Plans 350 1st St (vault) o O
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TRUSS TO TOP PLATE CONNEECTION:H2.5A
WITH (10)8d NAILS FOR UPLIFFTS LESS
THAN 600 LBS.(2)H2.5A WITIJ(10)8d NAILS
EACH FOR UPLIFTS LESS TH.%N 1200 LBS.
1/2'CDX ROOF DECK FASTENIED TO
FRAMING WITH 8d RING SHANIKS AT 4"O.C. g
ON EDGES AND 8"O.C.IN FIELD,
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SEE TYPICAL WALL SECTION FOR
TRUSS CONNECTION TO TOP PLATE 1z
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TOP AND BOTTOM BEAM a
7/16'OSB ROOF DECK FASTENED TO GAMING REINFORCEMENT TO DEVELOP INTO z p a
WITH 8d RING SHANKS AT 6"O.C.ON EDIGES AND a FILLED MASONRY COLUMNS ON EITHER $ 0
12'O.C. IN FIELD. SIDE OF OPENING.USE#5 SPLICE LL
BARS, LAPPED 30"MINIMUM. w w
(2)2x6 NO.2 SYP TOP PLATE[FASTENED
WITH(2)ROWS 10d AT 16'0.t, TRUSS TO TOP PLATE CONNECTION:
STAGGERED. MINIMUM 24"LAp WITH(12) UPLIFT LESS THAN 600 lbs:(1)H2.5A LINTEL OVER OPENING.
10d IN LAP. FASTEN TO STUD WITH SPH AT UPLIFT BETWEEN 601-1200 lbs:(2)112.5k SEE FRAMING PLAN.
32'O.C. FOR UPLIFTS OVER 1200 lbs,SEE PLAN FOR — 1/2"ANCHOR BOLTS FOR GARAGE
CONNECTION. DOOR BUCKS.SPACE AT 24"O.C.
FASTEN 1/2'CDX W/8d @ 4"Q.C.ON STARTING IN THE CORNERS.
EDGES, 8'O.C.IN FIELD. MASONRY WALL.SEE TYPICAL WALL z o
z
SECTION FOR DETAILS. 0
FASTEN 2X8 PT N0.2 SYP PLATE 2x6 SPF STUDS AT 16"O.C. FASTEN TO (2)2X8 PT SYP TOP PLATE. FASTEN TO LBOND w
TO CMU BOND BEAM WITH BLOCKING BELOW WITH MST)A24 AT 32" BEAM WITH 1!2'ANCHOR BOLTS AT 48'A•C• FILL FIRST TWO CELLS ON BOTH SIDES z
1/4"X3-1/2"TAPCONS AT 24'O.C. O.C.,ALL HOLES FILLED WITI°JI 10d NAILS.
ANCHOR BOLTS EMBEDDED 6'INTO BOIND BEAM. OF GARAGE HEADER WITH(1)#5 BAR
AND 3000 PSI CONCRETE.
3/80 STRUCTURAL EYE BOLTS TO
BE PLACED IN CONCRETE BLOCK Zx6 No.2 SYP BOTTOM PLATE;
CELLS TIED TO HORIZONTAL 1 COURSE CONTINUOUS BOND BEAM yy(ITH(1) GARAGE SLAB
REINFORCING 12'O.C.(EVERY #5'
CELL TO BE FILLED WITH CONC.) SYSTEM 42 FLOOR TRUSS SYSTEM BY 8'x8"x16'MASONRY BLOCK WALL. FILL(CELLS
MIN 6"FROM CRITICAL EDGE. OTHERS.
VERTICALLY AT 4'-0'O.C.WITH 3000 PSIS
CONCRETE AND(1)#5 BAR, LIND.
BLOCK TRUSSES UNDER BEARING WALL FINISH GRADE
WITH 20" FLOOR TRUSS BLOCKING.FASTEN Z
BLOCKING TO TRUSSES WITIH ITT16,ALL FIBER REINFORCED CONCRETE SLAB,4�THICK O
HOLES FILLED WITH 10d NAIL. UNLESS NOTED OTHERWISE ON PLAN. Lu
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(2)1.75"X16"2.0E G-P LAM LVL LEDGER 8'X16"CMU STEMWALL.CELLS FILLED WITHOC. \\//\��\/\\ \��\ \��\/��\ /%//%//%//%�%\�/%//%%%//%/\\//��\//
BOARD FASTENED TO BOND BEAM WITH(2) 3000psi CONCRETE AND(1)#5 BAR AT 4® \,\,\,\,\,\,�\,�\,\_. \.,\� m
ROW OF}"x8'THREADED RODS AT 12'O.C. �� W
coNnrsi ous oDTINGWITH(3)#SBARS' GARAGE DOOR" OPENING DETAIL - 16 COLUMN Z
2 COURSE CONTINUOUS BOND BEAM WITH co T 112"= 1'-0' rj tQ
(1)#5 PER COURSE. = U �!
11 �l 1=2G•=1 11 111 VERTICAL WALL REINFORCEMENT TO BLEND 9" O M
MINIMUM 30"LAP IN VERTICAL INTO FOOTING.
REINFORCEMENT 11 W
8'x8"x16"MASONRY BLOCK WALL.FILL FOOTING TO BEAR ON FIRM UNDISTURBIED SOIL. Y
CELLS VERTICALLY AT 32"O.C.WITH(1)#5
BAR AND 3000 PSI CONCRETE.
DTYPICAL ONE-STORY WALL SECTION
1/2•=T-0•
TRUSS TO BOND BEAM CONNECTION: }
UPLIFT LESS THAN 860 lbs:(1)MTSM16
UPLIFT BETWEEN 860-1720 lbs. (2)MTSM16
WATERPROOI°ING BY OTHERS � a c9 a c9 r,
� � mr, E0
LINTEL OWNER OPENING. J o U
SEE PLAN!- - PROPOSED MASONRY WALL
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(2) 1.75"X16"2.0E G-P LAM LVL LEDGER EXISTING MASONRY WALL
BOARD FASTENED TO BOND BEAM WITH(2)
ROW OF}"x8•THREADED RODS AT 12"O.C. 2x4 No.2 P'T SYP WINDOW BUCKS #5 REINFORCEMENT, DRILLED AND EpOwLED USING
FASTENEIP TO ALL SIDES OF SIMPSON SET ADHESIVE. PLACE ONE BAR,AT THE
2 COURSE CONTINUOUS BOND BEAM WITH OPENING-'WITH SIMPsoN 1!4'x3• I S S E D TIE DOWN REPAIR TOP COURSE, ONE AT MID HEIGHT AND ONIE AT
(1)#5 PER COURSE. TITEN SCIREWS AT 12'O.C. �
!! ti lr" THE BOTTOM COURSE. CELLS IN THE PROPOSED
���++++ ,n"_ ,,-0" AND EXISTING WALLS MUST BE FILLED. MIINIMUM H
MINIMUM 30"LAP IN VERTICAL EMBEDMENT INTO EXISTING WALL AND PRIOPOSED
REINFORCEMENT WALL IS 6'.MINIMUM EDGE DISTANCE OF
REINFORCEMENT IS 3'.MINIMUM HORIZOWTAL
8"x8"x16"MASONRY BLOCK WALL. FILL FILL ALL j§ELLS ADJACENT TO SEPARATION OF BARS IS 3".
CELLS VERTICALLY AT 32"O.C.WITH(1)#5 OPENINGLS WITH 3000 PSI
BAR.FILL CONCRETE.L CELLS WITH 3000 PSI CONCRE-TE M(1)B IB B BEND
"
INTO TOP'• z
PLACE#3 BARS BETWEEN EVERY OTHER
COURSE. MIN LAP IS 25'.
MINIMUM 30•LAP IN VERTICAL QQ
REINFORCEMENT nJ
1/2'x8'J•BOLT AT 24"O.C.WITHLL
LLLLLL
VERTICAL WALL REINFORCEMENT TO BEND 1-1/2'WASHER
9'INTO FOOTING. SEE FOUNDATION PLAN FOR FOOTING
SPECIFICATIONS.
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41.
II „III L-III 117 IIIII Ill l l li it l 11 lII II l l l-1 1 i= 1/4"OVERHANG
SEE FOUNIDATbN PLAN FOR
1 111 1111= I _ SEE FOUNDATION PLAN FOR FOOTING FOOTING§PECIFICATIONS.
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111 •
SPECIFICATIONS
II l 1= 3000 psi GROUT
-ill=Ili-1i1 IIl32
3 TYPICAL MASONRY OPENING MASONRY WALL CONNECTION
7 12”=V-0' v
"'- GARAGE DOOR BUCK DETAIL O
TYPICAL SECTION
1 1/2'= 1`0" m a
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Sheet No.
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6 OF
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