HomeMy WebLinkAbout029-141-010�IWTIW lt4w�#to- _ 11
04
BACHMAN
April 28, 1997
COUNTY OF BUTTE
Department of Building
7 County Center Drive
Oroville, CA 95965
RE: CAREFREE POOLS
Perry Roles
1228 Rice Avenue, Richvale, CA
ATTN: George Kellog
Dear George:
ASSOCIATES
I have directed Bill Bell of Carefree Pools to use 3 - #4 rebars in the bond
beam, and run the alternate bars to the bond beam, for the subject pool.
I have additionally directed Mr. Bell to thoroughly wet the existing soil prior
to placement of the gunite.
If I can be of further assistance in this matter, please do not hesitate to let
me know.
Very truly yours,
OL
C. W. BACHMAN
CWB: jb
ENGINEERING 0 SURVEYING •
3012 The Esplanade, Chico, California 95926
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PLANNING DESIGNING
• Telephone: (916) 342-4136
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GENERAL NOTES:
1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE ADOPTED EDITIONS
OF THE 2007 CBC, 2007 CMC
2007 CPC , THE 2007 CALIF. ELECT.
CODE AND 2005 CALIF. ENERGY STANDARDS.
2. DESIGNER SHALL APPROVE ADJUSTMENTS TO ANY PART OF THESE PLANS.
3. WRITTEN DIMENSIONS ARE TO BE USED: DO NOT SCALE THESE DRAWINGS
4. SPECIFIC INFORMATION ON THE DRAWINGS DIFFERING FROM THESE NOTES SHALL
APPLY.
5. THE CONTRACTOR SHALL VERIFY SITE CONDITIONS, AND THERE CORRELATION WITH
THE DRAWINGS AND SHALL NOTIFY COUNTY OR DESIGNER OF ANY INCONSISTENCIES
OR DISCREPANCIES PRIOR TO THE BEGINNING OF CONSTRUCTION.
6. IN THE EVENT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN .ON
THE DRAWINGS ON THE DRAWINGS OR CALLED FOR IN SPECIFICATIONS THEN THEIR
CONSTRUCTION SHALL BE THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE'
SHOWN OR CALLED FOR AND SHALL BE APPROVED BY THE DESIGNER.
7. THE DRAWINGS REPRESENT THE FINISHED STRUCTURE UNLESS OTHERWISE INDICATED
THEY DO NOT INDICATE THE .METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE
ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE WORKMEN AND OTHER PERSONS
DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO: BRACING,
SHORING FOR CONSTRUCTION EQUIPMENT, SHORING FOR THE BUILDING, FORMS, .AND SCAFFOLDING.
8. ALL SITE WORK AND GRADING SHALL BE DONE IN COMPLIANCE WITH THE DRAWINGS, WHERE
SHOWN ON DRAWINGS, 'ELEVATIONS, LOCATIONS OF STEPS IN FOUNDATION, AND: HEIGHTS• OF
FOUNDATION WALLS SHALL BE VERIFIED .TO SUIT ACTUAL. PROPOSED; AND. EXISTING .. CONDITIONS.
9. FINISH GRADE AND FINISH FLOOR ELEVATIONS TO BE PER SITE PLAN'.
10. DRAINAGE AROUND ALL STRUCTURES IS TO BE AWAY FROM BUILDINGS AT 1/40 PER FOOT
SLOPE FOR MINIMUM OF 4'-0" SWALE AS REQUIRED.
11. DIMENSIONS NOTED CLEAR OR CLR ARE MINIMUM REQUIRED 'DIMENSIONS AND MUST BE
ACCURATELY MAINTAINED.
12. ALL DIMENSIONS ARE TO BE FACE OF STUD, FACE OF CONCRETE, OR FACE OF MASONRY,
UNLESS OTHERWISE NOTED.
13. CONSTRUCTION SHALL IN NO CASE DEVIATE FROM 'THE DESIGN'. SHOWN' WITHOUT EXPRESS'
WRITTEN PERMISSION OF THE DESIGNER AND OR LOCAL BUILDING. OFFICIAL.
NOTCHING / BORING IN .WOOD MEMBERS
1. BORED HOLES IN BEARING WALL STUDS SHALL NOT EXCEED 40x OF THE STUD WIDTH
HOLES IN NON BEARING WALL STUDS SHALL NOT EXCEED 60% OF THE STUD WIDTH. IN NO
CASE SHALL THE EDGE OF A BORED HOLE BE NEARER THAN 5/8" TO THE EDGE OF A STUD
HOLES SHALL NOT BE LOCATED IN ANY STUD AT A SECTION AT A SECTION WITH A CUT
OR A NOTCH
2. NOTCHES ON THE ENDS OF JOISTS SHALL NOT EXCEED ONE FOURTH OF THE JOIST
DEPTH HOLE DRILLED IN JOISTS SHALL NOT BE WITHIN 2" OF THE TOP OR THE BOTTOM
OF THE JOIST. AND THE DIAMETER OF ANY HOLE SHALL NOT EXCEED 1/3 THE DEPTH
OF THE JOIST NOTCHES IN THE TOP OR BOTTOM OF THE JOIST SHALL NOT EXCEED 1/6
THE DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE JOIST SPAN
3. NOTCHING IN EXTERIOR WALLS AND BEARING PARTITIONS SHALL NOT EXCEED 25% OF THE
STUD WIDTH. CUTTING OR NOTCHING OF STUDS IN NON BEARING PARTITIONS SHALL NOT
EXCEED 40% OF THE STUD WIDTH.
PLYWOOD NOTES
1. GENERAL PROVISIONS
A: IDENTIFICATION REQUIREMENTS EACH PANEL SHALL BE IDENTIFIED WITH THE APPROPRIATE
TRADEMARK OF THE AMERICAN PLYWOOD ASSOC., AND SHALL MEET THE REQUIREMENTS
OF THE LATEST EDITION OF THE U.S. PRODUCT STANDARD PS -1 OR ONE OF APA'S
PERFORMANCE STANDARDS.
B: PANEL THICKNESS, GRADE AND GROUP NUMBER OR SPAN RATING SHALL BE AT LEAST
EQUAL TO THAT SHOWN ON THE DRAWING. APPLICATIONS SHALL BE IN ACCORDANCE
WITH RECOMMENDATIONS AO THE AMERICAN PLYWOOD ASSOC.
C: NAILS AT PLYWOOD PANELS; SHALL HAVE 3/8" EDGE DISTANCE AND NAIL HEADS
SHALL NOT PENETRATE THE FACE OF THE PLYWOOD
D: PLYWOOD PANELS SHALL BUTT AT CENTERLINE OF SINGLE SUPPORTING MEMBER.
WITH EDGE NAILING FROM EACH PANEL INTO THAT MEMBER.
E: NO PIECE OF PLYWOOD, FLOOR, OR WALL SHEATHING SHALL BE LESS THAN 3/8"
THICKNESS
2. ROOF SHEETING
A. PANEL ROOF SHEETING SHALL HAVE 1/2" CDX OR 5/8" CDX APA SHEETING EXP (1)
SEE PLANS. INSTALL WITH THE LONG DIMENSION OF THE PANEL ACROSS THE
SUPPORTS EXCEPT WHERE NOTED AND WITH PANEL CONTINUOUS OVER TWO OR MORE
SPANS ALLOW 1/8" SPACING AT PANEL ENDS AND 1/4" SPACING AT PANEL EDGES
NAIL WITH 8d NAILS ® 6"/12" O.C.
3. SUB FLOORING
A. PANEL SUB FLOORING SHALL BE 3/4" CDX APA RATED STURD-1 FLOOR EXP (1)
UNLESS OTHERWISE NOTED ON THE PLANS. INSTALL WITH LONG DIMENSION OF THE
PANEL ACROSS THE SUPPORTS, EXCEPT WHERE NOTED AND WITH PANEL CONTINUOUS
OVER TWO OR MORE SPANS ALLOW 1/8" SPACING AT PANEL ENDS AND 1/8"
SPACING AT PANEL EDGES GLUE AND NAIL ATOP FLOOR JOISTS WITH 10d RING
SHANK NAILS ® 6,10 O.C. GLUE SHALL MEET APA SPECIFICATION.
4. SHEARWALLS
A. PANEL WALL SHEETING SHALL BE 3/8" APA RATED SHEETING EXP (1) OR 5/8" T-111
PLYWOOD PANEL SIDING (SEE PLANS) NAIL PER PLANS
BRICK VENEER
1. PROVIDE HORIZONTAL NO. 9 GA WIRE IN BED JOINTS AT 18" O.C. PROVIDE 22 GA. x
3/4" TIES AT 16" O.C. AT BED JOINTS CONTAINING NO. 9 GA. WIRE, ANCHOR TIES SHALL
.HOOK AROUND NO. 9 GA. WIRE NO. 9 GA. JOINT REINFORCEMENT SHALL BE
`CONTINUOUS WITH BUTT SPLICES BETWEEN TIES PERMiTFED'''.
STAIR NOTES
1. ALL STAIRWAYS SHALL HAVE A MINIMUM FINISHED WIDTH OF 36" THE MAXIMUM RISE
SHALL BE 7 3/4" AND MINIMUM TREAD RUN SHALL BE 11 "
2. HANDRAILS MAY PROJECT INTO THE REQUIRED STAIRWAY WIDTH A DISTANCE OF 3 -1/2 --
ON EACH SIDE. STRINGERS AND OTHER PROJECTIONS SUCH AS TRIM AND SIMILAR
DECORATIVE FINISH ITEMS MAY PROJECT INTO THE REQUIRED WIDTH 1-1/2- ON EACH SIDE.
3. LANDINGS SHALL HAVE A DIMENSION IN THE DIRECTION OF TRAVEL NO LESS THAN THE WIDTH OF
THE STAIRWAY.
4. HANDRAILS SHALL BE PROVIDED AT ALL STAIRWAYS THEY SHALL BE PLACED NOT LESS
THAN 34" NOR MORE THAN 38" ABOVE THE NOSING OF THE TREADS RAILS SHALL BE
CONTINUOUS THE FULL LENGTH OF THE STAIRS ENDS SHALL BE RETURNED OR SHALL
TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS THE HANDGRIP PORTION OF RAILS SHALL
NOT BE LESS THAN 1-1/4- NOR MORE THAN 2" IN CROSS SECTION DIMENSION OR USE
A SHAPE THAT WILL PROVIDE AN EQUIVALENT GRIPPING SURFACE HANDRAILS PROJECTING
FROM A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2" BETWEEN THE WALL AND
THE HANDRAIL
5. ALL STAIRWAYS SHALL HAVE A FINISHED HEAD CLEARANCE DIMENSION OF NOT LESS
THAN 6'-8" MEASURED VERTICALLY FROM A TANGENT LINE AT THE TREAD NOSING
ELECTRICAL
1. CONSULT LOCAL UTILITY COMPANY BEFORE INSTALLING MAIN ELECTRICAL PANEL. VERIFY
SIZE AND LOCATION OF PANEL PRIOR TO STARTING CONSTRUCTION.
2. SMOKE DETECTORS SHALL BE 110 V AND INTER CONNECTED. LOCATE AT LEAST ONE
SMOKE DETECTOR AT EACH FLOOR. PROVIDE A DETECTOR IN EACH SLEEPING ROOM
HALLWAY TOP OF STAIRS AND AT ,AREAS ADJACENT TO HALLS THAT HAVE A CEILING INCREASE
OF 24" OR MORE. SMOKE ALARM MUST BE AUDIBLE IN ALL SLEEPING ROOMS. PROVIDE
BATTERY BACK UP PER UBC 310.91.3
CONCRETE NOTES
1. ALL CONCRETE SHALL BE 5 SACK TRANSIT MIX WITH A MINIMUM COMPRESSIVE STRENGTH
AT 28 DAYS OF 2500 PSI AND A MAXIMUM SLUMP OF 4"
2. CONSTRUCTION JOINTS SHALL BE PREPARED TO EXPOSE CLEAN SOLIDLY EMBEDDED
AGGREGATE OVER THE ENTIRE JOINT INTERFACE.
3. PLACEMENT OF PIPES CONDUITS OR OTHER EMBEDDED ITEMS IN THE CONCRETE SHALL
BE IN ACCORDANCE WITH THESE DRAWINGS.
4. CONTRACTION JOINTS IN SLABS SHALL BE SO PLACED THAT THE MAXIMUM DIMENSION
AND AREA OF ANY SECTION DO NOT EXCEED 30 FEET AND 600 SQUARE FEET
4. STRUCTURAL STEEL SHAPES TUBES AND PIPES EMBEDDED IN CONCRETE SHALL HAVE A
MINIIMUM OF 3" CONCRETE COVER
GLAZING NOTES
1. WHERE WINDOWS ARE PROVIDED AS A MEANS OF EGRESS OR RESCUE THEY SHALL HAVE.
* A FINISHED SILL HEIGHT NOT MORE THAN 44" ABOVE THE FLOOR
* A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET
* THE MINIMUM NET .CLEAR OPENING HEIGHT DIMENSIONS SHALL BE 24". THE MINIMUM
NET CLEAR OPENING WIDTH DIMENSIONS SHALL BE 20"
2. SAFETY GLAZING SHALL BE PROVIDED IN AREAS SUBJECT TO HUMAN IMPACT. SUCH
LOCATIONS. ARE.
* GLASS SLIDING DOORS AND FRENCH DOORS
* GLAZING LOCATED WITHIN 24" OF DOORS (24" ARC)
* GLAZING LOCATED WITHIN 18" OF FINISHED FLOOR OR WALKING ' SURFACE WITHIN 36"
OF SUCH SURFACE
* WARDDROBE DOORS
* SHOWER AND BATHTUB DOOR AND ENCLOSURES
* WINDOWS WITHIN BATH AND SHOWER AREAS
NAILING SCHEDULE
CONNECTION
FASTENIN
LOCATION
L Joist to sill or girder
3 - 84 common (2"/2" x 0.131")
(see Section 2308.10.4.1, Table 2308.10.4.1)
3 - 3" x 0.131" nails
toenail
3 - 3' 14 gage staples
-70.131")
O
2. Bridging to Joist
2. 8d common (2 /2 "
d
18. Celling joists to parallel rafters
2 - 3" x 0.131" nails
toenail each end
(see Section 2308.10.4.1, Table 2308.10.4.1)
2.3" 14 gage staples
face nail
3. 1"x 6" subfloor or less to each joist
2. 8d common (2L/2" x 0.131")
face nail
4. Wider than i" x 6" subfloor to each Joist
2 - 8d common (2'/1" x 0.131")
face nail
5. 21' subfloor to Joist or blocking .
2.16d common (31/2" x 0.162")
blind and face nail
6. Sole plate to joist or blocking
16d (3/2* x 0.1351 at 16" o.c.
toenail
tty
3" x 0.131" nails at 8" O.C.
typical face nail
20. 1" diagonal brace to each stud and plate
3" 14 gage staples at 12" o.c.
Sole plate tQ Joist or blocking at bracec
3.16d (31/2" x 0.135") at 16"
face nail
wall panel
4 - 3" x 0.131" nails at 16"
braced wall panels
21. 1" x 8" sheathing to each bearing
4 - 3" 14 gage staples per 16"
face nail
7. Top plate to stud
2 -16d common (3112" x 0.162")
face nail
23. Built-up corner studs
3 - 3" x 0.131" nails
end nail
3 - 3" 14 gage staples
16" o.c.
8. Stud to sole plate
4 - 8d common (2112" x 0.131")
16" o.c.
24. Built-up girder and beams
4 - 3" x 0.131 nails
toenail
3 - 3" 14 gage staples
staggered on opposite sides
2 -16d common (31/2 x 0.1620)
3 - 3" x 0.131" nails
end nail
3 - 3" 14 gage staples
each splice
9. Double studs
16d (31/2" x 0.135") at 24" o.c.
25. 2" planks
3" x 0.131" nail at 8" o.c.
face nail
26. Collar tie to rafter
3" 14 gage staples at 8" o.c.
10. Double to plates
16d (3'/2" x 0.135") at 16" o.c.
face nail
3" x 0.131" nail at 12" o.c.
typical face nail
27. Jack rafter to hip
3" 14 gage staples at 12" o.c.
Double to plates
8 -16tj common (31%2" x 0.162")
toenail
12 - 3" x 0.131" nails
lap splice
12 - 3" 14 gage staples
11. Blocking between joists or rafters tc
3 - 8d common (2"/1" x 0.131")
face nail
top -plate
3 - 3" x 0.131" nails
toenail
28. Roof raker to 2 -by ridge beam
3 - 3" 14 gage staples
12. Rim joist r070-0 plate
8d (2"/2" x 0.131") at 6" o.c.
toenail
3" x 0.131" nail at 6" o.c.
toenail
3" 14 gage staple at 6" o.c.
13. To plates, laps and intersections
2 -16d common (34/2" x 0.135")
face nail
3 - 3' x 0.131" nails
face nail
29. Joist to band joist
3 - 3" 14 gage staples
14. Continuous header, two pieces
16d common (31/2" x 0.162")
16" o.c. along edge
15. Ceiling joists to plate
3 - 8d common (2"/2" x 0.131")
"
S - 3" x 0.131" nails
toenail
5 - 3' 14 gage staples
face nail
16. Continuous header to stud 14
- 8d common (21/2" x 0.131") Itoenail
For Si: 1 Inch = 25.4 mm.
a. Common or box nails are permitted to be used except where otherwise stated
b. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where spans are 4:
Inches or more. For nailing of wood structural panel and particleboard diephrams and shear wails, refer to Section 2305. Nail
for wall sheathing are permitted to be common, box or casing
c. Common or deformed shank (6d - 2" x 0.113"; 8d - 21/2" x 0.131";10d - 3" x 0.148").
d. Common (6d - 2" x 0.113"; Sd - 21/2" x 0.131";10d - 3" x 0.148").
a. Deformed shank (6d - 2" x 0.113"; 8d - 2112" x 0.131"; 10d - 3" x 0.148").
f. Corrosion -resistant siding (6d -1'/s" x 0.106"; 8d - 2 ;/e" x 0.128") or casing (6d - 2" x 0.099"; 8d - 21/2" x 0.113") nail.
g. Fasteners spaced 3 Inches on center at exterior edges and 6 inches on center at intermediate supports, when used as structur.
sheathing. Spacing shall be 6 Inches on center on the edge and 12 inches on center at intermediate supports foi
non structural applications.
h. Corrosion -resistant roofing nails with'/i64nch-diameter head and 11/1 -inch length for 1/2 -Inch sheathing and 13/, -inch length
for 27/32 -inch sheathing.
I. Corrosion -resistant staples with normal'/16-inch crown and 11/6 -inch length for 1/2 -inch sheathing and 11/1 -inch length for
2S/32 -inch sheathing. Panel supports at 16 inches (20 inches if strength axis in the long direction of the panel, unies
otherwise marked.
I. Casing (11/1" x 0.080") or finish (11/2" x 0.072") nails spaced 6 inches on panel edges, 12 inches at intermediate supports
k. Panel supports at 24 inches. Casing or finish nails spaced 6 Inches on panel edges, 12 Inches at intermediate supports
I. For roof sheathing applications, 8d nails (21/2" x 0.113") are the minimum required for wood structural panels
m. Staples shall have a minimum crown width of/,,, Inch.
n. For roof sheathing applications, fastenters spaced 4 inches on center at edges, 8 Inches at Intermediate supports
o. Fasteners spaced 4 Inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 Inche
on center at edges, 6 Inches at intermediate supports for roof sheathing
p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports
UNDERFLOOR VENTILATION
1. PROVIDE 6X14 GALVANIZED VENTS AT THE UNDERFLOOR AREA FOR VENTILATION. PROVIDE
VENTS SUCH THAT THE MINIMUM AREA PROVIDED IS 1/150 OF THE VENTILATED AREA
'DISTRIBUTE VENTS EVENLY AND LOCATE VENTS AS NEAR TO CORNERS AS PIRATICAL.
ATTIC VENTILATION
1. THE NET FREE VENTILATING AREA SHALL BE 11300 OF THE AREA OF THE VENTILATED
SPACE PROVIDED AT LEAST 50% OF THE REQUIRED VENT AREA IS PROVIDED BY ROOF
VENTS LOCATED AT LEAST 3' ABOVE THE EAVE VENTS WITH THE BALANCE OF THE REQUIRED
VENTILATION PROVIDED BY THE EAVE VENTS.
CONNECTION
FASTE"
LOCATION
17. Ceiling joists, laps over partitions
3 -16d common (V/2" x 0.162") minimum
(see Section 2308.10.4.1, Table 2308.10.4.1)
Table 2308.10.4.1
face nail
4- 3" x 0.131" nails
O
�
4 - 3" 14 gage staples
d
18. Celling joists to parallel rafters
3 -16d common (V/2" x0.162") minimum
�►
(see Section 2308.10.4.1, Table 2308.10.4.1)
Table 2308.10.4.1
face nail
4 - 3" x 0.131" nails
4 - 3" 14 gage staples
19. Rafter to plate
3 - 8d common (2/2" x 0.131")
(see Section 2308.10.4.1, Table 2308.10.4.1)
3 - 3" x 0.131" nails
toenail
tty
3 - 3" 14 gage staples
20. 1" diagonal brace to each stud and plate
2 - 8d common (2 /2' x 0.1311
2.3" x 0.131" nails
face nail
3 - 3" 14 gage staples
a
21. 1" x 8" sheathing to each bearing
3.8d common (2 /2° x 0.131")
face nail
22. Wider than 1" x B" sheating to each bearing
3 - 8d common (2"/2" x 0.131")
face nail
23. Built-up corner studs
16d common (V/2" x 0.162")
24" o.c.
3" x 0.131" nails
16" o.c.
3" 14 gage staples
16" o.c.
24. Built-up girder and beams
20d common (4" x 0.192") 32" o.c.
face nail at top and bottom
3" x 0.131" nails at 24" o.c.
staggered on opposite sides
3" 14 gage staples at 24" o.c.
2 - 20d common (4" x 0.192")
face nail at ends and at
3 - 3" x 0.131" nails
each splice
3 -'30 14 gage staples
25. 2" planks
16d common (3'/z" x 0.162")
at each bearing
26. Collar tie to rafter
3 -10d common (3" x 0.148")
4.3" x 0131" nails
face nail
4 - 3" 14 gage staples
27. Jack rafter to hip
3 -10d common (3" x 0.148")
4 - 3" x 0.131" nails
toenail
4 - 3" 14 gage staples
2 -16d common (3/.2"x0.162')
3 - 3" x 0.131" nails
face nail
3 - 3" 14 gage staples
28. Roof raker to 2 -by ridge beam
2 -16d common (3/2* x 0.162")
3 - 3" x 0.131" nails
toenail
3 - 3" 14 gage staples
2 -16d common (31/2" x 0.162")
3 - 3" x 0.131" nails
face nail
3 - 3" 14 gage staples
29. Joist to band joist
3 -16d common (3"/2* x 0.162")
4 - 3" x 0.131" nails
face nail
4.3" 14 gage staples
30. Ledger strip
3 -16d common (31/2" x 0.162") minimum
4 - 3" x 0.131" nails
face nail
4 - 3" 14 gage staples
31. Wood structural panels and particleboard'
4 - 3" 14 gage staples
Subfloor, roof and well sheathing (to framing)
1/2" and less 6dg1
2'/a" x 0.113" nail"
1'/4" 16 gage"
19/32" to '/4" 8d° or 6d'
2 9/$"x 0.113" nail°
2" 16 gage°
I/$" to i" 8dL
1 %" to 11/4" 10d' or Be
Single Floor (combination subfloor-underlayment
'/4* and less 6d
to framing)
'/e" to 1" 8d"
11/e' to 11/4" 10? or 8d"
32. Panel siding (to framing)
1/2" or less 6d1
S/d" 8G
33. Fiberboard sheathinle
1/2" No. 11 gage roofing nail'
6d common nail (2"x 0.113")
No. 16 gage stapie�
IS/12" No. it gage roofing nalP
8d common nail (21/2" x 0.113")
No. 16 gage staple
34. Interior paneling
1/4" 4t/
3/p" 6dx
MASONRY
1. MASONRY UNITS SHALL BE GRADE N, F'M=1500 PSI CONFORMING TO THE
REQUIREMENTS OF ASTM -90 AND THE C.B.C. U.N.O.
2. • MORTAR SHALL BE TYPE S AS DESIGNATED AND THE CALIF. BUILDING CODE
3. GROUT SHALL BE .COARSE GROUT AS DESIGNATED BY THE C.B.C. AND SHALL DEVELOPE
A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS
5. BLOCKS SHALL BE LAID IN RUNNING BOND UNLESS NOTED OTHERWISE.
6. SPECIAL INSPECTION PER UBC CHAPTER 17 SHALL NOT BE REQUIRED FOR THE WORK
ON THIS PROJECT
REINFORCING STEEL
1.. REINFORCING STEEL TO CONFORM TO ASTM A615 AND BE INTERMEDIATE GRADE DEFORMED
BARS- TYPE N GRADE 40
2. WELDED STEEL WIRE MESH SHALL BE 6"x6" W1.4xW 1.4 WWM AND SHALL CONFORM TO
THE REQUIREMENTS OF ASTM A185
3. UNLESS NOTED REINFORCEMENT BARS TO BE LAPPED MINIMUM 40 BAR DIAMETERS
4, BENDS IN REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI 318-89
5. ALL DIMENSIONS SHOWN FOR LOCATIONS OFREINFORCING STEEL ARE10 TO FACE OF BAR
AND DENOTE CLEAR ' COVERAGE. UNLESS . SPECIFICALLY NOTED OTHERWISE CONCRETE SHALL
BE 3" 'WHERE CONCRETE IS PO ED DIRECTLY AGAINST EARTH AND 2" WHERE CONCRETE
IS -EXPOSED TO EARTH BUT is AGAINST FORMS SLABS ON GRADE SHALL HAVE REINFORCING
AT MID DEPTH U -0-N.
6. SPLICES IN CONTINUOUS REINFORCING SHALL HAVE A LAP OF. 40 BAR DIAMETERS
MINIMUM IN CONCRETE CONSTRUCTION EXCEPT WHERE SHOWN OTHERWISE. HORIZONTAL
LAPS IN ADJACENT BARS SHALL BE STAGGERED 5'-0" MINIMUM. VERTICAL BARS SHALL
BE ONE PIECE STAGGERED
ROUGH CARPENTRY
1. IN ADDITION TO OPERATIONS NORMAL . TO THE FABRICATION AND ERECTION
INDICATED ON THE DRAWINGS INSTALL WOOD BLOCKING AND BACKING REQUIRED FOR THE
WORK OF OTHER TRADES
2. INSTALL BLOCKING AS REQUIRED TO SUPPORT FINISH HARDWARE SUCH AS TOWEL BARS
MEDICINE CABINETS LIGHTS ETC. INSTALL FIRE STOPPING TO CUT OFF ALL CONCEALED
DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE BARRIER
BETWEEN STORIES AND BETWEEN TOP STORY AND ROOF SPACE. IT SHALL BE USED
IN SPECIFIC LOCATIONS AS FOLLOWS.
r * IN INTERIOR OR EXTERIOR. STUD WALLS AT CEILING ANDFLOOR LEVELS
* IN ALL .STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES SO PLACED THAT
THE MAXIMUM DISTANCE OF ANY CONCEALED SPACE IS NOT OVER 10'--0"
* AROUND TOP AND BOTTOM SIDES AND ENDS OF SLIDING DOOR POCKETS
* IN SPACES BETWEEN CHIMNEYS AND WOOD 'FRAMING, LOOSE NON COMBUSTIBLE
SUPPORTS OR A METAL COLLAR TIGHTLY FITTED TO THE CHIMNEY AND NAILED TO
THE WOOD FRAMING SHALL BE USED
* ANY OTHER LOCATIONS NOT SPECIFICALLY MENTIONED ABOVE SUCH AS HOLES FOR `
PIPES SHAFTING BEHIND FURRING STRIPS AND SIMILAR PLACES WHICH COULD
AFFORD A PASSAGE FOR FLAMES
3. STRUCTURAL FRAMING SHALL BE OF THE GRADES AND SPECIES INDICATED OR BETTER
(WWPA GRADING RULES) SEE PLANS FOR MORE SPECIFIC INFORMATION:
A 2x JOIST AMD RAFTERS DF NO 2
B POSTS IN WALL FRAMING MATCH WALL FRAMING
C 4X HEADERS DF NO 2
D 6X HEADERS DF NO 2
E STUDS AND SILL PLATES SEE PLANS
F BLOCKING AND FURRING HF STD AND BTR
G SILLS ON CONCRETE' PTDF
H MISC. FRAMING NOT NOTED DF NO 2
4. WOOD SILLS FOR _BEARING AND SHEATHED WALLS BEARING ON MASONRY OR CONCRETE
SHALL BE BOLTED WITH 5/8" DIA ANCHOR BOLT WITH 7" EMBED. BOLTS ,AT 6'-0" O.C.
MAXIMUM SPACING AND WITHIN 12" OF EACH END OF EACH PIECE. EACH SILL SHALL
RECEIVE AT LEAST TWO BOLTS THIS INFORMATION WILL GOVERN UNLESS MORE STRINGENT
CRITERIA IS INDICATED ON PLANS.
5. BOLT HOLES IN WOOD OR STEEL SHALL. BE 1/16" LARGER THAN BOLTS
6. ALL NUTS SHALL BE TIGHTENED WHEN PLACED AND RETIGHTENED PRIOR TO APPLICATION
OF FINISH OR AT COMPLETION OF JOB.
7. 3x3x3/16" WASHERS SHALL BE PROVIDED UNDER THE HEADS AND NUTS OF ALL
BOLTS ' BEARING ON WOOD
8. FRAMING HARDWARE SHALL BE .SIMPSON STRONG TIE OR APPROVED EQUAL WITH
CONNECTORS AS SPECIFIED IN CATALOG NO.C97 INSTALL CONNECTORS WITH NAILS AND OR
BOLTS AS INDICATED IN THE CATALOG
9. WALL TOP PLATES SHALL HAVE JOINTS AT A STUD CENTERLINE. END JOINTS IN DOUBLE
TOP PLATES.SHALL BE OFFSET NO LESS THAN 48".
NAILS FOR STRUCTURAL CONNECTIONS SHALL BE GALVANIZED SINKERS U.O.N.
11. NAIL HOLES SHALL HAVE A PILOT HOLE WHERE NECESSARY TO PREVENT SPLITTING OF
WOOD
12. CRIPPLE WALLS WHICH HAVE STUD LENGTHS OF LESS THAN 14" SHALL BE FRAMED WITH
SOLID BLOCKING OR BRACED WITH 3/8" PLYWOOD SHEETING NAILED TO THE TOP PLATE
STUDS AND SILL
13. ALL OPENINGS IN EXTERIOR WALLS AND INTERIOR BEARING PARTITIONS EXCEEDING
8'-0" SHALL HAVE DOUBLE TRIMMERS.
14: INTERIOR NON BEARING WALLS ON SLABS SHALL BE ATTACHED WITH APPROVED POWDER
DRIVEN FASTENERS THROUGH THE SILL PLATE ® 32" O.C.
15. MINIMUM CLEARANCE BETWEEN BOTTOM OF FLOOR JOISTS AND EARTH SHALL BE 18"
MIN. CLEARANCES BETWEEN BOTTOM OF GIRDERS AND EARTH IS MIN OF 12-
16. ALL FOUNDATION PLATES SILLS .AND.- SLEEPERS ON CONCRETE OR MASONRY WHICH IS
A DIRECT CONTACT WITH EARTH ANDLL.S THAT REST DIRECTLY ON CONCRETE AND MASONRY
FOUNDATIONS SHALL BE TREATED WOO, OF FOUNDATION GRADE REDWOOD MARKED
OR BRANDED BY THE PROPER AGENCY. NOTE THAT THE USE OF FG REDWOOD MAY BE
PROHIBITED IN CERTAIN ENGINEERED CONSTRUCTION.
17. FOR RAISED WOOD FLOORS PROVIDE AT LEAST ONE FOUNDATION ACCESS AT LEAST 20'
OF -PLUMBING CLEANOUT. ACCESS OPENING SHALL NOT BE LESS THAN 24"08" IN SIZE
COMBUSTION AIR VENTS
1. APPLIANCES LOCATED WITHIN CONFINED SPACES: THE CONFINED SPACE SHALL BE PROVIDED
WITH OPENINGS WITH A FREE AREA OF AT LEAST 1 SQUARE INCH PER FOOT 1000 BTU/H
OF THE TOTAL INPUT RATING OF ALL THE APPLIANCES WITHIN THE ENCLOSURES, FREELY '
COMMUNICATING WITH ,AREAS WHICH HAVE ADEQUATE INFILTRATION FROM THE OUTSIDE
APPROXIMATELY ONE `HALF OF THE REQUIRED COMBUSTION AIR OPENING SHALL BE LOCATED
WITHIN THE UPPER 12" OF THE "ENCLOSURES. THE MINIMUM FREE AREA OF BOTH THE
UPPER AND LOWER COMBUSTION AIR OPENINGS SHALL BE NOT LESS THAN 100 SQUARE
INCHES EACH
FIREPLACE WOODSTOVE NOTES
1. INSTALL FACTORY BUILT FIREPLACES AND OR WOODSTOVE IN STRICT ACCORDANCE WITH
THE TERMS OF THEIR LISTINGS AND THE MANUFACTURES INSTRUCTIONS
2. FACTORY BUILT CHIMNEYS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE TERMS
OF THEIR LISTING AND THE MANUFACTURER'S INSTRUCTIONS.
3. ALL CHIMNEYS SHALL HAVE APPROVED DAMPERS
4. ALL SOLID FUEL CHIMNEYS SHALL EXTEND 2'-0" MINIMUM ABOVE THE HIGHEST POINT
ON THE ROOF WITHIN A 10 -FOOT RADIUS OF THE CHIMNEY ALL SOLID FUEL CHIMNEYS SHALL,
HAVE AN APPROVED SPARK ARRESTOR
NOTE: SPECIFICATION FOR STRUCTURAL MATERIALS NOTED
IN "GENERAL STRUCTURAL NOTES" ON SHEET I - HAVE
PREFERENCES OVER THOSE NOTED ON THIS SHEET.
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GENERAL STRUCTURAL NOTES
1. THE CONTRACTOR SHALL REVIEW ALL SHEETS OF PLANS AND VERIFY ALL DIMENSIONS
AND CONDITIONS AT THE JOB SITE PRIOR TO STARTING OF CONSTRUCTION ( ANY
EXCAVATION FOR FOUNDATIONS) AND THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY
DISCREPANCIES WITH ANY WORK SO INVOLVED.
I ALL PHASES OF WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST
APPLICABLE EDITION OF THE CALIFORNIA BUILDING CODE, AS REQUIRED FOR
CONVENTIONAL LIGHT -FRAME CONSTRUCTION, EXCEPT WHERE MORE STRINGENT
REQUIREMENTS ARE SPECIFICALLY NOTED ON PLANS.
3. DETAILS OF CONSTRUCTION NOT FULLY SHOWN ON PLANS SHALL BE OF THE SAME NATURE
AS THOSE SHOWN FOR SPAR AR CONDITIONS.
4. TT IS THE CONTRACTOR'S RESPONSIBI[.TTY TO COMPLY WITH THE PERTINENT SECTIONS OF
THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIA AND ALL OSHA
REQUIREMENTS, AS THEY APPLY TO THIS PROJECT. THE DESIGN ENGINEER AND THE OWNER
DO NOT ACCEPT ANY RESPONS113R Y FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH
THESE REQUIREMENTS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF
ALL FORMS, BRACINGS AND SHORING REQUIRED FOR CONSTRUCTION.
6. THESE PLANS ARE NOT COMPI ETE WITHOUT THE STAMP AND WET SIGNATURE OF THE DESIGN
ENGINEER, VERIFYING ENGINEERED PORTIONS OF THE STRUCTURE, AND WITHOUT REVIEW AND
AN APPROVAL OF THE LOCAL BUILDING OFFICIAL.
7. FOUNDATION DESIGN IS BASED ON ALLOWABLE SOIL BEARING PRESSURE OF 1000 PSF
( NO SOILS REPORT).
8. ALL SAWN STRUCTURAL MEMBERS AND THEIR FASTENING SHALL AND ASSUMED TO CONFORM
TO CBC AND SHALL BE OF MINIMUM GRADES AS FOLLOWS, UNLESS NOTED OTHERWISE (U.N.O.):
2x & 4x MEMBERS - D. F. NO. 2 EXCEPT
NON BEARING 2x STUDS 1I: PLATES, 2x BLOCKINGS - D. F. STUD GRADE
6x MEMBERS - D. F. NO. 1
9. LAMINATED VENEER LUMBER SHALL BE OF MNWUM GRADE AS NOTED ON PLANS, AND
AS MANUFACTURED BY WEYERHAEUSER ( ICC REPORT NO. ESR -1387 ATTACHED) OR AS
MANUFACTURED BY LOUISIANA PACIFIC CORP. ( ICC REPORT NO. NER-1254) OR APPROVED EQUAL.
10. MANUFACTURED FLOOR JOISTS SHALL BE TH JOIST AS MANUFACTURED BY WEYERHAEUSER
( ICC REPORT NO. ESR -1153 ATTACHED) OR STRUCJOLST (SJ) AS MANUFACTURED BY ROSEBURG
FOREST PRODUCTS CO. ( ICC REPORT NO. ESR -1251 ) OR APPROVED EQUAL.
11. ALL WOOD IN DIRECT CONTACT WITH EARTH OR IN CONTACT WITH CONCRETE SHALL BE
PRESSURE TREATED DOUGLAS FIR OR FOUNDATION GRADE ( CLOSE GRAIN) REDWOOD.
12. PLYWOOD SHEATHING SHALL CONFORM TO APA U.S. PRODUCT STANDARD PS 1-07 AND OSB
SHEATHING TO APA U.S. PRODUCT STANDARD PS 2-04. SHEATHING SHALL BE PLACID WITH
FACE GRAIN PERPENDICULAR TO SUPPORTS (III COMPLIANCE WITH TABLE 2306.3.1 OF CBC -
DIAGRAM CASE 1), U.N.O.
13. WOOD NAILING SHALL BE PROVIDE WITH COMMON WIRE NAILS OF SIZES AND NUMBERS
PER TABLE NO. 2304.9.1 OF CBC EXCEPT WHERE MORE SPECIFIC NAILING IS NOTED ON
PLANS. EQUIVALENT CAPACITY FASTENERS APPROVED BY ICC MAY BE USED.
14. METAL CONNECTORS NOTED ON PLANS ARE AS MANUFACTURED BY SIIAPSON STRONG -TIE
COMPANY. EQUIVALENT CONNECTORS APPROVED BY ICC MAY BE USED.
15. ALL ANCHOR, LAG AND MACHINE BOLTS SHALL CONFORM TO ASTM A307 REQUIREMENTS
FOR UNFINISHED BOLTS.
16. ROOF TRUSSES AS DEIGNED BY OTHERS SHALL COMPLY TO LATERAL LOADING FOR SHEAR
TRANSFER AS NOTED ON PLANS.
17. PREDRILL FOR NAILING INTO EXISTING WOOD MEMBERS AS APLLICABLE TO AVOID SPLITTING
AND CRACKING OR USE SELF DRILLING WOOD SCREWS OF EQUAL CAPACITIES.
18. THE ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE ASSUMED TO BE 2500 PSI MIN. IN 28 DAYS.
19. REINFORCING STEEL ASSUMED TO CONFORM TO REQUIREMENTS OF ASTM A615, GRADE 40.
20. CONNECT NEW POSTS TO EXISTING CONCERETE SLAB ( OVER EXISTING CONTINUOUS INTERIOR
FOOTINGS) WITH %" DIA.: 10" LANG DOWEL, CENTERED ON POST AND EMBEDED 4" INTO
CONCRETE. DOWEL EMBEDMENT SHALL BE PROVIDED BY THE ONE OF THE FOLLOWING METHODS:
A. DRILL HOLES INTO EXISTING CONCRETE OF THE SAME DIAMETER AS THE DOWEL AND POWER
DRIVE DOWELS INTO EXISTING CONCRETE.
B. DRILL HOLES INTO EXISTING CONCERETE OF REQUIRED DIAMETER FOR INSTALLATIOIN OF THE
DOWEL AND INSERT DOWEL INTO HOLE WITH EPDXY ADHESIVE - USE SIMPSON EPDXY-TIE ET
ADHESIVE PER ICC REPORT NO. ER4945 OR APPROVED EQUAL.
USE 2:6 PRESSURE TREATED DOUGLAS FIR OR Va" STEEL PLATE BELOW THE POST.
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THE ENGINEERS SEAL AND SIGNATURE ON THESE
DOCUMENTS PERTAIN TO THE ITEMS AS OUTLINED
IN THE STRUCTURAL CALCULATIONS ONLY
CONSTRUCTION DETAILS AND ASSEMBLIES NOT
SPECIFICALLY DETAILED ON THE -APPROVED
DRAWINGS ARE THE SOLE PESPONSIBILITY OF
THE BUILDER. STRUCTURAL CHANGES REQUIRE
REVIEW AND APPROVAL BY THE ENGINEER.
R C E 32434
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GENERAL NOTES:
1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE ADOPTED EDITIONS
OF THE 1997 UBC, 1997 UMC, 1996 NEC, AND ANY OTHER APPLICABLE COUNTY
AND OR CITY CODES AND ORDINANCES.
2. DESIGNER SHALL APPROVE ADJUSTMENTS TO ANY PART OF THESE PLANS.
3. WRITTEN DIIMENSIONS ARE TO BE USED: DO NOT SCALE THESE DRAWINGS
4. SPECIFIC INFORMATION ON THE DRAWINGS DIFFERING FROM THESE NOTES SHALL
APPLY.
5. THE CONTRACTOR SHALL VERIFY SITE CONDITIONS, AND THERE CORRELATION WITH
THE DRAWINGS AND SHALL NOTIFY COUNTY OR CITY DESIGNER OF ANY INCONSISTENCIES
OR DISCREPANCIES PRIOR TO THE BEGINNING OF CONSTRUCTION,
6. IN THE EVENT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON
THE DRAWINGS ON THE DRAWINGS OR CALLED FOR IN SPECIFICATIONS THEN THERE
CONSTRUCTION SHALL BE THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE
SHOWN OR CALLED FOR AND SHALL BE APPROVED BY THE DESIGNER.
7. THE DRAWINGS REPRESENT THE FINISHED STRUCTURE UNLESS OTHERWISE INDICATED
THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONSTRACTOR SHALL PROVIDE
ALL MEASURES; NECESSARY TO PROTECT THE STRUCTURE WORKMEN AND OTHER PERSONS
DURING CONS1fRUCTION. SUCJ MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO: BRACING,
SHORING FOR CONSTRUCTION EQUIPMENT, SHORING FOR THE BUILDING, FORMS, AND SCAFFOLDING.
8. ALL SITE WORK AND GRADING SHALL BE DONE IN COMPLIANCE WITH . THE DRAWINGS. WHERE
SHOWN ON DRAWINGS, ELEVATIONS, LOCATIONS OF STEPS IN FOUNDATION, AND HEIGHTS OF
FOUNDATION WALLS SHALL BE VERIFIED TO SUIT ACTUAL PROPOSED AND EXISTING CONDITIONS.
9. FINISH GRADE AND FINISH FLOOR ELEVATIONS TO BE PER SITE PLAN.
10. DRAINAGE AROUND ALL STRUCTURES IS TO BE AWAY FROM BUILDINGS AT 1/4" PER FOOT
SLOPE FOR MINIMUM OF 4'-0" SWALE AS REQUIRED.
11. DIMENSIONS NOTED CLEAR OR CLR ARE MINIMUM REQUIRED DIMENSIONS AND MUST BE
ACCURATELY MAINTAINED.
12. ALL DIMENSIONS ARE TO BE FACE OF STUD, FACE OF CONCRETE, OR FACE OF MASONRY,
UNLESS OTHERWISE NOTED.
13. CONSTRUCTION SHALL IN NO CASE DEVIATE FROM THE DESIGN SHOWN WITHOUT EXPRESS
WRITTEN PERMISSION OF THE DESIGNER AND OR LOCAL BUILDING OFFICIAL.
ENERGY NOTES
1. MINIMUM INSULATION SHALL BE AS FOLLOWS, MINIMUM R-30 CEILING INSULATION MINIMUM R-13
WALL INSULATION MINIMUM R-19 RAISED FLOOR INSULATION MINIMUM R-8 IN CONCRETE FLOORS
SEE PLANS FQR FOR SPECIFIC INSTALLATIONS.
2. LOOSE FILL, INSULATION SHALL HAVE MANUFACTURES LABELED R -VALUE.
3. SLAB EDGE INSULATION SHALL HAVE A WATER ABSORPTION RATE NO GREATER THAN 0.3%
WATER VAPOR TRANSMISSION RATE NO GREATER THAN 2.0 PERM /INCH
4. INSULATION INSTALLED SHALL MEET CEC STANDARDS.
5, DOORS AND WINDOWS BETWEEN CONDITIONED AND UNCONDITIONED SPACES SHALL BE DESIGNED
TO LIMIT AIR LEAKAGE.
6. MANUFACTURED FENESTRATION PRODUCTS SHALL HAVE LABEL WITH CERTIFIED U -VALUE
AND INFILTRATION CERTIFICATION.
7. EXTERIOR DOORS AND WINDOWS WEATHER STRIPPED ALL JOINTS AND PENETRATIONS CAULKED
AND SEALED.
8. VAPOR BARRIERS SHALL BE MANDATORY IN CLIMATE ZONES 14 AND 16
9. MASONRY AND FACTORY BUILT FIREPLACES SHALL HAVE CLOSEABLE METAL OR GLASS DOOR,
OUTSIDE AIR INTAKE WITH DAMPER AND CONTROL. NO CONTINUOS BURNING GAS PILOTS SHALL
BE ALLOWED
10. ALL HVAC EQUIPMENT, WATER HEATERS, SHOWERHEADS, AND FAUCETS SHALL BE CERTIFIED
BY THE CEC.
11. PROVIDE SETBACK THERMOSTATS ON ALL HEATING SYSTEMS.
12. PIPE AND TANK INSULATION:
A: INDIRECT HOT WATER TANKS (E.G. UNFIRMED STORAGE TANKS OR BACKUP HOT WATER
TANKS) SHALL HAVE AN INSULATION BLANKET OF R-12 OR GREATER OR COMBINED
INTERIOR/EXTERIOR INSULATION OF R-16 OR GREATER.
B: FIRST FIVE FEET OF PIPES CLOSET TO WATER HEATER TANK NON RECIRCULATING
SYSTEMS, SHALL BE INSULATED WITH R-3 OR GREATER.
C: ALL BUIRRIED OR EXPOSED PIPING SHALL BE INSULATED IN RECIRCULATING SECTIONS.
SECTIONS OF HOT WATER SYSTEM
D: PIPING SHALL BE INSULATED BETWEEN HEATING AND SOURCE AND INDIRECT HOT WATER
TANK
13. DUCTS SHALL BE CONSTRUCTED, INSTALLED AND SCALED TO COMPLY WITH THE 1997 UMC
CHAPTER 6 DUCTS INSULATED TO A MINIMUM INSTALLED VALUE OF R-4.2 OR DUCTS SHALL BE
ENCLOSED ENTIRELY WITHIN CONDITIONED SPACE.
14. EXHAUST FAN SYSTEMS SHALL HAVE SACKDRAFT OR AUTOMATIC DAMPERS.
15. GRAVITY VENTILATING SYSTEMS SERVING CONDITIONED SPACE SHALL HAVE EITHER AUTOMATIC
OR READILY ACCESSIBLE MANUALLY OPERATED DAMPERS.
16. GAS FIRED CENTRAL FURNACES AND HOUSEHOLD COOKING APPLIANCES SHALL NOT HAVE
CONTINUOUSLY BURNING PILOT LIGHT. EXCEPTION NON ELECTRICAL COOKING APPLIANCES WITH
PILOT< 150 BZU/HR.
17. GENERAL LIGHTING IN THE KITCHEN AND ROOMS WITH WATER CLOSETS SHALL HAVE AN
EFFICIENCY OF 40 LUMENS/ WATT OR GREATER
18. SEAL EXTERIOR DOOR AND WINDOW FRAMES AT WALL FRAMING
19. INSULATE ALL DUCTWORK IN UNCONDITIONED SPACE WITH MINIMUM R-4.2' INSULATION
20. ALL WINDOWS SHALL BE DUAL GLAZED AND ANSI CERTIFIED.
GAZING NOTES
MASONRY
NOTCHING / BORING IN WOOD MEMBERS
1. MASONRY UNITS SHALL BE GRADE N, F'M-1500 PSI CONFORMING TO THE
1. BORED HOLES IN BEARING WALL STUDS SHALL NOT EXCEED 40% OF THE STUD WIDTH
1. WHERE WINDOWS ARE PROVIDED AS A MEANS OF EGRESS OR RESCUE THEY SHALL HAVE.
REQUIREMENTS OF ASTM -90 AND THE U.B.C. U.N.O.
HOLES IN NON BEARING .WALL STUDS SHALL NOT EXCEED 60% OF THE STUD WIDTH. IN NO
* A FINISHED SILL HEIGHT NOT MAORE THAN 44" ABOVE THE FLOOR
CASE SHALL THE EDGE OF A BORED HOLE BE NEARER THAN 5/8" TO THE EDGE OF A STUD
* A MINIMUM NET CLEAR OPENINIG OF 5.7 SQUARE FEET
2. MORTAR SHALL BE TYPE S AS DESIGNATED AND THE UNIFORM BUILDING CODE
HOLES SHALL NOT BE LOCATED IN ANY STUD AT A SECTION AT A SECTION WITH A CUT
* THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSIONS SHALL BE 24". THE MINIMUM
OR A NOTCH
NET CLEAR OPENING WIDTH DIMENSIONS SHALL BE 20"
3. GROUT SHALL BE COARSE GROUT AS DESIGNATED BY THE U.B.C. AND SHALL DEVELOPE
O
LL-
A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS
2. NOTCHES ON THE ENDS OF JOISTS SHALL NOT EXCEED ONE FOURTH OF THE JOIST
2. SAFETY GLAZING SHALL BE PROVIDED IN AREAS SUBJECT TO HUMAN IMPACT. SUCH
W
V
DEPTH HOLE DRILLED IN JOISTS SHALL NOT BE WITHIN 2" OF THE TOP OR THE BOTTOM
LOCATIONS ARE.
5. BLOCKS SHALL BE LAID IN RUNNING BOND UNLESS NOTED OTHERWISE.
OF THE JOIST. AND THE DIAMETER OF ANY HOLE SHALL NOT EXCEED 1/3 THE DEPTH
* GLASS SLIDING DOORS FRENCH DOORS
OF THE JOIST NOTCHES IN THE TOP OR BOTTOM OF THE JOIST SHALL NOT EXCEED 1/6
* GLAZING LOCATED WITHIN 24" OF DOORS (24" ARC)
6. SPECIAL INSPECTION PER UBC CHAPTER 17 SHALL NOT BE REQUIRED FOR THE WORK
THE DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE JOIST SPAN
* GLAZING LOCATED WITHIN 18" OF FINISHED FLOOR OR WALKING SURFACE WITHIN 36"
ON THIS PROJECT
OF SUCH SURFACE
V)
3. NOTCHING IN EXTERIOR WALLS AND BEARING PARTITIONS SHALL NOT EXCEED 25% OF THE
* WARDDROBE DOORS
-
STUD WIDTH. CUTTING OR NOTCHING OF STUDS IN NON BEARING PARTITIONS SHALL NOT
* SHOWER AND BATHTUB DOOR AND ENCLOSURES
REINFORCING STEEL
EXCEED 409 OF THE STUD WIDTH.
* WINDOWS WITHIN BATH AND SHOWER AREAS
1. REINFORCING STEEL TO CONFORM TO ASTM A615 AND -RE INTERMEDIATE GRADE DEFORMED
PLYWOOD NOTES
UNDERFLOOR VENTILATION
BARS- TYPE N GRADE 40
1. GENERAL PROVISIONS
1. PROVIDE 6X14 GALVANIZED VENTS AT THE UNDERFLOOR AREA FOR VENTILATION. PROVIDE
2. WELDED STEEL WIRE MESH SHALL BE 6"x6" W1.4xW 1.4. WWM AND SHALL CONFORM TO
A: IDENTIFICATION REQUIREMENTS EACH PANEL SHALL BE IDENTIFIED WITH THE APPROPRIATE
VENTS SUCH THAT THE MINIMUM AREA PROVIDED IS
IS 1/150 OF THE VENTILATED AREA
AL.
THE REQUIREMENTS OF ASTM A185
TRADEMARK OF THE AMERICAN PLYWOOD ASSOC., AND SHALL MEET THE REQUIREMENT$
DISTRIBUTE VENTS EVENLY AND LOCATE VENTS NEAR TO CORNERS AS PIRATICAL.
OF THE LATEST EDITION OF THE U.S. PRODUCT STANDARD PS -1 OR ONE OF APA'S
3. UNLESS NOTED REINFORCEMENT BARS TO BE LAPPED MIINIMUM 40 BAR DIAMETERS
PERFORMANCE STANDARDS.
ATTIC VENTILATIONB:
PANEL THICKNESS, GRADE AND GROUP NUMBER OR SPAN RATING SHALL BE AT LEAST
1. THE NET FREE VENTILATING AREAS SHALL BE
4. BENDS IN REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI 318-89'
EQUAL TO THAT SHOWN ON THE DRAWING. APPLICATIONS SHALL BE IN ACCORDANCE
1/300 OF THE AREA: OF THE VENTILATED
SPACE PROVIDED AT LEAST 507 OF' THE REQUIRED VENT AREA IS PROVIDED BY ROOF
5. ALL DIMENSIONS SHOWN FOR LOCATIONS OF REINFORCING STEEL ARE TO FACE 'OF BAR
WITH RECOMMENDATIONS AO THE AMERICAN PLYWOOD ASSOC.
C: NAILS AT PLYWOOD PANELS SHALL HAVE 3/8 EDGE DISTANCE AND NAIL HEADS
VENTS LOCATED AT LEAST 3' ABOVE; THE EAVE VENTS WITH THE BALANCE OF THE REQUIRED
AND DENOTE CLEAR COVERAGE. UNLESS SPECIFICALLY NOTED OTHE=RWISE CONCRETE SHALL
SHALL NOT PENETRATE THE FACE OF THE PLYWOOD
VENTILATION PROVIDED BY THE EAVE VENTS.
BE 3" WHERE CONCRETE IS PLACED DIRECTLY AGAINST EARTH AND 2" WHERE CONCRETE
D: PLYWOOD PANELS SHALL BUTT AT CENTERLINE OF SINGLE SUPPORTING MEMBER
IS EXPOSED TO EARTH BUT IS AGAINST FORMS SLABS ON GRADE SHALL HAVE REINFORCING
WITH EDGE NAILING FROM EACH PANEL INTO THAT MEMBER.
COMBUISTION AIR VENTS
AT MID DEPTH U.O.N.
E: NO PIECE OF PLYWOOD, FLOOR, OR WALL SHEETING SHALL BE LESS THAN 12"
1. APPLIANCES LOCATED WITHIN CONFINED SPACES: THE CONFINED SPACE SHALL BE PROVIDED
WITH OPENINGS WITH A FREE AREA
6. SPLICES IN CONTINUOS REINFORCING SHALL HAVE A LAP OF 40 BAR DIAMETERS
THICKNESS
OF AT LEAST 1 SQUARE INCH PER FOOT 1000 BTU/H
OF THE TOTAL INPUT RATING OF ALL THE APPLIANCES WITHIN THE ENCLOSURES, FREELY
MINIMUM IN CONCRETE CONSTRUCTION EXCEPT WHERE SHOWN OTHERWISE. HORIZONTAL
2. ROOF SHEETING
COMMUNICATING WITH AREAS WHICH HAVE ADEQUATE INFILTRATION FROM THE OUTSIDE
LAPS IN ADJACENT BARS SHALL BE STAGGERED 5'-0" MINIMUM. VIERTICAL BARS SHALL
A. PANEL ROOF SHEETING SHALL HAVE 1/2" CDX OR 5/8" CDX APA SHEETING EXP (1)
APPROXIMATELY ONE HALF OF THE REQUIRED COMBUSTION AIR OPENING SHALL LOCATED
BE ONE PIECE STAGGERED
SEE PLANS. INSTALL WITH THE LONG DIMENSION OF THE PANEL ACROSS THE
WITHIN THE UPPER 12 OF THE ENcCLOSURES. THE MINIMUM FREE AREA OF BOTH THE
SUPPORTS EXCEPT WHERE NOTED AND WITH PANEL CONTINUOS OVER TWO OR MORE
UPPER AND LOWER COMBUSTION AIFR OPENINGS SHALL BE NOT LESS THAN 100 SQUARE
ROUGH CARPENTRY
SPANS ALLOW 1/8" SPACING AT PANEL ENDS AND 1/4" SPACING AT PANEL EDGES.
PACING "
INCHES EACH
NAIL WITH 8d NAILS O.C.
FIREPLACE WOODSTOVE NOTES
3. SUB FLOORING
1. IN ADDITION TO FRAMING OPERATIONS NORMAL TO THE FABRICATION AND ERECTION
A. PANEL SUB FLOORING SHALL BE 3/4" CDX APA RATED STURD-1 FLOOR EXP (1)
1. INSTALL FACTORY BUILT FIREPLA(,ES AND OR WOODSTOVE IN STRICT ACCORDANCE WITH
INDICATED ON THE DRAWINGS INSTALL WOOD BLOCKING AND BACKING REQUIRED FOR THE
UNLESS .OTHERWISE NOTED ON THE PLANS. INSTALL WITH LONG DIMENSION OF THE
THE TERMS OF THERE LISTINGS ANCA THE MANUFACTURES INSTRUCTIONS
WORK OF OTHER TRADES
PANEL ACROSS THE SUPPORTS, EXCEPT WHERE NOTED AND WITH PANEL CONTINUOS
OVER TWO OR MORE SPANS ALLOW 1/8" SPACING AT PANEL ENDS AND 1/8-
2. FACTORY BUILT CHIMNEYS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE TERMS
2. INSTALL BLOCKING AS REQUIRED TO SUPPORT FINISH HARDWARE SUCH AS TOWEL BARS
SPACING AT PANEL EDGES GLUE AND NAIL ATOP FLOOR JOISTS WITH 10d RING
OF THERE LISTING AND THE MANUF4CTURES INSTRUCTIONS.
MEDICINE CABINETS LIGHTS ETC. INSTALL FIRE STOPPING TO CUT QFF ALL CONCEALED
SHANK NAILS ® 6,10 O.C. GLUE SHALL MEET APA SPECIFICATION.
DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM( AN .EFFECTIVE BARRIER
3. ALL CHIMNEYS SHALL HAVE APPf OVED DAMPERS
BETWEEN STORIES AND BETWEEN TOP STORY AND ROOF SPACE. IT SHALL BE USED
4. SHEARWALLS
IN SPECIFIC LOCATIONS AS FOLLOWS.
A. PANEL WALL SHEETING SHALL BE 3/8" APA RATED SHEETING EXP (1) OR 5/8" T-11'1
4. ALL SOLID FUEL CHIMNEYS SHALL EXTEND 2'-0" MINIMUM ABOVE THE HIGHEST POINT
* IN INTERIOR OR EXTERIOR STUD WALLS AT CEILING AND FLOOR LEVELS
PLYWOOD PANEL SIDING (SEE PLANS) NAIL PER PLANS
ON THE ROOF WITHIN A 10" RADIUS OF THE CHIMNEY ALL SOLID FUEL CHIMNEYS SHALL
* IN ALL STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES SO PLACED THAT
HAVE AN APPROVED SPARK ARRESTOR
THE MAXIMUM DISTANCE OF ANY CONCEALED SPACE IS NOT OVER 10'-0-
* AROUND TOP AND BOTTOM SIDES AND ENDS OF SLIDING DOOR POCKETS
BRICK VENEER
* 1N SPACES AEEN FRAMINGTED �THELOOSE
SUPPORTS OR METALICOLLARAND ITIGHTLY1 TO CHI CHIMNEY ANDBNAILIEDETO
1. PROVIDE HORIZONTAL NO. 9 GA WIRE IN BED JOINTS AT 18" O.C. PROVIDE 22 GA. x
THE WOOD FRAMING SHALL BE USED
3/4" TIES AT 16" O.C. AT BED JOINTS CONTAINING NO. 9 GA. WIRE, ANCHOR TIES SHALL
* ANY OTHER LOCATIONS NOT SPECIFICALLY MENTIONED ABOVE SUCH AS HOLES FOR
HOOK AROUND NO. 9 GA. WIRE NO, 9 GA. JOINT REINFORCEMENT SHALL BE
PIPES SHAFTING BEHIND FURRING STRIPS AND SIMILAR PLACES WHICH COULD
REINFORCEMENT SHALL BE CONTINUOS WITH BUTT SPLICES BETWEEN TIES PERMITTED
AFFORD A PASSAGE FOR FLAMES
3. STRUCTURAL FRAMING SHALL BE OF THE GRADES AND SPECIES INDICATED OR BETTER
STAIR NOTES
(WWPA GRADING RULES) SEE PLANS FOR MORE SPECIFIC INFORMATION:
1. ALL STAIRWAYS SHALL HAVE A MIINIMUM FINISHED WIDTH OF 36" THE MAXIMUM RISE
A2x JOINT AMD RAFTERS DF NO 2
SHALL BE 8" AND MINIMUM TREAD RUN SHALL BE 9"
B POSTS IN WALL FRAMING MATCH WALL FRAMING
C 4X HEADERS DF NO 2
2. HANDRAILS MAY PROJECT INTO THE REQUIRED STAIRWAY WIDTH A DISTANCE OF 3-1/2"
D 6X HEADERS DF NO 1
ON EACH SIDE. STRINGERS AND OTI-iER PROJECTIONS SUCH AS TRIM AND SIMILAR
E STUDS AND SILL PLATES SEE PLANS
DECORATIVE FINISH ITEMS MAY PROJIECT INTO THE REQUIRED WIDTH 1-1/2" ON EACH SIDE.
'F BLOCKING AND FURRING HF STb AND BTR
3. LANDINGS SHALL HAVE A DIMENSION IN THE DIRECTION NO LESS THAN THE WIDTH OF
G SILLS ON CONCRETE PTDF
H MISC. FRAMING NOT NOTED DF NO 2
THE STAIRWAY.
4. HANDRAILS SHALL BE PROVIDED AT ALL STAIRWAYS THEY SHALL BE PLACED NOT LESS
4. WOOD SILLS FOR BEARING AND SHEATHED WALLS BEARING ON MASONRY OR CONCRETE
THAN 34" NOR MORE THAN 38" AB COVE THE NOSING OF THE TREADS RAILS SHALL BE
SHALL BE BOLTED WITH 1 / DIA ANCHOR BOLT WITH 7" EMBED. BOLTS AT 6'-0" O.C.
CONTINIOUS THE FULL LENGTH OF T -HE STAIRS ENDS SHALL BE RETURNED OR SHALL
HI
MAXIMUM SPACING AND WITHIN 12" OF EACH END OF EACH PIECE. EACH SILL SHALL
TERMINATE IN NEWEL POSTS OR SAPS y TERMINALS THE HANDGRIP PORTION OF RAILS SHALL
RECEIVE AT LEAST TWO BOLTS THIS INFORMATION WILL GOVERN UNLESS MORE STRINGENT
NOT BE LESS THAN 1-1/4 NOR MIORE THAN 2" IN CROSS SECTION DIMENSION OR USE
CRITERIA IS INDICATED ON PLANS.
A SHAPE THAT WILL PROVIDE AN EQIUIVALENT GRIPPING SURFACE HANDRAILS PROJECTING
FROM A WALL SHALL HAVE A SPACE; OF NOT LESS THAN .1-1/2" BETWEEN THE WALL AND
5. BOLT HOLES IN WOOD OR STEEL SHALL BE 1/16" LARGER THAN BOLTS
THE HANDRAIL
6. ALL NUTS SHALL BE TIGHTENED WHEN PLACED AND RETIGHTENED PRIOR TO APPLICATION
4. ALL STAIRWAYS SHALL HAVE A FI
FINISHED HEAD CLEARANCE DIMENSION OF NOT LESS
OF FINISH OR AT COMPLETION OF JOB.
'
THAN 6 -8 MEASURED VERTICALLY IFROM A TANGENT LINE AT THE TREAD NOSING
7. 2x2x3/16" WASHERS SHALL BE PROVIDED UNDER THE (HEADS AND NUTS OF ALL
ELECTRICAL
BOLTS BEARING ON WOOD
1. CONSULT LOCAL UTILITY COMPANY BEFORE INSTALLING MAIN ELECTRICAL PANEL. VERIFY
SIZE AND LOCATION OF PANEL PRIOIR
8. FRAMING HARDWARE SHALL BE SIMPSON STRONG TIE OR APPROVED EQUAL WITH
TO STARTING CONSTRUCTION.
CONNECTORS AS SPECIFIED IN CATALOG NO.C97 INSTALL CONNECTORS WITH NAILS AND OR
2. SMOKE DETECTORS SHALL BE 1110 V AND INTER CONNECTED. LOCATE AT LEAST ONE
BOLTS AS INDICATE IN THE CATALOG
SMOKE DETECTOR AT EACH FLOOR, (PROVIDE A DETECTOR IN EACH SLEEPING ROOM
HALLWAY TOP OF STAIRS AND AT AREAS TO
9. WALL TOP PLATES SHALL HAVE JOINTS AT A STUD CENTERLINE. END JOINTS IN DOUBLE
ADJACENT HALLS THAT HAVE A CEILING INCREASE
OF 24" OR MORE. SMOKE ALARM MUST BE AUDIBLE IN ALL SLEEPING ROOMS. PROVIDE
TOP PLATES SHALL BE OFFSET NO LESS THAN 48".
BATTERY BACK UP PER UBC 310.91,3
NAILS FOR STRUCTURAL CONNECTIONS SHALL BE GALVANIZED SINKERS U.O.N.
CONCRETE NOTES
1. ALL CONCRETE SHALL BE 5 SAC
M TRANSIT MIX WITH A MINIMUM COMPRESSIVE STRENGTH
11. NAIL HOLES SHALL HAVE A PILOT HOLE WHERE NECESSARY TO PREVENT SPLITTING OF
WOOD
AT 28 DAYS OF 2500 PSI AND A MAXIMUM SLUMP OF 4"
2. CONSTRUCTION JOINTS SHALL BE PREPARED TO EXPOSE CLEAN SOLIDLY EMBEDDED
12. CRIPPLE WALLS WHICH HAVE STUD LENGTHS OF LESS THAN 14" SHALL BE FRAMED WITH
SOLID BLOCKING OR BRACED WITH 3/8" PLYWOOD SHEETING NAILED TO THE TOP PLATE
AGGREGATE OVER THE ENTIRE JOINT INTERFACE.
STUDS AND SILL
3. PLACEMENT OF PIPES CONDUITS OR OTHER EMBEDDED ITEMS IN THE CONCRETE SHALL
BE IN ACCORDANCE WITH THESE DRAWINGS.
13. ALL OPENINGS IN EXTERIOR WALLS AND INTERIOR BEARING PARTITIONS EXCEEDING
8'-0" SHALL HAVE DOUBLE TRIMMERS.
4. CONTRACTION JOINTS IN SLABS SHALL BE SO PLACED THAT THE MAXIMUM DIMENSION
AND AREA OF ANY SECTION DO NOT
14. INTERIOR NON BEARING WALLS ON SLABS SHALL BE ATTACHED WITH ' APPROVED POWDER
EXCEED 30 FEET AND 600 SQUARE FEET
DRIVEN FASTENERS THROUGH THE SILL PLATE 0 32" O.C.
4. STRUCTURAL STEEL SHAPES TUBES AND PIPES EMBEDDED IN CONCRETE SHALL HAVE A
MINIIMUM OF 3"
15. MINIMUM CLEARANCE BETWEEN BOTTOM OF, FLOOR JOISTS AND EARTH SHALL BE 18"
CONCRETE COVER
MIN. CLEARANCES BETWEEN BOTTOM OF GIRDERS AND EARTH IS MIN OF 12"
16. ALL FOUNDATION PLATES SILLS AND SLEEPERS ON CONCRETE OR MASONRY WHICH IS
A DIRECT CONTACT WITH EARTH AND SILLS THAT REST DIRECTLY ON CONCRETE AND MASONRY
FOUNDATIONS SHALL BE TREATED WOOD OF FOUNDATION GRADE REDWOOD MARKED
OR BRANDED BY THE PROPER AGENCY. NOTE THAT THE USE OF FG REDWOOD MAY BE
PROHIBITED IN CERTAIN ENGINEERED CONSTRUCTION.
17. FOR RAISED WOOD FLOORS PROVIDE AT LEAST ONE FOUNDATION ACCESS AT LEAST 20'
OF PLUMBING CLEANOUT. ACCESS OPENING SHALL NOT BE LESS THAN 24"x18" IN SIZE
NDEX
DRAWN BY,
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CHECKED
DATEi
3 -9 -02
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REVISIONS BY
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SCALE
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SHEAR WALL SCHEDiULE
3)
1/2" APA RATED SHEATHING APPLIED WITH 10d COMMON NAILS
-- -
AT 2" OC EDGE NAILED, 12" OC FIELD NAILED ON DF FRAMING.
NOTES
FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL
AND NAILS SHALL BE STAGGERED.
OIDENTIFIES
WALL LINE
5)
STUCCO, 7/8" EXPANDED METAL, OR WOVEN WIRE LATH AND
17,
IDENTIFIES SHEAR WALL TYPE
PORTLAND CEMENT PLASTER WI 1 "
WITH NO. 11 GAGE, /� LONG, .7116"
HEAD NAILS, OR NO. 16 GAGE STAPLES, 7/8" LEGS APPLIED AT A
HLTDOWN Imo, HOU° , STUDS - U , N . GJ ,
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FRAMING NOTES:
IOT CUT, ALTER OR DRILL TRUSSES
EXTERIOR ELEVATIONS FOR SIZE
LOCATIONS OF CABLE END VENTS
DESIGN --
DF TRUSSES AT 2'-0" O.C.
ROOF SHEATHING
FELT
dPOSITION SHINGELS
)W LOAD (:/)
DF PITCH -' I'L
TIDE DIAGONAL AND SWAY BRACING
0OF TRUSSES
IIDE SCREENED EAVC VENTS WITH
.ATED BAFFLE AT EACH FOURTH BLOCK,
2G-4 -
/IDE AT EXTERIOR WALL H-1 ANCHORS
ACH TRUSS
,K FOR CABINETS
HEADER TYPICAL, UNLESS OTHERWISE NOTED
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,,,L.'vfi;LOPMENT
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ERVICES
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