HomeMy WebLinkAboutS0-3A STANDARD WOOD FRAMING DETAILSALTERNATE PANEL JOINT SPACING
RE: PLAN@ FLOORSRE: PLAN@ ROOFRE: SHEARWALL SILL PLATE
ANCHORAGE SCHEDULE
RE: SILL PLATE
ANCHORAGE SCHEDULE
STUD PACK @ EA. END OF
SHEARWALL RE: HOLDOWN / STRAP
SCHED. FOR NUMBER OF PLYS.,
PROVIDE BOUNDARY NAILING
ALONG EACH INDIVIDUAL PLY
DOUBLE TOP PLATES
2X STUDS
RE: SILL & SOLE PLATE
ANCHORAGE SCHED.
SHEARWALL
RE: SILL PLATE
ANCHORAGE SCHEDULE
LOAD BEARING WALL
ROOF DECKING
RE: SPECS
NON-STRUCTURAL SHEATHING
RE: ARCH. (NOT SHOWN)
FLOOR DRAG TRUSS REQUIRED
ABOVE PARALLEL SHEARWALLS,
SEE NOTE 3 ON THE SHEAR
BLOCKING SCHEDULE ON
THE STANDARD SHEARWALL
NOTES AND SCHED. SHEET.
TRUSS BRACING REQUIRED
AT PERPENDICULAR SHEARWALLS,
SEE TYPICAL DETAILROOF DRAG TRUSS REQUIRED
AT PARALLEL SHEARWALLS, SEE ROOF
DRAG TRUSS CONNECTION DETAIL
(BLOCK PANEL JOINTS WHERE
REQUIRED BY SHEARWALL
SHEATHING SCHEDULE)
PLYWOOD FLOOR SHEATHING
INTERSTITIAL STUD PACK @ EA.
END OF SHEARWALL
STRUCTURAL SHEARWALL SHEATHING
RE: SHEARWALL LOCATION PLAN
& SHEARWALL SHEATHING SCHEDULE.
SHEATHING MUST BE INSTALLED
PRIOR TO FLOOR TOPPINGS THAT WOULD
PREVENT SHEATHING FROM BEING
LAPPED FULLY ONTO SILL/SOLE PLATE
BOUNDARY NAILING @ PANEL
EDGES, RE: SHEARWALL
SCHED. FOR FASTENER
TYPE AND SPACING
FIELD NAILING @ INTERMEDIATE
STUDS, RE SHEARWALL SCHED.
FOR FASTENER TYPE AND SPACING
TOP OF PLATETOP OF PLATECRIPLES REQUIRED AT WALL STUD PACKS
AND COLUMNS, SEE TYPICAL DETAIL FOR
INTERSTITIAL FLOOR FRAMING AT COLUMNS
ROOF TRUSS
FRAMING ANCHOR AT EACH TRUSS,
RE ROOF PLAN NOTES
FLOOR TRUSS SHEARBLOCKS
REQUIRED ABOVE PERPENDICULAR
SHEARWALLS, SEE SHEAR BLOCKING
SCHEDULE ON THE STANDARD
NOTES SCHED. SHEARWALL
SHEET.
RE: UPLIFT CONNECTIONS DETAILS
SHEARWALL STRAPPING WHERE
INDICATED ON SHEARWALL LOCATION
PLAN, ALIGN STRAPED STUD PACKS
FLOOR-TO-FLOOR AND WITH HOLDOWN
STUD PACKS AT LOWEST LEVEL
MAY BE REPLACED WITH ROD SYSTEM
IF APPROVED BY OWNER.
HOLDOWN WHERE INDICATED ON
SHEARWALL LOCATION PLAN
MAY BE REPLACED WITH ROD
SYSTEM IF APPROVED BY
OWNER.
RE: UPLIFT CONNECTIONS
DETAIL FOR TYPICAL FLOOR
CAVITY STRAPPING
REQUIREMENTS
RE: UPLIFT CONNECTIONS DETAILS
1 TYPICAL MULTIPLE LEVEL ELEVATION AT BEARING WALLS & SHEARWALLS
RE: PLANDOUBLE
TRIMMERS
DOUBLE KING STUD
(TRIPLE KING STUD
REQ'D IN WALLS
W/ 3 OR MORE
FLOORS ABOVE)BEAM / HEADER
RE: PLAN
OPENINGS
UNDER 7'-0" WIDE
SINGLE TRIMMER
NAIL
W/ 6~0.131"X3"
LONG NAILS
SINGLE KING STUD
(DOUBLE KING
STUD REQ'D
IN WALLS W/ 3
OR MORE
FLOORS ABOVE)
BEAM / HEADER
RE: PLAN
OPENINGS
UNDER 5'-0" WIDE
TRIPLE KING STUD
(QUADRUPLE
KING STUD
REQ'D IN WALLS
W/ 3 OR MORE
FLOORS ABOVE)BEAM / HEADER
RE: PLAN
OPENINGS
UNDER 10'-0" WIDE
NAIL
W/ 8~0.131"X3"
LONG NAILS
DOUBLE
TRIMMERS
NAIL
W/ 8~0.131"X3"
LONG NAILS
NOTES:
1. STUD PACKS SHOWN ARE THE MINIMUMS AND MAY BE LARGER PER PLAN.
2. AT FLUSH BEAMS ALL STUDS TO BE FULL HEIGHT UNDER BEAM FULLY.
3. SHEARWALLS ENDS MAY REQUIRE ADDITIONAL STUDS. RE: HOLDOWN SCHEDULE FOR MIN.
FOR EACH HOLDOWN MODEL.
4. RE: STANDARD NAILING SCHEDULE, FOR STUD PACK PLY NAILING.
5. CONTACT EOR FOR OPENINGS 10' OR GREATER.
2 TYP. 2X4 LOAD BEARING WALL HEADER SUPPORT DETAIL
TOP OF PLATEA 35 SINGLE
TRIMMERS
DOUBLE KING STUD
(TRIPLE KING STUD
REQ'D IN WALLS
W/ 3 OR MORE
FLOORS ABOVE)BEAM / HEADER
RE: PLAN
OPENINGS
UNDER 7'-0" WIDE
DOUBLE KING STUD
(TRIPLE KING STUD
REQ'D IN WALLS
W/ 3 OR MORE
FLOORS ABOVE)BEAM / HEADER
RE: PLAN
OPENINGS
UNDER 10'-0" WIDE
NAIL
W/ 8~0.131"X3"
LONG NAILS
SINGLE
TRIMMERS
NAIL
W/ 8~0.131"X3"
LONG NAILS
A35SINGLE TRIMMER
NAIL
W/ 6~0.131"X3"
LONG NAILS
SINGLE KING STUD
(DOUBLE KING
STUD REQ'D
IN WALLS W/ 3
OR MORE
FLOORS ABOVE)
BEAM / HEADER
RE: PLAN
OPENINGS
UNDER 5'-0" WIDE
NOTES:
1. STUD PACKS SHOWN ARE THE MINIMUMS AND MAY BE LARGER PER PLAN.
2. AT FLUSH BEAMS ALL STUDS TO BE FULL HEIGHT UNDER BEAM FULLY.
3. SHEARWALLS ENDS MAY REQUIRE ADDITIONAL STUDS. RE: HOLDOWN SCHEDULE FOR MIN.
FOR EACH HOLDOWN MODEL.
4.RE:STANDARD NAILING SCHEDULE, FOR STUD PACK PLY NAILING.
5.CONTACT EOR FOR OPENINGS 10' OR GREATER.
3 TYP. 2X6 LOAD BEARING WALL HEADER SUPPORT DETAIL
RE: PLANTOP OF PLATEBEARING PLATES
2X SUDS
SPLICE IN
BOTTOM PLYSPLICE
48" MIN. LAP W/
16~16D NAILS, STAGGERED OR
24~0.131"X3" NAILS, STAGGERED
NOTE:
- MINIMUM LAP SHALL BE 2'-0"
W/ 8~16D OR 12~0.131"X3" NAILS STAGGERED AT NON-BEARING WALLS
- SHORT SPLICES MAY BE REPAIRED W/ CS18X24" W/10~ 8D NAILS @ EA. SIDE
OR (2)CSHP18 X 22" W/(9)0.131"X2 1
2" EA. SIDE
4 TYPICAL TOP PLATE SPLICING DETAIL
RE: PLANTOP OF PLATE2-2X
IN TOP PLY
(2) SIMPSON CS 18 STRAPS X 24" WITH
10-8D NAILS @ EACH SIDE,
OR (2)CSHP18 X 22"
W/ (9)0.131"X2 1
2" EA. SIDE
TOP PLATE
TRIMMER POST OR STUD
PACK, RE: TYPICAL LOAD
BEARING WALL HEADER
SUPPORT DETAILS
NOTE: IF TOP PLATE IS CONT.
OVER TOP OF BEAM, STRAPPING
MAY BE OMITTED.
RE: TYPICAL LOAD BEARING
WALL HEADER SUPPORT DETAILS
5 TO TOP PLATE STRAPPING
RE: PLANTOP OF PLATETYPICAL DROP BEAM/HIGH HEADER
7 NOTCHES & BORED HOLES IN WALL STUDS DETAIL
5/8
"MIN.
5/8
"MIN.
"N"
PROVIDE GAP ABOVE THE
PIPE TO ACCOMMODATE
WOOD SHRINKAGE +
SETTLEMENT PER
STRUCTURAL SPECS.
(114" MIN.)
25% W40% W
40% W
"N" (MAX)
"D" (MAX)
Notes
1. BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF STUD AS A NOTCH.
2. PROVIDE ELONGATED HOLES SO AS TO ACCOMMODATE WOOD SHRINKAGE (RE: SPECS.). NOT
PROVIDING A GAP BETWEEN THE STUD AND THE PIPE MAY RESULT IN DAMAGE TO THE PIPE.
3. "D" MAY BE INCREASED TO 60% OF "W" FOR TWO CONSECTIVE NON LOAD BEARING STUDS
MAXIMUM, BUT STUDS MUST BE DOUBLED UP.
PROVIDE 16 GA. NAIL
STOP WHERE LINE OR
PIPE IS LESS THAN 112"
FROM STUD FACE. PROVIDE 16 GA.
NAIL STOP WHERE
LINE OR PIPE IS
LESS THAN 112" FROM
STUD FACE.
INTERIOR NON LOAD
BEARING WALL STUDS
EXTERIOR AND/OR LOAD
BEARING WALL STUDS
(SEE NOTE 3)40% W
"D"
"W
"
"W"
PROVIDE BOUNDARY NAILING ALONG
BOTH STUDS PLYS ADJACENT TO
INTERSECTING WALL (NOT SHOWN)
0.131"X3" NAILS @ 3" O.C. AT ALL
STUD TO STUD INTERFACES
(STAGGERED WHERE POSSIBLE)
SHEARWALL SHEATHING
(SIMILAR DETAIL FOR
SHEATHING ON INSIDE
OF CORNER, REF PLAN)CONTINUOUS SHEARWALLRE: PLANWIND POST @ EVERY END
OF SHEARWALL PER SCHED.
FLUSH HOLDOWN TO
INTERIOR FACE OF STUD
@ EXTERIOR WALLS.
2" @ 2X4 EXTERIOR WALLS
4" @ 2X6 EXTERIOR WALLS
6 TYPICAL SHEATHING AND HOLDOWN CONSTRUCTION AT SHEARWALL ENDS AND INTERSECTIONS (PLAN VIEW)
SHEARWALL SHEATHING PER PLAN
PROVIDE BOUNDARY NAILING
PER WALLSHEATHING SCHEDULE
12"10" OR 8"2X BLOCKING
CORRIDOR WALL
2X STUDS (MATCH WALL WIDTH)CONTINUOUS SHEARWALLRE: PLANCONTINUOUS SHEARWALL
RE: PLAN
0.131"X3" NAILS @ 3" O.C. AT ALL
STUD TO STUD INTERFACES
(STAGGERED WHERE POSSIBLE)
0.131"X3" NAILS @ 3" O.C. AT ALL
STUD TO STUD INTERFACES
(STAGGERED WHERE POSSIBLE)
SHEARWALL SHEATHING PER PLAN
SHEARWALL SHEATHING
PARTY WALL WITH
2x4 + 2x6 OR (2) 2x4 WALLS
2X BLOCKING
PROVIDE BOUNDARY NAILING
PER WALLSHEATHING SCHEDULE
PARTY WALL WITH
(2) 2x6 WALLS
2X STUDS (MATCH WALL WIDTH)
SHEARWALL SHEATHING PER PLAN
CORRIDOR WALL
2x6 STUDS SISTERED TO
2x4 STUD @ TRANSITION
0.131"X3" NAILS @ 3" O.C. AT ALL
STUD TO STUD INTERFACES
(STAGGERED WHERE POSSIBLE)CONTINUOUS SHEARWALLRE: PLAN0.131"X3" NAILS @ 3" O.C. AT ALL
STUD TO STUD INTERFACES
(STAGGERED WHERE POSSIBLE)
A. CONT. SHEARWALL WITH
SINGLE INTERSECTING WALL
B. CONT. SHEARWALL WITH
SINGLE INTERSECTING PARTY WALLS
C. CONT. SHEARWALL AT STUD SIZE CHANGE D. TYPICAL HOLDOWN
INSTALLATION REQUIREMENTS
HD ANCHOR LOCATION MAY VARY
UP TO 5% OF WALL LENGTH FROM
MIN REQUIRED TO FIT SCHEDULED
POST & HOLD DOWN AS SHOWN
13 TYP. BRICK RELIEF DETAILS
SCALE: 3/4" = 1'-0"
10 TYPICAL WOOD STAIR FRAMING DETAIL
STAIR MIDSPAN SUPPORT WALL (OR
BEAM, SIM.) WHERE REQ'D TO REDUCE
STRINGER SPAN TO SCHEUDLED MAX
RE: ARCHRE: ARCH
2x12 CUT STRINGERS @ 12" O.C.
FOR TREAD AND RISER SUPPORT512" MIN THROATON CUT STRINGERS2x SILL PLATE RIPPED TO SIZE
RE: SILL & SOLE PLATE
ANCHORAGE SCHEDULE
STAIR SUPPORT
BEAM, RE: PLAN
BLOCKING AS
REQ'D
STRINGER SPACING
RE: SCHEDULE STAIR TREAD, RE: ARCH
2x12 CUT STRINGER
CLIPPING, RE: SCHEDULE
STAIR SUPPORT
BEAM, RE: PLAN
SCAB MEMBERS
RE: SCHEDULE
RE: ARCHRE: ARCH
2x SOLE PLATE RIPPED TO
SIZE, RE: SILL & SOLE PLATE
ANCHORAGE SCHEDULE
RE: ARCHRE: ARCH
STAIR SUPPORT BEAM,
RE: PLAN
4x2 BLOCKING @ 12" O.C.
W/ (2) 0.131" x 3" TOENAILS
@ EACH END
RE: DETAILS FOR ALTERNATE
BEARING CONDITIONS
FLOOR FRAMING,
TYPE AND
ORIENTATION
MAY VARY,
RE: ARCH
CLOSED TOE BOARD PER ARCH
CLIPPING, RE: SCHEDULE
NOTES:
1. 10 PSF MAX DEAD LOAD ALLOWABLE (NO CONCRETE OR GYP TOPPING; 2 PSF MAX FLOORING).
CONTACT ISC FOR MAXIMUM SPANS FOR HIGHER DEAD LOADS.
2. A34 CLIPS SCHEDULED ABOVE ARE TO BE INSTALLED USING #9 x 1 3 4" SD SCREWS PER SIMPSON
REQUIREMENTS.
3. ALL SCABS SHOULD BE ATTACHED TO STRINGERS USING (2) ~ 0.131" x 3" NAILS @ 3" O.C.
4. ALL CONVENTIONAL LUMBER TO BE #2 SYP. LVL SCABS SHOULD BE 2.0E AND 2,600 Fb, MIN.
5. MULTIPLE MIDSPAN SUPPORT WALLS OR BEAMS MAY BE INSTALLED TO REDUCE THE EFFECTIVE
SPAN AS REQUIRED, HOWEVER NO SINGLE SPAN SHOULD EXCEED THE MAXIMUM SPAN LISTED
IN THIS SCHEDULE. SPANS ARE MEASURED HORIZONTALLY ONLY.
6. BOTTOM OF STRINGERS MUST BE SHEATHED WITH GYPSUM OR OSB OR BRACED WITH 2x4
SCABS @ 24" O.C.
SECTION C-C SECTION D-D
SCAB TYPE
CONVENTIONAL WOOD-FRAMED STAIR SCHEDULE
(2) 2x6 (1) EACH SIDE
REQUIRED CLIPPING AT EACH
STRINGER END CONNECTION
STRINGER SPAN
(MAX)
(2) 2x12 (1) EACH SIDE
STRINGER
SPACING
DESIGN LIVE
LOADING
10'-0"
15'-6"
19'-0"(2) 13 4" x 11 14" LVL
(1) EACH SIDE
12" O.C.
MAX
24" O.C.
MAX
7'-6" (2) 2x6 (1) EACH SIDE
(1) A34
(2) A34
(2) A34
(2) A34
11'-0" (2) 2x12 (1) EACH SIDE (3) A34
16'-6" (2) 13 4" x 1114" LVL
(1) EACH SIDE (4) A34
PUBLIC
(100 PSF)
STRINGER SPACING
RE: SCHEDULE
STAIR SUPPORT BEAM, RE: PLAN
WOOD STAIR CONCRETE BEARING CONDITION
WOOD STAIR FLOOR BEARING CONDITION
D
C
C
SCAB MEMBERS, RE: SCHEDULE
CLIPPING, RE: SCHEDULE
D
STRAP FULL LENGTH OF SHEAR WALL
MIN FASTENING TO PREVENT BUCKLING
RE: SIMPSON STRONG-TIE COMPANY INC.
MIN FASTENERS
AND END LENGTH
RE: SIMPSON STRONG TIE
COMPANY INC.
1. VERTICAL STRAPS AND HOLDDOWNS
NOT SHOWN FOR CLARITY, RE: SCHEDULE.
2. INSTALL WOOD STRUCTURAL PANEL
SHEATHING CONTINUOUS FULL WALL
LENGTH INCLUDING AREAS ABOVE &
BELOW OPENING PER SHEARWALL
SCHEDULE (NOT SHOWN).
3. STRAPS SHALL BE ATTACHED ON
EXTERIOR OF BUILDING, PLACED OVER
STRUCTURAL PANEL SHEATHING. FOR
DEFLECTION SENSITIVE CLADDING, IT
SHALL BE PERMITTED TO ATTACH STRAPS
DIRECTLY TO WALL FRAMING AND
BLOCKING IF SHEATHING HAS BOUNDARY
NAILING FULL LENGTH OF STRAP BLOCKING.
4.STRAPS CAN BE MINIMALLY OFFSET FROM
WINDOW OPENING TO ALLOW FOR
ATTACHMENT OF WINDOW/TRIM/WALL
SHEATHING (MAX.2").
PROVIDE ADD. BLOCKING AS REQUIRED.
9 TYPICAL FORCE TRANSFER AROUND OPENINGS (FTAO) STRAPPING DETAIL
ELEVATION VIEW
DOUBLE STRAP BLOCKING
SECTION A-A
MIN FASTENERS
AND END LENGTH
RE: SIMPSON STRONG TIE
COMPANY INC.
WALL OPENING
HEADER - RE: PLAN
FTAO HORIZONTAL STRAPS,
RE: SHEARWALL SCHEDULE,
INSTALL AS CLOSE AS
POSSIBLE TO OPENING
ADD ADDITIONAL WINDOW SILL
FRAMING AS REQUIRED
A
A
ADD BLOCKING AT STRAP LOCATION
AS REQUIRED, (TYP)
SINGLE STRAP BLOCKING
STRAPS
EXT. WSP
SHEATHING
2x8
BLOCKING
STUD
BEYOND
EXT. WSP
SHEATHING
2x8
BLOCKING
STUD
BEYOND
STRAP
TOP OF PLATETOP OF PLATETOP OF PLATE2X4 BOTTOM PLY
VERIFY W/ ARCH
RIP TO FULL PW WIDTH
2X JUMPER PLATE, WIDTH UP TO 1114"
VERIFY W/ ARCH
WIDTHS GREATER THAN 111
4"
2X4 TOP PLY
2X6 BOTTOM PLY2X6 BOTTOM PLY
2X4 BOTTOM PLY
2X4 PARTY WALL (PW)
2X6 BOTTOM PLY
VERIFY W/ ARCH
RIP TO FULL PW WIDTH
2X JUMPER PLATE, WIDTH UP TO 1114"
2X4 BOTTOM PLY
2X4 PARTY WALL (PW)
2X4 PARTY WALL (PW) 2X6 PARTY WALL (PW)
2X6 PARTY WALL (PW)2X6 PARTY WALL (PW)
12 TYPICAL JUMPER PLATE DETAILS
2X JUMPER PLATE,
RIP TO REMAINDER OF PW WIDTH
Re: PlanTop of Plate11 MAXIMUM CONSTRUCTION MATERIAL STACKING HEIGHT
SCALE: 3/4" = 1'-0"
STACKED MATERIAL
RE: SCHEDHEIGHT VARIESCONSTRUCTION
MATERIAL ON FLOORS
GYPSUM BOARD 11"
PLYWOOD OF OSB
ASPHALT SHINGLES
CONCRETE BLOCK
15"
8"
BRACED ROOF OR
FLOOR TRUSSES
ROOF OR
FLOOR
DECKING
NOTES:
1.DO NOT EXCEED STACK DEPTH SHOWN IN TABLE UNLESS
ALTERNATIVE INFORMATION IS PROVIDED BY THE EOR.
LIMITS ARE ONLY APPLICABLE ON FLOOR FRAMING WHERE
SELF-LEVELING OR CONCRETE TOPPING IS SCHEDULED TO
BE INSTALLED, BUT HAS NOT YET BEEN PLACED. LIMITS
ARE ONLY APPLICABLE ON ROOF FRAMING WHERE
ROOFING MATERIALS HAS YET TO BE INSTALLED.
2.STACKED MATERIAL STORAGE SHALL NOT EXCEED 7 DAYS
IN DURATION.
3.CONSTRUCTION MATERIALS SHALL BE DISTRIBUTED
PROPERLY PER BCSI-B4.
4.DO NOT STACK IN AREAS WITHOUT ALL LATERAL
RESTRAINT AND CONSTRUCTION PHASE BRACING
SECURELY AND PROPERLY IN PLACE AT ALL FRAMING
BELOW.
5.NEVER STACK MATERIALS ON UNBRACED TRUSSES.
6.NEVER DROP MATERIAL LOADS FROM ANY HEIGHT.
DAMAGE AND FAILURE FROM THE IMPACT IS POSSIBLE
EVEN IF THE WEIGHT OF THE MATERIAL IS SMALLER THAN
THE SCHEDULED LIMITS.
7.DO NOT ALLOW PERSONNEL IN AREAS UNDER MATERIAL
BEING ACTIVELY PLACED.
8.DO NOT ALLOW PERSONNEL ON TOP OF MATERIAL
STACKS.
9.STACK MATERIALS FLATWISE, PERPENDICULAR TO AS
MANY TRUSSES AS POSSIBLE WITH MIN CLEARANCE
AROUND EACH STACK EQUAL TO THE STACK'S FOOTPRINT.
10. NEVER STACK MATERIALS AT THE CENTER OF A SPAN OR
ON CANTILEVERED ENDS OF TRUSSES.
ON ROOFS
5"
7"
1 BUNDLE
N/A
MAX MATERIAL STACK HEIGHT
2 BUNDLES
FLOOR TRUSS W/ MIN.
DOUBLE END VERTICAL
RE: PLAN
34" SIMPSON A34 @ EA. END
12' MAX. BRICK HEIGHT
4X12 MIN. BLOCKING,
REST FULLY ON 2X TOP PLATE
L 5 x 5 x 516" CONTINUOUS, HOLD
TIGHT TO SHEATHING
PROVIDE GAP FOR WOOD
SHRINKAGE & FRAMING GAP TAKE-UP 0.131" X 3" TOE-NAILS @ 4"O.C.1"MIN.TOENAIL ENDS W/ (3) 0.131" X 3"
A34 W/ SD
2X4 BLOCKING @ 48" O.C.TOP OF PLATEPERPENDICULAR TRUSS CONDITION PARALLEL TRUSS CONDITION
(3) 0.131" X 3" @ LAPPED JOINT
2"MIN1"34" 12' MAX. BRICK HEIGHT
4X12 MIN. BLOCKING,
REST FULLY ON BOTTOM CHORD OF
CONTINUOUS BEARING TRUSS
L 5 x 5 x 516" CONTINUOUS, HOLD
TIGHT TO SHEATHING
PROVIDE GAP FOR WOOD
SHRINKAGE & FRAMING GAP TAKE-UP
1"MIN.2"MIN1"SIMPSON A34 @ EA. END
0.131" X 3" TOENAILS @ 4" O.C.
THIS DETAIL IS FOR REFERENCE PURPOSES IF BRICK IS TO BE
RELIEVED IN AREAS WHERE IT STACKS TALLER THAN 30'; CONTACT OR
BEFORE IMPLEMENTATION OR CONSTRUCTION USING THIS DETIAL
(2) ROWS OF 14" Ø X 3 12" SIMPSON SDS
SCREWS @ 3" O.C. HOLES ARE TO BE
PRE-DRILLED OR PRE-PUNCHED 0.305"ØMAX.
(2) ROWS OF 14" Ø X 3 12" SIMPSON SDS
SCREWS @ 3" O.C. HOLES ARE TO BE
PRE-DRILLED OR PRE-PUNCHED 0.305"ØMAX.
THIS DETAIL IS FOR REFERENCE PURPOSES IF BRICK IS TO BE
RELIEVED IN AREAS WHERE IT STACKS TALLER THAN 30'; CONTACT OR
BEFORE IMPLEMENTATION OR CONSTRUCTION USING THIS DETIAL
1
SHEET NUMBER
MAGNOLIA CONDOS
126 TH AND
RANGELINE ROAD
ISSUE DATE
ISSUE TITLE
SHEET TITLE
DRAWING SCALE
PROJECT NUMBER
PROJECT NAME & LOCATION
609.004.20H
CAD / ENG
The words around this title block reflect the values and definition of Integrity Structural Corp. and do not include any notes pertaining to the drawings for this project. For God so loved the world that he gave his one and only Son, that whoever believes in him shall not perish but have eternal life. For God did not send his Son into the world to condemn the world, but to save the world through him. Whoever believes in him is not condemned, but whoever does not believe stands condemned already becauscree en él no es condenado, pero el que no cree ya está condenado por no haber creído en el nombre del Hijo unigénito de Dios. Ésta es la causa de la condenación: que la luz vino al mundo, pero la humanidad prefirió las tinieblas a la luz, porque sus hechos eran perversos. Pues todo el que hace lo malo aborrece la luz, y no se acerca a ella por temor a que sus obras queden al descubierto. En cambio, el que practica la verdad se acerca a la luz, para que se vea claramente que ha hecho sus obras en obedienin the name of God's one and only Son. This is the verdict: Light has come into the world, but men loved darkness instead of light because their deeds were evil. Everyone who does evil hates the light, and will not come into the light for fear that his deeds will be exposed. But whoever lives by the truth comes into the light, so that it may be seen plainly that what he has done has been done through God. (John 3:16-21, NIV). Therefore Jesus said again, "I tell you the truth, I am the gate for the shee
CONSTRUCTION@
INTEGRITYSTRUCTURAL.COM
12777 JONES RD., STE 388
HOUSTON, TX 77070
281 894 7099
2020.09.09
PROGRESS SET
JT / GD
2020.10.07
BID DOCUMENTS
JT / GD
2020.11.11
CONTRACT SET
JT / GD
2021.01.06
REVISION #1
JT / GD
STANDARD
WOOD FRAMING
DETAILS
3/4" = 1'-0"
S0-3A
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10/25/21