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FRAMING CONNECTION SCHEDULE o
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MARK SUPPORT TYPE SIMPSON MODEL SLOPE/SKEW** ACCESSORIES NOTES FLOOR OR ROOF FRAMING N Q
(OR APPROVED EQUAL) PER PLAN0 N U 3
01 HURRICANE TIE H2.5A --/-- WEB STIFFINERS HEADER PER PLAN a)
C.7) CD
02 LVL BM FACE MOUNT HANGER U3510/14 U6/-- WEB STIFFINERS , i uuiuir PLYWOOD OR OSB FLAT 2x BLOCKING �7ll
® � I SHEATHING PER SHEAR OR LSL RIM BOARD AVL x LO
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03 LVL BM FACE MOUNT HANGER U3510/14 D6/-- WEB STIFFINERS I1iu11,,,TrWALL SCHEDULE HORIZONTAL (J) N O
04 LVL BM/LEDGER FACE MOUNT HANGER IUS2.37/16 --/-- EDGE NAILING PER SHEATHINGO__ I�, rel /�/ EDGE NAILING (1 N
05 LVL BM FACE MOUNT HANGER MGU3.63 (H1=13) --/ SOLID BLOCKING �•�1r 1j/ / /� SHEAR WALL SCHEDULE
AND NAILING AT 10'r Ijl
__ �Ai. III - • /, / AT ALL PANEL EDGES
06 2x h' TOP MOUNT HANGER ITS2.37/14 -/ ���w- I fir//. ,-/ BLOCKING OR RIM CROSS oo O
07 2x R TOP MOUNT HANGER ITS1.81/14 --/-- ALL HORIZONTAL 1 i �II1
. IpER �,� �___/ 2A
PANEL JOINTS Ir lI. Iii08 2x I TOP MOUNT HANGER WP14 --/-- I1P7A 4 09 2x h' TOP MOUNT HANGER ITS3.56/14 IjIFLOOR
10 LVL BM FACE MOUNT HANGER IUS2.37/14 --/-- END STUD PER HOLD k ��II I 1 A, FRAMING PER 5 w C.7 ,�\�`\�
DOWN SCHEDULE N z -~D, Lit ‘ S
11 4x LEDGER FACE MOUNT HANGER LUS28 --/-- MEDIUM CORROSION RESISTANCE FOR CONNECTOR/FASTENERS PLAN Q�rr Cl) Q FpQ` .. •*• . S. ill,
HOLD DOWNS AT ENDSv
12 LVL BM FACE MOUNT HANGER MGU5.50 (H1=13) --/-- OF WALL PER PLAN %i ��^Ii 16d NAILING 1�� /i N : O.`..; �' {;�I 'irpr-oreF. PER SCHEDULE ll►k -�� 1 i : I
13 2x FI TOP MOUNT HANGER ITS2.37/16 --/-- / // rA ill ���, snfD EACH .,. y:• ,,/ 'fr'PV- 1
DOUBLE STUD 1ip'� •SIDE OF 11 f 42204 �•14 2x h' TOP MOUNT HANGER LBV2.37/14 D6/- WEB STIFFINERS / / // AT JOINT ���� OINT 1 NAILING EACH SIDE OF / S2 -2x OR 3x FRAMING // / / H Rl NTA lNT `Q t S '
__ ( ) // I j/ / O ZO L JO S •`11VERTICAL JOINT PERt .•7/17/2017 ��15 2x It TOP MOUNT HANGER LBV2.37/14 U6/ WEB STIFFINERS REQUIRED AT ALL PANEL // / / / / IN SHEATHING OVER NAILING EACH SIDE OF �� t ., •. � -
/G / 4 / �� = 1� II air •p•••••• V
JOINTS FOR TYPE ___ & /. . j. , / BLOCKING OR RIM VERTICAL JOINT PER I`. 6 SCHEDULE t� FS ,��
___ SHEAR WALLS // / I / / JOIST SCHEDULE ��,������
// / / /// I� SINGLE STUD AT JOINT
// / / .%%/
// / ( ,,___ ____,� BASE PLATE NAILING OR ,i f
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FLOOR FRAMING OR FOUNDATION 1P.1 / I I/ 1/ ANCHOR BOLTS PER SHEAR `1 /e
BELOW, SEE PLAN / WALL SCHEDULE
1 t I N DOUBLE STUD SINGLE STUD
2C VERTICAL JOINT DETAIL
WOOD STRUCTURAL PANEL SHEAR WALL SCHEDULE
SHEAR SHEAR SheetingFastener spacing Intermediate
Bottom plate Anchor Maxiumum
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WALL WALL 0 Panel Ed esg framingnail Framing doe c� Bolts shear
Edges backing size doubled stud shear
LABEL TYPE spacing at panel joints splicing
SW-2 CS-WSP 7/16" 8d 0 6"OC 8d 0 12" OC 2x 2-16d 5/8" 240 PLF
8d06 OSB 0 14"0C X10"O
48"O.C.
SW-3 CS-WSP 7/15" Bd 0 4"00 8d 0 12" OC 2x 2-16d 5/8" 350 PLF
8d04 OSB 0 14OC X10"0
42"0.C.
**CONTRACTOR VERIFY ALL SLOPE AND SKEW ANGLES WITH ROOF SLOPES PRIOR TO ORDERING OR INSTALLATION
Notes:
1. ALL NAILS SHALL BE GALVANIZED BOX NAILS OR COMMON NAILS, FASTENERS SHALL MEET THE FOLLOWING CRITERIA:
8d common =0.131 dia X 2-1/2-min. 10d common =0.148 dio X 3-min. 8d box =0.113 dio X 2-1/2 min.
10d box =0.128 dio X 3 min. 16d common =0.162 dio X 3-1/2"min.
2. SPECIFIED SHEATHING PANEL EDGES SHALL BE BACKED WITH 2"OR 3"FRAMING (PER THE TABLE) INCLUDING SILL PLATES AND
BASE PLATE SCHEDULE VERTICAL FRAMING. PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY
3. NAILS TO BE DRIVEN FLUSH WITH SHEATHING. DO NOT OVER DRIVE NAILS.
BASEPLATE THICKNESS # OF ANCHOR ANCHOR BOLT ANCHOR BOLT EMBEDMENT
LABEL (IN.) BOLTS DIAMETER (IN.) TYPE LENGTH (IN.) 6
BP5x14 3/4" 4 5/8" HEX, HOOK, 7" TYPICAL EXTERIOR PERFORATED SHEAR WALL - SCHEDULE AND DETAILS
NON-SHRINK OR ADHESIVE •— c)
GROUT ANCHOR BOLTS PER BASE
TOP OF - PLATE SCHEDULE BP5x 16 3/4" 4 5/8" HEX, HOOK, 7" Q
CONCRETE HEAVY HEX NUTS & OR ADHESIVE
AIIMIllikWASHERS BP6x20 1" 4 5/8" HEX, HOOK, 7" _
1-rz w OR ADHESIVE 2 BASEPLATE SCHEDULE C
w 0 g 5' BP5.75x11 3/4" 4 5/8" HEX, HOOK, 7" & DETAILS ADDED —0 Ce
=0 a OR ADHESIVE
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o z Q HEX BOLT HEAD OR DOUBLE BP 12x 12 3/4" 4 5/8" HEX, HOOK, 7"
w J m N HEAVY HEX NUTS ON OR ADHESIVE D 0
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PER SCHEDULE 0 • in El PER SCHEDULE
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N . ANCHOR BOLTS L 9 , ANCHOR BOLTS
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CONCRETE �n HEAVY HEX NUTS &
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o mI-w‘-• JOB No: 2016-444
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ANCHORING SYSTEM INSTALLED PE: MAN
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0 SPECIFICATIONS. CHECKED BY: JEP
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