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SPLICE NEW ROOF JOIST 2x6 SYP#2
2'-0" MIN. FASTEN TO EXISTING
STRUCTURAL PLAN NOTES: ROOF TRUSS w/12d COMMON
1. PORCH BEAMS TO POST W/ (2) MSTA24 STRAPS. 2x6 SYP#2 ROOF WIRE NAILS 4" O.C. STAGGERED
JOIST ® 24" O.C.
2. ROOF SHEATHING SHALL BE APA RATED 'die" MIN ATTACH W/ 8d NEW 6x6 SYP2 PT i ' EXISTING ROOF
RINGSHANK NAILS SPACING ® POST W/ ABU SIMPSON -` IST OR TRUSS z
1. 12" o/c FIELD & 6" o/c EDGES INTERIOR ZONE ——I H2.5A UPLIFT40 REMAIN �
2. 6" o/c FIELD & 6" o/c EDGES PERIMETER ZONEa
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3. 4" o/c FIELD & 4 ofo c EDGES GABLE ENDS Flo I— —)
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FOUNDATION PLAN NOTES: p
1. REFER TO FLOOR PLAN FOR ANY ADDITIONAL WALL NEW 6x6 SYP2 PT NEW 6x6 SYP2 PT
LOCATIONS AND DIMENSIONS. POST W/ ABU POST W/ ABU
2. CONTRACTOR TO NOTIFY ENGINEER OF RECORD IMMEDIATELY INI _ I HEADER BEAM S
WRITING IF DISCREPANCIES FOUND BETWEEN FIELD CONDITIONS AND
ENGINEERING PLAN. F2.0 I_— J F2.0 (—— —I F2.0 I—— F2.0 I—— F2.0 L__ F2.0 L_— SEE PLAN
CONVENTIONAL FRAMING NOTES:
EW 6x6 SYP#2 NEW 6x6 SYP#2 NEW 6x6 SYP#2 NEW 6x6 SYP#2 Z �
1. ALL MATERIAL TO BE #2 SYP UNO. P.T. POST P.T. POST P.T. POST P.T. POST w o
/ ABU66 W/ ABU66 W/ ABU66 W/ ABU66 BEAM TO POST WOR A
2. ALL RAFTERS 2x6 #2 SYP ® 24" o.c., UNO. FASTEN w/H2.5A FOUNDATION PLAN FASTEN w/ ' g o
TO PLATE UNO. of , „ W w N H
X _� _D (2)MTSA24 " C
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3. (4) 0.131x3" TOENAILS RAFTER TO PLATE. p < 5
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POST PER J
LAN
ANCHOR EMBED/EPDXIED ;'� °
W/ SET-XP 7" MIN iz a� -
Existing (12) 16d COMMON ~
EXISTING
VERIFY BRG HIST TOEXTERIOPOST uQ�'
(2)2x12 SYP#2 cMu wARI •.
FOR CLARITY ONLY. VERIFY AL XISTING NEW SLAB EXISTING 4t P �0
EXISTING STRUCTURES ARE SHOWN ON DRAWINGS 0 CL 0 L L E
ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER ! ttil���t�°� LL-
IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES a .A F2.0 CONC. FOOTING
THAT MIGHT EXIST BETWEEN CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. ° ' ' 29x2'x1O" DEEP w/
THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND ° • °
OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY a� 3#-4 EA,WAY BOT
PERSONNEL DURING CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE New Porch 44
SOLE RESPONSIBILITY OF THE CONTRACTOR. VAULTED CEILING
SECTION
(2)2x12 SYP#2 (2)2x12 SYP#2 (2)2x12 SYP#2 (2)2x12 S (2)2x12 SYP#2 S2 SCALE: 3/4" = 1'-0"
NOTE: LVL 2.0E MIN UNO
(2) ROWS 16d 0 (3) ROWS 16d
12" o/c EA SIDE 12" o/c EA SIDE
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2-PLY BEAM "{3c-PLY BEAM STRUCTURAL PLAN U)
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(2) ROWS 1/4x3-1/2" N Z
SDS SREWS 12" o c O
EA SIDE _)
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4–PLY BEAM Z
BUILT—UP BEAM DETAIL
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1-1/2"
BUILT-UP COLUMN NOTES:
1. TYPICAL CONNECTION FOR o N
STUD COLUMNS, JACK TO EX STIN
KING STUD ASSEMBLIES, & :
CORNER POSTS. ° 2x ROW E 1: H USE
2?c4 MEMBERS
STING
NAILS ® 6" O.C. TERIOR
2. CONNECTION REQUIRED ° STAGGEREDMu WALL
FOR EVERY PLY IN ADDITION
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TO 2-PLYS. 2x6 MEMBERS: 11 11 IL III 111 11 1 1 1 1 1 1 1
(1) ROW OF 1 Odw
° NAILS ® 4" O.C.
STAGGEREDpo
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2x8 MEMBERS: X 0
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P= Q
(1) ROW OF 10d°
0
NAILS ® 3 O.C. > W
° STAGGERED
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20 SYP2 OR 2x6 SYP2
O W L�
W
EDGE OF APX.
BUILT—UP COLUMN DETAIL ROOF RAFTER FRAME ROOF
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FRAMF � Q
ADJJST OVERHANG AS Li
NECESSARY IN THE FIELD (TYP) Ld m
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F— 00:� F—
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Q O Q
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DRAWN BY
0 VEN TION AL ROOFPLAN AOB
y4„—i,—o» DATE
8 23 2016
SCALE
AS NOTED
DESIGNED BY
DVL
JOB No.
160504
SHEET No.
S20F 2