377 12th Street (GROUND FLOOR) o
tdocr
THE SHEAR WAL!•S TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE 'i 1 i3)4 xl%'LNL3P QM 1 COVERED �' or Now an NN�
NOTED IN N,kE.TABLE: 3I x)bI,MI. .. (3�... _._ ...... ENTRY '"� V
A) WOOD SHEATHING TO STUDS NAILING SHELL BE 8d COMMON NAILS. _
8) GYPy1UM BOARD TO STUDS NAILING SHALT- BE 5d AND 6d COLLAR NAILS FOR 1/2-AND 5/8-THICK on - S
----- - -- --- 1
80ARD RESPECTIVELY. y
C) SOLE PTS-CONCRETE SLAB ANCHORS 'SHALL BE 1/2"0 1140110=015T661 Rt95 pICTIgBsTCq
As sNouN oN"oP sneers-3•A:Da epmr,altoomo sous As iftaulafs BY T" &SLOW
N _LAUNDRY
DESIGNATION REQUIRED SINGLE OR SHEATHING TO STUDS FLOOR TO FLOOR O u."
SHEATHING DOUBLE SHEATHING NAIL:SPACING ANCHOR SPACING SINGLE 6 B v
- O 7/16" OSB 125�O.C. 3 '__' ��T� /—A �NDI FF JOlsts^i
(BLOCKED) ---------------------------
"_/ " T'
8 7/16. OSB SINGLE 4"i/ 12" 64 O.C. _
(BLOCKED) 3 A O 11;
la. cLosey nl C7
(, 7/16" OSB SINGLE 3"'/ 12" 36" O.C. ## ■
(BLOCKED) -t2� -I Li ACCtbe y
8-1- 4" G L Id. ---- - --
• __ N ,�yS rm
ADDITIONAL NOTES: " ---- HALL N 3+• cl
w �
1) FOR LOCATIONS CLOUDED AS O, INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE I O11< 0-
BOLTED PER DETAIL "B" OF SHEET No. S-4.
2) FOR LOCATIONS CLOUDED AS Q, INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED "- -- O O !' , (1)2x)2
AT TOP AND BOTTOM AS SHOWN ON DETAIL "A" ON SHEET No. S-4. i - ' --- -- 1 b 0 O ----- t _
' I. 3) FOR LOCATIONS CLOUDED AS O, SHALL BE STRAPPED PER DETAIL t" ON SHEET No. S-4. ^� KITCHEN F. ^ _ -- ,y
4) FOR LOCATIONS CLOUDED AS O¢ , SHALL BE STRAPPED PER DETAIL 'W" ON SHEET No. S-4.
5) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL BE BOLTED PER i O 10-I NT
DETAIL "E" OF SHEET No. S-4. HOMEOFFICE 1 ~~
6) ROOF TRUSSES SHALL BE STRAPPED TO !OP PLATES OF BEARING WALLS AS SHOWN ON -
SCHEDULE "A" ON SHEET No. S-2. STRAPPING WILL BE ADEQUATE TO RESIST SHAER FORCES
a ^ FO
'. ACTING SIMULTANEOUSLY WITH UPLIFT FORCES. 10'-I HT � 2 YER
7) ** 1 INDICATES FLOOR HOSTS AND GIRDERS TO BE DESIGNED, FABRICATED
AND CERTIFIED BY OTHERS. N UpDW
I _ N► ��i [t)tx ~"I
L
G R�,-I" HT 10' I HT i i
N
_ )7 I I 10-1 P
1WU tpwro ♦4STEPL
COVERED g6R do W 6M'
SCHEDULE nA», l0'-1"
II
F+i
HT , SraAp COVERED LANAI
ROOF TRUSSES STRAPPING SCHEDULE TO TOP PLATE eNLw gFA9 to M 6M T h
ti Pantry -A� a�• � W/c't)GaTTNnacrlu ENTRY
OF BEARING WAU.S (PRE-ENGINEERED FRAMING) ® ��P�' \Vv t4
'• iai 1"T POSTS
UTILIZING ALL THREAD STEEL;RODS W,,a T" owde p i- d"
Rom
TRUSS No. OR UPLIFT .{ - '- ;;`` `i �N1gt1� v ��• - -----------------2 -- F�"-I
DESIGNATION# (lbs) 1RISS 10 to LASE
cEW oL€s� L V�J '•t,(, DINING ROOM
OIIRIMM BELOW f�17�Z 1 � n�xy!' ,�i• �Q V?dlamNsr dMeadsd sMN.rods 0000nuoos fiom top Plates to Conan"I1174m cl .
space an S4"o-c.(nu)or as shown on layout.Wes cWtaM"J"of shoot$-A
p'w''a for typ"Bok run)
a� " y 101-1" HT a "
�2)R'�? US(� CLf,�3 Io'-I PL VIE .«dain"�. a.n..es-ptwo.aon»reatxL.anuon�.
+4" STEP' c-
',. fitums ASA 466 LRYWr 601M t"e&dr eeow,a neAFu+onATauT roTH•
. �_� �� vi I "t"n�a"R tuA,,..-1R`saTP.w•oc TTP.
�' -TAi•ase uv rrvaK oR ao.vAP.eae.
J -MlTA,L 4111 PWTa-stucco
R•n WIILATKaI"®.O,I yr eraiRROOK
MaGMCATaaA FOR RM Mfa.AY•e M"G A,p UIFD
_� I RT..�.T.�.�..
•GARA6a 000"" W 00-RL X MI/Tl AA PM
I 1 •moc"s laM TNAN"'AM TO K"APRT RL.Y6
BEARING STUD REQ�JIREMENTS FQR BEAMSfGIRDERS: 1 � � M
\ BILL I a,WTVa MIAMNe Di{TTP..su AT Puerew"AM 154,4 m"
"K" DENOTES KING STUD AND "J" DENOTES JACK STUD. � � ""'�'°"°"*' ^ ° �•"°gTROC` °'^'ANO _.
ALL SOLID SAWN LUMBER BEAMS SHALL BE SUPPORTEDI �' N FM1AT�' h MOOR AAA.
1LPONNa- M.O^T111M!W/3N'Ttl
WITH (1)K+ (2)J' s+ ' AT END SUPPORTS OR (2)K's AT " ,,TL„R„� ,• pL_,m'•,Tor
` 10'-1 HT I wow BIRDSP�oRT A m u o >a•rW K.
INTERMEDIATE SUPPORTS, LVL BEAM REQUIREMENTS ARE yy QOVIRW W/Y PL 4V{•PL
".1RA"L ROOF P4 a W*PI.
SHOWN ON PLAN ABOVE AND DENOTED BY: /-ICa � -- �'` ".RAoa r.�w SFV{'K•O.0.008 DROP
_t a)ROOF PITC"'W Ov9nW1G o-TTP. 1y
-omo Fo'AAmcmrEe�wAL moiasoTaois u
-VYW%ROOF 0ILK W'e FST 1La�,11JL–LL
Qui a MAL ALL-A-STY1 DWL0OR PLVW000 SUB#L001t I a
SM ATt M W 8D COWAbN MIRE NAM"!Q 0"O.C.
EVIWAVWERE.wTALL SOLID*LOCICwo BEtVYEEN t 1 (2)13/kX 1111$"Wl -
FL•0OR JOISTS AT ALL MSARM WALLS AND*NEAR 23� I &gO f sm ColmWo0,
WALLS a TOE MAL SIA=W TO DOtlMLE PLATES, Tw ANNE supe
JONFM AND*HOLM PLATE W/1tID COMWON WIRE " 1' I T I 1 MASTER BEDR OM r
!2)i11gXN�16- -.
_ _.
MND ON 118 O C LNL 009 ti 10'-1" HT 10-i WT
'�S' Lu
xSY Z
'1' S" '( ISf ZflAs'(0 LYl- m
6M. wJ12)LsfA16"sTLoa � O
?uutfA 9'1 R6P5 "� -�
3
O ® ScAl�r Ing p� roe
•• •. I PITCHES FOR ALL HOSE I
AIR BAFFLE BIN FA TRUSS t L
TO MAINTAIN 1/2"MN ANT
SPACE FOR VENT VARIES
/� /_ "'� p� r� STRAP FOR TRUSS ANCHORAGE(SEE
C fFTES G�(Z /H'��.I�•• Qr.W 1f "L GALV.METAL O H. SCHEDULE•A'ON SHEET No.S-2)
.._. ^� DRIP EDGE
11�'9lIL[t'[ES gagALWRAPPED
UMM FSCIA 5/8"GYP.Bo.ac
GO IJ-1 eV L_ OVER 2x6
- 5� tyres t
C SCG IT'i'T(J/� acNl+ne A
1AlT 6 VERFORATEO
VINYL/ALUM. I/2'GYPSUM 8
0
SOFSOFFIT2x6 S'tf CID TEs ga ii. OF TIQ Ca ev PL,W'T A9`z
IIiT
- FSTUCCO
RIEZE �SIIDS 0 18'OC(LINA 02
MEAT - PROVIDE MD-WALL BLMM FLAT m r
WISE O JOINTS IN SHEATHING i rTi 8 O
CLoseT I '~ 7/8'MIN.LxiNf /—P.T.2x PLATE Yff t N
1 VENEER OVER p \
I
I
fn
VAPOR BARRIERJ
—.— — — MR LATHE AND 3/4'PLYWOOD(NAILED h SCIEYYED \ .• >- m �
TO IC PRE-ENG NEERFD FLOOR > m o m
NR11. 2x m .
._. ._____-_ TRUSSES OR TJ.I.JOISTS O 24'OC W
- .-,__ .._ -TvEs To RFd�CI�6 IufPT1 Qs o✓/C6)hoc+ �x - - uN®a z
_(SEE F100R TRIES ENCNEERING) N 3 w a
cl►NW6A3 NAUeCMP•f o o a o N
v DOWN PoN JOIST BY Taus MANUF.
. O (SEE FLOOR TRUSS ENGINEERING) -
�- O EDROOM 03
&04A 10tom"CEILING BD OR 5/6'GYP.O A.
'.. �; •- ...++.^'•` •, N - tJ THREADED STEEL RODS
SPACED — „
y1, SPACED PER SHEET J SMAY I-a Or _
�,•, N ADDITIONAL EXP.BOL MAY
BE NEEDED PER SHEAR WALL
_ TABLE ON SHEET i S-2. �..1 a to
i NG
b C 7/6"MIN.LOW WISE a JOINTpRWDE S ISN SHEATHING MT
O E _
2. SIDS O 16'OC(YIN 12 z G a
® h - — — VAPOR SF41 3
- f * P.T.PLATE r/ANCHOR BOLTS PER a a z
STRUCTURAL
A.COONCRERE
TE SUB WITH
C•6%10/10 W.W.F.TYP.(3000 PSI. w A �s] 6
(Q i 4 CONT. FIBER MESH OPTIONAL). r_� O O
e w U
AEGRADE - aWALES z a iI
\ \ 6 ML W1POR BARRIER
14 8005 VERT.ON 4B"O.C.h AT CORNETS. r 1
-r,...... VERT.RODS SHALL BE HOOKED 6"INTO
FOOTINGS O BOTTOM AND 12"INTO SLAB m
20"W)x 10•(H)CONCRETE O TOP. FOR HORIZ. REINFORCEAIENf, USE Z (Yy
NG REINFORCED " 9 ga. HORIZ.JOINT REINFORCEMENT w
- dW OVAL'D'14C ON OHM Mo.6"4 w/(2)-i5 RODS CONT r` � � ON 16'O.C. (MAX.)F=".001t TO PPLOmaint
T4Em- Sp
QQ
TY =. 2-STORY WALL SECTION � w z e-
1/2 0 THREADED STEEL
i
I
FROM TOP PLATES ! SCALE: Ir!"■1'-0" W
TO CONCRETE. SPACE ON 60'0.C. f,•
OR AS SHOWN ON PLAN. SEE 1
DETAIL J' OF SHEET Nc,. S-4 ° IYPaTrAIO ROOF
FOR TYPICAL BOLT RUN. REFER ro ROOF PLAN AND HAVE
DETAILS ON SRT AD.2 FOR ROOF
FIBERGLASS SHNM.LFS OVER '1 PffCFIES FOR All HOUSES
30i FELT OVER 7/16'OSB y72
BOW OR 15/32"PND VAWIES
.. SHEATHING. VV FOR TRUSS ANCHORAGE(SEE
15
TABLE FOR SECOND FLOOR SHEAR *US FRAMING (SECOND FLOOR AIR BAFFLE BTW FA O H. A ON SHEET Na.s-z>
TRUSS TO MAINTAIN a
1�VENT
Art SPACE a
THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING
CRITERIA UNLESS NOTED OTHERWISE IN THE TABLE: GAOL METAL 1/2"CEILING BD OR 5/6'GYP.
BD TV
smrhv Stade Rs***meMs For Beemel Girdem: A) WOOD SHEATHING FU STUDS NAILING SHALL BE 8d COMMON NAILS. ORIF EDGE
"IC"dMMOM klTq '��dMrow eLMd eoNd earrFM pnitler bNns B) GYPSUM BOARD TO STUDS NAILING'SHALL BE Sd AND 6d COOLER WRAPPED OVER
&
tuLANmas� for flush beelne NAILS FOR 1/2" AND 5/8" THICK BOARDS RESPECTIVELY, OR FASCIA OVER 2x6 .�
KLs bbe eMMseVPPa 1-1/4" TYPE S OR W, 6 SCREWS FOR EITHER BOARD THICKNES PERFORATED
- Ore el10VI0 OTI P OtpY1 deF101ed W. VIMT ALUM.
s !
DESNiIIAnRN REQUMID SMIGT E OR
'w SNEENSTILMIS
SMEATIMDX1aLE SE 'TING AILSAAaNG STUCCO FREZE ao F
. t 1/2.0 THREADED STEEL RODS
— ISE-PROVIDE YD-WALLSHEATHING BLOCKING FLAT
- n 7/16' 058 SPACED PER SHEET 1 5Y15E a JOINTS RI SIEATMNG C
_
AM"
x i`^J 7�`TF—��lx SINGLE 6" / 12" BE NEEDED
EXP.BOLSWEAR
MAX
- - _- -- (BLOCKED) BE NEEDED PER SHEAR WALL 2x STUDS O t6.O(MIN p _ O
TABLE ON SHEET/ S-2, 12 3 a
1 TML VSILL SNEAT1rr1G TO 2X STUDS PER NEAR WALL TABLE JC:}�L��L(LL77L77C77 ee�� P.i.PLATE r/ANCHOR Q
I (BLOCKED)
OSB TEXT NN.CO P
REQt1iREtENT$OF SHEET S-2 .EXTERIOR WALLS NOT COVERED (BLOCKED) SINGLE a" / t 2' BATS PER
BY TABLE SHALL BE NAILED W/ad COIuION NALS ON arMr O.C. �+OVER 4*CONCRETE
l Lp
YTL LATHE AND 4"CONCRETE SLAB WITH
2)NAL ROOF SHEAT1MNi TO SDr"!!ORTHNi TRUSSESI RAFTERS VW ad VAPOR BARRIER 6".6'x10/10 W.W.F.TYP. � - df
COINION NAILS ON 4'14'O.C.VIRILIA d FT.OF BOGIES,NIPS,VALUES. ADDITIONAL NOTES (1)1 4 CONT. OPTIO(30MNAL),PSM FIBER MESH F j
EDGES AND CORNERS.AND ALL OVERMAN NAL ON rir _ �tpw1 = U
- - ELSE. 1) ALL EXTERIOR WALL OPENINGS ON SECOND FLOOR SHALL BE STRAPPED SLOPE GRADE
AT TOP AND BOTTOM AS SHOWN ON DETAIL "F" ON SHEET No. S-4. AWAY ALL SIDES
6 YL VAPOR BARRIER Z Z
2) FLOOR TO FLOOR STRAPPING FOR UPLIFT SHALL BE MODEL No. CS20, s is RODS VERT.ON 48'O.C.h AT CORNERS. 3
"SIMPSON", SPACED AT 32" O.C. AT BOTTOM AND ALSO APPLIED AT TOP a VERT.RODS SWILL BE D 12" B"INTO
p o
PER DETAIL "D" ON SHEET No. S-4. WHERE SECOND FLOOR WALLS ARE FooTONcs O eonoM AND t2'INTO SLAB x
SUPPORTED BY FLOOR GIRDERS AND ARE NOT A CONTINUATION OF FIRST 20"�w)x 1o"(H�CONCRETE O TOP. FOR HORIZ. REINFORCEMENT, USE
FLOOR WALLS. EXTERIOR WALLS OPENINGS MAY BE STRAPPED PER DETAIL FOOTING REIN SCO 9 go. JOINT REINFORCEMENT
w/(z)-is Roos CONT. ON 16 D.C.o.c. (MAX.) JOB NUMBER
"K" ON SHEET No. S-4.
T rfD. 1-STORE' WALL SECTION
SCALE: 1/2"■1'-m" SHEET NUMBER