HomeMy WebLinkAboutBUNGALOW MASTER PLAN.n �I
PSI APPROVAL 2018-01-18 End Wall Header Schedule (18OC)
Side Wall Header Schedule (180C) Fasteners w/o strap
U4 AttiMINtlM-ROOFSH Building Width S¢e{d} Max. Span NJ{b} (each end){c}
Ize c. Laid Bat
Up to 14 I e starers-wLs `ti -0 }31=nails-
0'-0" MAx. Max. Span NJ(b) (each end) 2-2'7(4"(c) 9'-0" 0{d} 6- ' x 0.1 1' nails
1-4•x4" 61-0" 0 3 - 3" x 0.131" nails a. abula[ed values are for No. 2 grade Sp uce Pine Fir lumber.
4'k4" w2'k4" 8'-0" 1 6 - 3" x 0.131" nails b. NJ- Number ofjack studs required to support each end.
a _Tabulated values are for No. 2_grade .Spruce=PinEFlr )umber.
b. NJ -Number of jack studs required to support each end.
- - - ----- ------ - d-No-Jack -studs, but-2x6-studs-laid-flat__ c. Wid bndow, header for window openings that have more than 50% combined stud wall above *hamanelow, otherwise use door header schedule.
1. SEE FASTENER SCHEDULE FOR HARDWARE REQUIREMENTS.
d. See header details for alternate layouts, i.e. 2 2"x4" or4"x4" P.T. 2. SEE HEADER SCHEDULE FOR ADDITIONAL INFORMATION.
e. The header can be attached to the top plate and thus have the combined strength 3. MD BELOW. OTTHEmRHEADERS aISECORUM TO DDOOOR HEADERS � FRAMING aRovE
equivalent _and use the maximum span stated.
1x4 RUNNERS — - -
WALL STUDS
I
I II
F7OQUOR SINH�C 2-a4-
SHEATHING
ER
I II
2"x4" TRUSS i i i I i I (2) 2.4' WTM 1/2' PLYWOOD
P 24" O.C. �i OR }t-
Use FILLER OR (I.4- 2-.,v
MAX, I II 12-.12" OR 16-.4' BETWEEN 4-.4'
1 I *A L STUDS. VENT IS SECURED
WUFAAACNUTU RR� INSTRUCTIONS PER12" MAX.
• END WA TRUSS HYDROVENT DETAIL SIDE WALL WINDOWS END WALLS WINDOWS & 4r'x4" W/2'rx4"
(OPTIO AL & DOORS DOOR 6' WIDE OR LESS
_ F n 1 TRIISS -1411
2x4
2.4 S(
ROOF
DESIGN PRESSURES
ROOF +27.8/-94.7
ROOF FRAMING PLAN
ELEVATION CROSS—SECTION
TYPICAL ARCH FRAME
END ELEVATION
WITHOUT DOOR
BLOCKING
Elio IIALLS
2.4 SOLE PLATE
-VARIES W-O' TO IS-8-
END ELEVATION 4'd' P.T. ATTACKED WITH
F¢4 OR EQUIVALENT. SEE
WITH DOOR TABLE 2 FOR OUANmr AND
END ELEVATION
WITH GARAGE DOOR
(ONLY ON e(OWALL)
G.F.1. ®+ OUTLET OTES N-OPTIONAL ELECTRIC
-ALL WIRING SHALL BE 14 GAGE 3-WIRE MC CABLE.
N IT -ENCASE IN ALL METAL BOXES.
rl
WIRING DIAGRAM
SOURCE L
(OPTIONAL)
WALL
I.12- STRAP W/6-10d
UAL
FLOOR SHEATHING:
- 3/4" PLYWOOD
3/4• P.T. PLYWOOD
3/4• T&G
- 3/4. P.T. T&G
-SEE HEADER
DETAIL
1.4 RUNNER.
ON INSIDE
2.4 STU
24' O.C.
(r1tMkC IC.a
I
CODE PEtP ::'d
Pr✓Icxsi"�¢f Sc::Pcz•,41e.ai; Fcc tnc
7c3.73+73'rc•�t
rrSGf.Ja, FTOl{dG F12.33Y
Plans Review: Victor C. Martin, PE
FL PE 08Z379, LA PE 042017
1SUCCC 4UOZ436, TN PE 0220939
D4 ALUMINUM WALL
SHEATHING OPTIONS
END WALL
2x4 SOLE PLATE
FLOOR FRAMING
STANDARD WALL DETAIL NOTE WALL FRAMING MEMBERS ARE Co"Nuous FROM
WITH DOOR & WINDOW OPTIONS CONTINNUOOUS LOAD PATH. ANDSILL TOFWHERE WALL MEMSMS AREA
NOT CONTINUOUS, SHEET METAL CLAMPS. TIES. OR CUPS
SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS
THAN.
NOMINAL THICKNESS.
TABLE 2
RUNNERto P G"
SHED WmTH
X1
X2
X3
13•-8-
1•-101-
1•-10]-
11-1cr
6•-U-
W-9•
e,-6•
-
6•-0'
0'-10'
51-
-
rwl — of ,�i 10 corns air (n 4tis-
saa3 ONLY. Is-e• ,FFC sails HAYS (4) 6£T9 ff 510a5
CODE VERSION
- ---
MANUFACTURE,...- __ -. _
pa,4 L� ""' `"'"""' -
-_
SUPEiiI0RSF1E05--
BUILDING TYPE
RESIDENTIAL DAWN BUILDING RESTORAGE
CONSTRUCTION TYPE
V-B
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
Va-ISOmph
EXPOSURE
C
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
4/- 0.,a
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
IOPSF
ROOF LIVE LOAD
3OPSF OR 30011, POINT LOAD
FLOOR DEAD LOAD
1OPSF
FLOOR LIVE LOAD
STD. 75PSF - 125PSF OPT.
"R' RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
I
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
719 SOFT. OR LESS
w MTB
Z Data:
J ;112/12/17
o Scale:
1-- N/A
(n LL1 V.dWF
(n SS-B-180CR1
LJ_I F. FOUNDATION PLANS ARE NOT PART OF THS PUN SET AND ARE
0- t~GOVERNED BT LOCAL JURISDICTION.
2. THIS BUILDING Is EXEMPT FROM THE FBC ENERGY CONSERVATION
LLJ J CODE PER SECTION 101522.
Qa 3. REFER T7OO TIE -DOWN OEEAILS FOR PROPER INSTALLATION
REOUOiEA(ENTS TO MEET COOS
4. ALL STUDS, RAFTERS, TRUSSES. ETC. ARE 2.4 /2 SPF, EXCEPT
O AS NOTED.
(_) 5. STRUCTURES OVER 400 SO. Fr. WILL HAVE AN 80- MINIMUM
DOOR
LLJ S. GUTTERS TO BE INSTALLED OH -SITE BY OTHERS THRU LOCAL
L LI Cr CODES.
7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS
�) AS PER FL(R tOA BUDDING CODE
S. FLAT METAL STRAPS CAN BE BENT AROUND SmUCTURAL MEMBERS
OF . STUDS, TRUSSES. CHORDS, ETC. TO HELP SECURE THESE
MEMBERS; PROVIDED 1FAT THE ADDED BEND DOES NOT INTERFERE
ANY
OOSm4 BIAKESBENDS IN THE STRAP.
s
Q It ��� ,r . ... T.:. Bq
T \ �
.m i12.
ilE
1
d <
d°�
1
2x6 P.T. 2i2 O.C. TYP.i
OPTIONAL 125P5F O 16- O.C.
13�
�.' STATE
TP. WITH 3/4- T&C PLYBOARD
rx4' ATTACHED
I
/ O "• FOF
/ -' L 0 R I
P.T. WTTH
EE
TABLE2 EFQOR �a1TITTYSAND
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MattheW T. Baldwin P.E.
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Z
Florida License #64608
FLOOR JOIST. SEE SCHEDULE FOR SIZE
FLOOR FRAMING PLAN
m
Sheet: SSB— 1 OF 1