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PLYWOOD _ •� • _ •�•1 •_. • � _ _• • � _ NOTES:G E N E R A L N 0 T E S
SEE NOTES 1. ALL PLYWOOD SHALL BE 5/8" THK., 5 -PLY EXPOSURE 1 BEARING STAMP
2� ROOF PURLINS I (: �� I DOUGLAS FIR, STRUCTURAL 1, BY AN APPROVED GRADING AGENCY, GLUE SHALL
S 8'- 0 O.C. BE EXTERIOR TYPE. PLYWOOD SHALL CONFORM TO PRODUCT STANDARD
OSEE PLAN I I� (� (_' OS 1-83 (INDEX 32/16). FOUNDATION NOTES: w �,
3 GLULAM BEAM •� Z 1 2. LAY PLYWOOD SHEETS WITH LONG DIMENSIONS PERPENDICULAR TO PURLINS AS INSPECTION ALL MATERIALS & WORKMANSHIP TO CONFORM TO LATEST ..
SEE PLAN, USE I E I SHOWN. ALL PANEL EDGES MUST BE BLOCKED. APPLICABLE CODE : 2001 CALIFORNIA BUILDING CODE •
2 -ROWS OF 5 3. PiPES DUCTS & OTHER MATERIALS MUST NOT BE HUNG FROM 2x ROOF JOISTS 1. GENERAL INSPECTION: PER CBC SECTION 108 7. ALL SILL PLATES RESTING ON CONCRETE OR MASONRY SHALL EDITION & LOCAL CITY ORDINANCES '• •
B. N. U.N.O. BUT ONLY FROM 4x PURLINS OR GLULAM BEAMS. INSTALL 4x6 IN "HU" 7
FOOTING SYMBOL, FOR SIZE SEE SCHEDULE. THE OWNER SHALL EMPLOY A LICENSED ENGINEER OR ARCHITECT BE PRESSURE TREATED DOUGLAS FIR LMLt1Y GRADE. • «`
I �:� II II (: I HANGERS BET. PURLINS WHERE SUPPORT IS NEEDED. LIGHT WEIGHT SUSPENDED HANGERS FOR THE STRUCTURAL DESIGN, OR HIS DIMENSIONS
4O 2 1/2x15 CEILING CAN BE HUNG FROM 2x JOISTS WITHIN 2'-0" OFF JOIST HANGER. DESIGNATED ENGINEER OR ARCHITECT TO MAKE SITE VISITS 8. ALL LEDGER BOLTS SHALL BE SET IN WALLS TO INSURE PRO- 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON JOB SITE
ROOF JOISTS i I;� II II ( TO OBSERVE GENERAL COMPLIANCE WITH THE APPROVED PER ROOF SLOPE PER DRAINAGE PLAN. VERIFY ALL CONDI- WITH COMPLETE SET OF LATEST DRAWINGS. NOTES AND Dt- '' •
@ 16" O.C. 4. BUILDING DEPARTMENT INSPECTION REQUIRED OF THE ROOF SYSTEM LAYOUT STRUCTURAL PLANS, SPECIFICATIONS AND CHANGE ORDERS. TIONS PRIOR TO SETTING BOLTS.
(30'-0" SPAN) -' - �'• -' _ '�•- - AND NAILING PRIOR TO PLACING ANY MATERIAL ON THE ROOF SHEATHING, OR DETAIL No. DETAIL SYMBOL THE ENGINEER OR ARCHITECT SHALL SUBMIT A STATEMENT 9 LAG BOLTS AND SCREWS SHALL BE PREDRILLED THE DIA. OF MENSIONS SHALL BE CHECKED AND VERIFIED WITH ARCHlTEC-
-'-' -� `-`' TURAL AND STRUCTURAL DRAWINGS. ANY DISCREPANCIES IN
U.N.O. (� � yl� SUSPENDING ANY LOADS FROM THE ROOF. SHEET No. IN WRITING TO THE BUILDING OFFICIAL STATING THAT THE PREDRILLED HOLES SHALL BE 60% OF SHANK DIAMETER. THE NOTES OR DIMENSIONS SHALL BE BROUGHT TO THE ATTENTION
0 5 FACE GRAIN (� I� I� � 5. ALL FRAMING MEMBERS SHALL B E DOUGLAS FIR, SITE VISITS HAVE BEEN MADE AND THAT ANY DEFICIENCIES THREADED PORTION OF THE SCREW SHALL BE INSERTED BY
'� I: 6. WHERE ROOF NAILING REQUIRES 1 Od @ 2" OR 2 1 /2" O.C. @ EDGES OR 1. FOR DIMENSIONS AND CONDITIONS NOT SHOWN NOTED HAVE BEEN CORRECTED. TURNING WITH A WRENCH, NOT BY DRIVING WITH A HAMMER. OF THE ARCHITECT BEFORE COMMENCING WORK SO THAT PRO -
DIRECTION PER REMEDIAL WORK CAN BE EXECUTED
:� IJ IJ IJ BOUNDARIES. PROVIDE MiNIMUM 3x MEMBERS, TYPICAL NAILING SHALL BE SEE ARCH'L DWGS. AND VERIFY IN FIELD. 2. SPECIAL INSPECTION: PER CBC SECTION 1701. PENETRATION OF THREADED PORTION SHALL BE 7 DIAMETER 2. UNLESS SPECIFICALLY DETAILED ON THESE DRAWINGS, CON -
STAGGERED. 2. SEE STRUCTURAL GENERAL NOTES IN SHEET ST -1. DUTIES & RESPONSIBILITIES OF THE INSPECTOR• MINIMUM
MINIMUM DIAPHRAGM �� II II II (; 7. SPACE ALL NAILS 3/8" MINIMUM FROM PANEL OR SUPPORTING MEMBER 10 WHEN LAMINATING VERTICALLY 2-2" X MEMBERS TOGETHER TRACTOR SHALL FURNISH AND INSTALL ADEQUATE SHORING,
NAILING U.N.O. IN EDGE. NAILS TO PENETRATE SUPPORTING MEMBER BY 1 5 8" MINIMUM. 3. FOR FLOOR DEPRESSIONS, CURBS, UNDERFLOOR A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK " BRACING. ETC. REQUIRED TO SAFELY EXECUTE ALL WORK AND
NAILING DiAGRAM 4 '� is / DUCTS, CONDUITS, ETC., SEE ARCHITECTURAL, ASSIGNED FOR CONFORMANCE WITH THE APPROVED USE 16d NAILS AT 9 O.C. STAGGERED. SHAD- BE FULLY RESPONSIBLE FOR THE SAME.
8. EDGE OF OPENINGS THROUGH THE ROOF AND TOP OF OF STRUTS G.L.B. PLUMBING AND ELECTRICAL DWGS. DESIGN DRAWINGS AND SPECIFICATIONS. 11. ENDS OF WOOD MEMBERS ENTERING MASONRY WALLS SHALL 3 DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN SHALL ..
II II II I; 2 SHALL BE PER BOUNDARY NAILING REQUIREMENTS. MECHANICAL, B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION HAVE A 1 2" AIR SPACE AROUND TOP. END AND SIDES UN -
OB BOUNDARY &CONT. 4. FOR FINISH FLOOR ELEVATION, SLOPE, DRAINS, / BE CONSTRUCTED IN ACCORDANCE WITH DETAILS SHOWN FOR
II Ii II (; 9. SEE ARCHITECTURAL ROOF PLAN TO ESTABLISH TOP OF SHEATHING ELEVATIONS, SEE ARCH'L DWGS. REPORTS TO THE BUILDING OFFICIAL, THE ENGINEER OR LESS WOOD IS TREATED WITH APPROVED PRESERVATIVES. SiM1LAR CONDiTiONS AND MATERIAL. `
PANEL EDGES NAILING WALL HEIGHTS ROOF DRAINAGE, COLUMN HEIGHTS, ETC. ARCHITECT OF RECORD, & OTHER DESIGNATED PERSONS. 12. ALL HARDWARE CONNECTING WOOD MEMBERS SHALL BE RE -
1 Od @ 4" O.C. :� I: 10. USE SPECIAL PURLINS @ SPRINKLER MAINS FOR 6" 0 PIPES AND LARGER WITH C.J. DENOTES CONSTRUCTION JOINT ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE CESSED WHEN REQUIRED BY ARCHITECTURAL FINISH. VERIFY DESIGN LOADS
�11 _ • T SPRINKLER COMPANY SHOP D RAW I N G S . ATTENTION OF THE CONTRACTOR FOR CORRECTION. THEN, WITH ARCHITECTURAL PLANS, TYPICAL.
EO EDGE NAILING
1 Od @ 6 O.C. - - - 11. USE 2x6 No. 1 D.F. JOISTS @ 24" O.C. 6. TYPICAL DETAILS NOT SHOWN, SEE SHEET ST -1. IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND 13. FRAMING ANCHORS. JOIST HANGERS, POST CAPS.
1. SEISMIC COEFFICIENT (ZONE 4)
12. USE 2x6 JOISTS @ 16" O.C. AT EQUIPMENT LOCATIONS. VERIFY WITH TO THE BUILDING OFFICIAL. POST BASES, TIE DOWNS. ETC, SHALL BE AS MANUFACTURED 2. WIND PRESSURE = 2001 CBC
O1 INTERMEDIATE NAILING 3 MECHANICAL DRAWINGS FOR EQUIPMENT LOCATIONS. C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED BY "SIMPSON" OR AN APPROVED EQUAL. EXP = C SOiL PROFILE=SD. Nc=1.0, Nv=1.0
10d @ 12" O.C. REPORT STATING WHETHER THE WORK REQUIRING SPECIAL 14. NOTCHING OF EXTERIOR AND BEARING/NON-BEARING WALLS SPEED= 80 MPH Cc=0.44
3 E INSPECTION WAS, TO THE BEST OF THE INSPECTORS STUDS SHALL NOT EXCEED 25%/40% RESPECTIVELY. WIND = 20.0 PSF
KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED PLANS BORED HOLES IN BEARING/NON-BEARING WALLS STUDS 3. ROOF LOAD LL = 20 P.S.F.
AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP SHALL NOT EXCEED 40%/60% RESPECTIVELY.
PLYWOOD FRAMING LAYOUT 121 NOTES PROVISIONS OF THE CURRENT BUILDING CODE.
2007A. DWG GLUED LAMINATED MEMBERS SITE PREPARATIONS
1
Tco A A ` z
w < M< y .
I -
#4 012" O.C. 2
•
#4 012" O.C. 3«
SECTION A -A
2
0 STEEL COLUMN, SEE PLAN
c NOTE: FOR SIZE & LOC.
ALL CAISSON REQUIRES @30"DiA. CONC. FTG.
30 SPECIAL INSPECTION W/ 8-#7 VERT &
CL R #4 TIES 0 12" O.C.
QCONC. STEM/CURB W/
#4 ® 12 O.C. x L
EA. FACE & #4 U
5 Q 5-0 4 O.C. TYP
44-
1/2- PLYWOOD CDX W/10d 2x 10 RIDGE 0 t �+� �~
® 4;6;12 BLOCK WALL ;
PLYWOOD EDGES
,rr Er Al SIMPSON 'ST22' STRAP
®4$ O.C.BOUNDARY "UNG W/ 6-16d TYP.
. U.N.O. COLUMN FOOTING3
BLOCKING & »A35" ® 16" O.C. -l000.
4-16d TYP. U.N.O.
IIT EM
CONTINUOUS
PERIODIC
REMARK
I I
INSPECTION
INSPECTION
DIAMETER
STANDARD LENGTH
STAB ON GRADE
YES__
�� ,
PRIOR TO POURING OF
ALL MEMBERS SHALL CONFORM TO UNIFORM CODE, TABLE
(f c= 3000 PSI)
CONCRETE & DURING
FOUNDATION PLANS MUST BE BROUGHT TO THE ATTENTION OF
OF USE. MINIMUM REQUIREMENT: SHEAR f(v)=165 P.S.I.;
THE TAKING OF TEST
rc
'��
1 od
F1(c) = 450 P.S.I. ON COMPRESSION AND TENSION FACES;
SO THAT PROPER REMEDIAL WORK CAN BE PERFORMED.
SPECIMENS
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zo
N
CAISSON
Y
--
SIMPLE BEAMS AND 24F -V8 FOR CANTILEVERED BEAMS.
--� PSI)
3.
USE ADHESIVE WATER RESISTANT CASEIN TYPE GLUE WITH
U
MOLD INHIBITOR CONFORMING TO FEDERAL SPECIFICATIONS
A.S.T.M. SPECIFICATION C 150. AGGREGATES SHALL BE
BOLTS IN CONCRETE
YES
__
PRIOR TO AND DURING
(A307)
4.
FABRICATOR SHALL FURNISH ARCHITECT AN AITC" INSPECTION
THE PLACEMENT OF
UBC 1701.5.2
CERTIFICATE, CERTIFYING THAT THE GW -LAM MEMBERS WERE
CONC. AROUND BOLTS
z
STRUCTURAL STEEL
YES
--
DURING THE WELDING
(ELECTRODE= E-70xx)
2. ALL CONCRETE SHALL BE DESIGNED BY APPROVED LABORATORY.
9S
REINFORCING STEELYES
--
DURING THE WELDING
REVIEW. AND OBTAIN APPROVAL PRIOR TO USE.
ELECTRODE= E-90xx
PEARANCE GRADE UNLESS SHOWN OR SPECIFIED OTHERWISE.
MAXIMUM SLUMP SHALL BE 4" U.N.O.
z
STRUCTURAL STEEL
YES
__
CL
(ELECTRODE= E-70xx)
CANTILEi/ER GW -LAM BEAMS. CONC. FOOTINGALL CONT. FTG.) : 3000 PSI ® 28 DAY
COLUMN
7.
T
IN USE TEMPERATURE OF GLU- LAM BEAMS NO TO EXCEED
=w
UBC 1701.5.5
cn3
8.
ALL GW -LAM MEMBERS EXPOSED TO WEATHER SHALL BE
:
PLACEMENT OF CONCRETE
YES
__
PRIOR TO COVERING UP
REINFORCEMENT
PROVIDE STANDARD 1600 FOOT RADIUS CAMBER U.N.O.
PLYWOOD DIAPHRAGM NAIUNG
YES
__
PRIOR TO COVERING UP
PLYWOOD SHEARWALL
YES
--
PRIOR TO COVERING UP
AND HOLDOWN
GRADING, EXCAVATIONDURING
YES
__
EARTH -WORK
AND FILLING
EXCAVATION, GRADING AND
UBC 1701.5.13
a
Q
FILLING (SEE SOIL REPORT)
PLACEMENT OF REINF. STEEL
YES
__
UBC 1701.5.4
GENERAL FOUNDATION NOTES 5. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR
NON -SHRINK GROUT
YES
__
INSPECTION OF PLACEMENT
UBC 1701.5.15
SOIL REPORT SHALL BE PART OF THIS NOTES.
*
AND TESTING
1.
ALL LAMINATED LUMBER SHALL BE PROPERLY KILN -DRIED
1. ALL EXCAVATIONS, PREPARATION FOR SLAB ON GRADE, DEPTH OF
I I
FOR GLUE LAMINATING AND MOISTURE CONTENT SHALL NOT
FOOTINGS, BACK FILL. ETC., SHALL BE PERFORMED IN ACCOR-
DIAMETER
STANDARD LENGTH
EXCEED 12%.
DANCE WITH THE SOIL ENGINEER'S RECOMMENDATIONS. ANY DIS -
�� ,
2.
ALL MEMBERS SHALL CONFORM TO UNIFORM CODE, TABLE
CREPANCIES BETWEEN THE SOIL ENGINEER'S REPORT AND THE
23-1-C-1. COMBINATION 24 F.f=2400 P.S.I. - DRY CONDITIONS
FOUNDATION PLANS MUST BE BROUGHT TO THE ATTENTION OF
OF USE. MINIMUM REQUIREMENT: SHEAR f(v)=165 P.S.I.;
THE STRUCTURAL ENGINEER PRIOR TO INITIATING ANY EXCAVATION
rc
'��
1 od
F1(c) = 450 P.S.I. ON COMPRESSION AND TENSION FACES;
SO THAT PROPER REMEDIAL WORK CAN BE PERFORMED.
TO 6. BOLTS SHALL CONFORM TO ASTM A-307 UNLESS OTHERWISE
E=1.8 X 106 P.S.I. MIN. USE 24F -V4 COMBINATION FOR
SIMPLE BEAMS AND 24F -V8 FOR CANTILEVERED BEAMS.
CONCRETE
3.
USE ADHESIVE WATER RESISTANT CASEIN TYPE GLUE WITH
1. PORTLAND CEMENT SHALL BE TYPE I OR 11 CONFORMING TO
MOLD INHIBITOR CONFORMING TO FEDERAL SPECIFICATIONS
A.S.T.M. SPECIFICATION C 150. AGGREGATES SHALL BE
MMM -125 (WET -USE EXPOSURE CONDITIONS.
NORMAL WEIGHT CONFORMING TO A.S.T.M. SPECIFICATION
4.
FABRICATOR SHALL FURNISH ARCHITECT AN AITC" INSPECTION
C 33, WITH PROVEN SHRINKAGE CHARACTERISTICS OF LESS
PREVENT SATURATION OF SOIL UNDER FOUNDATION.
... ....� ......•..�...... ............... ...�.... .... ..............__ ....-..- ...%........ .�.... 7 Al 1 Ci'R�'1 F'ORRiC OTI[ZN� SHeI I RF MWF IN O RH(1P I i-
CERTIFICATE, CERTIFYING THAT THE GW -LAM MEMBERS WERE
THAN 0.04%. USE SPECIAL TYPE OF CEMENT WHERE REQUIRED
PRODUCED IN ACCORDANCE WiTH PROVISIONS OF "AiTC" IN-
BY SOIL CONDITIONS --- SEE SOIL REPORT.
SPECTION MANUAL FOR STRUCTURAL GLUED LAMINATED LUMBER
2. ALL CONCRETE SHALL BE DESIGNED BY APPROVED LABORATORY.
TO THE CITY INSPECTOR PRIOR TO CALLING FOR INSPECTION.
AND DESIGN MIX SHALL SUBMIT TO ARCHITECT/ENGINEER FOR
5.
ALL LAMINATED BEAMS SHALL CONFORM TO INDUSTRIAL AP-
REVIEW. AND OBTAIN APPROVAL PRIOR TO USE.
PEARANCE GRADE UNLESS SHOWN OR SPECIFIED OTHERWISE.
MAXIMUM SLUMP SHALL BE 4" U.N.O.
REVISIONS
6.
TENSION LAMINATION REQUIRED AT TOP & BOTTOM OF ALL
USE MINIMUM OF FIVE SACKS OF CEMENT PER CUBIC YARD.
0
CANTILEi/ER GW -LAM BEAMS. CONC. FOOTINGALL CONT. FTG.) : 3000 PSI ® 28 DAY
COLUMN
7.
T
IN USE TEMPERATURE OF GLU- LAM BEAMS NO TO EXCEED
CONC. FOOTING PAD) : 3000 PSI ® 28 DAY
GRADE BEAM :3000 PSI ®28 DAY
*SLAB ON GRADE 3000 PSI ® 28 DAY
8.
ALL GW -LAM MEMBERS EXPOSED TO WEATHER SHALL BE
:
0
Q
PROTECTED WITH AN APPROVED PRESERVATIVE. 3. NO PIPES OR DUCTS SHALL BE PLACED IN STRUCTURAL
CONCRETE UNLESS SPECIFICALLY DETAILED. SEE ARCHITEC-
9.
PROVIDE STANDARD 1600 FOOT RADIUS CAMBER U.N.O.
10.
GLUED -LAMINATED FABRICATION SHALL BE PERFORMED IN
TURAL AND MECHANICAL DRAWINGS FOR LOCATION OF SLEIDVES,
MOULDS. FLOOR HINGES, ETC., TO BE CAST INTO THE
Q
Q
AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH
CONCRETE.
UBC 1701.7. UBC 2304.4.3
4. VIBRATION OF CONCRETE SHALL BE PERFORMED IN ACCORDANCE
a
Q
WITH THE PORTLAND CEMENT ASSOCIATION SPECIFICATION.
Q
GENERAL FOUNDATION NOTES 5. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR
A MINIMUM OF SEVEN DAYS AFTER ITS PLACEMENT: APPROVED
ANF '�'�0Q"� M;
�NMO
1. ATTACH ONE COPY OF SOIL REPORT TO THE APPROVED SET. CURING COMPOUNDS MAY BE USED IN LIEU OF MOIST CURING.
SOIL REPORT SHALL BE PART OF THIS NOTES.
*
,' ,'
PRIOR TO THE POURING OF CONCRETE. THE SOIL ENGINEER
QUALITY ONLY
SHALL INSPECT AND APPROVE THE FOOTING EXCAVATIONS. HE REINFORCING STEEL
SHALL POST A NOTICE ON THE JOB SITE FOR THE BUILDING
INSPECTOR THAT THE WORK SO INSPECTED MEETS THE CONDI-
i . REINFORCING STEEL SHALL BE DEFORMED BARS OF iNTER-
TIONS OF THE REPORT. A WRITTEN CERTIFICATION TO THIS
MEDIATE GRADE CONFORMING TO A.S.T.M. SPECIFICATION
EFFECT SHALL BE FILED WITH THE BUILDING DEPARTMENT
A615 GRADE 40 FOR BARS 4 AND SMALLER: A615 GRADE 60
MESH
UE S D
PON COMPLETION OF THWORKTHIS INSPECTION OES
FOR BARS #5 AND LARGER. REINFORCING SHALL BE
2x6 ® 16" O.C. Jf`,r ��'�� NOT WAiVE THE REQUIRED INSPECTION BY THE BUILDING INS- 6X6 - W1.4 X W1.4 UNLESS SHOWN OTHERWISE, CONFORMING
o ITEM THAT REQUIRED STRUCTURAL INSPECTION TO A.S.T.M. SPECIFICATION A 185.
PECTOR.
'� `' NONE 2. REINFORCEMENT MARKED CONTINUOUS MAY BE SPLICED
i '.. 2x4 ® 16 O.C. - ��'�`•. 2. SOIL REPORT BY: GEO TECHINiCAL PROFESSIONALS INC. ACCORDING TO LAP SCHEDULE BY DETAIL 1 /STi
N SIMPSON ECCO TYP. .�A,
5736 CORPORATE AVE.
CYPRESS. CA 90630 "
TEL: (714) 220 22i 1 3. MIN LAP OF WELDED WIRE FABRIC SHALL BE 6 OR ONE
WOOD FRAMING JOB #: 1949.1 FULL MESH, 4. DOWELS FROM FOOT�tNGS ISRAEL BOF THE SAME SIZE AND
BOUNDARY NAILING W/ ,,-�'• 6-16d TYP. U.N.O. �''��^,,� DATED: MARCH 4, 2004
BLOCKING'�f,,
BEAM SEE PLAN FOR SIZE 1. ALL WOOD SHALL CONFORM TO THE CHAPTER 23 OF C.B.C. SPACING AS VERTICAL WALLS AND COLUMNS REINFORCEMENT, .,..,..,�
ALL STRUCTURAL FRAMING MEMBERS SHALL BE GRADE UNLESS NOTED OTHERWISE ON PLANS.
UR
2x6 ® 16" O.C. MARKED DOUGLAS FIR AS FOLLOWS UNLESS NOTED OTHERWISE 5. PROVIDE SPACER BARS, SPREADERS. CHAIRS, BLACKS, ETC.,
3x6 I I ON PLANS (MOISTURE 19% MAXIMUM): AS REQUIRED TO SECURELY HOLD STEEL IN PLACE.
N - "`" s'Y" 24'-0" A. ALL HORIZONTAL FRAMING MEMBERS AND POSTS SHALL
i 6 16d TYP. U.N.O. 3. SOIL REMOVAL AND RECOMPACTtON SHALL BE DONE PER SOIL 6. REINFORCING BARS CONFORMING TO ASTM A706 SHALL BE
BE D.F. NO. 1. REPORT RECOMMENDA11ONS UNDER SOIL ENGINEER'S SUPERVI- USED FOR RE -BARS REQUIRING WELDING.
FINISH SEE ARCH'L. r 2'-3" 19'-6" 2'-3"INSPECTION.
2 .... w ...� _ - 4 YYw V wV ^ v .......y M :.4.�...w �. B. ALL STUDS AND BRACES SHALL BE D.F. NO. 1 OR SION AND
» » BETTER U.N.O. 4. TYPE OF FOOTING SHALLOW, SPREAD FOOTING SYSTEM.
r
I II I 9 9 �s2. ALL BOLTS SHALL BE STANDARD MACHINE BOLTS WITH M.I. MIMIMUM EMBEDMENT : 18" BELOW LOWEST ADJACENT STRUCTURAL STEEL AND MISCELLANEOUS IRON �.�,�--•�
6'+ 9 9 1 - OR STEEL PL WASHERS WHEN HEAD OR NUT BEARS ON WOOD. NATURAL GROUND OR COM- 1. STRUCTURAL STEEL AND MISCELLANEOUS IRON SHALL CONFORM
BOUNDARY NAILING W/ I I i it I u .}�0 6'-�-u, HOLES FOR BOLTS SHALL BE DRILLED WITH A BiT 1/32- PACTED FILL. TO A.S T M SPECIFICATION A36''l'9
`` II <! �o A. PIPE COLUMNS SHALL CONFORM TO A.S.T.M. SPECIFICATION
BLOCKING 4-16d TYP. U.N.O. I LARGER THAN THE NOMINAL BOLT DIAMETER. TIGHTEN ALL DESIGN SOIL PRESSURE:
L I l v it U
1/4 .� ..>�...�. ,....} .� .� ,.�<.._< ,_.. ,-.. ,.... > .�,...�..., ..�.....�. ,-......... ,�., ..�...�r}........ ..>.., ,..�,....� �. ...� .-..� -53�GRADE " B
»
BOLTS BEFORE PLASTERING. CONTINUOUS FTG. 2500 PSF A
< l I I1 I I 3. NO STRUCTURAL MEMBER SHALL. BE CUT WITHOUT THE APPRO- ISOLATED FTG. : 2500 PSF B. STEEL TUBE SHALL CONFORM TO A.S.T.M. A500 GRADE B.
4x16 BEYOND
4-16d TYP. U.N.O. I I (I u Y / Y VAL OF THE STRUCTURAL ENGINEER ANY CUTTING NOTCH- Fy = 46 KSI.
# < a- t
ING, BORING OF WOOD SHALL CONFORM TO THE LOCAL BUIL- 5. SLAB BASE AND COMPACTION TO BE IN ACCORDANCE WiTH 2. WELDING SHALL CONFORM TO ANSI/ AWS 01.1 -92. AND BE
DING CODE. SOiL REPORT. ELECTRODES. BY CALL WELDS SHALLTRIC SHIELDED CBERUNI ORM USING
SIZE 7AND
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4. TYPICAL SILL BOLTING SHALL BE 5/8" DIA. X 10" ANCHOR 6. FOR ALL DIMENSIONS. CURBS. SLAB DEPRESSIONS. STOP,
TS6x6x3/8" I " " APPEARANCE. AND FREE OF PINHOLES. POROSITY, UNDER-
II ( II BOLTS AT 4 -0 O.C. PROVIDE ONE BOLTS WITHIN NINE FLOOR DRAINS. SINKS. TRENCHES, UNDERFLOOR DUCTS AND CUTTING OR OTHER DEFECTS. ALL BUTT WELDS SHALL BE
r INCHES OF EACH END OF EACH SILL PIECE AND AT CORNERS. CONDUITS. SEE ARCHITECTURAL.. MECHANICAL. REFRIGERA-
k 1 4 4
\ 5. UNLESS OTHERWISE NOTED ON PLANS, ALL STRUCTURE PLY- TION, AiR CONDITIONING, PLUMBING & ELECTRICAL DRAW- FULL PENETRATION.
-`" ' WOOD SHALL BE INTERIOR GRADE PLYWOOD WITH EXTERIOR INGS. TRENCH BACKFILL AS PER SOIL REPORT REQUIRE- 3. WELDS SHALL BE DONE IN THE SHOP OF AN i.C.B.O. APPROVED
GLUE. STRUCTURAL I CONFORMING TO PS 1, LATEST EDI- MENTS, FABRICATOR UNLESS OTHERWISE NOTED ON PLANS. ALL THE
FIELD WELDING SHALL BE PERFORMED BY QUALIFIED WELDERS
^ I ( II I TION. 7. BOTTOM OF A COLUMN FOOTING WITHIN A DISTANCE EQUAL
g I i II U co a 6. FOR NAILING (ALL NAILS SHALL BE COMMON U.N.O.) OF TO TRENCH FROM THE TRENCH MUST BE AT THE "SAME ELEVA- APPROVED BY THE BUILDING OFFICIAL AND CONTINUOUS INS-
; LUMBER SEE TABLE 23-11-B-1 OF U.B.C.. LATEST EDITION. TiON AS BOTTOM OF TRENCH. PROVIDE 16 X 16 CONCRETE PEC11ON BY AN APPROVED DEPUTY INSPECTOR IS REQUIRED.
4. STRUCTURAL STEEL NOT ENCASED 'IN CONCRETE OR MASONRY Wm
I r 0
NAILS DIAMETER & LENGTH SEE THE FOLOWiNG TABLE: PEDESTAL, POUR WITH FOOTING 4-#6 VERTICAL BARS WITH
s: iI I II I L #3 LIES AT 12 O.C. 3 -3 TIES AT 3 O.C. AT TOP. SHALL BE SHOP PAINTED AS SPECIFIED. ANY ABRASION SHALL ' ®� u
'""" "°"" I """"°° ""` 'a""""g�'"°�"��°��'"•' �"°""�Y" 1 V. UJt �1 trrty LUV I IIVC� u 11Vh rLAN. • • . "'-' "• •-" •'�.-."-..-•-! -• - - -- --• -- ... .. -.._. -' w
CENSED BY THE GOVERNING CITY OR COUNTY.
I I II II
8. ALL MOMENT FRAME CONNECTION WITH COMPLETE PENETRATION
it Q GROOVE WELDS CONTAINED IN JOINTS AND SPLICES SHALL BE cc z
I I Ii Ii TESTED 100% EITHER BY ULTRASONIC TESTING OR BY RADIOGRAPHY 4r
} PER UBC SECTION 1703.LIJ
I l � 11 � �: •
4
I i � s ii II
LL
DRYPACK TYP
- DR PA K
<;/ � � � -� �•���-" � � - ��� ���• 1. DRYPACK SHALL BE 5.000 PSI NON -SHRINK GROUT. FIVE
STAROR .. „YnON�Y,'!W.vw.rNv!NYM+yW WLKiM1.U, , • S, ' v
} I ,ui
PR
SCALE 2. INSTALL DRYPACK EQUIVALENT AEM BARING PATEPRIOR TO FIN LR,
II IFRAMING MEMBER IS INSTALLED.
FOUN DATION PLAN
1/4 "= ' - 3. INSTALL DRYPACK UNDER ALL COLUMN BASE PLATES AFTER COLUMN i
1 0
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DATE 12 -OP>, -04
JOB NO.
03-0141
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SECTION ROOF ANDSOFFITp$ GENERAL NOTES.. 4 ,"_ _ FRAMING PLAN _ � of sheets
3/4 -1 0 1/4-1 0
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED. USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT. NADEL ARCHITECTS, INC. ALL RIGHTS RESERVED.
B.D. SUBMITTAL: 00-00-00 B.D. SUBMITTAL: 00-00-00 B.D. SUBMITTAL: 00-00-00
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8. BRIDGE NTTNS AT BOTTOM. CENTER BARS ON TRENCH. x .
5 FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO STRUCTURAL
FAB -
VERIFY ALL CONDITIONS IN FIELD. ENGINEER FOR REVIEW PRIOR TO START FABRICATION. FAB-
9. ALL PLANTERS IN CLOSE PROXIMITY TO THE STRUCTURE RICATION SHALL CONFORM TO A.I.S.C. SPECIFICATION.
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TO 6. BOLTS SHALL CONFORM TO ASTM A-307 UNLESS OTHERWISE
SHALL HAVE ADEQUATE DRAINAGE OF SURFACE WATER
NOTED.
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16d
0.162"
3 1 /4"
PREVENT SATURATION OF SOIL UNDER FOUNDATION.
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CENSED BY THE GOVERNING CITY OR COUNTY.
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8. ALL MOMENT FRAME CONNECTION WITH COMPLETE PENETRATION
it Q GROOVE WELDS CONTAINED IN JOINTS AND SPLICES SHALL BE cc z
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l II U HAS BEEN PLUMBED; PRIOR TO FLOOR OR ROOF INSULATION
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DATE 12 -OP>, -04
JOB NO.
03-0141
SHEET
SCALE SCALE O- r simo
SECTION ROOF ANDSOFFITp$ GENERAL NOTES.. 4 ,"_ _ FRAMING PLAN _ � of sheets
3/4 -1 0 1/4-1 0
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED. USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT. NADEL ARCHITECTS, INC. ALL RIGHTS RESERVED.
B.D. SUBMITTAL: 00-00-00 B.D. SUBMITTAL: 00-00-00 B.D. SUBMITTAL: 00-00-00