HomeMy WebLinkAbout39141 6TH AVE UNIT LENGTH VARIES 8'-0 10 24'-0' U+ T LLt�GTH VARIES 8'-0' To 24'-0' Cy
-t (Z F
C2) 2x6 5YP #2 P.T. 2x6 5N RAN. H (2) 2x6 $YP #2 P.T, 2x6 3 t
s 1YP. FRONT AND REAR y2 TYP. fRON1 A1vD REAR ' 5DE RAR� x2 x2 Q
nn
- ___ II _______ - 1111 ii r rt
1x4 AT 4'-O' O.G. DADOED NTO (2) 2x6 SKID
/ \\ FLOCK JO15T CR. 0 N LIEU OF (4 LOCATIONS ONLY
2x6 J015T5 i C 1x4 DADO T+G DECKING d _ff _ ___ _A C 4 24' O.C.(TYP.)
F ! A G - \ �_ 2x6 JOISTS
24' O.C.(TYP.)
58 PLYWOOD v "��5/8' PLYWOOD
; !,�, ' DECKING x2 DECKIG
c2) 2x6 5KN/ -NOTE- lY
2x6 c C2 LOCATIONS ONLY) Q \ 1SIDE RAN. x2 ALL FLOOR FRAMING 15 TO 11-
n 8E 5YP #2 0 24' O.G.
x2 TYPICAL FLOOR FRAMING PLAN
FOR 8, 10' OR 1Z SINGLE WIDE UNITS I 1x4 AT 4'-O' O.C. DADOED INTO LU
5CALEs 1/4' = 1'—O' D 2x _J FLOOR JOIST OR. N LIEU OF
x2 SIDE RAIL 1x4 DADO T+G DECKNG
O V
GENERAL NMI&
1. ALL DOORS $HALL BE OPENABLE FROM THE EGRESS S TYPICAL FLOOR G PLAN so TYPICAL�+�� //��''''��
WITHOUT THE USE OF A KEY. FL0ORFRAMING DIMENSIONS FOR 14' SINGLE WIDE UNIT
2. ALL GLAZING WITH" A 24 NCH ARC OF DOORS, Q O
WHOSE BOTTOM EDGE IS LESS THAN GO INCHES MODU,E n PIER TO SKID TYPICAL JOIST SCALE, 1/4' = 1'-O' -1
ABOVE THE FLOOR. AND ALL GLAZING N DOORS O WIDTH �J HOME EDGE SPACING U SPACING
SHALL BE SAFETY, TEMPERED OR ACRYLIC PLASTIC SHEET.
3. FLOOR DESIGN LIVE LOAD - 30 P5F. 8' WIDE ' 8'-O' 1'-0' 6'-O' 2'-O'
10' WIDE a 10'-0' 1'-8' 6-8' 2-O'
4. MAXIMUM WIND 5Pf ED - 110 MPH. 12' WIDE 0 11'-8' 2'-2 1/2' 7'-3' 2'-0' y 3
5. SEI5MIG PERFORMANCE CATEGORY - A. 14 WIDE = 13-8 3'-2 1/2' 1-3' 2 -0
G.
G. OCCUPANCY 15 RE51DENTAL LAWN STORAGE.
N
=UClUFuA%LO�I.ES:
WINDOWS HEIGHT MAY VARY L
WINDOW LOCATION AND QUANTITIES
1. ROOF ASSEMBLY TO BE 5Pf #2 LUMBER. MAY VARY AND ARE OPTIONAL UNIT LENGTH VARES 8'-0' TO 24'-O'
'NALL 5TUD5 TO BE 5PF #2 0 24' O.C. TO 84' HEIGHT -_
WALL STUDS TO BE 5PF #2 ® 16' O.G. FOR 85' TO 96' HEIGHT CR 5'—O' MAX. 5'-0' MAX.
WALL STUDS TO BE Sc? #2 O 24' O.G. FOR B5' TO 96' HEIGHT
2. FLOOR JOIST AND SKIDS TO BE 5YP. #2 PRESSURE TREATED II li H IU 11 ii 11
LUMBER APPROVED TO BE IN CONTACT vVITH THE EARTH.
EXCEPTION' fLOCR JOIST MAY BE 5YP. #3 iF SPACED N-
1G' O.G. MAX. .A 2'x4' P.T.
3. FLOOR DECKING TO BE 5/8' PLYWOOD. EXTERIOR GRADE, w PLATE 5PF #2 2x4
VERT. WALL STUD
APPROVED FOR 24' O.C. SPACING. > 0 24' O.G. (1W.) tL.
4. ALL FASTENERS INTO PRESSURE TREATED LUMBER SHALL BE �- UJ Iw
HOT DIPPED GALVANIZED FASTENERS. 1
5. ROOF SONG TO BE 2 1/2' x 1/2' CORRUGATED PANELS .017' THICKNESS, I E _14)
AND STANDARD PANEL ACCESSORIES. r q
WALL SIDING TO BE 2 1/2' x 1/2' CORRUGATED CR 51EP DOWN PANELS ~ -3 �3
.017' THICKNESS AND STANDARD PANEL ACCCSSCRIE5. ZS g
G. PANEL FASTENERS SHALL BE A5 FOLLOWSa ,y
EVER-GRIP SCREW FASTENERS W/ WASHER. B5 SCREWS LISTING AGENCY
PER SQUARE (BASED ON 4'x24' SHEET) = 49 P5F. OPTNAL ROLL-UP GARAGE '� APPROVAL 1 >
ALUMINUM SCREW SHANK NAILS '4/ WASHER. 88 FASTENERS DOOR CR DOUBLE 5'WiNGING THESE PRINTS COMtY WITH THE
PER SQUARE (BASED ON 4'x24' SHEET) = 40 PSF. DOCK, MAXIMUM HEIGHT 1 -O' FLORIDA M.ANUFACTU'RED BUILDING --1
TYPICAL. MAY VARY. WP ��� ' ACT OF 1~ 79 CONSTRUCTION CODE
7. ALL NAILS ARE 'COMMON' NAILS UNLESS OTHERWISE SPECIFIED. 32 MINaIUM AND ADHERE TO THE FOLLOWING
G0' MAXIMUM CRITERIA.
OPTIONAL ELECTRIC TO EACH UNIT. — G'-O' HEIGHT
SITE ����� ITEMS:
FEEL D CONNECT FROM EXISTING � _ DOOR LOCATION CONT. T11PE
POWER SOURCE TO UNIT. MAY VARY. OCCUPANCY 5
ALLOWABLE 4
NOTE THAT THIS LIST DOES NOT NECESSARY LiP11T THE r w w� �� Or FLOORS
ITEMS or WORK AND MATERIALS THAT MAY BE REQUIRED FLOOR.
FOR A COMPLETE NSTALLATION, ALL 511E RELATED ITEMS WIND AELOCITY 110 MPF1 REV. BY DATE
ARE SUBJECT TO LOCAL JURISDICTION APPROVAL. SCALE' 1/4' = 1'-0' X EE Or
EXTERIORNOR 'HALLS 0 1 DT 10-13-17
1. THE COMPLETE FOUNDATION SUPPORT AND TIE DO'AN SYSTEM.
PLAN ,No. 112-013.1 2 RJB 11-12-97
2. RAMPS. STARS AND GENERAL ACCESS TO THE BU.DNG. ELECMCAL SYMBOLS: -NOTE- ALL ELECTRICAL EQUIPMENT SHOWN i5 ALLOWABLE 3 DT • 1-08-98
3. ELECTRICAL SERVICE HOOK-UP (INCLUDING FEEDERS) TO THE BUILDING. .AND LOCATION5 MAY VARY. FLOOR LOAD P5r
,�}� DUPLEX RECEPTACLE 120V 1 APPROVAL DATE 1-017
r�T �+' MANUFACTURER LARK 8U1L13ER5 __
EL \iAL NOM: INCANDESCENT LIGHT r DATES 9-03-97
�- WITH 1-GOW BULB 1�u
VENT FAN CRN BY• Ja
1. ALL CIRCUITS AND EQUIPMENT SHALL BE GROUNDED IN IC _BY' 5G
ACCORDANCE WITH THE APPROPRIATE ARTICLES OF THE a
NATIONAL ELECTRIC CODE (NEC). JUNCTI(hN BOX _ KCAL E' 1/4' 1'-0'
13 NOT VAINU&035K N.O. Nc 112-013.1
2. ALL 'FIRING SHALL BE COPPER 12-2 WITH GROUND. TH'W CR SWITCH NO
THHN RUN N EMT CONDUIT. 19 :L
3. POWER HOOK-UP TO BUILDING INCUDiNG ALL DISCONNECTS, WP WEATHERPROOF JNEE T
O�ERCURRENT DEVICES. PANELS. GROUNDING. ECT. IS Df5KNfD 1 _
BY OTHERS. 511E INSTALLED. 5liB.lECT TO LOCAL JURISDICTION � SINGLE] WIDE l Nrr t�►+�w-C-� .. w
t APPROVAL. SWITCH 'WITH RECEPTACLE OUTLET 120V 1 y ,,J ' y
10r4
4
2x4 5Pf 42
-
SWMPSON H3 HURR. 0 24' O.C. 51MPSON 13 KRR. 2x4 &f #2 51i 5ON H3 HURR. 22x4 to
5 -p4 2x4 5PF #2 r
CLIP OR EQUAL 0 24. CLAP GR EQUAL ® 24' O.G. CLIPS GR EQUAL e- n r'
PLATE LOCATION EACH STUD. (TYP)7 . C. EACH STUD. (TIP.) EACH STUD. (TYP,)stG 24' O.C. lL
PLATE LOCATION
WIDTH ]U (D O
i •i i .�
13'-8' D C A O O O \j 1d NAILS 2-2x4N2-1d NAILS AT
1
Ej EA. 2x4 (TYP.) SYP #2 EACH 2x4 (TIP.) �6 N
Il'-8' G A p C IL
8 ►- N � I)
'- dJ
10O' G A A � a3 ® ® 23.5' 3' .C5YP FRAME q•-0'
n N N N MAX. •2x4 5Pf I�#2 MAX MAX.
W-O' C * N/A A # # o 4 Q Q c ' ' _ 3-16d NAILS AT
jlt PLATE 'D' REQUIRED WHEN -� n I EACH 2x4 (TIP.)
5PF LUMBER IS USED tt tt
tt
PLATE DESIGNATIONS ' \ - lif 1.ii' 111' hr
A 3.0' x 5.0' M-20 GA. LN5TALL SILL INSTALL SILL
AS NEEDED AS NEEDED
C 3.0' x 5.0' M-18 GA. NDWALL OPENING G
C 3.0' x 5.0' M-16 GA. �.Ei�iJ
O 3.3' x 5.0' M-16 GA. SCALE' 1/4' = 1'-O' U-
1x2 FILLERS 2x4 5PF #2 ROOF/WALL
PLATE BETWEEN 1x4 ASSEMBLY 0 24' O.G. 1x4 BRIDGING CONT.
LOCATIONS METAL EXTERIOR FIT�SH UJ
MITEK' GR 'ALPNE' PLATES EACH SIDE BRIDGNG Al AT i IDPOiNTS. FASTEN
OF ASSEMBLY EMBEDDED Q ENDWALLS W/ (2) 12d NAILS
HYDRAU.. ALLY OR BY o .n
ROLLER PRE55 O PITCH (TTYP.) OPTIONAL 3 1/2'
____________7
OVERHANG AT 0
3O 1O _ IT TI 11 TI IT 2x4 5PF #2 ON EACH END
�$ ROOF/WALL
ASSEMBLY
OPTIONAL BARN II II II II II II II ç 1x4 BELT RAIL <
STYLE OVERHANG n OR 20 GAUGE STEEL T-BRACE
X �
1x4 0 4'-0' O.C. DADOED 11 F 11 5/8' PLYWOOD DECKING -1 3
• INTO FLOOR JOIST CR, iN LIEU ' II IV II <i k.
i9 OF 1x4 0ADO T+G DECKING ft_ fl_/ 2x4 BOTTOM PLATE 0
- , 11 11 11 11 II 11 II / 11 y 4C
SKIDS P.T. 2-2x6 #2 SIP PRESSURE TREATED — Q
5KID5. STAGGER JOiNT5 MIN. Of G'-O'
-_1Gd NAIL ID I
EACH STUD TYP. SIDE WALL G
TYP. ROOF/WALL FRAtSI1ENG 14 N SCALE' 1/4' = 1'-O'
SCALE, 1/4' = 1'-O' EACH STUD 5PF P#2 D 2x 6
LL.
-4
1Cd NAIL 6 2-16d NAILS
16' O.C.
2-lGd NAILS 0 1,
lx4 BELT —5CNT#2x6 EACH VERTICAL U
RAIL IL
BAD� '1f''V'Y T7 2x6 SYP #2 'u
�i�i� S Jl .L i E, nEADER -- - Q O
OVERHANG
DETAIL
IL 160 NAIL 5 c0
�I 1J�i 1L'�1
SCALE, 3/4 = 1'-O' (�
INSTALL 3-16d NAILS FROM SFMION
2x4 HEADER INTO EACH _ TRIPLE ROOF/ 1' O' A LIS LING AGENCY T
ROOF/WALL ASSEMBLY WALL ASSEMBLY SCALEl 3/4' = - APPROVAL IL On s
-NOTE- FASTEN ALL MULTI ROOF/WALL THESE PRINTS COQ PLY WITH THE
1x4 BRIDGING IS NOT DOUBLE ROOF/WALL ASSEMBLIES TOGETHER WITH FLORIDA MANUFACTURED +BUILDING —1
ASSEMBLY ONE 10d x 3' NAILS AT 12' O.C. INSTALL 3-1Gd NAILS FROM ACT OF 1979 CONSTRUCTION CODEC
5H0'rVN FOR CLARITY SIDE OF OPENING 2x6 HEADER INTO EACH- AND ADHERE TO THE FOLLOWING
DOUBLE ROOF/WALL ROOF/'WALL ASSEMBLY TRIPLE ROOF/WALL CRITEI A'
2-1Gd NAILS T-YP. A55EMBLY EACH DOUBLE ROOF/ A55EMBLY EACH G-16d NAILS C3 EA. 2x() CON5T. TYPE VI
AT EACH 2x4 SIDE OF OPENING WALL A55EMBLY \ t� SIDE OF OPENNG EACH END OF OPENING
OCULANCY rJ
24' ALLONA13LE #
MAX. OF FLOORS
TYP. \IIII 'AIND 'ELOCITY 110 MPt1 REV. 01 DATE
FXE RATING OF _
_ EXTERICR WALLS 0 1 OT 10-15-97
14.5' 30.5' 42' (CO' 75.5' MAX. ifihl PLAN NO. 112-013.1 2 R,io 11-12-97
MAX. MAX. L MAX. MAX. I 11111 ALLOWABLE 3 DT 1-08-98
2-2x4 SYP#2 FLOOR LOAD Osr
2x4 5PF #2 - v W/1/2' PLYWOOD A 2x4 SIP #2 U 2-2x6 SIP #2 APPROVAL DATE 1-01-�1
(TYPICAL) ________ 11111 MANUFACTURER LARK BUILDERS
_ 2x4 SIP #2 11111 -
tlII II __________________
II II II --�r---- r----- r--- JACK STUD DATE' 9-03-97
SILL HEIGHT _ i� II 11 ii ii ti EACH SIDE DRN 0Y' JO
MAY VARY II It It tl It It
Ci< BY' SG
II I
SCALE' 1/4' - l'-O'
INSTALL SILL 2-2x4 SIP #2 i9 NOTVAUD UNt_ES8 $I , WO. NO ]12-013.1
._`
AS NEEDED 2x4 5PF #2 SILL PLATE ��0
!ACK STUD Z
EACH SIDE SFfEET
SIDEWALL OPENING FRAMING
SCALE, 1/4' = 1'-0' ✓2'4 7'
2 OP 4
ROOF/WALL ASSEMBLY
-NOTE- 2x6 FLOOR JOIST MAY BE _
ROOF/WALL NOTCHED 7/8' MAX. S 5KID5 r '1'
PLYWOOD '''
ASSEMBLY G£CKING 2x4 BOTTOM PLATE tom- 0 4
FLOOR JOIST __l
g$ HURRICANE STRAP f 1
�$ SEE DETAIL THIS SHEET W
° MTEK• OR 'ALPINE' PLATE$ EACH SIDE
Ilk
OF ASEMBLY EMBEDDED
ROLLER PRESS O 0 O 0 Q
HURRICANE CLIP EACH 50C OF RIM JOi5T U6
SKID TO EACH FLOOR JOIST
FASTEN STUD TO BOTTOM PLATE 1 1/4' x 0.035 THICK TIE DOWN 51RAP
W/ 3-10d TOENAILS (NOT SHOWN) vV/ 6 #12 SCREWS 5 ABOVE DECKING. 3
24' UP ROOF/WALL ASSEMBLY. FASTENED
1 1/4' x 0.035 THICK DOWN S TIC DOWTRAP
WRAP AROUND SKID AND FASTENEDST W/ IN PERIMETER OR 13 #8 x 3' LONG SCREWS ti_
(10 ABOVE DfCKING. 3 IN PERIt�'IETER)
(8) #8 x 2 1/2' LONG SCREWS USING STRAPS LOCATED 2'-0' FROM ENDS
4 ON EACH 51DC OF SKID AND AT 6'-0' MAXIMUM SPACING.
2-16d NAILS. 1 EACH SIDE OF
EACH ROOF/WALL ASSEMBLY SECTION B
SCALE' 1 1/2' = 1'-0�
0
1 1/2' x 20 GA. STRAPS
24' O.G. W/ 2-10d NAILS
EACH SIDE. EACH 51RAP
BRIDGING FASTENED 'W/ (2) METAL
(2) 2x4 5PF #2 ROOF J05T AT j 12d NAILS 0 EA. A55fMBLY EXTERIOR C]
ENOWALL. FASTEN TOGETHER AT I /F"SH Q +
PEAK AND COLLARS WITH PLATES — —
PER PLATE SCHEDULE
SOON A ALLONALS ARE 'COMMON' NAILS FT I H II <i O
SCALE' 3/4' = 1 -0'
[I FI --- . It [I__
• 2x4 SPF #2 ON EACH END
GLUE AND NAIL W/ (6) 3'x5'x20 GA. METAL SPLICE
12d NAILS E.S. M . PLATE W/ 4-10d x 1 1/2' NAILS ROOF/'WALL ASSEMBLY u _—
EACH SIDE OF SPLICE. EACH (BEYOND)
/ \ ROOF/WALLSIDE or BOTTOM PLATE. DO NOT DADO 'AIDE FACE
OF fNDWALI STUD ED� 1x4 BELT RAL DADG INTO
/ ASSEMBLY �
WALL ASSEMBLY Q
OPTIONAL 3'x5' 20 GA. PRESSED ON FASTENED 'W/ (2) 12d NAILS
I I - / PLATE BY MITEK' CR 'ALPINE AT EACH STUD
� 1 I )
2 6x22 1/2'5XICE BLOCK 2x4 BOTTOM PLATE 16d NAILS 6' O.G. OR EQUAL L
IT` 2x6'5 03 'W/ SCARF JOINT SPLICE 2x4 BOTTOM PLATE 0
1/I
- ___________ - H 11/2' x 20 GA. STRAP \ / l�.
W/ 2-10d NAL5 EACH PLYWOOD GECKiNG 111 w
END OF STRAP. LOCATIONI V /11 ^ �[
AT 24' O.C. MAXIMUMN __________ / II FLOOR JOIST _i J)
SECTION OPTIONAL SECTION E1W SCALE, 3/4' 1'-0' SCALE 3/4' = 1'-0' DOUBLE X',1t /
END J05T —�\
LISTING AGENCY s
2x6 SKIDS Q
PRESSURE A E APPROVAL _l
TREATED x2 X2 THESE PRINTS COMPLY WITH THE
FLCRICA MANUFACTURED BUILDING
ACT Of 1979 CONSTRUCTION CODE
AND ADHERE TO THE FOLLO'WiNG
CRITERIA,
` 2x4xl4 1/2' SPLICE BLOCK SG�TYP. �LNiION COW. TYPE 1/)
F" OCCUPANCY
ALL BOTTOM CHORD 5PK;E5. 5
2x6'5 SCALES 1/2" = 1'-0' ALLOWABLE
1
GLUE AND NAL 'W/ C (REV. BY DATE
10d NAILS E.5. MIN. ROOF/WALL WIND VELOCITY 110 MPH
ASSEMBLY I DT 10-15-97
1 EXFE RN OF 0 2 RJB
EXTfRICRCR WALLS
PLAN NO. 112-013.1 3 DT 1-08-98
ALLOWABLE
2x4 BOTTOM PLATE FLOOR LOAD 50 p5F
/ SPLICE BLOCK APPROVAL DATE 1-09-977
\ 3-1Gd NAILS MANUFACTURER LARK BUILDERS DATE- 9-03-97
\ f.5. M . A-3-1d NAILS
CKNBy$ 5C
SCALE' 1/4' - 1'-0'
SE .a ON SECT ON E 13 NOT YALl0 UNLESS W.O. No 112-013.1
SCALE 3/4' = 1'-0' SCALE 3/4' = 1'-0'
�i-1EET
3OF' 4
MTEK' CR ALF E• PLATES EACH SIDE n
Of A55EMBLY EMBEDDED HYDRAUUCALLY 5u`'i?50N iii HLRR. 11_. m
OR BY ROLLER PRC55 (SEE NOTE) CLIP CR EQUAL
BOTH SIDES Of T Q `r
2x4 TO? 24aC EACH STUD. CTY?J 2x4 TOP 2g aC 2x4 TG? >C 2q•0C 1�
PREfA$. iRU55 �q r• PREfA$, iR(.55 i�Aa PREM3. TR+�55 1n
O O r d + U N N
235 3' MAX.CSYP FRAME
Jff \
2x4 5f #2 v� li
H_ U
J1 ?�3 ' � I I I I
INSTALL SL i5TALL SILL
AS NEEDED
UNIT WIDTH VARIES AS NEEDED
FROM 8'-O" TO 13'-8' UNIT WIDTH VAR;ES UNIT WIDTH VAR E5 I U-
FROM 8'-O' TO 13"-8' '( fi FROM 8'-O" TO 13'-8'
ENDWALL FRAMING (XNSIDE VI ENDWALL FRAMING (INSIDE VIEW) ENDWALL FRAMING (INSIDE VIEW)
SCALE' 1/4' = 1'-O' SCALE' 1/4' = 1'-O' SCALED 1/4' - 1'-O'
M1EK• OR 'ALPINE PLATES EACH 51DE OF A55E�IBLY EimBEDDED 0
V Q
HYDRAULICALLY CR BY
1
ROLLER PRE55 4
2x4 TOP t 24 2x4 TOP 24aC 2x4 TOP
O,C Mq�• PREFA$. 1RU55 Mqx' <I J
�4 • PREfG$. TRU55
PREFAB. 1RU53 6 24' O.G. 8 24' O.C. 3 v
6 24' O.C.
A O O O 2-2x4
OIN ' J III 5YP #2 I-
N
N 0 20 GAUGE, t N ~ N r N N r+
STEEL T-BRACE 23.5' I 20 GAUGE 3' MAX.(SYP FRAME In
MAX. o
N N N N N 2 x 4 5PF #2 N N N
# o # # # STEEL T-BRACE # Q z-------- --- — �' (i!
Ql
IiSTA1 L SL INSTALL SILL
UNIT WIDTH VARIES 11? \ iir __ _____
I- I AS NEEDED I I AS NEEDED Ii
UNIT WIDTH VARIES UNIT WIDTHS ES
FROM 8'-O' TO 13•-8' — FROM 8'-O' TO 13'-8" FROM 8'-O" TO 13 -3' 1O
ENDWALL FRAMING SIDE ENDWALL G (INSIDE VI E'W) ENDWALL F G ASIDE VIIEW u
5CALEs 1/4' = 1'-0' , t $/4: = $ ' SCALE' 1/4' = 1'-O'
12 FNIERS SiMP5ON H3 HURR. Q—
BET'AEEN 1x4 CLI? OR EQUAL 8 1x4 DG CONT. —3
BRGIN Q
BRIDGING AT EACH STUD. (TIP.) 2x4 5PF #2 ROOF/WALL AT i UDPOINT5, FASTEN
ENDWALL5 CONE PER SIDf) A55EM13LY 8 24' O.C. W/ (2) 12d NAILS ~
LISTING AGENCY o i
APPROVAL
THESE PRINTS COMPLY 'N!TH THE
> FLORIDA MANUFACTURED BUILDING — F-'
2x4 5PF #2 ON EACH END ACT OF 1919 CONSTRUCTION GODS'
AND ADHERE TO THE FOLLO'4iNG O
GRIT ERA'
14.5'
GONST. TYPE
MAX.
2x4 5PF #2 _-_- I 20 GAUGE STEEL T-BRAGf OCCUPANCY rJ
(TYPICAL) ALLWABLE
i OF FLOORS 1
l9
5/8' PLYWOOD DCCKiNG WIND ELOCITY 110 MPH
REP. $Y DAtC
SILL HEIGHT _ 2x4 BOTTOM PLATE f RATING OF 0
MAY VARY / EXTERIOR '.PALLS
PLAN NO. 112--013.1
FLOOR LOAD 50
2-2x6 #2 5YP PRESSURE TREATED APPROVAL DATE I-0q-97
5RID5. STAGGER JOINTS N. Of 6'-O' MANUFACTURER LARK 6UI.OLR5
UNIT LENGTH VARE5 8'-O' TO 24'-O' Ur" 3
DA1E 1-OS-qB
CRN 3Y. ,;B
GK BYs Esc
TYPLL�� •j . 5CALE1 1/4' - V-O"
. SIDE •w" FRAMING —NOTE— �dOr vAL� SK ó w.o. Nc 112-013.1
SCALE' 1/4' = 1'-O" FCR PLATE INFORMATION
REFER TO SHEET X1" 511EE T
r n X 3
4 OF 4