1415 Ocean Blvd 2013 plans a 3
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FRAMING
FRAMING NOTES AND LEGEND m
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TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP UNO. L
- STUD MATERIAL: 2x No.2 SPF, UNO. o Uj
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HEADERS: a
ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, z
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�I CI UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X
3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO E O
0 O MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE z p v
THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. o a_ O
HEADER NOTATION IS: w j
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NUMBER OF PLIES IN HEADER
NUMBER OF KING STUDS
(2) 2� x6,2:1
NUMBER OF CRIPPLE STUDS w o i
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SIZE OF DIMENSIONAL LUMBER z o
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" SHEAR WALLS: D o
(2) 1.75 X16 OR A ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE Z
(3)1.75"X14"2.0E G-P LAM LVL — TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC
THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED
BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY,
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ARE NOTED ON THE PLAN.
' NEW BEAM IS RAISED.FASTEN
EXISTING CEILING JOISTS TO NEW
RAISED BEAM WITH LUS26,ALL SW SHEARWALL LOCATION
HOLES FILLED WITH 10d NAILS. SEE DETAILS FOR FASTENERS
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PORCH/GLULAM BEAM W M
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NEW BEAM IS RAISED.FASTEN
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EXISTING CEILING JOISTS TO NEW 3 1-STORY THREADED ROD �/ W m U
RAISED BEAM WITH LUS26 ALL S2
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H S FILLED WITH 10d I ILS. INDICATES GLAZING CLASSIFIED AS END ZONE. (n (n Q
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EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF Z L jJ LU W
(2) 1.75"x 4" R A __ _ __ U
(3) 1.75" 11.2 "2.0E G-P LAM VL STRUCTURE WILL BE CLASSIFIED AS INTERIOR O �/ � m
(2)2x61;1 ZONE.SEE"COMPONENT AND CLADDING DESIGN V (�
PRESSURES,"ON COVER SHEET. �:.
CC (2)2x10
I I I I I I -I I I it ——— ——— ROOF FRAMED WITH: GABLE BRACING LOCATION. (n Q Q
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O O ——— II I I 1 --i _ I I---I ( I II Q ——— ——— • 2X6 ROOF RAFTERS AT 16"O.C. m
D • 2X6 CEILING JOISTS AT 16"O.C.
II I I I I I I I 1 I II + 2X8 HIP RIDGE BEAMS
i, (2)2x10 =— _--
(2)2x10 _ _ — • 2X8 COMMON RIDGE BEAMS.
=_—
• 2X8 SLEEPERS
S2 0 0 ——JI I L_ _ _..-L44 J
—
° (2)2x10 —(B I I t ° ° I I I (I = "— SEE CONVENTIONAL FRAMING NOTES VERIFY OR PLACE DOUBLE STUD GROUP UNDER
TYP FOR FASTENING SPECIFICATIONS. t► ) BEAM BEARING.FASTEN BEAM TO STUD GROUP
(2)2x6 1:1 (2)2x8 2:1 (2)2x6 1:1 �—� WITH(2)MSTA24. FASTEN STUD GROUP TO FOOTING
WITH LTT20B. USE 10d NAILS IN ALL HOLES.
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2 4 PLACE 6x6 POST UNDER BEAM BEARING.FASTEN 1 N
S2 S2 O BEAM TO POST WITH LCE4.FASTEN POST TO �' $ c 0 N
FOOTING WITH ABU66. USE 10d NAILS IN ALL HOLES. m a o
f:::`%FRAM1NG PLAN OOF PLAN a
FASTEN LAST STUD OF PROPOSED WALL TO
L ) EXISTING FRAMING WITH 10d NAILS AT 3 O.C.
SHEATH PORCH BOTTOM CHORDS/CEILING JOISTS
( D ) WITH 7/16"OSB FASTENED WITH 8d COMMON NAILS
�—� AT 6"O.C. ON EDGE, 12"O.C. IN FIELD. ♦^
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TOP PLATE TO HEADER:
SSP AT 16"O.C.
EXISTING TOP PLATE TO REMAIN.
7/16"OSB ROOF DECK FASTENED TOLL
_
FRAMING WITH 8d RING SHANKS AT 6"O.C. __ EDGE OF ALL THREAD WASHER
ON EDGE AND 12"O.C. IN FIELD. MUST BE WITHIN 3"OF THE HEADER 7/16"OSB FASTENED TO FRAMING W/8d AT 3"
SEE CONVENTIONAL FRAMING NOTES FOR KING STUD, TYP BOTH SIDES OF KING STUDS TO TOP AND BOTTOM O.C.ON EDGE,6"O.C. IN FIELD.
RAFTER TO TOP PLATE FASTENING. OPENING. PLATE WITH SSP. BEAM/LVL.SEE PLAN FOR SIZE AND
(2)2x4 NO.2 SYP TOP PLATE FASTENED
NEW HEADER.SEE PLAN FOR SIZE, PLIES. BLOCK SHEETING EDGES
WITH (2)ROWS 10d AT 16"O.C. KINGS AND CRIPPLES. 6X6 PT NO.2 SYP POST BELOW BEAMS. WITHIN 4"OF GABLE END. co N
STAGGERED. MINIMUM 24"LAP WITH (12) ci C-4u,
FASTEN BEAMS TO POST WITH LCE4,ALL
10d IN LAP. NO.2 SYP HEADER.,TYP. SEE HOLES FILLED WITH 16d NAILS. 2x4 SYP OUTRIGGER AT 24"O.C.CLIP TO �;N
1/2"ALL THREAD CONNECTORS.SEE PLANS FOR SIZE, PLIES,AND BALLOON FRAMED TOP PALTE W/SIMPSON a w Q
ALL-THREAD NOTES ON THIS SHEET FOR NUMBER OF KINGS AND CRIPPLES. H2.5 WI(8)8d COMMONS. = a v
INSTALLATION SPECIFICATIONS, SPACING CRIPPLES TO HEADER:
MSTA18 WITH(6) 10d IN HEADER, (8) BEAM/LVL.SEE PLAN FOR SIZE AND 0
AND EMBEDMENT 10d IN CRIPPLE TOP VIEW PLIES• BLOCK BETWEEN OUTRIGGERS. U tL
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FASTEN 7/16"OSB W/8d @ 6"O.C.ON 2x4 No.2 SYP X-BRACE AT MID SPAN OF GABLE r o
KING STUDS&CRIPPLES: (6) 16d END BALLOON FRAMING AND AT 48"O.C.,
EDGES, 12"O.C. IN FIELD. U N
BETWEEN ADJACENT KING STUDS EXTENDING BACK 8'FROM BALLOON END. �_
AND CRIPPLES. ATTACH TO END AND VERTICAL KICKER0 C
2x4 SPF STUDS AT 16 O.C.SEE STUD BEAM/LVL.SEE PLAN FOR SIZE AND BRACES W/(3) 16d. WHERE VERTICAL KICKERS x
PLIES. DON'T EXIST,APPLY 2X4 No.2 SYP VERTICALS _o
1/2"X6"TITEN HD SCREWS NO ;t WITH(3)16d COMMONS AT EACH M E ^ S
TABLE ON FRAMING PLAN FOR STUD SIZES. PLACE 1/2"ANCHOR BOLTS PER r INTERSECTION OF PROPOSED VERTICAL AND o " o
FURTHER THAN 3"AWAY FROM f l
THE TYPICAL WALL SECTION. �_
2x4 NO.2 SYP PT BOTTOM PLATE.APPLY CRIPPLE STUDS. BEAM/LVL.SEE PLAN FOR SIZE AND EXISTING RAFTERSMOISTS. N Co . w
112"ANCHOR BOLTS AT EACH SIDE OF PLIES. M0 cc
BOTTOM PLATE SPLICES.
FINISH _ °° o > ► EXISTING FOOTING TO REMAIN 6X6 PT N0.2 SYP POST BELOW BEAM. N��, ��O y
o FASTEN LATERAL BRACE TO GABLE BALLOON `.�WAYN� yy
° ° o • u s ° g FASTEN BEAMS TO POST WITH LCE4,ALL FRAMING WITH 2 SIMPSON H2.5 WITH 8 8d.
GRADE oro a °F��
° HOLES FILLED WITH 10d NAILS. OO°I i=I I SEE FOUNDATION PLAN FOR FOOTING D°SPECIFICATIONS. o ° _— 2x4x8'SYP LATERAL BRACE AT 48".APPLY(2) Q 9D _ ELEVATION VIEW° I (_)I I III=III III=III=III 16d THROUGH DIAGONAL BRACE INTO EACH
III=11 =_= III