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TOTAL CXX46TRUCTION
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212114 aq ft
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STRIJCTURAL DETAILS
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STRUCTURAL DETAILS
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TITLE 24 SUMMARY
INSULATION EXT WALL $ R-13
ATTIC R-30
FENEST TI 4 FENESTRATION - U-FACTOR=0.405 MAX
SWsC= 0.35 MAX
A/C EFFICIENCY NIA,
RADfANT BARRIER EMISSIVITY LESS 09 EQUAL TO O05
INSTALLED TO COVER ROOF TRUSSES AND
GABLE END WALLS AT ATTICS
(rN
3ENERAL NOTES
1. ALL WORK S14ALL BE DONE IN ACCORDANCE W1 THE 2001
CBC-, PLUMBIN0,_ELECTRICAL ASID MECHANICAL CODES,
2. VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS.
3. IT SHALL BE THE RESPONSABILITY OF THE CONTRACTOR TO
VERIFY ALL E)<ISTW-- C014DITIONSON THE SITE PRIOR TO
COMMENCING WORK AND IS TO NOTIFY THE OUNER AT.ONCE
UPON DISCOVERY OF ANY OMISSIONS OR CONFLICTS
THE DRAWINGS.
4 PREPARATION OF BUILDING SITE SHALL BE PER
SECTION 3302 CBCf ALL STUMPS AND ROOTS $WALL
BE REMOVED FROM THE SOIL TO A DEPTH OF AT LEAST
Q JNCHES-MEL4s.W,THE -SURFACE OF,TWE GROUND -TO
BS O=PIED DI BY TWE EBUILN6.i)
5. ALL KAILIWG TO COMPLY W1 TABLE CBC
TYPE OF CONSTRUCTION VN
OCCUPANCY GROUP R-3 / U-1
SPEC AL 'INSPECTION
REQU1REP:
EPDXY SOLT INSTALLATION
AT EXISTING CONCRETE MAY 18 Z005
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FLOOR PLAN NOTES
1. 2Xfo PLUMBING WALL
2, 22-X30" ATTIC ACCESS
3. SHELF AND POLE
MEDICINE CABINET
5. N& WALL MEATIER
40K BTU MIN. CAPACITY
PROVIDE FUEL GAS
6. HANDRAIL PER
1. RELOCATED SINK
& CABINET PER OWNER W1 TILE TOP FINISH PER OWNER
% RELOCATED STOVE Wf WOOD 4 LIGHT
PROVIDE FUEL GAS, 110v OUTLET
40. RELOCATED SO GAL. WATElk HEATER
ON t0" PLYWOOD PLATFORM. PROVIDE FUEL Q)
GAS, NON-RIOGID CONNECTION AND
SEIMIC STRAPS,
DOOR TO BE 29*8 SC W/ 17 SQ.IN LOUVERED;
VENTS WITHIN THE TOP 4 IBOT 12 INCHES
OF THE DOOR.
It. 32" HIGH DECORATIVE 110. GUARDRAIL
12. 36" kIG14 WOOD FRAMED EXTERIOR GUARDRAIL
W1 STUCCO PIK AND WOOD CAP
13. PROVIDE *a" TYPE 'X'DRYWALL BETWEEN
GARAGE AND MOUSE AT WALLS AND CEII-ifllIG
AND LNOER STAIRS AS RECIUIREO
14. TOILETflb GAL PER FLUSH MAX)
15. STEEL TUS/ -514OUER. W/ GLASS ENCLOSURE
DOORS i PANELS MUST BE LABELED CATEGORY it
CLASSIFICATION PER CBC CHAPTER 24
'NET AREA -OF 0140WER SMALL BE -NO LESS,THAN
10,24 SO. IK OF FLOOR AREA4 ENCOMPASS 30" DIA. CIRCLE.
TILE INT. 6140UJER WALLS MIN, 10" A50YE DRAIN.
16. LAVATORY
11. WATER PROOF DECK SURFAC*G (MIN.14" /FT SLOPE)
EQUAL TO 'MER-Ka' WEATHER 090<, LOBD. " 330-5
,INSTALLED PER MAt,1UFACT`URERl5 INSTRUCTIONS USING
APPROPRIATE FLASWINGS AND DRAINS.
COLOR 4 TEXTURE Asso. 7±2
10. 336` 141GW INTERIOR GUARDRAIC___Q�
115. 6" 0 PIPE FOR DRAINAGE. THRU LOW ROOF
5ECONE) FLOOR
JJ50 5Q FT
ADDITION
NOTES- -
a' EVERY BEDROOM 844ALL HAVE -A OPERABLEESCAPE WINOOt
WITH A MIN. OPENABLE AREA OF 51 SO.FT. AND A MIN.CLEAR
HE16WT OF 24 INCH AND WIDTH OF 20 INCH, THE SILL HEIGHT
NOT OVER 44 INC14ES ABOVE THE FLOOR.
ALL GLAZING MIN. 3/16" TWICK AN A STRENGI-17"16-oR BETTER
TO COMPLY WITH SECTIONS 2403,2404 4124" CBC.
PAU PER NOTE 5 TO MAINTAIN A ROOM TEMPER-ATAIRE OF 10*
AT A POINT OF 3 FT. ABOVE THE FLOOR IN ALL MABITASLE
ROOMS.
d. EXIT -
EACH EXIT DOOR MAY BE PROVIDED Wf.TM- A NIGHT LATCH,
DEAD BOLT OR SECURITY CHAIN, PROVIDED SUCH
DEVICES ARE OPENABLE FROM THE INSIDE WIT14OUT THE
usE OF A KE,*r OR TOOL OR SPECIAL ". OWLEOGE OR EFFORI
AND MOUNTED AT A HEIGHT NOT TiO'eXdESD 48 RCRES
ABOVE THE FINIS14ED FLOOR.
0. WATER CLOSETS TO USE NO MORE� THAN IA GALLONS;
nRFLUSH.
f. GLAZED WAROROPE MEET IMPACT TET
RE42UIREMENTS OF UBC SDOORS SHALL PARTLATHE MINAS
TED GLASS
MUST ALSO MEET THE BOIL TEST REMIREMENTS, OF UBC
$TO. 24-2, PART It.
LIGHT AND VENTILATION PER CBC SECTION 12W.01: 15 C.Fp
CP OUTSIDE AIR PER OCCUPANT:19 REOUIRED FOR VENTILATic,
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COLOR,ALL. NEW EXTERIOR FINISHES,
WINDOWS, TRIMS. ROOFING, EAVES
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4.
STUCCO SOFFIT * UNDERSIDE.
5.
WOOD FRAM'D ARCWITECTURAL PROJECTION
W/ STUCCO O/
6.
14" X 14`° G.I. SCREENED LOUVERED
ATTIC VENT
'I.
32" HIGH DECORATIVE WOOD RAIL.
EXT. GRADE WOOD,. PAINTED
S.
WOOD SHAKE FINISH
9.
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10.
36" 1416H GUARDRAIL it
WD. FRAMED W/ STUCCO FIN. DI
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12.
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15.
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16.
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li.
1X3 TRIM SURROUND W/ STUCCO FINISH
ATTIC VENTILATION
1 ATTIC
AREA HIGH ROOF= 1150 60 FT
ATTIC VENT REQ-0 = S52 IN.
t79
# 50% OF THE REQUIRED IT'S CO
PROVIDED 3 FT MIN. ABOVE
1560 Sty IN. PROVIDED IN PLATE LINE
tS) 14" X 14" ATTIC VENTS ATTIC VENTS SHALL HAVE
IS& 5.1. EACH 1.1 " CORROSION RESISTANT
METAL MESH COVERINCx
ATTIC VENTILATION '
ATTIC AREA LOW = 112 W FT
ATTIC VENT REQ'D= 54 SO IN. TOTAL REQUIRED
392 W IN, PROVIDED IN
ATTIC VENTS
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SECTION NOTES
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PLYW°D ISATIG 0/
ROOF RAFTER PER PLAN.
2
2X CEILIWz, JST. PER
PLAN Wl IR`-30 INSUL.
2X4 COLLAR TIES 40" O.C.
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2X STUDS a 16" O.C. PER PLAN
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SHEAR WALL PER PLAN
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11
P.T.p,F. SILL PLT PER FLAN
12
CONCRETE SLAB PER PLAN
13
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14
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UNDER STAIRS
15
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16
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VERIFY
2. NEW CONC. FTN6.05" W X 10" D W/ 2-04 TOP 4 50TTOM MfNd
4. NEW INTERIOR,CONCRETE PTN*G (151W X 10",D W1 4-04 TOP
4 SOT,
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FOOT`G W1 "EPDXY" ET. ICSO REPORT ER-41B45,
REBAR Ots,jELL Top AND BOTTOM AT -NEW To
EXISTING FTN*G 6" INTO (E) FTN`G W1 "EPDXY"
CONC. L004NG (3 Vi ' T44K W/ 6"X4rP"— 100'XIO* W.)
S CONC. PORCH SLAB (4" TH< W1 (o"X(V-I00XfI0 UUF) 01
2" SAND OVER COMPACTER EARTH.
MINIMUM NOMINAL ANCHOR SOLT DIA. SHALL ISE % INC14
SPACED PER SWEAR SCHEDULE OR 0 V-V OC. MAX.
EMBEOF-a INTO CONCR , ZTE 1" MIN., W/ MIN.. DISTANCE FROM
TWE'END OF'SILL PLATES TO BE 4 V2 ` ( AND A MAXIMUM OF 12-2.
PLATE WASHERS (MIN. SIZE OF 2" X 28 X 3/16 ") SHALL
BE USED ON EACH ANCHOR SOLT
NOTES -
a. -VERIFY WROM LOCATION W1 FLR. PLAN
kV- -HOLDOWNx ANCHORS MUST BE TIED IN PLACE
PRIOR TO FOUNDATION INSPECTION,
-eURFAcE WATER WILL DRAIN AWAY FROM OU-ILD-G.
6. WOLD-DOUN CONNECTOR BOLTS INTO WOOD
FRAMING REOUIRE APPROVED PLATE WASHERS, AND
14OLD-DOINS SHALL BE TIGHTENED JUST PRIOR TO
COVERWA THE WALL FRAMING.
ALL INTERTOR N0N-SEAMW.% WALLS WITM SHOT PINS.-
IRANSET *3348, OR EOUIVALENT. AT 36' 0,C,
UNLESS OTHERWISE NOTED.
OIA A a MAY BF_ REPLACED BY 640 DIA
THREADED Roos wl 5-14 - EMBED. WITH
CIA -GEL 10W EPDXY SYSTEM
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SHEAR 0
SHEAR 0
SHEAR
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BOTH SIDES
SILL NAILING
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OF WALL
0 UPPER STORIES
7/8-STUCCO OVER PAPER BACKED LATH W/1 6 GA STAPLES AT 6"O.c. AT Top & BOTTOM'
PLATES, EDGE OF SHEAR WALL AND ON FIELD '(IC80 REPORT N4.1318, AUG. 2002) OR
(ICSO REPORT No.1254, MAR 1990) NOTE 4 AND 9 BELOW
180 PLF
5/8"oss'o.c.
s/r*27 i/2-o.c,
16d 0 80o.c.
9A3/8-PLYWD
STRUCT 11 OR STD SHTG WITH 8d NAILS: 0 6"O.C. AT EDGES & 12" O.C. FIELD
(TABLE 23-11-1-1 UBC) NOTE 1, 9, 10 &'11 BELOW
260 PLF
5/8*038*0,C.
5/8"019*0,C.
16d 0 6"O.C.
A3/8-PLYWD
STRUCT 11 OR STD 'SHTG WITH 8d NAILS 0 4"O.C. AT. EDGES & 12" O.C. FIELD
'5/8**1,3*O.C,
(TABLE 23-11-1-1 UBC) NOTE 1, 6, 9, 10 & 11 BELOW
350 PLF
5/e*26*0.C.
16d 0 4"O.C.
3/8"PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS 0 4-O.C. AT EDGES & 12" O.C. FIELD
(TABLE 23-11-1-1 UBC) NOTE; 1, 3, 5, 6, 9, 10 &11 BELOW,
380 PLF
518*02eO.c.
5/8-013-0.c.
16d 0 4-O.C,
3/ 8- PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS 0 3- O-C-AT EDGES & 12" O.C. FIELD
490 PLF
(-ABLE 23-11-1-1 UBC) NOTE 1, 3, 5, 6, 9. 10 & 11 BELOW
5/r020*0.
.0*
5/8'0100,e,
16d 0 3 1/2*0.C.;
3/8- PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS 0 2" D.C. AT EDGES & 12- D.C. FIELD
(TABLE 23-11-1-1 UBC�. NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW
610 PLF
5/8*6is*oc.
!s/8"oro.c.
16d 0 2 1/2*0,C.
OVER 3X 2* STRUCT STVDSI PLABLLYWD E 23-11-1WITH I NOTE, 1, 3, UBCad NAILSAT 5, ED6,E9,GS & 10 & 11 13ELOW 12- O.C. FIELD
,-1 )
870 PLF
3/4*016*0.C.
3le0a"O.C.
N/A
NDIEa:
I. ALL EDGES OF PLYWOOD SHEARWALLS MUST BE 5, FRAMING AT ADJOINING PANEL EDGES SHALL I BE 8. ALL INTERIOR BEARING AND NON BEARING
BLOCKED WITH 2X SOLID BLOCKING FOR WALL TYPES 3-INCH NOMINAL OR WIDER & NAILS SHALL BE
9 & 10. AND 3X SOLID BLOCKING FOR WALL TYPES STAGGERED. FOOTINGS TO HAVE 7/32" SHOT PINS AT 32" D.C.
11, 12, 13, & 14. - I.E. HIL11 ICBO REPORT
& WO.C. RESPECTIVELY.
6. WHERE PLYWOOD IS AP . PLIED ON BOTH FACES OF A No.2388, NOV 1995 OR RAMsE*r/REbHEAD ICSO
2. WHERE SHEAR WALL SHEATHING IS TO BE APPLIED WALL AND NAIL SPACING IS LESS THAN 6 "O.0 ON REPORT No.16139, DEC 1995
TO BOTH SIDES IF WALL, DOUBLE THE NUMBER OF EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL 9. USE 2 1/2' x 2 1/2" x 3/16" PLATE
BOLTS. (I.E. HALF THE O/C SPACING) ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL WASHERS.
BE 3� INCHES NOMINAL OR THICKER & NAILS ON
3. USE'3X PRESSURE TREATED DOUGLAS FIR EACH SIDE SHALL BE STAGGERED.
SILL PLATES AT FOUNDATION/FIRST I FLOOR ONLY. Vg�CDX. CC OR STD SHTG IN LIEU OF
7. ALL CON71NUOUS EXTERIOR FOOTING TO HAVE STRUCT 11 PLYWOOD. ALL PLYWOOD SHALL BE
DOUGLAS FIR. OTHER SPECIES MAY REQUIRE
4. PAPER BACKED SELF FURRING EXPANDED METAL 5/8' X 10" A.B.'S 0 48"O.C. UNLESS OTHERWISE CHANGES.
LATH WITH ICSO APPROVAL NOTED' ON PLANS.
1`00' fi 11. AT EXISTING *GS USE SIMPSON EPDXY
BOLTS PER SCHEDULED SILT. BOLTING, EMBEDED
- 8 PER IC80 #25279 WITH SPECIAL INSPECTION.
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EX 714 / 835 1428
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AADRAFTINGCaMSN.COM
REVISIONS
A 777!7T77T-7-Al_
SITE:
714-
JOB DESCRIPTION:
1262 SO FT 2-STORY
ADDITION
STRUCTURAL
DETAILS
DRAWN:
AL
CHECKED:
DATE:
JAN-.II-05
JOB NO:
SHEET NUMBER:
SD-1
---------- ----- -- --- ---------
OUTER 1/3 MIDDLE 1/3 OUTER 1/3
SPAIN
OF SPAN OF I OF SPAN ONLY
AT TOP OR SOT NO NOTCHES AT TOP OR BOT 17
BEAM AS OCCURS As -LOWED U.N.O.
1. 4X POST W/SIMP
STRAP PER PLAN
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i0q OUTER 1/3 MIDDLE 1/3 NOTCHING
3 OUTER NEW L 5. 4X POST W/
OF SPAN OF SPAN SIMP ST6224
AT TOP OR 80T NO NOTCHES AT TOP OR SOT NEW UNDERPIN
PER P
ALLOWED U.N.O. LAN
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PREPARED 13y:
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PH '714 / 835` 1585
FX 714 / 835 1428
2017 W. ALCO AVE.
SANTA ANA
CALIFORNIA 92703
AADRAFT ING 014SN. COM
REVISIONS
SITE:
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vi
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OWNER:
GUADALUPE SOTO
714—
JOB DESCRIPTION:
1262 SO FT 2—STORY
ADDITION
DETAILS
DRAWN:
AL
CHECKED-
DATE-
JAN-11-05
JOB NO:
SHEET NUMBER:
SD-2
CERTIFICATE OF CONIPLIANCE: RESIDENTIAL (Page I of 3) CF-IR
Protect ?tie Date
"A"llyk
Projea Addp,�
70
136cumentation Author, �11 t Telephone
E-o-4-liance'vIethod (Fa k e or Com ute,) Climate Zone
Building Nrinit #
Plan Check i Date
Field Check Date
6filorcement Agency Usv (.)my
GENERAL INFORMATION
i Total Conditioned Floor Area Average Ceiling I leight: _Jg5, ft
j Conditioned Slab Floor Area 1*0
Building Type: Single Family ,ddition
(check one or more) Multi -Family Existing -Plus -Addition
Front Orientation: 5 North / South( �F� lest/ All Orientations
(input front orien if in degrees from True, North and circle one)
Number ofStories
Number of' Dwelling niis:
Floor Construction Type: Sla Raised Flo circle one or both)
s;.
RADIANT BARRIER (required in climate zones 2,4,8-121 Required for this submittalI&CS -no
BUILDING ENVELOPE INSULATION
Component
Type
I
Fraire Type
wd -wood
Cavity
Insulation
Sheathing
insulation
Total R-
Value'
m-,simbTy
-ctor'
UFa
z-o-cat-ion/Commeni's
(ac, garage, typical, etc__�
(Sine,
Wall
Wall
stl-stecf
R-Value
R-Value
7=T
1 Roof
eel,
FFOor
Floor
total K-venue aura A ssfunoly U-Pactor are not reauiMiLlor a wood-Iramed toast that meets cavity R-value
insulation requirernenL; for the Proscrtptivqq _Ea ka -e.
FENESTRATION
Fenestration
ITI pe/Pos.
Orien-
Area
-Fenestration
U-Factor
fenestration
SI MC
Exterior
Shading Art.
Overhangs/
Fins
Front
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Compliance Forms August 2001
C E R T I F !C'-- - A - TT _E OF C 0_M_ P-L-1 -A-N-C- E__ � R__E_ - S__ -1 b _EN T -1 A - L--'- (Pa g e 3 of 3) -1R
Date t
COMPLIANCE STATEMENT
This certificate of compliance lists the building features and performance specifications needed to comply with
Title 24, Paris I and 6 of the California Code of Regulations, and the administrative regulations to implement
them. This certificate has been signed by the individual with overall design responsibility. When this certificate
of compliance is submitted for asingle building plan to be built in multiple orientations, ,my shading feature that
is varied is indicated in the Special Features/Rcmarks section. The undersigned recognize that compliance using
duct scaling and TXVs. requires installer testing and certification and field verification by an approved HERS
Designer or Owner (per Business and Professions Code) Documentation Author
Name: Name.
Title/Firm: 9W:'14 4,k" Title/Firm:
Address: Address:
0 IL �C_q�Z!703
Telephone: 1'elopharte:
Lic,*:
5
rite) (care)
Enforcement Agency
Name:
Title:
Agcac:
lj ,,A
Teleph fie:
gnatu stamp) (date)
Compliance Forms August 2001 A-4
------- - --
CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page
of 3)
Project If itle
Date
RVAC SYSTEMS
Note: Input hydrotric or combined hydronic data undc, Water Heating Systems, except Design Heating Load.
Distribution
Hearing Equipment Minimum Type and Duct or Heat Pump
Type (furnace, heat Efficiency Location Piping Tilermosuit Configuration
pump. etc.) (AR:Forl-I&PF) R-Value ...Type (split or package)
AVL-
Cooling Equipment Minimuni Duct Heat Pump
Type (w, conditioner, Efficiency Location Duct Thermostat Configuration
11ofa purnp, Qvep. reeling). (SEER) (attic, etc.) R-Value. Type (split or package)
SEALED DUCTS and TXVs (or Alternative Measures)
L Sealed Ducts (all climate, zones)
(installer testing and certification and HERS rater field verification required)
0 TXVs, readily accessible (climate zones 2 and 8-15 only)
(Installer testing and certification and HERS Rater or field verificafiarr required)
Refrigerant Charge/Air Flow (climate, zones 7 and 8-15 only)
(Installer testing and ecrtillcarron and HERS Ruler of field verification required)
OR
Alternative to Sealed Ducts and TXVs (see Package C or D Alternative Package Features for Project Climate Zone)
Climate Zone Window SI IGC Window U-ractor SEER Heating
WATER HEATING SYSTEMS
Energy' External
Rated' Tank Factor or Tank
Water Heater Distribution
Number Input (kw Capacity Recovery Standby' Insulation
Type Type
in system or 13tu/11r) (A3ntions) E iciency Loss R;Value
�
1. For small gas storage water heaters (rated inputs of less than of equal to 75100013tr`410, electric resistance, and heat P(IMP water heaters, list Energy
Factor. For large gas storage water hearers (rated input ofgreatef than 7S,wo ritathr),bst Ra'W Input, Reeovevy Efficiency and Standby Loss,
For instantaneous gas ixater beaters, list rated input aratrecoyen� efficifmcies.
SPECIAL FEATURFSsadd extra sheets if necessary). Package C and D: TXVS, Stated Ducts, Radiant
Barriers (see installation requirements for radiant barriers in Section 8.13 of the 2001 Residential Manual).
Package C: thermal mass (thermal mass type, covering, thickness, and description),
_Compliance F�orms-August 2001 A-3
..... . . .... .... .....
STRUCTURAL MATERIAL NOTE
CONCRETE
1. ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR
WEIGHT HARD ROCK TYPE (150 'ICU. FT.). AGGREGATES SMALL
BE NATURAL SAND AND ROCK CONFORMING TO ASTM C-33 WITH PROVEN
SHRINKAGE CHARACTERISTICS OF LESS THAN 0.05 Z
2. READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE
WITH ASTM C-94. PLACEMENT OF CONCRETE SHALL CONFORM TO
ACE30%
3. CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V,
OR PLOW ALKALL CONFORMING TO ASTM C-150.
4. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT AGE OF
28 DAYS FOR;
FOOTINGS 2500 PSI
SLAB ON GRADE 25W PSI
SIDE WALKS 2000 PSI
5. MAXIMUM SLUMP SHALL NOT EXCEED 4"
6. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A
MINIMUM OF 5 DAYS AFTER PLACEMENT. ALTERNATIVE METHODS
WILL BE APPROVED IF SATISFACTORY PERFORMANCE CAN BE
ASSURED.
7, ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND OTHER
INSERTS SHALL BE SECURELY FASTENED IN THE FORMS BEFORE
CONCRETE IS POURED, ADEOUATE CLEANOUTS SHALL BE PROVIDED
IN I MNOUT AND
BOTTOM OF CONCRETE FORMS FOP, PROPER CLE
INSPECTION.
S. VIBRATION OF CONCRETE SMALL BE IN ACCORDANCE WITH THE
GENERAL PROVISIONS OUTLINED IN PORTLAND CEMENT ASSOCIATION
SPECIFICATIONS ST-26.
9. EXPOSED CORNEROF COLUMNS. BEAM. WALL. ETC. SHALL
BE FORMED WITH Y4S " CHAMFERS UNLESS DETAILED OTHERWISE.
10. CONCRETE CONTRACTOR SHALL SUBMIT PROPOSED CONCRETE
DESIGN MIX TO THE MCINTECT AND ENGINEER OF RECORD.PRIOR TO
STARTING THE WORK,
11. NO WATER SMALL BE ADDED TO CONCRETE WITH TEMPERATURE
IN EXCESS OF 95* F,
12. WIRE MESH LAP (END & SIDE) SHALL BE ONE FULL MESH -2,
LUMBER
1. ALL LUMBER SMALL BE GRADE MARKED DOUGLAS FIR CONFORMING
TO DIVISION 23 (2001 CA.C.)
2. RAFTER, BEAMS. PURLINS $HALL BE DOUGLAS FIR NO. UNLESS
OTHERWISE NOTED
GRADE
3. JOIST, PURLINS 2" TO 4" WIDE. DEEPER NO.1
BEAMS, PU*L!NS OVER 4" WIDE NO.1
SUBPURLINS 2" TO 4" WIDE, 6" DEEPER NOI
LEDGERS NO1
STUDS 2" x 4" OR 3" x 4" STUDS
STUDS 2" x &' NO.1
POSTS 5" x Y AND LARGER N0.1
SILLS, PLATES AND BLOCKING 140.2
4. SILLS AND PLATES IS CONTACT WITH CONCRETE OR MASONRY AND
WITHIN 48" OF GROUND SHALL BE PRESSURE TRESTED DOUGLAS FIR
(PTOF), SILLS SMALL BE BOLTED TO THE FOUNDATION WITH 5/8"
61AMETER x 10`- BOLTS AT 48" ON CENTER, 112" IMININILW FROM
ENDS OR 2 BOLTS MINIMUIA PER PIECE, UNLESS NOTED OTHERWISE.
5. STUD WALLS ABUTTING A CONCRETE OR MASONRY WALL SHALL BE
BOLTED TO THE WALL WITH 5/8" ANCHOR BOLTS AT 24" ON CENTER,
6. ALL NON BEARING STUD WALLS SHALL BE 2 x STUDS AT 16 O.C.
WITH % GYP. BOARD EACH SIDE, UNLESS OTHERWISE NOTED.
7. ALL STUD WALLS SHALL HAVE FULL HEIGHT I x 6 DIAGONAL
LET -IN BRACES AT ENDS AT INTERVALS NOT EXCEEDING 25 FT.
D.C. UNLESS OTHERWISE NOTED ON PLANS. BRACES SHALL COVER A
MINIMUM OF SIX STUD SPACES.
S. COMMON NAILS SHALL BE USED.
Q. FIRE BLOCKING 2 it 0/2" THICK, SMALL BE PLACED IN STUD
WALLS AT CEILING AND FLOOR LEVELS, AT EACH IV HEIGHT OF
STUDS, AND BETWEEN STAR STRINGERS AT SUPPORTS.
10. JOISTS SHALL BE BLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED
AT INTERVALS OFF & WHERE JOISTS ARE 2 x 12 OR DEEPER.
11. MAXIMUM UNSUPPORTED HEIGHT FOR NON -SEARING PARTITION SMALL
BE 2 n 4 0 16" D.C. UP TO 14'-0"
2 x 6 0 16" O-C. UP TO 2V-V'
2 8 a I&' O_CUP TO 26iY'
12. PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS.
13. BOLT HOLES IN WOOD MEMBERS SHALL BE A MINIMUM '&" AND A
MAXIMUM 'le LARGER THAN THE BOLT DIAMETER.
PLYWOO
I. PLYWOOD SHEETS SMALL BE COX CONFORMING TO PS 1-95 AND
SHALL BE STAMPED WITH THE ORPA GRADE OF THE AMERICAN
REINFORCING STEEL
PLYWOOD ASSOCIATION. UNLESS NOTED OTHERWISE ON THE PLANS.
2. EACH SHEET SHALL HAVE A MINIMUM AREA Of 8 SO. FT, WITH A
1,
REINFORCING STEEL SHALL SE INTERMEDIATE GRADE DEFORMED
MINIMUM DIMENSION OF 2 FEET,
BARS AS FOLLOWS -
3. SEE FRAMING PLAN FOR DIAPHRAGM NAILING SCHEDULE. NAILING
FOOTING, SLAB ON GRADE.
SHALL BE INSPECTED AND APPROVED BEFORE COVERING,
MASONRY. AND SENT DOWELS, TIES
3 BAR AND SMALLER AST IM A-615 GRADE 40
-4 BAR AND LARGER ASTM A-615 GRADE 60
2.
DEFORMATION OF REINFORCING SMALL BE IN ACCORDANCE WITH
ASTM A-305 AND SENDING IN ACCORDANCE WITH AC1318-95.
3.
MINIMUM CONCRETE COVER OVER REINFORCING RESAR FOR
FOUNDATION NOTES
(EXCEPT AS NOTED OTHERWISE)
1, FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE
NOT EXPOSED TO WEATHER OR EARTH
EXPOSED TO WEATHER 2
SOIL BEARING PRESSURE PER 2001 CALIFOR"A BUILDING CODE SHALL
EXPOSED TO EARTH 2"
BE AS FOLLOWS*
PILASTER, BE& COLUMN TIES I V2"
CONTINUOUS FOOTING - 1000 RS.F.
FORMED FOOTING AND WALL EXPOSED TO EARTH 2"
UNFORMED FOOTING AND WALL EXPOSED TO EARTH 3"
ISOLATED FOOTING - 1000 P.S.F.
SLAS ON GRADE 21,
2. ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM
4.
SPLICE IN CONCRETE -
UNDISTURBED NATURAL SOP -.OR APPROVED COMPACTED FILL AND
MINIMUM OF 36 BAR DIAMETER OR 12" WHICHEVER IS GREATER.
ADJACENT FINISH GRACE UNLESS NOTED OTHERWISE.
3. ALL FOOTING SMALL BE CENTERED ON PILASTER ANDIOR WALL AND
S.
WELDED WIRE FABRIC SHALL CONFORM TO ASTbh A-185 AND i-82.
COLUMN UNLESS OTHERWISE NOTED.
6,
ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REOUIREMENTS
4. FINISH FLOOR (F.F.) EXCAVATION SHALL BE AS NOTED ON CRADING
OF ACI 318-95.
PLANS.
7.
ALL ROW ORCING STEEL. DOWELS. ANCHOR BOLTS, INSERTS. ETC.
SHALL BE SECURED IN PLACE PRIOR TO PLACING ANY CONCRETE
5. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION
OR GROUT`
PROCEDURES INCLUDING LAGOING. SHORING AND PROTECTION OF ANY
ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN
S.
ALL REINFORCING STEEL SMALL CONFORM TO THE REOUREMENTS
ACCORDANCE WIT H ALL NATO STATE AND LOCAL SAFE T
OF ASSTV A-615 GRADE 60.
ORDINANCES.
9.
ALL REINFORCING BAR SENOSS SHALL BE MADE COLD.
6. ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON
10.
ALL REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MILL
SCALE OR ANY OTHER FOREIGN MATERIAL WHICH MAY AFFECT THE
DRAWINGS. DETAILS, AND/OR SCHEDULES.
BAR$ ABILITY TO. BOND TO THE MORTAR.
7. ALL FOOTINS AND PIERS SHALL BE CENTERED UNDER THE SULDINO
it.
REINFORCEMENT THAT IS PARTIALLY EMBEDDED IN CONCRETE SHALL
COLUMNS. (U.N.O.)
NOT BE FIELD SENT EXCEPT AS SPECIFICALLY DETAILED IN THESE
8. ALL E)ISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FC"A71ONS
OR WTHOUT TK MTTEN APMVAL Of TK ENGKER OF RECM.
SHALL BE REMOVED AND RELOCATED.
12,
ALL REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS
9. ALL PIPES, DUCTS AND CCMDUITS WITHIN THE SPHERE OF INFLUENCE OF
THE FOOTING, (THE PRESSURE ZONE, EXTENDING BELOW THE FOOTING,
ON THE DRAWINGS. WHERE LAP AND/OR SPLICE LOCATIONS ARE
NOT SPECIFICALLY INDICATED, PROVIDE CLASS "C" SPLICE PER
BASED ON A 2 HORIZONTAL TO I VERTICAL SLOPE), SHALL BE SLEEVED
SCHEDULE. ALL SPLICE LOCATIONS SHALL BE CLEARLY SHOWN ON
THROUGH CONCRETE CAST -IN -PLACE AT THE FOUNDATION POUR.
SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE
10. FOUNDATION MAY BE SUBJECT TO STRUCTURAL REVISION IN THE FIELD
FABRICATION.
DUE TO POSSIBLE VARYING SUBSURFACE CONDITIONS.
13.
PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE
MANUAL OF, STANDARD PRACTICE FOR REINFORCING CONCRETE
CONSTRUCTION, BY WCRSI.
14.
CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SMALL NOT BE
LESS THAN V, NOR I BAR 011A., (NOR in MAX. AGGREGATE SIZE,
FOUNDATION PLATES/SILLS
BARS IN SECOND LAYER SMALL BE DIRECTLY ABOVE BARS IN FIRST
LAYER, MPC DISTANCE BETWEEN LAYERS - V.
I. FOUNDATION PLATES OR SILLS SHALL BE BOLTED TO THE FOUNDATION
OR FOUNDATION WALL WITH NOT LESS THAN W' OW STEEL BOLTS
EMBEDDED AT LEAST 7" INTO THE CONCRETE OR MASONRY AND
SPACED NOT MORE THAN 6'-0" APRART. THERE SHALL BE A MINIMUM
OF (2) BOLTS PER PIECE WITH ONE BOLT LOCATED WITH 12" OF
EACH END OF EACH PIECE. A PROPERLY SIZED NUT AND WASHER
SMALL BE TIGHTENED ON EACH SOLT TO THE PLATE. FOUNDATION
PLATES 90 SILL SMALL BE THE KIND OF WOOD SPECIFIED IN SECTION
423MA OF THE 220011 ',.&C,
2X RR PER PLAN
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