HomeMy WebLinkAbout2605-10NOTE: REFER TO ARCH.
FOR ALL DIMENSIONS
6XE
TYP
I ❑ I I ❑ I
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L-----L------�
TYP.
6X12 5
❑ i I ❑ I r r • O
L-1 H_ __j -� 2. TYP.
.AN
MIN. 30" MIN. 30"
SYMBOLS
STEEL CONNECTORS
STRUCTURAL STEEL
1.
rl 4
1.
ALL STEEL CONNECTORS SPECIFIED ON THE PLANS SHALL BE FROM THE SIMPSON
8.
N/A
1.
STRUCTURAL STEEL SHALL CONFORM TO A.S.T.M. A-36, U.N.O.
SD 1
STRONG -TIE COMPANY OR AN I.C.B.O. APPROVED EQUAL IN STRUCTURAL DESIGN AND
1 - 5 VERTICAL
(1 - 5 VERTICAL
2.
STEEL PIPE SHALL CONFORM TO AS.T.M. A-53, GRADE B.
2.
N/A
EA CORNER
BAR EA. CORNER
---------------
- ------------------------------------
r r r
2.
STEEL CONNECTORS MUST BE INSTALLED USING ALL FASTENERS AS SPECIFIED BY THE
10.
N/A
3.
STEEL TUBING SHALL CONFORM TO A.S.T.M. A-501 OR A-500, GE B.
RAD
r r r r
3.
INDICATES STRUCTURAL BEAMS AND HEADERS.
I I
1
PROVIDE #3 x 24" LONG DOWELS AT 24" O.C. AND 12" FROM CORNERS AT ALL
4.
_1__ - I'
�11111��
3.
REFER TO "FASTENER SCHEDULE" ON THIS SHEET FOR DESIGNED HARDWARE NAIL TYPES.
CONCRETE STOOPS AND PORCHES, U.N.O. ON PLANS.
5.
MACHINE BOLTS AND ANCHOR BOLTS FOR STEEL MEMBERS SHALL CONFORM TO A.S.T.M.
r r r r
4.
N/A
ALL ITEMS NOT SHOWN TO BE PER MANUFACTURER'S REQUIREMENTS.
12.
ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND OTHER INSERTS SHALL BE
A-307, U.N.O. ON PLANS,
i r i r r r
*INDICATES PORTIONS OF DETAIL
4.
INSTALL ALL SPECIFIED FASTENERS BEFORE LOADING THE CONNECTION.
SECURED INTO POSITION AND INSPECTED BY THE LOCAL BUILDING OFFICIAL PRIOR TO
THE PLACING OF ANY CONCRETE. (1/2" DIA X 14" ANCHOR BOLTS MAY BE "STABBED"
6.
LIGHT GA. COLD FORMED STEEL MEMBERS SHALL CONFORM TO AS.T.M. A-441.
5.
DENOTES DETAIL LETTER
X- WHICH MAY VARY PER TABLE.
5,
ALL STEEL CONNECTORS SHALL BE TIED IN PLACE FOR INSPECTION PRIOR TO THE PLACE-
IF ALLOWED BY THE LOCAL BUILDING OFFICIAL).
7,
HI -TENSILE BOLTS, WHERE INDICATED ON PLANS OR DETAILS, SHALL BE OF THE FRICTION
DENOTES TABLE NUMBER
MENT OF CONCRETE.
TYPE AND THERE SHALL BE NO PAINT, OIL, LACQUER OR GALVANIZING BETWEEN THE
r MIN. 2 r r
X DENOTES SHEET NUMBER DETAILS SHALL BE APPLIED
ALONG ENTIRE LENGTH OF WALL
6,
ALL SIMPSON HOLDOWNS AND COLUMN BASES TO BE FASTENED TO MIN. 4x POST, U.N.O.
13.
VERIFY LOCATION OF HOLDOWNS, ANCHOR BOLTS, AND OTHER INSERTS WITH FRAMING
CONTRACTOR TO ASSURE PROPER AND ACCURATE INSTALLATION.
I
CONTACT SURFACES. HI -TENSILE BOLTS SHALL CONFORM TO A.S.T.M. A-325, U.N.O.
t r i 30" r r r
I I
N/A
7.
ALL 2x JOIST HANGERS TO BE SIMPSON "LUS" HANGERS U.N.O., OR AN I.C.B.O. APPROVED
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SHIELDED ARC PROCESS AT LICENSED SHOPS, OR OTHERWISE APPROVED BY THE LOCAL
(2) #5 BARS
7.
INDICATES REVISION NUMBER.
C!
15 \
1 PP.
FOUNDATION (WIDTHS AND DEPTHS AND REINFORCING AS SHOWN ON PLANS ARE TO
)
BUILDING DEPARTMENT.
i
HORIZONTAL
INDICATES AREAS OF REVISION.
j SD 1
DRAT
BE SUPERCEDED BY LOCAL CODES, ORDINANCES, OR A VALID CIVIL ENGINEERING REPORT
10.
CONTINUOUS INSPECTION IS REQUIRED FOR ALL FIELD WELDING. A SPECIAL INSPECTOR
i r r i
WHICH REQUIRE INCREASES OF THE SAME.
SHALL BE APPROVED BY THE CITY PRIOR TO COMMENCEMENT OF WORK.
r
ROOF SHEATHING
16
ISG PERIOD FOLLOWS {NOR CONCRETE
ORECOMMENDED,RLABISBUT OT REQUIRED E PRIOR TO CODE): OF CONSTRUCTION
11,
ALL STEEL EXPOSED TO WEATHER SHALL BE HOT -DIP GALVANIZED AFTER FABRICATION,
ry (2) #5 BARS
SAWN Lu�
L_ ----__---j I
MIN. 15/32" A.P.A. RATED SHEATHING, PII 24/0, EXPOSURE 1 OR EXTERIOR, WITH 8d
I I-- - - - - - - -i
I
DRAIN PER
ARCH. ---� h\ /
I
-Zas a:
/ DRAIN PER I
1 1 1 I I \ AR. I
_: _ .yv CH
�-- - - - - - - I
I
COMMON NAILS AT 6" O.C. AT EDGES AND BOUNDARIES, AND 12" O.C. AT FIELD, PANEL
a •WALK ON SLABS 24 HOURS AFTER CONCRETE HAS BEEN POURED.
12.
WHERE FINISH IS ATTACHED TO STEEL, PROVIDE 1/2 DIA. BOLT HOLES 36 O.C.,
_�_ �_ .W 1�.
I I
EDGES UNBLOCKED.
b. BEGIN WALL FRAMING 4-5 DAYS AFTER CONCRETE POUR.
U.N.O., FOR ATTACHMENT OF NAILERS. SEE ARCHITECTURAL DRAWINGS FOR FINISHES.
1.
ALL SAWN LUMBER SHALL BE GRADE MARKED BY ONE OF THE FOLLOWING ORGANIZATIONS:
C. BEGIN ROOF/FLOOR FRAMING 7-10 DAYS AFTER CONCRETE POUR.
(ALTERNATE -1/2" DIA X 3" NELSON STUDS 0 36" O.C., U.N.O.).
14I
I
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I
I� 11 I i I
1 14 11
13.
ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE
SD1 I
!
i
I_
V 1 I i I
I SD1
BUILDER TO SUBMIT A COPY OF VALID SOILS REPORT TO THE BUILDING DEPARTMENT FOR
P1,AN CHECK PURPOSES.
"SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL
FOR BUILDINGS", BY A.I.S.C.
APPLIED SHALL NOT EXCEED THE SPAN RATING STAMPED ON THE PANELS.
L------------
r TYP. OPENING r ' '
L---J1------------�
1
L_----- __j I
I
FOUNDATION PLAN
ALL PANELS SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE MARK OF THE A.P.A.
L___ ---------- ---------
SOIL BEARING PRESSURE ASSUMED TO BE 1500 psf. PER SOILS REPORT.
__ ----------- _______ ____]1
ALL GROUT UNDER STEEL BEARING PLATES SHALL BE SOLID DRYPACK OR NON -SHRINK
3.
ALL SAWN LUMBER SHALL BE DRY AND WELL SEASONED, AND THE MOISTURE CONTENT IN
I \
\
OR D.F.P.A.
LOCATE k2)-#5 VERTICALS I I
SOILS REPORT BY: GEOLABS-WESTLAKE VILLAGE; J7526L11; MARCH 11, 1991.
GROUT PLACED AS DIRECTED BY THE MANUFACTURER.
REINFORCEMENT GROUT ALL CELLS
I I
INDICATED 9 -TO AS
15.
STEEL IS TO BE FABRICATED IN THE SHOP OF A LICENSED FABRICATOR.
4.
SAWN LUMBER SHALL HAVE THE FOLLOWING MINIMUM GRADES U.N.Q.:COMMENT
PARALLEL STRAND LUNGER
16,
14
'
��
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REINFORCING STEEL
SD1
I
�' I SD`I)
- ALL 4x14, 406, 6x & 8x FRAMING MEMBERS....................................................#1
I I
\
- 4X4 POSTS ......................................... ...STANDARD
••.....•......•.`...•......................"".•.."'.'
1 •
I
ARCH.PER
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48 d WALL BRAC 2-- 5 BARS HORIZ.
ALL OTHER POSTS AND TIMBERS......................................................................... 1
CONFORM TO I.C.B.O. REPORT NO. NER-292. AN I.C.B.O. APPROVED EQUAL IN STRUCT-
1.
ALL REINFORCING STEEL SHALL CONFORM TO A.S.T.M. A-615-40 FOR 5 BARS AND
MAS�NRY
b OR EQUAL BRACKET U.N.O.
- ALL 2x JOISTS AND RAFTERS 2
................................................................................
URAL DESIGN VALUES MAY BE USED AS AN ALTERNATE.
SMALLER.
I
I I
I I
4" CONCRETE S,�.AB WITH
PARALLEL STRAND LUMBER SHALL HAVE THE FOLLOWING MINIMUM DESIGN VALUES:
2.
ALL REINFORCING STEEL SHALL CONFORM TO A.S.T.M. A-615-60 FOR #6 BARS AND
I
b
I
3 BARS 0 24 O.C. EACH
4AY
E, Modulus of elasticity ........................................... 2,000,000 psi
LARGER.
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AT SLAB MID -HEIGHT
OVER 1" SAND OVER 6 MIL.
- ALL 2x TOP PLATES.....................................................................................STANDA�D
48" SQ.X18" QP.
F b , Bending Stress..................................................................................... 2900 * psi
3.
I I
14 I
SD 1 I
POLYETIPLENE VAPOR BARRIER
OVER 1 SAND.
CO C. PAD FT G.
W 5 BARS AT
F v , Shear Stress ...........�................................................................................ 290
!
12" MINMUM. (YIELD STRENGTH - 60 KSI).
)
i
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ALL CONCRETE BLOCK SHAD_ CONFORM TO AS.T.M. C-90, GRADE N-1, LIGHT OR
(REQ'D AT JAMBS PROVIDE CLEANOUT
1 O.C. EA. WAY
- MANUF. TRUSS COMPONENTS ....................GRADE PER MANUF. (D.F.-LARCH ONLY)
��/--------
I - ---
4.
-------
- - - - - I
MEDIUM WEIGHT WITH fm = 1500 psi (MINIMUM).
0 TOP & BOTT.
5.
ALL SILL PLATES RESTING ON CONCRETE OR 'MASONRY TO BE PRESSURE TREATED
II
*For depths greater than 12", multiply F(b) by (12/d), (1/9)
REINFORCING DETAILING, BENDING, AND PLACING SHAD. CONFORM TO A.C.I. 315.
3.
AGGREGATE SHALL CONFORM TO A.S.T.M. C-144 (MORTAR) & A.S.T.M. C-404 (GROUT).
ONLY) JAMB OR WALL END
L -------------- ---------------I
3.
NO FIELD MILLING OR PLANING ALLOWED. ALL MILLING OR PLANED TO TAKE PLACE AT
THE FACTORY OR LUMBER YARD.
NOTE: REFER TO ARCH.
FOR ALL DIMENSIONS
6XE
TYP
I ❑ I I ❑ I
I I I i
I I I I
L-----L------�
TYP.
6X12 5
❑ i I ❑ I r r • O
L-1 H_ __j -� 2. TYP.
.AN
MIN. 30" MIN. 30"
SYMBOLS
STEEL CONNECTORS
STRUCTURAL STEEL
1.
N/A
1.
ALL STEEL CONNECTORS SPECIFIED ON THE PLANS SHALL BE FROM THE SIMPSON
8.
N/A
1.
STRUCTURAL STEEL SHALL CONFORM TO A.S.T.M. A-36, U.N.O.
STRONG -TIE COMPANY OR AN I.C.B.O. APPROVED EQUAL IN STRUCTURAL DESIGN AND
9,
N/A
2.
STEEL PIPE SHALL CONFORM TO AS.T.M. A-53, GRADE B.
2.
N/A
LOAD VALUES.
r r r
2.
STEEL CONNECTORS MUST BE INSTALLED USING ALL FASTENERS AS SPECIFIED BY THE
10.
N/A
3.
STEEL TUBING SHALL CONFORM TO A.S.T.M. A-501 OR A-500, GE B.
RAD
r r r r
3.
INDICATES STRUCTURAL BEAMS AND HEADERS.
MANUFACTURER.
11.
PROVIDE #3 x 24" LONG DOWELS AT 24" O.C. AND 12" FROM CORNERS AT ALL
4.
STEEL PLATES SHALL CONFORM TO A.S.T.M. A-282, GRADE A.
�11111��
3.
REFER TO "FASTENER SCHEDULE" ON THIS SHEET FOR DESIGNED HARDWARE NAIL TYPES.
CONCRETE STOOPS AND PORCHES, U.N.O. ON PLANS.
5.
MACHINE BOLTS AND ANCHOR BOLTS FOR STEEL MEMBERS SHALL CONFORM TO A.S.T.M.
r r r r
4.
N/A
ALL ITEMS NOT SHOWN TO BE PER MANUFACTURER'S REQUIREMENTS.
12.
ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND OTHER INSERTS SHALL BE
A-307, U.N.O. ON PLANS,
i r i r r r
*INDICATES PORTIONS OF DETAIL
4.
INSTALL ALL SPECIFIED FASTENERS BEFORE LOADING THE CONNECTION.
SECURED INTO POSITION AND INSPECTED BY THE LOCAL BUILDING OFFICIAL PRIOR TO
THE PLACING OF ANY CONCRETE. (1/2" DIA X 14" ANCHOR BOLTS MAY BE "STABBED"
6.
LIGHT GA. COLD FORMED STEEL MEMBERS SHALL CONFORM TO AS.T.M. A-441.
5.
DENOTES DETAIL LETTER
X- WHICH MAY VARY PER TABLE.
5,
ALL STEEL CONNECTORS SHALL BE TIED IN PLACE FOR INSPECTION PRIOR TO THE PLACE-
IF ALLOWED BY THE LOCAL BUILDING OFFICIAL).
7,
HI -TENSILE BOLTS, WHERE INDICATED ON PLANS OR DETAILS, SHALL BE OF THE FRICTION
DENOTES TABLE NUMBER
MENT OF CONCRETE.
TYPE AND THERE SHALL BE NO PAINT, OIL, LACQUER OR GALVANIZING BETWEEN THE
r MIN. 2 r r
X DENOTES SHEET NUMBER DETAILS SHALL BE APPLIED
ALONG ENTIRE LENGTH OF WALL
6,
ALL SIMPSON HOLDOWNS AND COLUMN BASES TO BE FASTENED TO MIN. 4x POST, U.N.O.
13.
VERIFY LOCATION OF HOLDOWNS, ANCHOR BOLTS, AND OTHER INSERTS WITH FRAMING
CONTRACTOR TO ASSURE PROPER AND ACCURATE INSTALLATION.
CONTACT SURFACES. HI -TENSILE BOLTS SHALL CONFORM TO A.S.T.M. A-325, U.N.O.
t r i 30" r r r
N/A
7.
ALL 2x JOIST HANGERS TO BE SIMPSON "LUS" HANGERS U.N.O., OR AN I.C.B.O. APPROVED
14.
FOOTINGS SHALL BE EXAMINED AND CERTIFIED IN WRITING BY THE PROJECT SOILS/
8.
WELDING OF STRUCTURAL STEEL SHALL CONFORM TO A.W.S. D1.1 USING APPROVED E70XX
ELECTRODES.
r r r r
6•
EQUAL IN STRUCTURAL DESIGN AND LOAD VALUES.
GEOLOGY ENGINEER PRIOR TO INSPECTIONS AND PLACEMENT OF CONCRETE. (IF SO
REQUIRED BY THE SOILS REPORT AND/OR BLDG. DEPT.).
9•
ALL WELDING SHAH. BE PERFORMED BY A CERTIFIED WELDER, USING THE ELECTRIC
SHIELDED ARC PROCESS AT LICENSED SHOPS, OR OTHERWISE APPROVED BY THE LOCAL
(2) #5 BARS
7.
INDICATES REVISION NUMBER.
C!
15.
FOUNDATION (WIDTHS AND DEPTHS AND REINFORCING AS SHOWN ON PLANS ARE TO
)
BUILDING DEPARTMENT.
i
HORIZONTAL
INDICATES AREAS OF REVISION.
R SATE
BE SUPERCEDED BY LOCAL CODES, ORDINANCES, OR A VALID CIVIL ENGINEERING REPORT
10.
CONTINUOUS INSPECTION IS REQUIRED FOR ALL FIELD WELDING. A SPECIAL INSPECTOR
i r r i
WHICH REQUIRE INCREASES OF THE SAME.
SHALL BE APPROVED BY THE CITY PRIOR TO COMMENCEMENT OF WORK.
r
ROOF SHEATHING
16
ISG PERIOD FOLLOWS {NOR CONCRETE
ORECOMMENDED,RLABISBUT OT REQUIRED E PRIOR TO CODE): OF CONSTRUCTION
11,
ALL STEEL EXPOSED TO WEATHER SHALL BE HOT -DIP GALVANIZED AFTER FABRICATION,
ry (2) #5 BARS
SAWN Lu�
MIN. 15/32" A.P.A. RATED SHEATHING, PII 24/0, EXPOSURE 1 OR EXTERIOR, WITH 8d
CONVENTIONAL SLABS:
OR OTHER APPROVED WEATHER PROOFING METHODS MAY BE USED. "
r r i r
COMMON NAILS AT 6" O.C. AT EDGES AND BOUNDARIES, AND 12" O.C. AT FIELD, PANEL
a •WALK ON SLABS 24 HOURS AFTER CONCRETE HAS BEEN POURED.
12.
WHERE FINISH IS ATTACHED TO STEEL, PROVIDE 1/2 DIA. BOLT HOLES 36 O.C.,
i r r VERTICAL r
EDGES UNBLOCKED.
b. BEGIN WALL FRAMING 4-5 DAYS AFTER CONCRETE POUR.
U.N.O., FOR ATTACHMENT OF NAILERS. SEE ARCHITECTURAL DRAWINGS FOR FINISHES.
1.
ALL SAWN LUMBER SHALL BE GRADE MARKED BY ONE OF THE FOLLOWING ORGANIZATIONS:
C. BEGIN ROOF/FLOOR FRAMING 7-10 DAYS AFTER CONCRETE POUR.
(ALTERNATE -1/2" DIA X 3" NELSON STUDS 0 36" O.C., U.N.O.).
- W.C.LI.B. STANDARD GRADING RULES X16).
1.
PLACE SHEATHING PERPENDICULAR TO JOISTS WITH "C" FACE DOWN,
d . DO NOT LOAD ROOF PRIOR TO 14 DAYS AFTER CONCRETE POUR.
13.
ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE
r r r r
- W.W.P.A. STANDARD GRADING RULES).
- N.L.G.A. STANDARD GRADING RULES FOR CANADIAN LUMBER, U.S. EDITION).
2•
THE SPACING IN INCHES OF ROOF AND FLOOR SUPPORTS OVER WHICH THE PANELS ARE
17,
BUILDER TO SUBMIT A COPY OF VALID SOILS REPORT TO THE BUILDING DEPARTMENT FOR
P1,AN CHECK PURPOSES.
"SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL
FOR BUILDINGS", BY A.I.S.C.
APPLIED SHALL NOT EXCEED THE SPAN RATING STAMPED ON THE PANELS.
r TYP. OPENING r ' '
2.
ALL SAWN LUMBER SHALL BE DOUGLAS FIR -LARCH.
3.
ALL PANELS SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE MARK OF THE A.P.A.
18,
SOIL BEARING PRESSURE ASSUMED TO BE 1500 psf. PER SOILS REPORT.
14.
ALL GROUT UNDER STEEL BEARING PLATES SHALL BE SOLID DRYPACK OR NON -SHRINK
3.
ALL SAWN LUMBER SHALL BE DRY AND WELL SEASONED, AND THE MOISTURE CONTENT IN
OR D.F.P.A.
19.
SOILS REPORT BY: GEOLABS-WESTLAKE VILLAGE; J7526L11; MARCH 11, 1991.
GROUT PLACED AS DIRECTED BY THE MANUFACTURER.
REINFORCEMENT GROUT ALL CELLS
USE (AT THE TIME THE STRUCTURE IS WRAPPED) SHALL NOT EXCEED 19 PERCENT,
REGARDLESS OF THE MOISTURE CONTENT AT THE TIME OF MANUFACTURE.
15.
STEEL IS TO BE FABRICATED IN THE SHOP OF A LICENSED FABRICATOR.
4.
SAWN LUMBER SHALL HAVE THE FOLLOWING MINIMUM GRADES U.N.Q.:COMMENT
PARALLEL STRAND LUNGER
16,
SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND
PRIOR TO "FABRICATION.
'
- ALL 4x12 & SMALLER FRAMING MEMBERS ..........'.... ............• .............................#2
REINFORCING STEEL
- ALL 4x14, 406, 6x & 8x FRAMING MEMBERS....................................................#1
- 4X4 POSTS ......................................... ...STANDARD
••.....•......•.`...•......................"".•.."'.'
1 •
PARALLEL STRAND LUMBER SHALL BE FABRICATED BY TRUS JOIST MacMILLAN AND
�� �!'
48 d WALL BRAC 2-- 5 BARS HORIZ.
ALL OTHER POSTS AND TIMBERS......................................................................... 1
CONFORM TO I.C.B.O. REPORT NO. NER-292. AN I.C.B.O. APPROVED EQUAL IN STRUCT-
1.
ALL REINFORCING STEEL SHALL CONFORM TO A.S.T.M. A-615-40 FOR 5 BARS AND
MAS�NRY
b OR EQUAL BRACKET U.N.O.
- ALL 2x JOISTS AND RAFTERS 2
................................................................................
URAL DESIGN VALUES MAY BE USED AS AN ALTERNATE.
SMALLER.
2'-0" MIN.-
AT 160 d
MAX1111A.
BRACED LENGTH UP TO 10') .........STUD OR STANDARD
ALL 2x & 3x STUDS MBRACED
2.
PARALLEL STRAND LUMBER SHALL HAVE THE FOLLOWING MINIMUM DESIGN VALUES:
2.
ALL REINFORCING STEEL SHALL CONFORM TO A.S.T.M. A-615-60 FOR #6 BARS AND
b
- ALL 2x & 3x STUDS LENGTH EXCEEDING 10) ........................... 2
E, Modulus of elasticity ........................................... 2,000,000 psi
LARGER.
1.
BRICK SHALL BE MEDIUM WEIGHT (MW) GRADE IN ACCORDANCE WITH A.S.T.M. C-62,
FORPOSITIONING
- ALL 2x TOP PLATES.....................................................................................STANDA�D
F b , Bending Stress..................................................................................... 2900 * psi
3.
ALL WELDED WIRE FABRIC TO CONFORM TO A.S.T.M. A-185. LAP TO BE 1-1/2 SPACES
/si
ALLOWABLE COMPRESSIVE STRENGTH OF 2000 psi.
VERT. REBAR.
- ALL 2x and 3x SILLS...................................................................................STANDARD
F v , Shear Stress ...........�................................................................................ 290
12" MINMUM. (YIELD STRENGTH - 60 KSI).
)
2.
ALL CONCRETE BLOCK SHAD_ CONFORM TO AS.T.M. C-90, GRADE N-1, LIGHT OR
(REQ'D AT JAMBS PROVIDE CLEANOUT
- MANUF. TRUSS COMPONENTS ....................GRADE PER MANUF. (D.F.-LARCH ONLY)
F c , Compression Perpendicular to Grain ............................•....................... 650 psi
4.
MEDIUM WEIGHT WITH fm = 1500 psi (MINIMUM).
OR END OF WALL AT BOTTOM COURSE
5.
ALL SILL PLATES RESTING ON CONCRETE OR 'MASONRY TO BE PRESSURE TREATED
*For depths greater than 12", multiply F(b) by (12/d), (1/9)
REINFORCING DETAILING, BENDING, AND PLACING SHAD. CONFORM TO A.C.I. 315.
3.
AGGREGATE SHALL CONFORM TO A.S.T.M. C-144 (MORTAR) & A.S.T.M. C-404 (GROUT).
ONLY) JAMB OR WALL END
DOUGLAS FIR.
3.
NO FIELD MILLING OR PLANING ALLOWED. ALL MILLING OR PLANED TO TAKE PLACE AT
THE FACTORY OR LUMBER YARD.
5.
WELDING OF REINFORCING STEEL SHALL CONFORM TO THE CURRENT AW.S. STANDARDS
USING PROPER LOW HYDROGEN WELDING RODS.
4.
PORTLAND CEMENT SHALL BE AS SPECIFIED FOR CONCRETE.
L. #5 BAR VERT.
6.
ALL RESAWN AND ROUGHSAWN BEAMS ARE TO BE FREE OF HEART CENTER.
6.
THE FOLLOWING MINIMUM CLEAR DISTANCES BETWEEN REINFORCING STEEL AND FACE OF
5.
MORTAR SHALL BE TYPE "S".
NOTES:
FOUNDATION
SHALL BE MAINTAINED UNLESS NOTED OTHERWISE ON PLANS:
ON GRADE
6.
GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2000 psi.
N END BLOCKS
GLUE LAMINATED LUMBER-
-SLABS ..................................................................................CENTER OF SLAB
CONCRETE BELOW GRADE, FORMED........................................................................2"
7.
MASONRY VENEER SHALL BE AS PER CHAPTER 14 OF THE APPLICABLE U.B.C.
DUGHOUT 1. PLACE VERTICAL REBAR AT OF WALL U.N.O.
1.
THE MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 2500 psi. NOTE
-CONCRETE BELOW GRADE, UNFORMED (POURED AGAINST EARTH) •••••••••••••••.•3"
8.
ALL MASONRY SHALL BE REINFORCED GROUTED MASONRY. GROUT SOUD ALL CELLS WHICH
CONTAIN RE -BAR, BOLTS, ETC. GROUT SOLID ALL CELLS BELOW GRADE.
1.
GLUE LAMINATED BEAMS SHALL BE DOUGLAS FIR -!ARCH, WITH 1-1/2- OUTER AND CORE
"STANDARD
THAT THIS IS THE MINIMUM DESIGN VALUE. HIGHER VALUES MAY BE REQUIRED PER SITE
CONDITIONS PER THE SOILS ENGINEER OR PER THE BUILDING OFFICIAL FOR SPECIAL
-CONCRETE EXPOSED TO WEATHER................................................................1-1 /2"
-WAS ...............•... ...... 1*
""'"""""""""""""""""""""""""""""""""""""""""""""""'
9.
PROVIDE 2-1/2" MINIMUM GROUT SPACE AND 1/2" MINIMUM GROUT BETWEEN REIN -
LAMINATIONS, AND SHALL CONFORM TO THE SPECIFICATIONS FOR STRUCTURAL
EXPOSURES, REFER TO THE FOLLOWING CODE TABLES:
-COLUMNS AND BEAMS TO MAIN BARS....................................................................2"
FORCING BARS AND MASONRY.
GLUED LAMINATED TIMBER", AITC X1117 AND ANSI/A1TC A-190.1 AND ALL APPROVED
a , EXPOSURE TO FREEZING AND THAWING: TABLES A -19-A AND 19-A-1.
7.
ALL BARS IN CONCRETE SHALL BE LAPPED A MINIMUM OF 36 BAR DIAMETERS (2'-0"
10.
SET BOLTS, ANCHORS, REGLETS, SLEEVES, INSERTS, OR OTHER ITEMS NECESSARY
SCHEDULED REINF. SHALL APPLY IN ALL CASES UNLESS
SUPPLEMENTS THEREOF.
b . SPECIAL EXPOSURE CONDITIONS: TABLE 19-A-2.
MINIMUM) AT ALL SPLICES, U.N.O.
FOR THE ATTACHMENT OF SUBSEQUENT WORK.
NOTED OTHERWISE ON SPECIFIC DETAILS OR SECTIONS
2•
GLUE LAMINATED BEAMS SHALL HAVE THE FOLLOWING GRADES (U.N.O. ON PLANS):
c . EXPOSURE TO SULFATE CONTAINING SOLUTIONS: TABLE 19-A-3.
8.
ALL BARS IN MASONRY SHALL BE LAPPED A MINIMUM OF 40 BAR DIAMETERS (2'-0"
11.
REFER TO ARCHITECTURAL DRAWINGS FOR TYPE OF UNITS, LAYING PATTERN AND JOINT
- FOR SIMPLY SUPPORTED BEAMS .............................................COMBINATION 24F -V4
d . MAX. CHLORIDE ION CONTENT FOR CORROSION PROTECTION: TABLE 19-A-4.
MINIMUM) AT ALL SPLICES, U.N.O.
DETAILS. UNLESS SPECIFICALLY SHOWN OTHERWISE, ALL CONCRETE BLOCK AND BRICK
- FOR CANTILEVERED BEAMS OR
...................
BEAMS CONTINUOUS OVER SUPPORTS ...............COMBINATION 24F -V8
2.
CONCRETE FOR SLAB ON GRADE SHALL HAVE A MAXIMUM SLUMP OF 4 P
" ER A.S.T.M.
9.
SPLICES OF HORIZONTAL REBAR IN WALLS AND FOOTINGS SHALL BE STAGGERED 4'-0"
SHALL BE LAID IN RUNNING BOND.
TYPICAL WALL REINFORCING SCHEDULE
MINIMUM.
3/4" CLLR.
3.
ALL GLUE MINATED BEAMS SHALL BE UNCAMBERED, U.N.Q.
LAMINATED BEAMS
3,
ALL GEMENT USED SHALL CONFORM TO A.S.T.M. C-150.
10.
PROVIDE DOWELS IN FOOTINGS AND/OR GRADE BEAMS THE SAME SIZE AND NUMBER AS
ki WALL THICKNESS VERT. REINF. HORIZ. REINF. REMARKS
4.
BEAMS SHALL CONFORM TO A.LT,C. INDUSTRIAL APPEARANCE GRADE, U.N.O.
FINE AND COURSE AGGREGATE SHALL CONFORM TO A.S.T.M. C-33 FOR NORMAL WEIGHT
VERTICAL WALL OR COLUMN REINFORCING. DOWELS SHALL. HAVE A MINIMUM PROJECTION
-4.
5.
MOISTURE CONTENT OF THE LUMBER AT THE TIME OF GLUING SHALL NOT BE MORE THAN
CONCRETE AND A.S.T.M. C-330 FOR LIGHTWEIGHT CONCRETE.
EQUAL, TO STANDARD LAP SPLICE, U.N.O.
" " SOLID GROUT
8 CMU #5 0 32 #5 0 32
16 PERCENT WITH A MAX. VARIATION OF 5 PERCENT IN ANY BEAM.
g•
READY -MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH AS.T.M.
11.
#5 OR LARGER BARS SHALL NOT BE RE-BENT WITHOUT APPROVAL OF THE ENGINEER.
ALL CELLS
INTERSECTION
6.
ENDS OF BEAMS SHALL BE SEALED AND BEAMS SHALL BE LOAD WRAPPED FOR
C-94,
ALL BAR BENDS SHALL BE MADE COLD.
PROTECTION DURING SHIPPING.
"CERTIFICATE
6.
PROVIDE 3 4" CHAMFERS AT ALL, EXPOSED CORNERS,PECS
/ U.N.O.U.N O. BY ARCH
12.
ALL REINFORCING STEEL, ANCHOR BOLTS DOWELS do INSERT$ SHALL BE WELL SECURED
7.
A OF INSPECTION", BY AN APPROVED INSPECTION AGENCY, SMALL BE
SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ERECTION.
7.
POLYETHYLENE VAPOR BARRIER (WHERE REQUIRED) SHALL EXTEND 2" INTO EXTERIOR
AND INTERIOR FOOTINGS & SHALL BE LAPPED A MINIMUM OF 6 PUNCTURED BARRIERS
13,
IN POSITION PRIOR TO INSPECTION AND PLACING OF CONCRETE OR GROUTING MASONRY.
VERTICAL BARS IN WALL SHALL. BE ACCURATELY POSITIONED AT THE CENTER OF THE
BETE BLOCK WALLS DETAILING
.
SHALL, BE REPLACED OR REPAIRED.
WALL,U.N.Q., AND TIEp INTO POSITION AT THE TQP AND BOTTOM AND AT INTERVALS NOT
EXCEEDING 192 BAR DIAMETERS.
FOUNDATION
AND FRAMING PLAN
SCALE 1/4 =1 �--
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