR DEAD LOAD
1DPSF
MOOR LP/E LOAD
M. 75PSF - 125PSF OPT.
•R• RARNG OF WALLS. F100R. ROOF
WA
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE IND
HURRICANE SHELTER USAGE
NO
SOVARE FOOTAGE 1719
San.. OR LESS
0
IN
SS-CAB-180CR1
. F0YN0 M'h P ARE NOT PAPT OF RAS PUN SEF AND ARE
GWFRNFD N LMIL.NR®IC1p�
z T16 BUDDBIO s E%EYPf FHOY 1HE FBC ENOROY cONSERVATON
CODE PER SECTION 1015]
S. REFER TO TE-ON.N OEENLS FOR PROPER BAF MON
RFOMEVAE t0 Y6D CODE
4. FIL SIUOS RM 1Fi M ETC ARE ] 12 SPF. IXCF£F
AS NOTED.
5. SFRUCRIRES OWR ADO S0. ". WILL HAVE AN a0• W"W11
0.VR
8. GU"p5 TO BE 08TNEED ON-SDE BY OIIYIS nM IMYl
>. MNDOWS AND DWRS TO UM THE VNVW SPECIFNAMNS
TI11�� �O/
- -)3STATE
''
i C� •.... CD
.........•'
ON A L
h
Matthew T. Baldwin P.E.
Florida License 664608 11
Sheet: FBPR-4 OF 6
4"x4" P.T.
SECURED WITH STRAPS AS
PER FASTENER SCHEDULE
2018-01-16
—PORCH END
hh t k.
p51
.COOEREVIEW
eT•.::o�o�ser.ee mamnle.. m.
P� 'eerNk Lem.Pr.ny
I JJB3lA51reet
OrbMq Flo.ido 3iB39
FI.P"R.,M,Ulara
FLPFPBS9M,II1PENi0))
L3UOXPUOl636,TNPE P330339
I 4"x4" P.T.
(2) 1 /4"x6" LAG BOLTS EACH
END OF ANGLED BRACE TYPICAL 4"x6" P.T.
P O R C H C O R N E R
CODE INFORMATION
CODE VERSION
=11SC "A EmN
A/ANUFACNRER
SUPEPoOP 91E05
BUILDING TYPE
WIRW RFD B
RELD IA
CONSRRUCOON TYPE
V-e
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORME
NIOWABLE NUMBER OF STORIM
1
SECURED WITH STRAPS AS
PER FASTENER SCHEDULE
(2) 1/4"x6" LAG BOLTS EACH
END OF ANGLED BRACE TYPICAL
PORCH INTERIOR COLUMN
P.T.
SECURED WITH STRAPS AS
PER FASTENER SCHEDULE
END
2"x4",2"x6" OR 2"x8"
TOP PLATE
'A* ^
2"x4" JACK STUD
4"x4" PORCH HEADER
TIES INTO SIDE WALL A
MINIMUM OF 1 STUD
PORCH TO SHED CONNECTION
2"x4",2"x6" OR 2"x8"
UNDER PORCH 4"x4"
WALL
ENCLOSURE
O.IB
ROOF LIVE LOAD
BUPSF OR BOON MOO Lab
FLOOR DEAD LOAD
TOPE
FLOOR NE LOAD
M. 75PE - 1)BPE OPT.
'R• RATING OF WAL1S. MOOR, ROOF
WA
MODULES PER BUILDING
1
HURRICANE PROTECRON USAGE
NO
HURRICWE SHELTER USAGE
NO
SOUME FOOTAGE
710 SO.M. OR LESS
---" SS-CAB-IBOCR1
Q 1. FW ttIN F1NA IRE NJ) PA OF M6 FUR BET AND ME
4WERNEO E Tt N.
J Z CODE PER SECTOR iOl M. T THE Me MOB. CONSEFYAMN
1 REFER TO TIE -moo, MTA05 FOR PROPER MSTAILnok
REGURE14 TS TO Ym COOL
l .VA E MiTP+S TRUSSES. EIC ME L /] SPL EYCDD
AS NOTED.
SMUCMEB O 400 Be. FE Val HAVE M W MNMUU
LL.I E WMRTRERS To E WSLVIED OWSRE BY MM TRRU IaaLL
WOOL
T. u 101DOWS " DOORS TO 4EEr ME MwiWY sPEcmuwNs
U) AS PER RORM BUXOM COOL
Q 8. MT W9& SUWS CA4 BE EM AROUND SIRUCRIRAL VEVBBRS
OF ALL STOW. TRU5BEL CRIRM. m TO M S=RE TRES:
U BERS: PFOMED WT THE MDiD BEND C0E5 NOT W2RFERE
OWRNC ®U115 ENDS THE STRIP.
z���1 E...I.........eq
Q �����:' \CENSe •;��ii
J gip':• STATE ; •� `
Q o'. ••'•. F� 0 R
L j�S''••••..........
UMatthew T. Baldwin P.E.
fl� Florida License #64608
Sheet; FBPR-5 OF 6
I SdeplateeloistatWockmgetbracedwell
10
Double lop plans
Fastening Schedulefrl
68C Table 2304.10A)
0,232" rigs
1(311T x 0.135) at 16 o c.
x 0131 nags at 8" O.C.
14 gage stapes at 1T o.e
- t6d common (3 iIT x VW) at Woo.
- 3'x 0.131'n6is a 16' OX
-3' 14 9aaa insoles In 16- O.C.
- led common (31/2' 1 0.16T)
- 3' x 0 131' nets
--s 14 goge stiles
- Bd common (2 VT x 0.13")
-3'x 0. 131'Onto
-:: 14 gage M Wiens
- led common (3 11T x 0.1621
-3' k 0.131' nets
-3.14 gale Maples
ia 6' O. 24" goat
'x 0.131'nait a80.c.
' 14 gzge slates st 8' o.C.
6d (3 i/T)C0.135) M 16' oc.
' x 0.131' nzil a 8' goat
' 14 gego stapes at 8- DO
-16d common (3 11T x 0.167)
2-5 x 0.131' nets
2 -3" 14 gage staples
-Rd common 12112'x 0431ry
- 3' x 0.131' nags
1- 3' 14 gage MexDS
Id(2112'x 0.131') at (VO.c.
I' x 0.131 nods A 6' o.c.
r 14 goes staples at G" O.C.
! - led Common (3112- x 0.162'I
1-3'x 0.1WASAs
I- 3' 14 axle grishis
So commm (2 m2- x
WE 0.131' nags
PSI
r x 0.131 nails
1-16
nor
) nail a each join.
$14" 16
(See Table 2303. 104.1)
3"x 0.131 nets
•lace nail
-a 14 gage S pales
i6. CMIInglenses to parallel renters
3-16d aolmnm(312x 0.U5"I m]nhnum. T&O 2328.10A.1
(See Table 2308.104.1)
4 -Sx 0.131 nals
:face nail
-3' 14 gage singles
19. Rafter to plan
3- 8d Common (2117 x 0.131')
3-3' x 0.131' Dols
:Ioendl
3- 3' 14 9896, Mpalm
20, 1" Diagonal LNoce to each stud and plate
2 - Bd common (2 112' x 0131'1
2-3' x 0.131 nails
%lace nail
23. Built-up comer suds
16d {mnmm (3 Ur x U.IOL )
a+ •^
a6, O.C.
3' x 0.131 naffs
3' 14 gego staples
:16, O.C.
24, Built-up grow and beams
20d commm (4' x 0. 197) a 32- o.c
:face nail a top and bottom staggered an
3'it 0.131' nails at 24" O.C.
opposite sides
3' 14 gage staples a 24- O.C.
2-20 common (4' x 01921
at splice
3 - Tx 0.131' Pais
:face nail a once and each
-3'x 0.131 none
- 3.14 page Maples
- led common (r x 0.14")
-3'x 0.131 nods
- 3' 14 gage Maples
-16d common [3112' It 0.162)
-3'x 0131'nats
-3' 14 page Maples
-led common (311Tx 0.1 ST)
-37x 0.131'nais
- 3' 14 gags Maples
-16d commm (3 UT x 0.16T)
-3'x 0131'nais
- T 14 gage stories
nail
nail
tt roof indwell sheathing (to harming) I 5' from edge, 10• O.C.
Strap & Simpson Strona-Drive® SD Screw Schedule
Ratter
II Porch I A33 I - I 4SDN .5' I 4-SDW.5
Tie -Downs
Strap & Fastener Schedule fa)
ReRer(b)
rltmtelk.
psi
CODE REVIEW
v.o. nmary ••+inn. ��.
net Eonya�v a
veer BBrnsaaer
FIa.39
PemR,v.C.
PE
FPE..M.I.APE W017
L51CCC N Or63slid
PE Nl W 39
Perth I A23 1 585 1 4-10*16' I 410611.5'
Hseder(d) HP40.41.80.81 4,T25 1 5-3110.131' 1 5-3'x 0.131'
Part01Dea4. Uplift -Dw2mgtener Floor Faatenerr
neowne 20Ge 1-1/4'K1de 4.723 7-10dt15" -
`J6'x 30" Anchor 1 4.301) 1 1-
p. Ag shops Cal be Sudenum0wor an 861iwd ml Drald mOBUTIg 1a19 strengths.
Is Re(ter lies to start wail to to at orrery connection for 24" D.C. S can be every Cher for
le' Co. but Is mcfared on comers and studs aijaaemt to comers.
e. Only needed on aluminum 3 vinyl sheathing wall
It Headers oror 6'soen.
Ulc
ACNRERIOR
entriesG
MEmtLL
a" SmRhIERUCmON
MEROFECRONUPPRESSION
SYSIEIAANCYGEABLE
FODENVERSIONM�18
WVBER OF SPWIND
SPEEDoiURE
SUREsorAL
PRESSURE COEFr
a16
D 1➢AD
LOAD
,-
3DPSF OR SWIG whit LOADAD
LOAD
1onrVE
LOAD
mp. 763F - 116PsF OPT.G
OF fif s. BOOR, ROOF
W
N/A
PER Mill
1E
PR IECgON USAGE
NOE
SHELTER USAGE
NoFOOTAGE
1WFi. m LESS
5
'del 3S-CAB-113l
LL 1. FWNWTYJN RMR ARE Nal PART OF 1105 flAV Sa AIm AAE
fAVERdD W L �URMNTN.
2 TOS BUO3Wla 6 IXEYPr iR04 n1E rHC E16:ROY CONSERYATON
N CODE PFryA SEmCUpNy/�101a]T.
11 LLI 3'REYEEe 2UtON
1. /1L=25. W07EIR RUSSi C -C h"' 02
SPF. IXaPT
U a S
NOT D
�mUCI1HF5 ahR A0o SD. R. VNA HAVE AN ao' uIMLu4
cQ 6. �0.mEAa N BE LLSdII£D ON -SITE of OmEPS WiIU ILNL
G 7. IS PWQ( MBFV]E D WireUNG VJIM WE YIWYUY
SFECRLd10N5
4 nAT 4U& sThUPS co, BE aM AROUND SmUCNML VERenns
OF .OL STIOS THU4Ea. CRDRm. M. To I SEWRE T Est
YE11ea6: PROVIMD TINt THE MDED man) W6 Nm wT ME
Q A41 E\BTNG BMI(6 vs TxE 5'IMP.
Q \\lIIIT
ED `\\�Y\ ..............
i
Q P STATE 4,1
LLI OF
F L O R 10
Z /111111 I110
LL1 M.tth.W T. BaldWin P.E.
F-- Florida License #64608
Ln
L< sheet: FBPR-6 OF 6