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GENERAL NOTES
1. EXCEPT WHRERE MORE STRINGENT REQUIREMENTS ARE NOTED
OR SHOWN ON THE PLANS, WORKMANSHIP & MATERIALS SHALL.
CONFORM TO THE LATEST EDITION OF THE U.S.C.
2. THE PLANS SHALL BE REVIEWED FOR DIMENSIONAL & EXISTING
SITE CONFORMANCE WITH THE PLANS BY THE CONTRACTOR
PRIOR TO THE START OF CONSTRUCTION. THE ARCHITECT
& ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES,
3, WORKING DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS,
4. ITEMS IDENTIFIED BY TRADE NAMES MAY BE SUBSTITUTED BY
APPROVED EQUALS.
5. NOTES & DETAILS ON DRAWINGS SHALL PRECEDE THESE
GENERAL NOTES
REMODELING NOTES
1, PROVIDE ANY SHORING & OR BRACING PRIOR TO REMOVING
EXISTING WALLS, BEAMS, OR SUPPORTS FOR CONSTRUCTION.
REMOVE SHORING ONLY WHEN NEW SUPPORTS ARE IN PLACE
AND SECURED.
2. PROVIDE RED HEADS INTO EXISTING CONCRETE AT ALL SHEAR
WALLS PER MFG. SPECIFICATIONS, SEE SHEAR WALL SCHEDULE
FOR SIZE AND SPACING.
3. PROVIDE SIMPSON ST-6224 BETWEEN NEW WALLS AND EXISTING
WALLS AT THE DOUBLE TOP PLATE.
4. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES
WHETHER OR NOT SHOWN ON DRAWINGS AND PROTECT THEM
FROM DAMAGE., ,
5. DO NOT CUT POST TENSION SLABS. CONTRACTOR TO DETERMINE
EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION,
6. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS FOR
FOOTINGS, BEAMS AND JOISTS, SIZES LOCATIONS ETC. AND SHALL
NOTIFY THE ARCHITECT & ENGINEER OF ANY DISCREPANCIES.
7. DOWEL NEW INTO EXISTING SLABS W/#4 REBAR 0 24" O.C. AND
FOOTINGS W/DOWEL SIZE To-Awew-E-AsVa RAF. SIZE/LOCATION,
P �
ENGINE S
1. CONCRETE SLABS ON GRADE HAVE NOT BEEN DESIGNED BY
THE STRUCTURAL ENGINEER.
2. THE VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT
HAVE NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER.
3. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION, BRACING
SHORING, TEMPORARY SUPPORTS ETC., IS THE SOLE RESPONS-
IBLITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED
BY THE STRUCTURAL ENGINEER. THE CONTRACTOR IS RESPONS-
IBLE FOR THE STABILITY OF THE STRUCTURE DURING THE
ENTIRE COURSE OF CONSTRUCTION.
THE ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR FIELD
INPECTION/OSSERVATION OF THE ABOVE ITEMS.
4, ALLOWABLE SOILS PRESSURE TO BE A MINIMUM OF 1000 PSF
UNLESS A SOILS REPORT IS PROVIDED. SOILS IN THE BUILDING
AREA & 5 FEET BEYOND SHALL BE COMPACTED TO A MINIMUM
Of 9WA RELATIVE COMPACTION PER U.B.C.
SOILS REPORT BY.
STRUCTURAL SYMBOLS
INDICATES SHEAR WALL, SEE FOUNDATION & OR FRAMING PLAN
AND SHEAR WALL SCHEDULE FOR TYPE; SILL BOLTING, SHTG.,
ETC. NOTE: FOR SILL BOLTING AT EXISTING FOOTINGS USE
"RED HEADS" ICBO#2156 THE SAME SIZE & SPACING AS
CALLED FOR ON PLANS (MIN 2 3/4' EMBED).
INDICATES POST (BELOW BEAM)
MIN, POST SIZE/TYPE AS FOLLOWS U.N.O,:
SEAM SIZE POST SIZE
4 X 14 & SMALLER 2-2X4 W/16d NAILS 0 12- O,C.
6 X 12 & SMALLER 2-2X6 W/16d NAILS 0 12- O,C,
4 X 16 & LARGER 40
6 X 14 & LARGER 4X6
SEE HOLDOWN DETAILS ANI) TYPICAL WALL FRAMING FOR FURTHER
POST SIZE REQUIREMENTS.
POSTS ARE TO CONTINUE DOWN TO FOUNDATION,
FOUNDATION NOTES
QLNEH&-
1, SOIL BENEATH FOOTINGS AND SLABS SHALL BE COMPACTED PER
U.8,C, (90%) RELATIVE COMPACTION MINIMUM OR AS PER ENGINEER.
2, THE SOILS ENGINEER SHALL INSPECT THE FOUNDATION PRIOR
TO POURING OF CONCRETE AND SHALL VERIFY THE SOIL BEAR-
ING PRESSURE TO BE 1000 PSF MIN OR PER THE SOILS
REPORT.
3. NO TRENCHES OR EXCAVATIONS FIVE FEET IN DEPTH OR GREATER
INTO WHICH A PERSON SHALL BE REQUIRED TO DESCEND SHALL
BE MADE WITHOUT PROPER PERMIT.
4. THE MINIMUM BOLTING FOR SILL PLATES TO FOUNDATION SHALL,
BE AS FOLLOWS:
1/2" DIAMETER ANCHOR BOLTS NTH 7" MIN EMBEDMENT IN
CONCRETE WITH SPACING NO CREATOR THAN 4 FEET O,C. NOR
FURTHER THAN 12" FROM CORNERS (MIN 2 BOLTS PER PIECE).
SEE THE FOUNDATION PLAN & SHEAR WALL SCHEDULE FOR
FURTHER BOLTING REQUIREMENTS
5. PIPES OR DUCTS THAT EXCEED ONE 'THIRD THE SLAB OR GONG.
WALL THICKNESS SHALL NOT BE PLACED IN STRUCTURAL CONC,
NLESS SPECIFICALLY DETAILED. SEE MECHANICAL AND/OR
ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES. ACCESSORIES,
ETC.
6. PIPES MAY PASS THRU STRUCTURAL CONC. IN SLEEVES, BUT
SHALL NOT BE EMBEDDED THEREIN.
7. PROVIDE 3/4" CAMBERS AT ALL EXPOSED CORNERS
& SEE ARCHITECTURAL PLANS FOR MOLDS, GROOVES, ORNAMENTS
CLIPS OR GROUNDS REQUIRED TO BE CAST IN CONCRETE, AND
FOR LOCATIONS OF FLOOR FINISHES AND SLAB DEPRESSIONS.
9, LOCATION OF POUR JOINTS SHALL BE APPROVED BY THE
STRUCTURAL ENGINEER.
1. UNLESS OTHERWISE NOTED ON PLANS CONCRETE SHALL BE
TYPE I WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI
IN 28 DAYS. CEMENT SHALL CONFORM TO A.S.T.M. CX-150
FINE & COURSE AGGREGATE SHALL CONFORM TO A;S.T.M. C-33
REINFORCING STEEL
1. ALL REINFORCING STEEL SHALL BE GRADE 40 IN ACCORD-
ANCE WITH A.S.T.M. A615 UNLESS OTHERWISE NOTED.
2. LOW HYDROGEN WELDING RODS SHALL BE USED FOR ALL
WELDING OF REINFORCING BARS.
3, BARS NOTED AS "CONT "TYPICAL WALL REINFORCING AND
VERTICAL COLUMN REINFORCING SHALL HAVE A MINIMUM
SPLICE OF 50 BAR DIAMETERS LAP IN MASONRY OR
40 BAR DIAMETERS MINIMUM IN CONCRETE..
4, REINFORCING SHALL BE SPLICED ONLY AS SHOWN OR NOTED.
OTHER SPLICES SHALL BE APPROVED BY THE STRUCURAL
ENGINEER.
5. SPLICES IN ADJACENT HORIZONTAL WALL REINFORCING BAR$
$HALL BE STAGGERED 4 FEET UNLESS OTHER WISE NOTED,
6. PROVIDE DOWELS IN FOOTINGS AND/OR GRADE BEAMS THE
SAME SIZE AND NUMBER AS VERTICAL WALL OR COLUMN
REINFORCING. DOWELS SHALL HAVE A MINIMUM PROJECTION
EQUAL To STANDARD LAP SPLICE UNLESS OTHERWISE NOTED,
7. ALL REINFORCING, ANCHOR BOLTS, AND OTHER INSERTS
SHALL SE SECURED IN PLACE PRIOR TO PLACMENT OF
CONCRETE OR GROUTING OF MASONRY.
B. PROVIDE THE FOLLOWING MINIMUM PROTECTIVE COVERING OF
CONCRETE-.
BELOW GRADE UNFORMED) 3" CLEAR
BELOW GRADE (FORMED) 2" CLEAR
WALLS I" CLEAR
COLUMNS 1.5"CLEAR
BEAMS AND GIRDERS 1.5*CLEAR
STRUCTURAL SLAB
(ABOVE GRADE) 314"CLEAR
9, NUMBER 6 OR LARGER REINFORCING BARS SHALL NOT BE
RE -SENT U114OUT APPROVAL OF THE STRUCTURAL ENGINEER-
GONGREAE BLOCK MASONRY
1. CONEfi:TC_6I_0CK SHALL C'ONIORM TO A,S.1,M, C 90,
GRADE N UNITS. SEE ARCHITECTURAL PLANS FOR TYPE,
PATTERN AND JOINT DETAILS.
2, MORTAR SHALL BE AS FOLLOWS:
I PART PORTLANO CEMENT
4 PARTS SAND
1/4 MIN. TO 1/2 MAX, PART 11YORAIED LIME
3. GROUT SHALL BE AS FOLLOWS:
I PART PORTLAND CEMENT
3 PARTS SAND
2 PARTS PEA GRAVEL
WATER SUFFICIENT TO ALLOW GROUT TO FLOW INTO
ALL JOINTS.
4, CELLS SHALL BE IN VERTICAL. ALIGNMENT TO PROVIDE A MIN,
UNOBSTRUCTED CORE OF 3"X 3". DOWELS FROM FOOTINGS
SHALL BE SET TO ALIGN WITH CORE REINFORCING,
5. ALL CELLS BELOW FINISHED GRADE AND ALL CLU-S WITH
REINFORCING, ANCHOR$ OR INSERTS SHALL. 8E Fit -LED SOLID
WITH GROUT.
6, CONCRETE SURFACES SHALL BE CLEANED 01ALL LAITANCIE
PRIOR TO SETTING OF FLOCKS,
FRAMING NOTES
FRAMING SHALL COMPLY WITH SECTION 2320 OF THE U,B.C. LATES1
EDITION.
FRAMING-GENE,RAL
1, USE SIMPSON U-HANGERS ON ALL JOIS'F/8EAM/BLAM CONNEC-TIONS
UNLESS NOTED ON PLANS.
2. ALL POSTS SHALL HAVE SIMPSON "PC" CONNECTORS AT 'TOP
AND SIMPSON "SC" OR "BCO" CONNECTORS AT BASES UNLESS
OTHERWISE NOTED ON PLANS.
3. ALL CONNECTING HARDWARE,
JOIST HANGERS, TIE:STRAPS ETC,
SHALL BE, SIMPSON "STONG--rc' UNLESS OTHERWISE NOTED OR
SHOWN ON PLANS,
FRAMING -WAIL_
I SIZE, SPACING & HEIGHT LIMITS FOR WOOD STUDS ARE As FOLLOWS
(UNLESS OTHERWISE NOTED ON PLANS):
2X4 0 16-OC (BEARING WALL) SUPPORTING A MAXIMUM OF ONE:
FLOOR AND ONE ROOF SHALL HAVE A MAXIMUM
HEIGHT OF 10 FEET
2X4 0 16"OC (NON -BEARING WALL) SHALL HAVE A MAXIMUM
HEIGHT OF 14 FEET
2Xb 0 16"OC (BLARING WALL) SUPPOR-ZING A MAXIMUM OF TWO
FLOORS AND A ROOF SHALL HAVE A MAXIMUM
HEIGHT OF 10 FEET.
2X6 0 16"OC (NON -SEARING WALL) MAXIMUM HEIGHT 15 20 FFEA'
2. RAKE WALLS AJDACENT TO SLOPED CEILINGS SHALL 13E BALLOON
FRAMED, DOUBLE TOP PLATES SHALL ALWAYS BE SUPPPORTED BY
A ROOF OR CEILING DIAPHRAM.
3. SHEAR WALL PANELS MUST BE CONTINUOUS TO 'THE TOP PLATE AT
ROOF FRAMING. SHEETING SHALL HAVE ALL EDGES BLOCKED & '(HE
APPROPRIATE SHEAR TRANSFER THRU CEILING OR SOFFIT FRAMING.
4, BORING AND NOTCHING OF WALL STUDS SHALL BE PER UBC (2320)
NOTCHING MAXIMIUM; 25% OF WIDTH ON BLARING WALLS
40% OF WIDTH ON NON -BEARING WALLS
BORING MAXIMUM. 40% OF WIDTH ON BEARING WALLS
60?/* OF WIDTH ON NON -BEARING WALLS.
NOTE; A MIN 5/8"CLEARANCE FROM EDGE OF STUD TO HOLE
SHALL. BE PROVIDED.
5, DOU81-E 2X TOP PLATE SHALL UL LAPPED 48" AT ALL SPLICES
AND SHALL OVERLAP AT CORNERS.
6 WALL BRACING SHALL BE PROVIDED PER UBC (2320.4.16)
PROVIDE IX6 LET -IN BRACING (0 APPROX. 45 DEGREES) EVERY
25' IN ALL STUD WALL NOT SHEATHED, BRACES TO RUN CONTINUOUS
FROM TOP PLATE TO SILL PLATE.
FRAMING -FLOOR
1. FLOOR SHEATHING ��16IN) 5/8"STRUCTURAL. I T & G PLYWOOD
PANEL INDEX no 3 WITH EXTERIOR GLUI:_ USE 10d NAILS
AT 6"OC AT ALL EDGES, BOUNDARIES, SHEARWALLS & 10"OC
FIELD. NO BLOCKING IS REQUIRED UNLESS NOTED ON PLAN.,
2, PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL NON -
REARING PARTITIONS.
3. PROVIDE CONTINUOUS BLOCKING BETWEEN FLOOR JOISTS UNDER
BEARING WALLS WHICH ARE PERPENDICULAR TO JOISTS,
4, FRAMING, AROUND OPENINGS: TRIMMER AND HEADER JOISTS
SHALL BE DOUBLED AND SUPPORTED BY HANGERS PER CODE
(UBC 2517).
FRAMING -ROOF'
1. ROOF SHEATHING (MIN) 1/2" STANDARD PLYWOOD PANEL INDEX
NO. 24/0 WITH EXTERIOR CLUE, USE 8d NAILS AT W'OC AT
ALL EDGES, BOUNDARIES AND SHEAR WALLS & 12" OC FIELD.
NO BLOCKING IS REQUIRED UNLESS NOTED ON PLAN,
2. FRAMING AROUND OPENINGS: TRIMMLR AND HEADER JOIST'S
SHALL BE DOUBLED AND SUPPORTED BY HANGERS PER CODE.
FRAM ING-- CEILING
1. CEILING JOISTS SHALL. BE 2X6 016"O,C. (MAX SPAN�14.'V')
2. CEILING JOISTS SHALL BE 2X8 016"O.C. (MAX SPAN 18'6")
3. CEILING JOISTS SHALL BE 2XIO 016"O.C. (MAX SPAN�2.3'8-)
FRAMING -JOISTS RAFTERS
L BORING AND NOTCHING Of: joisTs SMALL BE AS FOLLOWS:
(U8C 2517D)
BORING -MAX DIA OF HOLE SHALL NOT EXCclf) 1/3 of,
DRESSED DEPTH OF JOIST WITH A MINIMUM EDGE
CLEARANCE OF TWO INCHES.
NOTCHING- MAX DEPTH AT ENDS SHALL. NOT EXCLEED 1/4
OF DRESSED DEPTH. NO NOTCHING IS ALLOWED
IN THE CENTER THIRD OF THE JOIST SPAN.
NOTCHING IN OTHER LOCATIONS SHALL. BE ON 'THE
COMPRESSIVE SIDE WITH A MAX DEPTH OF 1/6
OF THE JOIST DEPTH.
2, WHERE 'THREE OR MORE (MULTI JOISTS, ARE USED TIlE JOISTS
SHALL HE BOLTED TOGETHER WITH 1/2'DIA MACHINE BOLTS W1
WASHERS AT 24"OG STAGGERED, DOLTS SHALL BE RETIGHTIENED
PRIOR TO APPLYING FINISH MATERIALS.
3. JOIS-I'$/RAFTERS SHALL LAP AT SPLICES A MIN, OF 3 INCHES
WITH 3-16d NAILS OR USE SIMPSON ST 2115,
4. CROSS BRIDGING OR 2X BLKG.SHAL.L BE PROVIOLD 0 W-O" O,C,
MAX. FOR ALL JOISTS AND RAFTERS MORE THAN 8" IN DEPl`H
BLOCKING OR AN APPROVED METAL TYPE BRIDGING,
5, 2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR
RAFTERS AT ALL SUPPORTS.
FRAMING -BOLTING
1. ALL BOLTS BEARING ON 'WOOD SHALL HAVE WASHERS UNDER HEAD
OR NUT. SEE SCHEDULE
2. ALL BOLTS SHALL BE RETIGHTENED. PRIOR TO APPLICATION OF PLY-
WOOD, PLASTER ETC,
.3. HOLES FOR BOLTS SHALL BE BORED 1/32" TO 1/16" LARGER THAN
NOMINAL BOLT DIAMETER.
LUMBER
t ALL. LUMBER SHALL BE DOUGLAS FIR OF' THE FOLLOWING
GRADES UNLESS OTHERWISE NOTED (MAX MOISTURE CONTENT
SHALL NOT EXCEED 16% & GRADED IN ACCORDANCE WITH THE
WEST COAST LUMBERMANS ASSOCIATION,)
REPETATIVE USE MEMBERS
STUDS & PLATES STUD
JOISTS & RAFTERS
2X4 TO 04 INCLUSIVE NO-2
2X6 'TO 3X16 INCLUSIVE NO.2
SINGLE USE MEMBERS
BEAMS
4X NO,2
6X OR LARGER NOA
POSTS & MULLIONS
04 & SMALLER NO.2
4X6 & LARGER N0.2
OX6 & LARGER NO.1
MISCELLANEOUS LUMBER
BLOCKING,FURRING, ETC. NO, 3
DECKING & SHEATHING
2X,3X.4X COMML DEX.
2. ALL WOOD BEARING ON CONCRETE OR MASONRY IF LESS THAN
4 FEET FROM GRADE SHALL BE PRESSURE 'TREATED DOUG FIR,
3. GLUED -LAMINATED WOOD BEAMS SHALL BE DOUGLAS FIR COMB,
24F--V8 DF/DF (Fb-240OPS1, Fv-165 PSI, E-180,000 PSI)
INDUSTRIAL APPEARANCE WITH EXTERIOR CLUE UNLESS
OTHERWISE NOTED ON PLANS. A CERTIFICATE OF INSPECTION
FOR EACH GLU.-LAM BEAM FROM AN APPROVED TESTING AGENCY
TO BE SUBMITTED AND APPROVED BY THE BUILDING DEPT.
PRIOR TO ERECTION.
4. ALL STRUCTURAL PLYWOOD SHALL BE IN ACCORDANCE WITH
P.S. 1-74
NAILING SCHEDULE
THIS NAILING IS 'TYPICAL UNLESS 01HERNSE NOTED
NAILS SHALL BE BOX OR COMMON WIRE
SPECIFICLY DETAILED CONNECTIONS SHALL. BE NAILED
WITH COMMON WIRE NAILS,
--JOISTS OR RAFTERS TO SIDES OR STUDS
8 INCHES IN DEPTH OR LESS --------------
FOR EACH ADDITIONAL 4"DEPTI-I ADD ---------- 1- 16d
JOISTS OR RAFTERS AT ALL BEARING
TOE NAIL EACH SIDE------,- 3--8d
-STUDS TO BEARING -TOE NAILS EA, 2-8D
-BLOCKING BETWEEN JOISTS/RAFTERS
'TO THE JOISTS/RAFTERS TOE NAILS EA SIDE----
FROM BLOCKING TO BEARING TOE NAILS EA SIDE-2-10d
-BLOCKING BETWEEN STUDS
AT EACH ENO--T0E
END NAILS-
-PROGRESSIVE BLOCKING
RAFTER TO BLOCK & BLOCK TO CONT. NAILER--2-16d
-MULTIPLE STUDS
(STAGGER NAILS ON STUDS WIDER THAN 4")--16dQ24"OC
---RIBBON TO STUDS
IX RIBBON--------
2X RIBBON-- --2--16d
-DOUBLE TOP PLATES
LOWER PLATE TO
UPPER TO LOWER
AT SPLICES (48"MIN) ON EACH SIDE
OF BUTT IN TOP
UPPER 1*0 LOWER PLATE
AT
-CEILING STRIPS
IX4 PER SEARING(STRONGHOLD TYF`E)---------2-8d
2X3 PER BEARING(STRONGHOLD TYPE)-------I-I6d
-PLYWOOD NAIL.ING(SEE DETAILS &/OR SCHEDULES
-8UIL.T UP BEAMS 20clV32"OC AT TOP AND BOTTOM
STAGGERED 220d 0 END
-IX6 LET -IN BRACES, EACH 0EARING,---------2-8d
(PRE -DRILL HOLES FOR NAILS)
STRUCTURAL STEEL
STRUCTURAL STEEL SHALL CONFORM 1*0 STANDARD SPECIFIC -
A IN FOR
T�10 STRUCTURAL STEEL FOR BRIDGES OR BUILDINGS
T,M
N., ' I - 36
2. A IcA�TION' SHALL COMPLY WITH THE LATEST A.I.SC PECS.
3. All LTS FOR STEEL MEMBERS SHALL CONFORM A.S.T.M.
A-3o UNLESS OTHERWISE NOTED.
4, HIGH TE 'LE BOLTS WHERE INDICATED ON PLANS OR
DETAILS %I L BE THE FRICTION 'TYPE A THERE SHALL BE
NO PAINT, 01 1 LAQUER OR GALVANIZIN ETWCEN THE CONTACT
SURFACES, HIG TENSILE BOLTS SHIN CONFORM TO
A,S.T.M. A-325 A-490,
5. PIPE COLUMNS SHAL CONFO TO A.S.T.M. A-53 GRADE 6
6. STEEL, TUBE SHAPED M RS $HALL. CONFORM 'TO A.S.T.M.
A-501 OR A-6 0 GR - ' '
7, WHERE FINISH IS AT CHED O STRUCTURAL. STEEL, PROVIDE
HOLES FOR 1/2 ELDER ST S AT 4 FEET O.C. FOR THE
ATTACHMENT O NAILERS. SEE A 11TECTURAL DRAWINGS FOR
FINISHES,
8. BEAM COECTIONS SHALL COMPLY "FRAMED BEAM
CONN ONS" A.I.S.C. PART 4, TABLE USING 3/4- DIA.
A3 BOLTS (M.S.).
N WEB JOISTS SHALL COMPLY WITH THE S NDARDS OF
THE STEEL JOIST INSTITUTE".
STRUCT, STEEL WELDING
1, DING SHALL BE DONE BY 'THE ELECTRICAEILDED ARC.
PR ESS AND SHALL COMPLY WITH A.W SPECIFICATIONS FOR
WILD '? AND FABRICATION.
2, WILDING ALL BE PERFORMED ' CERTIFIED WELDERS WHO
ARE APPRO ' BY THE LO AUTHORITY.
P 3. ALL FIELD WELD SHA AVE CONTINUOUS INSPECTION PER
UBC (306.5,S) UN OTHERWISE NOTED,
4. ALL BUTT WE SHA EIE FULL PENETRATION U.N.O.
5. A CERTI ' ATE OF FABRICA FROM THE SHOP PERFORMING
WE G OR A REPORT FROM - SPECIAL INSPECTOR MUST
B " URNISHED TO THE JOB INSPE OR PRIOR TO FRAMING
APPROVAL,
GRADING NOTES
I. A GRADING PERMIT SHALL BE OBTAINED PRIOR TO ANY GRADING,
2. ALL FILL ONE FOOT & GREATER SHALL BE CERTIFIED AND
'TESTED AS TO RELATIVE COMPACTION PER U.B.C,
3.. ALL FILL. SHALL HE COMPACTED IN ACCORDANCE WITH CHAPTER
70 OF THE LATEST ADOPTED EDITION OF THE U.S.C.
4, ALL UTILITY TRENCII SACKFILLS SHALL. BE IN ACCORDANCE WITH
'THE SOILS ENGINEERS RECOMMENDATIONS.
DRAINAGE NOTES
t MINIMUM GRADIENTS ARE AS FOLLOWS: EARTH- 19 PAVING=,5%
2. POSITIVE DRAINAGE AWAY FROM STRUCTURES SHALL HE AS FOLLOWS:
2% MIN TO 219 MAX
SWALES TO BE 3 FELT MIN AWAY FROM STRUCTURES.
2X STUDS 0
,md a w* D.C.,
STAGGERED PLYWOOD
WHERE
16d 0 `IW OCCURS I I bd 0
N Or 0,c.
MZN --A �__
1L
12" I.G. BLOCKING 0 TOP, POST WHERE
BOTTOM, & MID -HEIGHT OCCURS_
PANEL SCHEDULE AND/OR FOUNDATION PLAN. NAIL ALI.
DOL. STUDS W1 16d 0 IS* 0,C., STAGGERED
TYP. STUD WALL INTERSECTIONS
FDNDEID
FOR SIZE AND SPACING OF
JOIST OR RAFTER, SEE PLAN PLYWOOD JOINTS
3/0* MIN. EDGE DISTANCE
BOUNDARY NAILING (BA,) FOR NAILS
ALONG CONTINUOUS ... . 7 PANEL EDGES Z=!,4'l'
TYPICAL INICRMLOIATE
NAILING (1,M)
4
FLOORS-10d 0 104 O.C.
ROOFS- 10d 0 12" 0.0,11
EDGE NAILING (L.N.)-
2,X 3 FLAT BIXG. AT
UNSUPPORTED EDGES, (REO'D.
L"'DIMENSiON Of PLYWOOD
ONLY MEN CALLED FOR ON
TO RUN PERPINDICULAR TO
PLANS)--
JOISTS
NOTE: PLYWOOD To K
--MIN, SHEATHING SIZE TO'BE
2'-0" X 4'-O`
INSPECTED PRIOR TO COVERING
PLYWOOD LAYOUT
----------
i.
SINGLE LAYER DOUBLE LAYER
NOTE; 4'-0" X BAR 01AMETER IN CONCRETE. U.N.O.
W-O' X BAR DIAMETER IN MASONRY, UA.O.
REINFORCING
STIDDET01
�)ILVFW fi UUIINU
TOP PLATE SPLICE
]UP FLAIl SPLICE
PLATE
SPLICE
STODET06
2-2x PLATES, SEC PLANS FOR
SIZE AND REFERENCE TO SPLICES
FRAMING ANCHOh rOP AND
FA
2x CRIES AT 16* O.C.-
BOTTOM OF Dow u STUD
FOR HE kl)ER SIZE, SEEP d N
OR POST
................ . FIRE BLOCKING A V CEILING
LINE AND NOT 101 2'XCEED
W-011 O.C,
PROVIOE SIMPSON A34 FOR 2x4
STUDS AND A35 FOR 2*6 STUDS,
FOR NAILING SEE (EM NOTES
USE 2-2x JAMBS FOR 4XIO AND
I STUD FOR INTEJi R WALLS
64 AND LARDER HEADERS
2 STUDS FOR: EXVqRIOR WALLS
UNLESS NOWO (xi;WERWISE
R
END POST AT PLYWOOD SHEAR
PANEL *IERE OCCURS
NOTE
STUDS SHOWN ARE FOR INDICATION ONLY. ACTUAL LOCATION TO SUIT
CONSTRUCTION RE 01REMENTS, MAX, SPACING
AT 16" O.C.
TYP. WALL FRAMING
- --------- -----
DDkTOO
PARALLEL I
a
124. STAGGERED
OR RAFTER
PLATE e WIDER THAN
PLATE
Jos a to" 0.0,
) 12", STAGGERED
OR RAFTER
R PLATE 4" WIDER THAN
R PLATE
TUDS 0 to" O.C.
PERPINDICQLAR
JOIST TO NON -BEARING WALL
SIDDET13
NOTES.
1, ALL. PIPE SLEEVES To I)l 2"
TRENCH SHALL NOT
UNDERMINE WALL FIG. --
LARGER THAN PIPE
2. FOR PIPES MORE THAN , !-0"
50% COMPACTED
BELOW BOTTOM OF FOO'2 ING$,
BACKFILL 0 TRENCH
STEP FOOTINGS PER DE'; AIL,
EXCAVATION
(NO PIPES ALLOWED IN "TO. STEP)
:5, PLACE CONC. FILL AROUI 0
SLEEVES BEFORE POURWG FTC,
"I
PROVIDE 2" CEME T g
DRYPACK IF
P ACED UNDER
as
d 9-
'd' PIPE PR MADE
SLEEVE DIAMETER F04'
SLEEVES
ALL PIPES. -
PIPE TRENCH
STDIIETOR
I
=d=l NO TRENCH
PARALLEL
TO FOOTING
BELOW THIS
V-60 MIK LINE
NO SLEEVES SHALL
PENETRATE FOOTING
3 1/2 'W #3, #4, J5
5 'D' #7. #8
.7 'W
L4 '0',
U) A .
40 '0' CONCRETE
50 'W MASONRY I rL
REINFORCING
STIDDET04
SHEAR R iNEL LENGTH
2X4 STUDS 0
IV O.C. U.N.O,- /-DOUBLE I OP PLATE
HEADER w w N 14.) i
2X OLKG,::---/
2X TRIMMER
U.NlO. X
4X END POST
& HOLDOWWS
U.N.O.
HOLDOWNPER 7su PLATE BOLTING (OR
PLAN 12* SOLE PLATE NAILING AT
M UPPER FLOORS)
SHEAR PANEL ELEVATION
SIDDET07
m
2001 CBC SHEARW LL SCHEDULE
WASHER
SCHEDULE
BOLT
iRO�id ASHLER
HEAVY PLATE WASHER
NDARD
STAWASHERCUT
1
2 112"0 X IL4'
2 1e2" X 2 !�l 4"
1 3 8*0 X
5/8" QS
2 1/40LO X 5/16"
2 1&2' X 2 142: X 144:
1 3Z4* 0 X 14871
3/4" 0
N'0 X 711V
3* X r X IL4"
2" g X 5432*
7/8"
3 1/2' 0 X?Ll
3 1/2* X 3 1/20 X 5/16*1
2 1/4#0 X 111/64"
l* 0
4" TES X
2 112'0 X IILOe
NOTE: USE STANDARD CUT WASHER FOR ALL BOLTS EXCEPT THOSE IN
HOLDOWN ANCHORS AND LEDGERS
WASHER SCHEDULE
STI)DET05
m
-41/6d MAX.
NOTES:
I. GORED HOLE & NOTCH SHALL NOT OCCUR IN SAME SECTION.
2, NOTCHES SMALL NOT OCCUR IN MIDDLE 1/3 OF SPAN.
3. BORED HOLE & NOTCH SHALL NOT OCCUR IN END 1/3 Of SPAN.
TYP, JOIST NOTCHING
NOTCH IN STUD
MAX,
90 BORED HOLE 40
NOTE: BORED HOLE
MIN. III NOTCH SHALL NOT
OCCUR IN SAMEMIN.
SKCITON
NON -BEARING BEARING
PARTITION PARTITION
TYP. STUD NOTCHING
STDOElle
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(TAILS PER SIMPSON M SIN X -
is
1KOONDWAVONS;
VaD.
3 X FRAMN 3 OR 11#0KER KDWAW FOR ALL pi," EDGE NAIUNGS AND SIT, pjAit, NAIL SN" BE STAG%=
WU W WIEW) - WX V Lft lit"A FOR 3 X SILL PLATE,
USE V LONO WNWW FOR 4 X SILL PLATE
-PML HE KFOK INSTALL W000 SM. (or LAO SCREW)
ANCNW I OLT (407) - REWIRED r MwWIW 9AOM01 *10 FOIDAISN FOGVWA
ROM 1. WILS FOR POW I AND SILL PLATE TO K C011kW NAIL
Z POW 5" 6001W AT PLYWOOD EQU
I HALLS AND STAN-1S SHALT. DRIVEN At ALL STUDS, PLATES, AND BLOW"
4, PROVIDE E09 NI LING TO SWO AND POSTS AT HOLDDOWN LOCATIONS,
& USE 2 X SlWS (,OJM-RR LACK) 9 16' all AT 9" WALLA W.ESS OTHERMSE NDTLO,
6- ALL AWN W 3 K"U APPROWO 2'W3116" DOENS PLATE WASHER IRM EONUT,
7. %JERE ANCHOR EL )LI$ M*W, PftM bfir SIX RAW 0* SOLIS 0% 6, Whwg Uftww (no# 45)4)
& I12" Cox Kwl SIMI. Be 5 FLY PLYWOOD.
9, INK SHALL BE i Will" 2 BOLTS KR PIECE Of WA WALL Opt ONE BOLT LOCATEO, NOT mDRE THAN 12 11100
OR I= THAT 5 1001, ES 00 EACH 06 OF TNN PIECE OF WM WALL
Lm
REVISIONS BY
� . P, 0�/09 10,5. j I.-
s33
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CHECKED
;FEB.
DATE
FEB-d"
SCALE:
�A$N' 7"
JOB NO
SHEET
SN-1
I
CERTIFICATE OF COMPLIANCE: RESIDENTIAL, JPaLe t of 3) CF-1R.
��=. i 1� Wit' fi""f �``. t---- ' �.•�'
Protect Tit a ..�te
Project A tress Building permii tf
or Computer)
Zone
Plan Check / pate
Field Check / Date
GENERAL N A' M ON
Total Conditioned Floor Area m t (_ 4- _ fti Average Ceiling Height: __ ft
Conditioned Slab Floor Area
Building Type: _P, . ,,. Single Family Addition
(check one or more) Multi -Family _ _ Existing -Plus -Addition
Front Orientation: _ _ _ � South / East / West / All Orientations
(input fount orientation in degrees from True North and circle one)
Number of Stories
Number of Dwelling Units: ,
Floor Construction Type: 3 laW aised F(rwr (circle one or both)
Required for this submittal_ w,•` yes —no
N
Component
Type
Frame Type
wd - wood
sit - steel
Cavity
Insulation
R-Value
Sheathing
insulation
R-Value
Total R-
Value
Assembly
U»Factor,
Location/Comments
(attic, garage, typical, etc.)
Wail ><
Wall
Roof
Roof
Floor
Slab Ede
- -
:
ir3. ,. t ){ , i rC7�1�i.S15f�1i1t3tUF+�AFht-i�itu3'�t•.wK.t�,,v�,sx�+.•xis•bus-z-....�,,......,....,,. - -
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Compliance Forms August 2001 A*2
M,A►NDATQItY MEASURES CHECKLIST: RESIDENTIAL Pa e 2 of 2 MF-1R.
Note: Lowrise residential buildings subject to the Standards must contain these mossurles regardless of the compliance approach used.
items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Cerdflcate of
Compliance. When this checklist is Incorporated Into the permit documents, the features noted shall be considered by all parties as
minimum component performance specifications for the mandatory measures whether they are shown elsewhere In the documents
or on this checklist only.
instructions: Check or initial applicable boxes when completed or enter N/A if not applicable.
DESCRIPTION
DESIGNER
ENFORCEMENT.
ace Couditionlint Witter neaNa and Plttmbtta f3 tern Mesasuress (continued) .
• § 0%ns). iDueu sad Fans
1. Ali dut.•un sad plenums fuurtsflad, Sealed and insulated to mast the mgquhimical of die 1998 CMC Sections 601,
603, 6o4, raid Standard tr3; duce insultod to a minimum installed level of it- 4.2 or enclosed entirely In
aanditiaaad space. opentago shalt be sealed with Mesita, dupe, aarosoJ Sodom, orodttnrduct•closum system
that moats the applicable requirements of UL 181, UL ISM or UL 1818, tfttuu#%or taps is used to not
opealitgs treater titan U4 it,* the combination of maatk and either mob or tape shall be used. Building
ow" Shall not be tined hreenveylitg oxindIdemod sit faints and seams ofduct systems and their
*ompo»ante shall sot be scaled with *lath back rubber WbWve duct tapes unless Such taps is toad in
combination with mastic sad drowbands. '
2. Building covid0s. Support plstformt{ for air handlers, and plenums defined or constructed with materials
cow than seated sheet motor, duct board or flexible duct Shall not be used for Conveying conditioned
air. Building avitles end support pladbmns may contain duals. Duets installed in cavities acid support
pratfamis WWI rat be otumpressed to coon mdu*tia»t to the aWS40010rwl area Of the diets,
3. toinu and Seems of duat systems and their components "I not be sealed with cloth back rubber
sdh I" duct tspos union such tape is oW in combination with matte and drawbands.
4. tixtaiust fitn systems but back drat or automatic dampers,
S. Gravity ventilating systems Serving conditioned spoes have either automatic or readily accessible,
1Y'►F�d mantel ofati>tima,
6. Protection of Insulation. insulation shall be protected from damage, including that due to Sunlight.
moisture, equipment maintenance. and wind but not limited to the fbitowing: Insulation exposed to
weather Shall be sultabli for outdoor service e,g,, protetttad by aluminum, $best motel, pointed canvas,
or plastic cover. Cellular foam insulation Shall be protected as above or painted with a costing that is
to—malm aftlie 1bg IN sm babilgen Lf b material.
$ 114: Pool sad spa Hosting System sad Equipment.
I . System is cetified with 70% thermal ofTiolency, *twoff Switch, weathoMm*f apomting itutnretions. no
aicowo resistanco heating and no pilot light.
2, System Ia Installed witht
a. At low W of pipe between filter and hooter for fhtum Salty 1"1149,
b. Cover for *utdour pools or owdoor Spas,
3. Pool system has dhoeii0ns! inters and a circulation pump time switch.
§ i 15: pas fired central nums as. pool heaters, Spa heaters Of household cooking appliances have an
coonti I il*t i t, a • No» tea a w tit i to < I o Btu/hr
§1 to (0. Cool itoal'maforial moot spaaiilod criteria
lui tea Metasaees:
.
§ I S0(k)i.: Lumitmires for Sonora! lighting In kitchens #half have IampS Within Offiglcy of 40 lumen#lwstt
or greater for patrol tighd»g in kitchens, MIS gonertlt fighting Shall be controlled by a switch our a rosdtly
ecaaafbla 4i ire oo»tat dal at sn a lranco to the kit n,
§ I50(k)2.: RoatU with a Slower Of bathtub mot have either at loan *net lumlitaire with tamp$ with an
officaoy of 40lumens(watt Of greater switched at the *mane,* to tom roam *r ON of the alternatives to this
»
requirement allowed in §1$Wk)2.t Stud incitaheCont moos$od coiling fixtures are IC (itutuiation cover)
vad.
Compliance Forms August 2001 A
,
CERTIFICATE OF COMPLIANCE: RESIDENTIAL. PaLc 2 ofCF-1R
L
o. o—s.
Project Title
Do
UVAC YST .
Nate: input hydronic or combined hydronic data under Water ideating Systems, except Design Healing load,
Distribution
Heating Equipment Minimum Type and
Duct or Heat Pump
Type (tomace, heat Efficiency Location
Piping; Thermostat Configuration
pume, etc. AFtJE or HSPF ducts attic etc.)
R-Value IXge s lit or acil c
-% £ »SA" ftTA,__ CAW tA:� .. _
Cooling Equipment Minimum Duct
.
Heat f'unip
Type (airconditiormr, Efficiency Location
Duct T'helmostat Configuration
►J
0 'Sealed Ducts (all climate zones)
(installer testing and certification and £#FRS rater field verification required)
1111 TXVs, readily accessible (climate zones 2 and 8-IS only)
(Installer testing and certification and HERS Rater or field verification squired)
i) Refrigerant Charge/Air Flow (climate zones 2 and 8• I5 only)
(installer testing and certification and HERS Rater or ficid verification required)
OR
Alternative to Sealed Ducts and TXVs (see Package C or D Alternative Package Features for Project Climate Zone)
Climate Zone Window SHGC Window U»Factor SEER Heatin
WATER. HEATING SYSTEMS
Energy' External
Rated' Tank Factor or Tank
Water Heater Distribution Number Input (kw Capacity Recovery Standby' Insulation `
Dog Beg in hilglu 29 plied jigqtlgig).'e °/a R-Val e
I. For small gas storage water beaters (rated inputs of foss than or equal to 75,000 Btutbr), electric resistance, and beat pump water heaters, list Energy
Factor. For large gas storage water heaters (rated input of greater than 75,000 BtWhr), list Rated Input, ftecovety Efficiency and Standby toss:
For instantaneous gas water heaters, list rated input and recovery efficiencies.
. Package C and D: TXVs, Sealed Ducts, Radiant
Barriers (see installation requirements for radiant barriers in Section 8.13 of the 200 1 Residential Marwal).
Package C: thermal, mass (thermal mass type, covering, thickness, and description).
Compliance Forms August 2001 A-3
,
MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page l of 2) MF-1R
Note: Lowrlse residential buildings subject to the Standards must contain those measures regardless of the compliance approach used.
items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of
Compliance, When this checklist is Incorporated Into the permit documents, the features noted shall be considered by all parties as
minimum component performance speciflcatians for the mandatory measures whether they are shown elsewhere in the documents
or on this checklist only.
Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable.
DESCRIPTION
DESIGNER
ENFORCEMENT
Building Envelope Measures:
+ §150(s): Minimum R=t 9 o:olling insulation.
III 500Y, Loose fill Insulation manufacturer's labeled R•Value.
+ g150(c): Minimum R-13 wall Insulation Inwood fmmod watts or equivatent U.Faator in metal #tame walls
Noogaz_agul to garior wig wells).
§t 50(d): Minimum R•I3 raised floor Insulation in framed floors.
8150(1) : Slab adge Insulation • water absorption too no greater than 0.3%, water vapor transmission rate no
raatat than 2. Mmllp2h,
# 119: Insulation specified or installed meets Insulation quality standards. Indicate typo and font.
116- t 7: Fenestration Products. Exterior Doors, and lnflitratlon/Exff itmtion Controls
1. Doors and windows between conditioned and unconditioned spaces designed to limit air toakagc.
2. Fenestration products (except field fabricated) have label with certified t ) Factor, certified Solar Heat
Gain Coefficient (SHOC), and Inffhretion certification.
3. Exterior doom and windows weatherstripped; all joints and penetrations caulked and scaled.
k 150(gy Vapor barriers mandatory in Climate Zones 14 and 16 only.
# 150(!): Special Infiltration, barrier Installed to comply with §d t meets Commission quality standards.
§ 150(o): Installation of Fireplaces, Decorative pat Appliances and pas Logs.
1. Masonry and fhatory�buill timplaces have:
a. Closeable metal or glass door
b. Outside air intake with damper and control
c. Flu* damper and control
2. No continuous burning gas pilot lights allowed.
S ace Conditionin , Water Heating and Plumbipj System Measures:
n
§ 110-§ t 13 HVAC equipment, water heaters, showerhoadS and fatcets oortificd by the Commission.
§ 150(h): Heating and/or coating leads calculated in aoaordanoo with ASHRAE. SMACNA or ACCA.
§ 150(i): Setback thermostat on all applicable besting and/or cooling systems.
§150Q): Pipe and tank insulation
1, Storage gas water heaters rated with an Energy Factor toss than 0,38 must be externally wrapped with
Insulation having an installed thermal resistance of R-t 2 or $motor.
2. First S foot of pipes closest to water boater tank, notwroolmulating systems. Insulated (R.4 or greater)
3. back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12
,
external insulation or R-16 combined intomallextemai insulation.
4. All burled or exposed piping Insulated In molrculating sections of hot water systems.
5. Cooling system piping below $50 F Insulated,
6. Piping insulated between hooting Source and Indirect hot water tank.
Compilance Forms August 2001 A-S
CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 3 o:"3) CF-1R
goo, 111;
Ct N ks.
Pa'tiiect Title
j
This cst'tificate of compliance lists the building features and performance specifications nee, led to comply with
Title 24, farts l and 6 of the California Coda of Regulations, and the administrative reguiati ms to implement
them. This certificate has been signed by the individual with overall design responsibility, "When this certificate
of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that
is varied is indicated in the Special Features/Remarks section. The undersigned recognize th it compliance using
duct staling and TXVs requires installer testing and certification and field verification by an approved HERS
rater.
Designer or Owner (per Business and Professions Code) Documentation Author
Name:
Name: ' AIP -` I (,
'l'itlr✓iritm:
��� o::
X
_.
'rltie/Finn: �� mil`.-���"� �'(? i l � ,`
Address:
Address:bto 0,
N,t.4,1'
d
d
retep one:
2 4 4..
feleplwne: 2 i 4- l ..
tat t
(date) --
Enforcement Agency
Agency:
'relephano: ,
(signature / stamp) (data)
Compliance Forms August 2001 A4
0
1
IN,
M