132 BELVEDERE ST - DECK Y
� � p
RE-VIEWED FOR CODE COMPLIANCE FRAMING NOTES AND LEGEND ITTO
IHf OF ATLANTICTOP AND BOTTOM PLATE MATERIAL: 2X No 2 SYP,UINO. -
STUD MATERIAL: 2X No.2 5PF,Uko. a
SES;PERMIT'S FOR ADDITIONAL HEADER$: � z
RECA 9 � f�AND
CONDITIONS
ALL HEADERS ARE(2)2x6 No,2 SYP WITH TWO KINGS AND ONE CRIPPLE,
i€+,s9'�'- 1 df mxx 9` UNG.FASTEN HEADER LUMBER TOGETHER USING(2)ROWS OF 16d(0.14S"X
S.6)COMMON NAILS AT 12"ON CENTER.USE OSB 6H MS AS NECESSARY TO o u
.1 MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN.SEE r o u
dry® / THE HEADER DETAIL FOR FASTENING:SPECIFICATIONS. _
Iw I x:9 ('l � J f � � n 05 w
HEADER NOTATION IS: n u h
"-NUMB€R CF PLIES IN HEADER -
�
(—NUMBER OF KING STUDS
AA`f' "' ,� - "@�- Pte" '�"Jam^ `x�� a✓=^�'�v-w'-Zr�vs=..r"'".� n 1 �' 1' "F,gr�g � (2)9Xl .,12:1 IgR S,
ECRIPPLE STUDS
S201 52.07 01 S2.Ot EXISTING HEADER 52.01 v4'gysv�- '3+- •E I�.NUMBR OF SIZE OF DIMENuItlNA!LUMBER
. r
TO REMAIN
(3)2X8 � (3}2X5 � .._ SHEAR WALLS:
� _
11' '-^ �=! -' - �� ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE
TYPICAL WALL SECTION, THREADED ROD SPACING AND SPECIFIC
O
C THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN,AS NOTED
ED S HE PLAN. ADDITIONAL NAILING AND HOLDDOWNS,VF ANY,
(2)2X8 EXISTING HEADER [i ARE NOTED ON THE PLAN
(2)?YS T t9°. EXISTING HEADER } ,-.,m I TO REMAIN
A TO NEPo+AIN 2 g 3 I
a
C
Iff
{ �r
- 201 2.07 5207 I'� �'°`\{' SHEDETAILS LOCATION
FASTENERS
OR
I
¢- (_)2X6 t:7 (2)2X611 = („)2X671 2 2X' I � yy SHEET NNMBER
Y-{0- ;4 �— p SHEARWHLL LpCA7ION
A 1 I. - �! �.�,!@..\ d a�.-/ 1 t sa....°�.sti ! f9J U cn
I ^� Vin.,/ _
ETI II ♦ , 1 co
2.3_ 2,
11 - --.� ( i 0
-- DETAIL
S�.OT 1 I 1 DE ROOF FRAMED VIA(H: M
SHEAR WALL DESIGNATIONLu
2X6 ROOF RAFTERS AT t6"OC. tSJ
,1 91 9 (2)2X51:1 1 11 `i JI 11 2X6 CEILING JOISTSAT io O.0 i! c PORCHIGLULAM BEAM
( 1 -.� 9201 2X6 COM MON R!DGE BEAMS. I `✓
I t"`�i, t 1 }I 2X6LEDGER$ 1 Ld W Lu
7s7oar THREADED Roo ED
SEE CONVBNTIONAL FRAM 1NG NOTES I
$ ! i) �f ...7_ 1 ^- _m _ I FOR FASTENING SPECIFICATIONS.
li 1 1! IZ / it S2.Of i - �' - 1I ��-— �� 2-STORY THREADED RCD
..��. -
JL
..__..........__.... INDICATES GLAZING CLASSIFIED AS END ZONE.
ALL O THER GLAZING LOCATED ON EXT€RIOR OP
�T STRUCTUREVOLL BE CLASSIFIED AS INTERIOR
I iTl� f i �' ZONE.
SEE
ESC'ONCOOVER AND CLADDING DESIGN
11� / ;I
SHE
1 5207 (21'rX81:7,/ k �1 it 52.61 1 I r I _
I -
t; f (2)2K61:1 ( GASLE BRACING LOCATION.
(2)2X7021 52.01 I I _ - � 52.97 (2}2X61:1
y) k 1 50.01I
VERIFY OR PLACE STUD GROUP UNDER BEA1,1BEARING.NUMBER OF
J _
f) El; I w 1 �/i p STUDS EQUALS THAT OF BEAM PLY,MIN 257UDS FASTEN BEAM TO
1 1 !! STUDSTUD GROUPWITH G
WITH USE 10d)NAILS IN AAL HOLES ETF THft DDROD IS O _
EA FO FOOTING
-
4
WITHIN 72”OF BEARING,NO LTT298 IS REQUNG. IRED.
PCE 6.6PO5T 1 ! FASTEN BEAJMTOPOST
1 I I WISH(2 F
MSTA24 P&TEN POST O
ST Fi00T{NG WITH H ABU66 U iOd
-._- C=- C. NAILS IN ALL HOLES
FREE 3�ORYSTAIR NO.2 SYP LEDGER
JV?LL US ARE f 1, FASTEN TO EACH 3TUD7TRU38(ERTiCALYUITH(3)114'X4!'WOOD
2X6 Ar�'I oC. \ @ 1 FASTENSCREWS
{ a FASTEN TO BAND BOARD WITH 3)RUNJ6 OF 9/4X4`WOOD
(1 SCREWSATI9 OC
s,
f i I ICA-
it
, FASTEN LAST STJD CF PROPOSF.b V:'A4.L TO EXISTING FRAMING
1 1 1 I 1 (� WITH 10d NAILS Ar 3"O.C.
It
(2)2)f61:1 r i 1 -71
1 1 I
t '
_� ;
li,
'(122
.x.3 2:3 __
7 _.�1 S 2.09 — 7{i 52.01 52.Oi .._..
5201
(2)2X9 7:1 (212XG 1:1 (2)2X91:1 '
(2)2X61:1 -
, '^--7l76"OSBROOPDECKFASTENEDTO
�. FRAMING WITH ed RING SHANKSAT6"0.C.
ON EDGE AND12"O.C.INFIELD.
SEE CONVENTIONAL FRAMING NOTES FOR
���'''_"" ®) ] y�//t,ry PLAN
('� g^� g/ y�]/�g I q^'�{ y� �`v RAFTER TO TOP PLATE FASTENING.
,,r/ IFIRSS� LEVEL=.I,7f/ALL. 5'"LA@51 � `b,✓'^ ?-J �'�+1 � P17Ib`8E,"L� 1'S„s'9� � j a��� ��/e� �_ 2)2X5 N0.2 SYP TOP PLATE FASTENED
�.R.d✓114-1-0" - - 11A"=9'-0" - \\�",a.+'f f9- WITH(2)ROWS 10d AT 79 O.C. ¢
STAGGERED.MININIUM 2A"LAP Vv9TH(12)
) te10d IN LAP. i
L `_W ALL THREAD CONNECTORS.SEE v G_
`12 ALL-THREAD NOTES ON THIS SHEET FOR
,ac R
? INSTALLATION SPECIFICATIONS SPACING
VAi l'- � AND EMBEDMENT �
VERIFY EXISTING 7119'OSB ROOF DECK A FASTEN 7116"OSS W1 BE Q O"O.C.ON ��2�� q V
- FASTENED TO FRAMING WITH 8d RING €� - EDGES 12"O.C.IN FIELD,
SHANKS AT 6"D.C.ON EDGE AND 12"OC.
IN
FIElO
2x6 SPF STUDS AT 12'O C.SEE STUD
n
- ��"�--- TRUSS TO TOP PLATE CONNECTION'H2GA TABLE ON FRAMING PLAY FOR STUD SIZE
WITH(10)Bd NAILS FOR UPLIFTS LESS r
THAN 200 IBS.(2)H25A WITH INS)Sd NAILS
2x6 NO 2 SYP PT 8077014 PIA.TE.APFL
EACH FOR UPLIFTS LESS THAN 7200 LBS. 12"ANCHOR BOLTS AT EACH SIDE OF
�•-. NEW 2X6 RAFTERS,ATTACHED I ///
SOT
PLATE SPLICES. "
TO EXISTING TRUSSES/ROOF `x.._- EXISTING(2)2<9 TOP PLP.7'c � *L'
FRAMING WkTH(2)PfoW-0-
10d NfiILS AT 3'O.C.FASTEN ` �`"-- VERIFY EXISTING SHEATHING IS 7/I9 OSB, GfN2RUJ p `� '
TO WALL WITH Hi J 7X6 PT SYP OR BETTER SHEATHING .� a
�i FASTENED N118d Q 6'00,ON EDGES,12 t�T31 J, SEE FOUNDATION PLAN FOR FOOTING 3 g�I�T'®
1� O.0'N FIELD.7X6 FASTENED VVI'H(2)10d
SPECIFICATIONS, ° -
N'v-W2X6 WALL.SEE
STAIR R.,�
SECTION,
NAILS PER INTERSECTION OF iX6AND �``��ee..
-�.•\. STUDS �a 6i 3 i°�)� ym -" �
EXISTING 2x45TUDS AT SG"O.C.
0 TYPICAL WALL SECTION
2 OF 3
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