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GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001 C.B.C. PLUMBING AND MECHANICAL 7CODES1
THE C.E.C. AND LOCAL ORDINANCES.
2. VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS.
3. IT SHALL BE THE RESPONSABILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS Q,N THE
SITE PRIOR TO COMMENCING WORK AND IS TO NOTIFY THE OWNER AT ONCE UPON DISCOVER OF ANY
OMISSIONS OR CONFLICT IN THE DRAWINGS.
4. ALL NAILING TO COMPLY WITH TABLE 2341-B-1 C.B.C.
5. ALL PLUMBING WALLS TO BE 2" x 6"
6. DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE A MINIMUM OF 8" WIDE AND NO "FLAT" STUDS
PERMITTED. STAGGERED STUDS ARE ACCEPTABLE.
7. SMOOTH, HARD, NON ABSORBENT SURFACE IS PROVIDED TO A HEIGHT OF 70" ABOVE THE DRAIN INLET OF
THE SHOWER OR TUBISHOWER COMBINATION, MATERIALS SHALL BE OF A TYPE NOT ADVERSELY
AFFECTED BY MOISTURE.
8. ALL WATER CLOSETSMARE LOCATED IN A CLEAR SPACE NOT LESS THAN 30" WIDTH AND HAVE 24" MIN.
CLEARANCE IN FRONT OF THE STOOL.
9. FOR EXHAUST VENTILATION AIR, PROVIDE MECHANICAL FAN 5 AIR CHANGES PER HOUR.
10. RECEPTACLE OUTLETS LOCATIONS WILL COMPLY WITH NEC Art 210-52 (a) "20 AMP. CIRCUIT DEDICATED TO
EACH BATHROOM"
11. ALL BEDROOM CIRCUITS REQUIRE ARC -FAULT PROTECTION.
12. GROUND -FAULT CIRCUIT INTERRUPTER (GFI) PROTECTION COMPLIES WITH NEC Art. 210-8: "ALL 126 volt
SINGLE PHASE, 15 AND 20 AMPERES RECEPTACLES INSTALLED IN BATHROOMS, GARAGES, BASEMENTS,
OUTDOORS, KITCHEN COUNTERS AND AT WET BAR SINKS.
13. WATER HEATER TO BE BRACED TO RESIST SEISMIC FORCES, PROVIDE TWO STRAPS (ONE STRAP AT TOP
1/3 OF THE TANK AND ONE STRAP AT BOTTOM 1/3 OF THE TANK).
14. THE MANUFACTURED WINDOWS SHALL HAVE A LABEL ATTACHED CERTIFIED BY THE NATIONAL
FENESTRATION RATING COUNCIL (NFRC) AND SHOWING COMPLIANCE WITH THE ENERGY CALCULATIONS.
15. THE CONTRACTOR SHALL PROVIDE ANY SHORING AND/OR BRACING TO THE EXISTING STRUCTURE WICH
MAY BE REQUIRED DURING CONSTRUCTION.
16. PERMISSIBLE NOTCHING AND BORING OF JOISTS ARE TO BE SHOWN ON THE PLANS AND SHALL NOT
EXCEED CBC SECTION 2320.8.3 ALLOWANCES.
17. NOTCHING OF EXTERIOR AND BEARING/NONBEARING WALLS SHALL NOT EXCEED 25%140% RESPECTIVELY.
BORED HOLES IN BEARING/NONBEARING WALLS SHALL NOT EXCEED 400/6160% RESPECTIVELY. IN NO CASE
SHALL THE EDGE OF THE BORED HOLE NEARER THAN 5/8" TO THE EDGE OF THE STUD (2320.11.9 AND
2320.11.10)
18. HEADER AND TRIMMER DETAILS FOR DOORS AND WINDOWS ARE TO BE SHOWN WITH THE FULL LENGTH
TRIMMERS, SPECIFYING THE SIZE OF THE HEADER AND TRIMMER (2320.11.6)
19. USE SIMPSON ST 6224 TO TIE-IN TO EXISTING TOP PLATES.
— ANALYSIS AREA
(E) FIRST FLOOR S.F.R. AND GARAGE 1,216 S.F.
(N) EXTENSION OF THE GARAGE 150 S.F.
(N) FIRST FLOOR ROOM ADDITTION 632 S.F.
(N) PORCH 83 S.F.
(N) SECOND FLOOR ROOM ADDITTION 1,163 S.F.
(N) SECOND FLOOR BALCONIES 92 S.F.
TOTAL LOT RATIO 2,081 S.F.
LOT SIZE 6,930 S.F.
% LOT COVERAGE 30%
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TITLE 24 SUMMARY
----------
ENERGY (TITLE 24) REQUIREMENTS
INSULATION EXT WALLS: R-13
SUBFLOOR: R-19
ATTIC: R-30
FENESTRATION FENESTRATION: U-FACTOR=.40 max
SHGC= .35 max
A/C EFFICIENCY N/A
RADIANT BARRIER EMISSIVITY LESS OR EQUAL TO 0.05
INSTALLED TO COVER ROOF RAFTERS AND
GABLE ENDS WALLS AT ATTICS
ALTERNATE FOR TXV OR / SEAL DUCTS
DTS�,R�
C-1
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CODE EDITIONAS—l'—
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F!_O0D:Z0NE CIS RITIF REOM YES
MICROFILM E
RADIANT BARPRIERn @ROOF, YE' NO
HESIDENT1 iAL DF\,� FEE YES N
Tur"TURAL STRU UlrIAL
b0-1f,
U E D F 0 R
SE.Flk"MIATE P E701_1,172'�,"fl 1$11
ELECITI-RiCU1, PLANS
yhia selt of pwis and spociftatiOTls rjiusl be kept on the job
at all ljrnos, and it is IM421,0ifful to mako any changes or
r,fte,-t perinisskon from the
on sanno without wmt
City of Santa Ana.
The 009W%2=01 W this 00 ard ST#Qa «DSfi-m ons SHALL NOT
F a f"'i L��e vioiaiion of any
bad P e I d t o p rar i rl I t C-, 0, .1 2- r!�Pr 0 `4 t'l
provisions " e or Sials Lavi.
Accepted By Date —
CITY OF SANTA ANA
Date Issued 7
N
C 4320
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31/3 1 /07,
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CHECKED
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STRUCTURAL NOTES
�CONCRETE
3, GRADE
1, ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK TYPE (150 -CU FT) JOIST, PURLINS TT04"WIDE, 6& DEEPER No: I
AGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM 0-33 WITH PROVEN SHRINK AGE Be". PURLINS OVER 4"WIDE NO, I
CHARACTERISITC$ OF LESS THAN 0,05 %. SUSPURUNS 7 TO 4- WIDE, 6 & DEEPER NO. I
LNO. 2
2, READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM 044 PLACEMENT STUDSEDGERS 2*x4*OR3*x4' STUDS
OF CONCRETE SHALL CONFORM To ACI 301. STUDS Tx(F No. I
Kt,-r -441�4,5&,M T--P j4.-,',j?4A POSTS S'x SAND LARGER No 1
3.- CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V OR SLOW ALKALL CONFORMING TO SILLS. PLATES AND BLOCKING No.
ASTMC-150.
4.- SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY AND WITHIN 48" OF GROUND, SHALL BE
4, MINIMUM COMPRESSIVE STRENGHT OF CONCRETE AT AGE OF 28 DAYS FOR: PRESSURE TRESTED DOUGLAS FIR (PTDF) SILLS SHALL BE BOLTED TO THE FOUNDATION WITH 51W
DIAMETER x 10* LONG BOLTS AT 4W AT ON CENTERMINIMUM FROM ENDS OR TWO BOLTS MINIMUM PER
�2X 10 44 IV FOOTINGS 2,661) PSI PIECE,(LESS OTHERWISE NOTED.
SLAB OR GRADE 2,500 psi
SIDEWALKS 2,000 PSI
5-.STUD WALLS ABUTIW A CONCRETE OR MASONRY WALL, SHALL BE BOLTED TO THE WALL WITH 618
ANCHOR BOLTS AT 24" 010.
5, MAXIMUI*SLUMF gHALL NOT EXCEED 4-.
6, ALL NON BEARING STUD WALLS, SHALL BE T X STUDS AT 16" OIC WITH 5/8' GYP. BOARD EACH SIDE,
6, CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF 5 DAYS AFTER PLACEMENT. UNLESS OTHERWISE NOTED.
ALTERNATIVE METODS WILL BE APPROVED;F SATISFACTORY PERFORMANCE CAN BE ASSURED.
7, ALL STUD WALLS SHALL HAVE FULL HEIGHT I"x WD"ONAL LEFT -IN BRACES AT ENDS AT INTERVALS
7, ALL REINFORCING STEEL ANCHOR BOLTS, DOWELLS AND OTHER INSERTS SHALL BE SECURELY NOT EXCEEDING 25 FEET OIC UNLESS OTHERWISE NOTED ON PLANS, BRACES SHALL COVER A MINIMUM OF
FASTENED IN THE FORMS BEFORE CONCRETE IS POURED. ADEQUATE CLEANOUTS SHALL BE PROVIDED IN SIX STUD SPACES,
BOTTOM OF CONCRETE FORMS FOR PROPER CLEANOUT AND INSPECTION.
8, VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS OUTLINED IN 8, COMMON NAILS SHALL BE USED.
21-51
PORTLAND CEMENT ASSOCIATION SPECIFICATIONS ST-26. 9� FIRE BLOCKING 2' x I % ' THICK, SHALL BE PLACED IN STUD WALLS AT CEILING AND FLOOR LEVELS AT
EACH 10'HEIGH[T OF STUDS AND BETWEEN STAIR STRINGERS AT SUPPORTS.
9- EXPOSED CORNERS OF COLUMNS, BEAMS, WALLS, ETC., SHALL BE FORMED WITH %'C~ERS UNLESS
DETAILED OTHERWISE. 10, JOISTS SHALL BE BNLOCKE0 AT SUPPORTS AND BRIDGED OR BLOCKED AT INTERVALS OF 8' WHERE
JOISTS ARE T x IT OR DEEPER,
10, CONCRETE CONTRACTOR SHALL BE SUBMIT PROPOSED CONCRETE DESIGN MIX TO THE ARCHITECT
C15j. [jr AND ENGINEER OF RECORD, PRIOR TO STARTING THE WORK MAXIMUM UNSUPPORTE HEIGHT FOR NON -BEARING PARTITION SHALL BE:
2x4@ 6*01CU T0141-T
2Y G .34 11, NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE IN EXCESS OF 95 IF. TxW@116*01CUFT020'-w
12, WIRE MESH LAP (END & SIDE) SHALL BE ONE FULL MESH -2 Tx 8`@ 16'01C UP To 26'-G'
12: PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS,
PLYWOOD 13.- BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1132'AND A MAXIMUM 1116' LARGER THAN THE
I, PLYWOOD SHEETS SHALL BE COX CONFORMING TO PS 1-95 AND SHALL BE STAMPED WITH THE DRPA BOLT DIAMETER,
GRADE OF THE AMERICAN PLYWOOD ASSOCIATION, UNLESS NOTED OTHERWISE ON THE PLANS,
REINF-OR-CING jEEL
2EACH SHEET SHALL HAVE A MINIMUM AREAWITH A MINIMUM DIMENSION OF 2 FEET.
3, SEE FRAMING PLAN FOR DIAPHRAGM NAILING RULE,NAILING SHALL BE INSPECTED AND APPROVED I OOTING, � REINFORCINGON GRADS
SHALL BE MASONRY ITEAND EDIABENT TE GRADE DEFORMED SEARS AS FOLLOWS:
FSLAB DOWELLS, TIES:
BEFORE COVERING. 0 3 BAR AND SMALLER ASlUA-615GRADE40
#4 BAR AND LARGER ASTM A- 615 GRADE SO
FOUNDATION NOTES 2, DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A-305 AND BENDING IN
ACCORDANCE WITH ACI-318-95.
1- FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE DOIL BEARING PRESSURE PER 2001 3, MINIMUM ONCRFTE COVER OVER REINFORCING RESAR FOR:
UNIFORM BUILDING CODE SHALL BE AS FOLLOWS: (EXCEPT AS NOTED OTHERWISE)
CONTINUOUS FOOTING I .000PS.F. NOT EXPOSED TO WEATHER OR EARTH 1.
EXPOSED TO HER 1
ISOLATED FOOTING 1,0m P.S.F. EXPOSED TOEARTH 2'
PILASTER, SEW & COLUMN TIES I I/I
ALL FOOTINGS SHALL BE FOUNDED ON OR 13ELOW FIRM UNDISTURBED NATURAL SOIL OR APPROVED FORMED FOOTING AND WALL EXPOSEDTO EARTH T
�40� COMPACTED FILL AND ADJACENT FINISH GRADE UNLESS NOTED OTHERWISE. UNIFORMED FOOTING AND WALL EXPOSED TO EARTH 3'
pg SLAB ON GRADE
3r ALL FOOTING SHALL BE CENTERED ON PLASTER AND/OR WALL AND COLUMN UNLESS OTHERWISE
NOTED. 4, SPLICE IN CONCRETE:
,�_,X4 41- FINISH FLOOR (FF) EXCAVATION SHALL BE AS NOTED ON GRADING PLANS, MINIMUM OF 38 BAR DIAMETER OR 12'VIACHEVER IS GREATER.
�11!44, WF- Iv, 5-THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING 5� WELDED WERE FABRIC SHALL CONFORM TO ASTM A-185 AND 1-82.
LAGGING, SHORING AND PROTECTION OF ANY ADJACENT PROPERTY STRUCTURES, STREETS AND UTILITIES 6, ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-95
IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES.
-"110 CON c -%Attp 7,ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC, SHALL BE SECURED PLACE PRIOR TO
6� ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON DRAWINGS, DETAILS AND/OR - PLACING ANY CONCRETE OR GROUT.
SHEDULES.
7, ALL FOOTINGS AND PIERS SHALL BE CENTERED UNDER THE BUILDING COLUMNS (U.N.O.) B.-ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM "15 GRADE 00,
11 9, ALL REINFORCING BAR SENDS SHALL BE MADE COLD,
S.- ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS SHALL BE REMOVED
AND RELOCATED. 10, ALL REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MILL SCALE OR ANY OTHER FOREIGN
RS ABILITY TO BOND TO THE MORTAR.
MATERIAL WISH MAY AFFECT ro, BA
0, ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE FOOTING (THE PRESSURE
I ftTtiTING, BASED ON A 2 HORIZONTAL TO I VERTICAL SLOPE) SHALL BE llr REINFORCEMENT THAT IS PARTIALLY EMBEDED IN CONCRETE SHALL NOT BE FIELD BENT EXCEPT AS
SLEEVED THROUGH CONCRETE CAST -IN -PLACE AT THE FOUNDATION POUR, I
SPECIFICALLY DETAILED IN THESE DRAWINGS OR WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OF
ALE VARYING RECORD.
TO TRUCTURAL REVISION IN THE FIELD THE POSSIBLE
IIIIk m ON& 12ALL REINFORCING STEEL SHALL BE PROVIDED Al ALL POUR JOINTS ON THE DRAWINGS, WHERE LAP
ANDIOR SPLICE LOCATIONS ARE NOT SPECIFICALI Y WIDICATED, PROVIDE CLASS 'C' SPLICE PER
LUMBER SCHEDULE. ALL SPLICE LOCATIONS SHALL BE CLEARLY SHOWN ON SHOP DRAWINGS AND APPROVED BY
ENGINEER OF RECORD BEFORE FABRICATION.
SI GRADE KED DOUGLAS FIR LARCH CONFORMING TO DIVISION 23 (2001 C.13.0)�
SECTION A C= 1/4"- V0 -" 13, PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE
R. s SHALL DOUGLAS FIR NO. UNLESS OTHER%VSE NOTED. FOR REINFORCING CONCRETE CONSTRICTION BY WCRSI.
14,- CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN V NOR 1 BAR OiA NOR Ix
MkXAGRAGATESIZE.
BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN DISTANCE BETWEEN
LAYERS 1".
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OWNER.
MR
ROBERTO AVELUNEDA
7141531.3073
®.1
DESCRIPTION OF JOB
663 SCI FT (N) EXT FOR
(E) BEDRM, RELOCATE (E)
LlV'4G RM TO CONVERT (N)
DONE RM, ADD TO ADD -IN (N)
LIV*G RM W/ NEW SATIFIRM.
CRECKEO
CATS
SCALE
Joe No.
SHIEST
A13.1
OF SHEETS
-I
PRINTED ON CLEARPRINT 1000K
FLOOR SHEATING:
T&G PLYW'D W/8d @ 6"o/c EN/BN & 8d @ I 0"o/c
FIELD. STRUCTURAL I UNDERLAYMENT GRADE
4 JE
FLOOR S"EAT T&G PLYW'l
CT
LD STRUCTURAL
"INDEX 32/16 UNBLOCKED UNLESS NOTED.
.
r
F
'51A,
ROOF SHEATING
CDX, 24/o INDEX PLYWOOD W/ 8d COMMON NAILS
8d @ 10" o/c FIELD. EXTERIOR GRADE
INDEX 32116 UNBLOCK UNLESS NOTED. PROVIDE ROOF
KAUIAN I BARRIER PER T-24 AT PLYWOOD UNDERSIDE
ROOFING MATERIAL
ASPHALT SHINGLE CLASSWOR BETTER TO MATCH
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ROOF DECK MATERIAL
ROOF DECK SHALL BE DRY, SMOOTH, CLEAN AND SECURELY
NAILED. COVER LARGE CRACKS W/ METAL. METAL FITTINGS
SHALL BE IN PLACE BEFORE ROOFING APPLICATOR BEGINS
HIS WORK.
EXCEL COAT
WALKING AND ROOF DECK SYSTEM
ICBO# ER 4804
2
Z6
SHEAR WALL SCHEDULE 1997 U.B.0
SILL BOLTING
ALLOWABLE
EXTERIOR
INTERIOR
SILL NAILING @
MARK
WALL TYPE
SHEAR
WALLS
WALLS
UPPER
STORIES
OVER PAPER BACKED LAT W116 GA STAPLES @ 6- O/C @TOP & BOTTOM
A70STUCCO
PLATES, EDGE OF SHEAR WALL AND ON FIELD (ICBO REPORT No. 1823, FEB, 1973) OR
180 PLF
5/8 @ 55'01C
5/8 @ 55" O/C
16d
(ICBO No. 1318, FEB, 1973) OR ( ICBO No. 1254, FEB 1972) NOTE 4 AND 9 BELOW
3/8"PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 6- OIC @ EDGES & 12" OIC FIELD
260 PLF
5/8 @ 36'01C
518 @ 3WOlC
16d @ 6" O/C
(TABLE 23-11-1-1 U.B.C. ) NOTE 1,9, 10 & 11 BELOW
31V ,V PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ O/C @ EDGES & 12" O/C FIELD
350 PLF
518 @ 26!'O/C
5/8 @ 26" O/C
16d @ 4" 0/0
I(TABLE 2341-1-1 U.B.C. ) NOTE 1, 6, 9, 10 & 11 BELOW
318' PLYWD SRUCT It OR STD SHTG WITH 8d NAILS @ 4" OIC @ EDGES & 17- O/C FIELD
380 PLF
5/8 @ 26'01C
5/8 @ 26- OIC
16d @ 4�'O/C
(TABLE 23-11-1.1 U.B,C.) NOTE t 3,5, 6, 9, 10 & 11 BELOW
i
WIT PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 3- O/C @ EDGES & 12" O/C FIELD
490 PLF5/8
@ 2WOIC
5/8 @ 29- 010
:3
(TABLE23-11-1-1 U.B.C.) NOTE 1, 3,5,6,9. 10& 11 BELOW
1/2" O/C
3/8" PLYWD SRUCT If OR STD SHTG WITH Bd NAILS @ 2" O/C @-EDGES & 12" O/C FIELD
61 0 PLIF
5/8 @ 16' 01C
5/8 16. O/C
l6d @ 72
(TABLE 23-11-1-1 U,B.C) NOTE 1, 3,5,6,9. 10 & 11 BELOW
112- O/C:
Z �
1/2"STRUCT IPLYWD WITH 10d NAILS @ 2" O/C@ EDGES & 12" 0/0 FIELD
870 PLF
3/4 @ 16" OIC
3/4 16" O/C
N/A
OVER 3XSTUDSfTABLE 23-11-1-1 U.B.C.) NOTE 1. 3, 5.6.9, 10&11 BELOW
NOTES:
1; ALL EDGES OF PLYWOOD SHEARWALLS MUST BE,BLOCKEO WITH 2x SOLID BLOCKING FOR WALLS TYPES 9 & 10, AND 3 x SOLID BLOCKING FOR WALLS TYPES 11, 12,13 & 14
Z- WHERE SHEAR WALL SHEATING IS TO BE APPLIED TO BOTH SIDES IF WALL, DOUBLE THE NUMBER OF BOLTS. (I.E. HALF THE 01C SPACING)
3- USE 3 x PRESSURE TREATED DOUGLAS FIR SILL PLATES AT FOUNDATION/FIRST FLOOR ONLY
4- PAPER BACKED SELF FURRING EXPANDED METAL LATH ICSO APPROVAL
5- GRAMING AT ADJOINING PANEL EDGES $HALL BE 3- INCH NOMINAL OR WIDER & NAILS SHALL BE STAGGERED
6, WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6"01C ON EITHER SIDE, PANEL JOINT$ SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING
MEMBERS OR FRAMING "Ll. BE X INCHES NOMINAL OR THICKER & NAILS ON EACH SIDE SHALL BE STAGGERED
7,- ALL CONTINUOUS EXTERIOR FOOTING TO HAVE 518"x 10"A.B.'s § 48"On UNLESS OTHERWISE NOTED ON PLANS
&- ALL INTERIOR BEARING AND NON BEARING FOOTING$ TO HAVE 7/32'SHOT PINS 0 32" O)C & 48- O/C RESPECTIVELY: I.E, OZARK# H-67 ICBO REPORT 1280, MAY 1987
9- USE 2 M x 2 lrt x 3/16'PLATE WASHERS
10.- USE CDXCC OR STD SHTG IN LIEU OF SRUCT If PLYWOOD. ALL PLYWOOD $HALL BE DOUGLAS FIR. OTHER SPECIES MAY REQUIRE CHANGES,
11.-AT EXISTING FOOTINGS USE REDHEAD WEDGE ANCHORS TO COMPLY WITH SILL BOLTING ICBO # 1372 MIN EMBED 71 r2"
12,- USE DOUBLE FLOOR JOISTS BELOW ALL PARALLEL SHEARWALLS U.0,N.
%AT FLOOR LEVELS USE SOLID BLOCKING AT PERPENDICULAR SHEARWALLS AND DOUBLE FLOOR JOISTS AT EACH END OF THE SHEARWALL.
14 ALL BEAMS SUPPORTING SHEARWALLS MUST BE STRAPPED TO THE WALLS BELOW.
HOLDOWNS ON UPPER LEVEL MUST BE CONNECTED TO A POST BELOW PER HOLDOWN SCHEDULE TO THE LOWER LEVEL OR TO THE FOUNDATION.
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CHECKED
DATE
SCALE
Joe No.
SHEET,
s on I
OF SHEETS
"ii"
RF. SHTG 'ST22' SIMPSON SST8
I
PER PLAN STRAP SELECTION TABLE SLAB/FOUNDATION
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-kl n m
4 8' 0, C. X Po'� I
'Ll'! HN GR, PER PLAN
2 X CONT.
e 16' O.C. 1-3/4,
RF. SHTG e L6' CURB
CALIF.. rRAMG MIN,
X R/R
MO I)EL = v. .om z-& sm. rum
NO. mono Pbtm TWO rm
HD2A SST616SSTB20
HD5A SST620 SSTB:24
HD6A SSTB28 SST634
I RD8A SSTB28 SSTB_3T_
LE�l 0A :S8TB28- SSTB34
ADE
OR NATURAL
GRADE, SEE FOUNDATION PLAN
WHICHEVER FFOP SLAB, SPECIFICATION
IS LOWER— E. N. E.N.
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CONT. —SSTB ANCHOR BOLT-
2 X BLK'G. _1,� —_ * SEE TABLE ABOVE -LI'2- 1-STORY L TOP & 110T. 00
.1 3-CLR, I — #4 CDNT.
'c-E :]'�'---CONCRETE FOOTING 3fCLR. tl TOP BOT.
ALS11. SE 1—STORY
15' 2—STORY
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TYP. R ��� 0NN� G` T 0 N 17 �AL11 L DOWN 5 EXTEMO" F"OT�N"
A35 16* O,C, RF, SHTG. R — -----
U.N.Q�
CALIF. FRAMG. L I
WOOD POST 1. CONT. INSPECTION REO'D.
AL_ RIDGE BM,
EDGE Or STUD 2, DRILL HOLES PER MANUF.
_SIMPSQN CBS WALL OR POST, SPECS.
HIP 13M. OR' CB COLU'MN 1 A307 THREATIEEIXQYD
WHERE OCCURSN2XBLKCi R' BASE QJSE-/4' SIMPSON SET ICB0 #5279
MIN.-
ns e ALL
4 8' O.C. 414 DOWELS
ul EM 3/4' DIA. HOLES
U.N,O.
ERIOP
I ...... A 'e 4 8' O.C. X 6' DEEP,INSLRT
POSTS) 0
?X STUD$. 0 A ANCHOW-V—BED, EDGE". REBAR-IN NON -
POST CAP -SHRINK GROUT LOAD,
2 R/R 1111�_11fl, =
el6l, 11 CONC, NEW SLAB 0
I -DEPTH RISL
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2. MORTAR SHALL BE AS FOLLOWS: Vm = 1500 PSI MIN. CONNECTIONS SHALL BE DRIVEN SO THAT THEIR HEAD OR CROWN IS FLUSH WITH
2. THE PLANS SHALL BE REVIEWED FOR DIMENSIONAL & EXISTING SITE I PART PORTLAND CEMENT 4 PARTS SAND 1/4 MIN. TO 1/2 MAX. PART HYDRATED THE SURFACE OF THE SHEATHING. °
CONFORMANCE WITH THE PLANS BY THE CONTRACTOR PRIOR TO THE START OF LIME
CONSTRUCTION. THE ARCHITECT Sc ENGINEER SHALL BE NOTIFIED OF ANY JOISTS OR RAFTERS TO SIDES OR STUDS
DISCREPANCIES. 3. GROUT SHALL BE AS FOLLOWS: Vc = 2500 PSI 8 INCHES IN DEPTH OR LESS ---------------------------- 3-16d
1 PART PORTLAND CEMENT 3 PARTS SAND 2 PARTS PEA GRAVEL WATER SUFFICIENT FOR EACH ADDITIONAL 4"OEPTH ADD ------------------------ 1-i 6d
3. WORKING DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS. TO ALLOW GROUT TO FLOW INTO ALL JOINTS. JOISTS OR RAFTERS AT ALL BEARING 1- #5 MIN.
TOE NAIL EACH SIDE ---------------------------------- 3-8d
4, ITEMS IDENTIFIED BY TRADE NAMES MAY BE SUBSTITUTED BY APPROVED EQUALS. 4. CELLS SHALL BE IN VERTICAL ALIGNMENT TO PROVIDE A MIN. UNOBSTRUCTED
STUDS TO BEARING -TOE NAILS EA. SIDE-------------------------2-8d
CORE OF 3" X 3". DOWELS FROM FOOTINGS SHALL BE SET TO ALIGN WiTH CORE BLOCKING BETWEEN JOISTS/RAFTERS
5. NOTES & DETAILS ON DRAWINGS SHALL PRECEDE THESE GENERAL NOTES REINFORCING. TO THE JOISTS/RAFTERS TOE NAILS EA SIDE -------�-------------2--10d a
FROM BLOCKING TO BEARING TOE NAILS EA SIDE ---------------- 2-i0d
5. ALL CELLS BELOW FINISHED GRADE AND ALL CELLS WiTH REINFORCING. BLOCKING BETWEEN STUDS
REMODELING
ANCHORS OR INSERTS SHALL BE FILLED SOLID WITH GROUT. AT EACH END -TOE NAiLS------_---------------w---------- ---2-10d
NOTES END NAILS--------------------------------..._-------2-16d
6. CONCRETE SURFACES SHALL BE GLEANED OF ALL LAITANCE PRIOR TO SETTING OF PROGRESSIVE BLOCKING r
1. PROVIDE ANY SHORING & OR BRACING PRIOR TO REMOVING EXISTING WALLS, BLOCKS, RAFTER TO BLOCK & BLOCK TO CONT. NAILER --- -----------------2-16d
BEAMS. OR SUPPORTS FOR CONSTRUCTION. REMOVE SHORING ONLY WHEN NEW MULTIPLE STUDS 2- #5 MI .
SUPPORTS ARE IN PLACE AND SECURED. (STAGGER NAILS ON STUDS WiDER THAN 4")----------------- 6d®24"OC
FRAMING NCLIU RIBBON TO STUDS
2. PROVIDE RED HEADS INTO EXISTING CONCRETE AT ALL SHEAR WALLS PER MFG. 1 X RIBBON ----------------------------------------- 2-8d
SPECIFICATIONS. SEE SHEAR WALL SCHEDULE FOR SIZE AND SPACING, FRAMING SHALL COMPLY WITH SECTION 2320 OF THE U.B.C. LATEST EDITION. 2X RIBBON ---------------------------------------- 2-16d
DOUBLE TOP PLATES SINGLE LAYER
3. PROVIDE SIMPSON ST-6224 3ETWEEN NEW WALLS AND EXISTING WALLS AT THE ERWIND=90m LOWER PLATE TO STUD -------------------------------- 2-16d
DOUBLE TOP PLATE, UPPER TO LOWER PLATE ----------------------------- 16d6r16"OC NOTE: "L" = 40 X BAR DIAMETER IN CONCRETE, U.N.O.
1. USE SIMPSON U-HANGERS ON ALL JOIST/BEAM/BEAM CONNECTIONS UNLESS AT SPLICES (48-MIN) ON EACH SIDE "L" = 50 X BAR DIAMETER IN MASONRY, U.N.O.
4. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WHETHER OR NOT SHOWN NOTED ON PLANS. OF BUTT IN TOP PLATE -------------------------------- 8-16d
ON DRAWINGS AND PROTECT THEM FROM DAMAGE. UPPER TO LOWER PLATE
5. DO NOT CUT POST TENSION SLABS. CONTRACTOR TO DETERMINE EXISTING 2. ALL POSTS SHALL HAVE SiMPSON "PC" CONNECTORS AT TOP AND SIMPSON "BC" ATINTERSECTIONS ----------------------------------- 8-16d CONDITIONS PRIOR TO START OF CONSTRUCTION, OR "BCD/gyp i
CONNECTORS AT BASES UNLESS OTHERWISE NOTED ON PLANS. CEILING STRIPS REINFORCING
1 X4 PER SEARING(STRONGHOLD TYPE) ------------------------ 3-8d
SHALLLL NOTIFY THE ARCHITECT &ENGINEER CONDITIONS FOR FOOTINGS, BEAMS 3. ALL CONNECTING HARDWARE, JOIST HANGERS, TIE STRAPS ETC. SHALL BE 2X3 PER SEARING(STRONGHOL.D TYPE) ----------------------------1-16d
AND JOISTS, SIZES LOCATIONS ETC. AND SHALL 6. THE CONTRACTOR SHALL VER FY ALL ESIMPSON "STONG-TIE" UNLESS OTHERWISE NOTED OR SHOWN ON PLANS. PLYWOOD NAIUNC{SEE DETAILS &/OR SCHEDULES OF ANY DISCREPANCIES. BUILT UP BEAMS 20d032" OC AT TOP AND BOTTOM
ESAM.INg--Y&L STAGGERED ------------------------------------ 2-20d 0 END
7. DOWEL NEW INTO EXISTING SLABS W/#4 REBAR 0 24" O.C. AND FOOTINGS 1. SIZE, SPACING & HEIGHT LIMITS FOR WOOD STUDS ARE AS FOLLOWS (UNLESS 1X6 LET -IN BRACES, EACH BEARING .------------------------------2-8d
W/DOWELS TO MATCH NEW REINF. SiZE/LOCATION. OTHERWISE NOTED ON PLANS): (PRE -DRILL HOLES FOR NAILS) 3„
2X4 0 16"OC (BEARING WALL) SUPPORTING A MAXIMUM OF ONE
ENGINEERING NOTES 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 TR T RA T
13Y THE STRUCTURAL 2X6 0 16"OC (BEARING WALL) SUPPORTING A MAXIMUM OF TWO FLOORS AND A
1. CONCRETE SLABS ON GRADE HAVE NOT BEEN DESIGNED
ROOF SHALL HAVE A MAXIMUM HEIGHT OF 10 FEET. 1. STRUCTURAL STEEL SHALL CONFORM TO STANDARD SPECIFICATION FOR REINFORCING SAME
40 DIA.
ENGINEER.
2X6 0 16"OC (NON -BEARING WALL) MAXIMUM HEIGHT IS 20 FEET
STRUCTURAL STEEL FOR BRIDGES OR BUILDINGS A.S.T.M. A572 GRADE 50 OR DUAL
SiZE AS FOOTING
GRADE STEEL.
REINFORCING�=-
2, THE VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN
2. RAKE WALLS ADDACENT TO SLOPED CEILINGS SHALL BE BALLOON FRAMED. DOUBLE
CONSIDERED BY THE STRUCTURAL ENGINEER,
TOP PLATES SHALL ALWAYS BE SUPPPORTED 13Y A ROOF OR CEILING DIAPHRAM.
2. FABRICATION SHALL COMPLY WITH THE LATEST A.I.S.C. SPECS.
6'!
MIN.
3. THE DESIGN. ADEQUACY AND SAFETY OF ERECTION, BRACING SHORING, TEMPORARY
3. SHEAR WALL. PANELS MUST BE CONTINUOUS TO THE TOP PLATE AT ROOF
3. ALL BOLTS FOR STEEL MEMBERS SHALL CONFORM TO A.S.T.M. A-307 UNLESS
P
SUPPORTS ETC.. IS THE SOLE RESPONSIBLITY OF THE CONTRACTOR, AND HAS NOT
FRAMING. SHEATHING SHALL HAVE ALL EDGES BLOCKED & THE APPROPRIATE SHEAR
OTHERWISE NOTED.`
BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. THE CONTRACTOR iS RESPONSIBLE
TRANSFER THRU CEILING OR SOFFIT FRAMING.
d d
FOR THE STABILITY OF THE STRUCTURE DURING THE ENTIRE COURSE OF
4. HIGH TENSILE BOLTS WHERE INDICATED ON THE PLANS OR DETAILS SHALL BE THE
-
CONSTRUCTION. THE ENGINEER �:HALL NOT BE HELD RESPONSIBLE FOR FIELD
4. BORING AND NOTCHING OF WALL STUDS SHALL BE PER UBC (2320.11.9 & .10)
FRICTION TYPE AND THERE SHALL BE NO PAINT, OIL, LAQUER OR GALVANIZING
INSPECTION/OBSERVATION OF THE ABOVE ITEMS.
NOTCHING MAXIMIUM; 25% OF WIDTH ON BEARING WALLS
BETWEEN THE CONTACT SURFACES. HIGH TENSILE BOLTS SHALL CONFORM TO
40X OF WIDTH ON NON -BEARING WALLS
A.S.T.M. A-325 OR A-490.
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
BORING MAXIMUM: 40% OF WIDTH ON BEARING WALLS
607 OF WIDTH ON NON -BEARING WALLS.
5. PiPE COLUMNS SHALL CONFORM TO A.S.T.M. A-53 GRADE B
i�
COMPACTED TO A MINIMUM OF VO% RELATIVE COMPACTION PER U.B.G.
NOTE: A MIN 5/8"CLEARANCE FROM EDGE OF STUD TO HOLE SHALL BE PROVIDED.
6. STEEL TUBE SHAPED MEMBERS SHALL CONFORM TO A.S.T.M, A--5O1 OR A-500
3'--0" CONC.
SOILS REPORT BY:
5. DOUBLE 2X TOP PLATE SHALL BE LAPPED 48" AT ALL SPLICES AND SHALL
GRADE B.
40 DIA. 2 -T3 KAS. 3" CLR.
JOB NO.
OVERLAP AT CORNERS.
7. WHERE FINISH 1S ATTACHED TO STRUCTURAL STEEL, PROVIDE HOLES FOR 1 j2"0
6. WALL BRACING SHALL BE PROVIDED PER UBC (2320.5.1) PROVIDE 1X6 LET -IN
WELDED STUDS AT 4 FEET O.C. FOR THE ATTACHMENT OF NAiLERS. SEE
ARHITEC?URAL DRAWINGS FOR FINISHES,
STRUCTURAL YM
BRACING (6APPROX. 45 DEGREES) EVERY 25' IN ALL STUD WALL NOT
T
ING
STEPPED FOOTING
L2
SHEATHED.BRACES TO RUN CONTINUOUS FROM TOP PLATE TO SILL PLATE,
8. BEAM CONNECTIONS SHALL COMPLY WITH "FRAMED BEAM CONNECTIONS" A.L.S.C,
INDICATES SHEAR WALL TYPE & LENGTH. SEE FOUNDATION & OR FRAMING PLAN AND
ERAMINP-YLM
PART 4. TABLE 1, USING 3/4" DIA. A307 BOLTS (M.B.).
SHEAR WALL SCHEDULE FOR TYPE, SiLL BOLTING, SHTG., ETC. NOTE: FOR SILL
BOLTING AT EXISTING FOOTINGS USE "RED HEAD WEDGE ANCHORS" ICBO#1372 THE
1. FLOOR SHEATHING (MiN) 3/4" STRUCTURAL i T & G PLYWOOD PANEL INDEX NO.
9. OPEN WEB JOISTS SHALL COMPLY WITH THE STANDARDS OF "THE STEEL JOIST
SAME SIZE & SPACING AS SiLL BOLTING (MiN 7 1/2' EMBED).
32/16 OR MATCH EXISTING WITH EXTERIOR GLUE. USE 10d NAILS AT 6"OC AT ALL
INSTITUTE".
INDICATES POST
EDGES, BOUNDARIES, SHEARWALLS & 10"OC FIELD. NO BLOCKING IS REQUIRED
UNLESS NOTED ON PLAN. ALL EDGES BLOCKED AT DECKS.
TR T. T WELDING
STRAP PER PLAN
MIN. POST SIZE/TYPE AS FOLLO'N5 U.N.O.:
FULL LENGTH NAILS
BEAM SIZE POST SIZE
2. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL NON -BEARING PARTITIONS,
1. WELDING SHALL BE DONE BY THE ELECTRIC SHIELDED ARC PROCESS AND SHALL
4'-0" MIN. LAP
4 X 14 & SMALLER 2-2X41 W 16d NAILS 0 12" O.C.
/
COMPLY WITH A.W.S. SPECIFICATIONS FOR WELDING AND FABRICATION,
6 X 12 & SMALLER 3-2X4 W/16d NAILS 0 12" O.C.
3. PROVIDE CONTINUOUS BLOCKING BETWEEN FLOOR JOISTS UNDER BEARING WALLS
4 X 16 & LARGER 04
WHICH ARE PERPENDICULAR TO JOISTS.
2. WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS WHO ARE APPROVED BY
DOUBLE TOP PLATES
6 X 14 &LARGER 4X6
THE LOCAL AUTHORITY.
4. FRAMING Y OPENINGS: TRIMMER AND HEADER JOISTS SHALL BE DOUBLED
SEE HOLDOWN DETAILS AND TYPICAL WALL FRAMING FOR FURTHER POST SIZE
AND SUPPORTED ED BY HANGERS PER COOS (UBC 2320.8.4).
3. ALL FIELD WELDS SHALL HAVE CONTINUOUS INSPECTION PER UBC (1701.5.5)
REQUIREMENTS.
UNLESS OTHERWISE NOTED,
POSTS ARE TO CONTINUE DOWN TO FOUNDATION.
E'!36MLN'G
4, ALL BUTT WELDS SHALL BE FULL PENETRATION U.N.O.
1. ROOF SHEATHING (MiN) 1 /2" STANDARD PLYWOOD PANEL INDEX NO. 24/0 WITH
EXTERIOR GLUE. USE 8d NAILS AT 6"OC AT ALL EDGES, BOUNDARIES AND SHEAR
S. A CERTIFICATE OF FABRICATION FROM THE SHOP PERFORMING WELDING OR A
FOUNDATION NOTE
WALLS & 12" OC FIELD. NO BLOCKING 15 REQUIRED UNLESS NOTED ON PLAN.
REPORT FROM THE SPECIAL INSPECTOR MUST BE FURNISHED TO THE JOB INSPECTOR
PRIOR TO FRAMING APPROVAL.
QEffBAL
2. FRAMING AROUND OPENINGS: TRIMMER AND HEADER JOISTS SHALL BE DOUBLED
6, USE E7018 ELECTRODE W/201-# TOUGHNESS FACTOR.
4°-0" MIN. LAP
AND SUPPORTED BY HANGERS PER CODE.
1. SOIL BENEATH FOOTINGS AND SLABS SHALL BE COMPACTED PER U.B.G. (90%)
ESAM tom_-QEUN9 (PER TABLE 23-IV-J-3)
GR_ 9jT-U
DOUBLE TOP
RELATIVE COMPACTION MINIMUM.
_..ADIN
2. THE SOILS ENGINEER SHALL INSPECT THE FOUNDATION PRIOR TO POURING OF
1. CEILING JOISTS SHALL BE 2X6 016"O.C. (MAX SPAN=15'-9")
1. A GRADING PERMIT SHALL BE OBTAINED PRIOR TO ANY GRADING.
CONCRETE AND SHALL VERIFY THE SOiL BEARING PRESSURE To BE 1000 PSF MIN
OR PER THE SOILS REPORT.
2. CEILING JOL,"TS SHALL BE 2X8 �16"O.C. (MAX SPAN�20'-9")
2. ALL FILL ONE FOOT &GREATER SHALL BE CERTIFIED AND TESTED AS TO RELATIVE
COMPACTION PER U.B.C.
NOTES:
1. ALL PIPE SLEEVES TO BE 2"
LARGER THAN PIPE:.
2. FOR PIPES MORE THAN 3°-0"
BELOW BOTTOM OF FOOTINGS,
STEP FOOTINGS PER DETAIL
(NO PIPES ALLOWED IN FTG. STEP)
3. PLACE CONC. FILL AROUND
SLEEVES BEFORE POURING FIG.
PROVIDE 2" CEMENT
DRYPACK IF
PLACED UNDER C 1 EXIST, FTG.-n r•� 1
9.
d' = PIPE
SLEEVE DIAMETER
PIPE TRENCH
Z
2
U)
Z
PROVIDE SLEEVI
FOR ALL PIPES.
TRENCH SHALL NOT
UNDERMINE WALL FIG.
50% COMPACTED
BACKFILL 0 TRENCH
2
[-NO TRENCH
PARALLEL
TO FOOTING
BELOW THiS
LINE
)LEEVES SHALL
vv.,4cTRATE FOOTING
"R"
BAR SIZES
3 1 /2 'D'
#3. #4, #5
5 'D'
#6, #7, #8
7 'D°
#9, #10, #11
9 'D'
#145, #185
A
4/ a.
It
v ,R, ,R, j ,R,
04
icg
0
i I
40 'D' CONCRETE
50 'D' MASONRY { I 1 16 MIN.
3. SLAB ON GRADE: 4 INCH. CONCRETE SLAB WITH #3 0 24 O/C E.W. 0 CENTER FRAMING-JOISTVIR6ETiS - TYP, 8 - 16d FA, SIDE OF
OF SLAB OVER 2 INCH. OF SAND OVER 6 MiL. VISQUEEN OVER COMPACTED SOILS 3. ALL FILL SHALL 8E COMPACTED IN ACCORDANCE WITH CHAPTER ?0 OF THE
U.N.O. 1, BORING AND NOTCHING OF JOISTS SHALL BE AS FOLLOWS: LATEST ADOPTED EDITION OF THE U.B.C. 4. ALL UTILITY TRENCH SACKFILLS SHALL BE TOP PLATE SPLICE U.N.O.
{UBC LNG A 2.4) IN ACCORDANCE WITH THE SOILS ENGINEERS RECOMMENDATIONS. ON FRAMING PLAN
4. NO TRENCHES OR EXCAVAT104S FIVE FEET IN DEPTH OR GREATER INTO WHICH A BORING --MAX. 01A. OF HOLE SHALL NOT EXCEED 1/3 OF DRESSED DEPTH OF JOIST C}RAiNAGE NOTES p � SPLICE
PERSON SHALL BE REQUIRED TO DESCEND SHALL BE MADE WITHOUT PROPER WITH A MINIMUM EDGE CLEARANCE OF TWO INCHES, NOTCHING -MAX. DEPTH AT ENDS PLATE SPCE
PERMIT. SHALL NOT EXCEED 1/4 OF DRESSED DEPTH. NO NOTCHING IS ALLOWED iN THE
CENTER THIRD OF THE JOIST SPAN. NOTCHING IN OTHER LOCATIONS SHALL BE ON 1. MINIMUM GRADIENTS ARE A5 FOLLOWS; EARTH= 17. Pi,�ePAVING=.S% 5
5. THE MINIMUM BOLTING FOR c,;LLL PLATES TO FOUNDATION SHALL BE AS FOLLOWS: THE COMPRESSIVE SIDE WITH A MAX DEPTH OF 1/6 OF THE JOIST DEPTH.
5/8" DIAMETER ANCHOR BOLTS WITH 7" MIN EMBEDMENT IN CONCRETE WITH 2. POSITIVE DRAINAGE AWAY FROM STRUCTURES SHALL BE AS FOLLOWS: 2% MIN TO
SPACING NO GREATER THAN 4 I"EET O.C. NOR FARTHER THAN 12" FROM CORNERS 2. WHERE THREE OR MORE (MULTI JOISTS) ARE USED THE JOISTS SHALL BE BOLTED 217, MAX SWALES TO BE 3 FEET MIN AWAY FROM STRUCTURES,
(MIN 2 BOLTS PER PIECE). SEE THE FOUNDATION PLAN & SHEAR WALL SCHEDULE TOGETHER WITH 1/2"DIA MACHINE BOLTS W/ WASHERS AT 24"OC STAGGERED. BOLTS 2-2x PLATES, SEE PLANS FOR
FOR FURTHER BOLTING REQUIREMENTS SHALL BE RETIGHTENED PRIOR TO APPLYING FINISH MATERIALS. FRAMING ANCHOR TOP AND SIZE AND REFERENCE TO SPLICES
BOTTOM OF DOUBLE STUD FOR HEADER SIZE, SEE PLAN
6. PIPES OR DUCTS THAT EXCEED ONE THIRD THE SLAB OR CONC. WALL THICKNESS 3. JOISTS/RAFTERS SHALL LAP AT SPLICES A MIN. OF 4 INCHES WITH 3-16d NAILS OR POST - -� --
SHALL NOT BE PLACED IN STRUCTURAL CONC. UNLESS SPECIFICALLY DETAILED. SEE OR USE SIMPSON ST 2115 0 48 INCHES O.C. 2x CRIPPLES AT 16" O.C.
MECHANICAL AND/OR ELECTRICAI. DRAWINGS FOR LOCATION OF SLEEVES,
ACCESSORIES, ETC. 4. CROSS BRIDGING OR 2X SLKG.SHALL BE PROVIDED 0 8'-0" O/C, MAX. FOR ALL
7. PIPES MAY PASS THRU STRUCTURAL CONC, IN SLEEVES, BUT SHALL NOT BE JOISTS AND RAFTERS MORE THAN 8" IN DEPTH
EMBEDDED THEREIN. 5. 2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL
S. PROVIDE 3/4° CAMBERS AT,iLL EXPOSED CORNERS ESUPPORTS. 2X STI1E 18" O.C.
UDS-T
9. SEE ARCHITECTURAL PLANS FOR MOLDS, GROOVES, ORNAMENTS CLIPS OR i2" D.C.,
STTAA GGERED PLYWOOD
GROUNDS REQUIRED TO BE CAST IN CONCRETE, AND FOR LOCATIONS OF FLOOR
t. ALL BOLTS BEARING ON WOOD SHALL HAVE WASHERS UNDER HEAD OR NUT. SEE
WHERE
FIRE BLOCKING AT CEILING
PROVIDE SIMPSON A34 FOR 2x4
FINISHES AND SLAB DEPRESSIONS.
SCHEDULE
I6d 0 12" O.G.
OCCURS
16d PER E.N.
LINE AND NOT TO EXCEED
"
8 --0 O.C.
STUDS AND A35 FOR 2x6 STUDS,
10. LOCATION OF POUR JOINTS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER.
2. ALL BOLTS SHALL BE RETtGHTENED, PRIOR TO APPLICATION OF PLYWOOD, PLASTER
STAGGERED
AT SHEAR WALLS
FORNAILINGSEE GENERAL
EACH SIDE
-- USE 2-2x JAMBS FOR 400 AND
QQ.�1�1;? E
ETC.
•
6xB AND LARGER HEADERS
1. UNLESS OTHERWISE NOTED Oy PLANS CONCRETE SHALL BE TYPE I WITH A
3. HOLES FOR BOLTS SHALL BE BORED 1/32" TO 1/16" LARGER THAN NOMINAL
AL
T
Al
T
1 STUD FOR INTERIOR WALLS
2 STUDS FOR EXTERIOR WALLS
UNLESS NOTED OTHERWISE
END POST AT PLYWOOD SHEAR
PANEL WHERE OCCURS W/ E.N.
MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS. CEMENT SHALE.
BOLT DIAMETER.
NOTE
CONFORM TO A,S.T.M. CX--150 PINE & COURSE AGGREGATE SHALL CONFORM TO
A.&T.M. C33.
LUNfBEB
12" LG. BLOCKING TOP,
POST WHERE
STUDS SHOWN ARE FOR INDICATION ONLY. ACTUAL LOCATION TO SUIT
BOTTOM, & MiD-HEIGHT
OCCURS
CONSTRUCTION REQUIREMENTS, MAX. SPACING AT 16" O.C.
1. ALL LUMBER SHALL BE DOUGLAS FIR OF THE FOLLOWING GRADES UNLESS
IMF
OTHERWISE NOTED (MAX MOISTURE CONTENT SHALL NOT EXCEED 19% & GRADED iN
1. REINFORCING STEEL, #3 AND #4 GRADE 40, #5 AND LARGER .GRADE 60 PER
ACCORDANCE NTH THE WEST COAST LUMBERMANS ASSOCIATION.)
TYP. STUD WALL INTERSECTIONS
TYP. WALL FRAMING
/
A.S.T.M. A615. HERUM1Y.I:_USE MEM6.FM______o
2. LOW HYDROGEN WELDING ROTS SHALL. BE USED FOR ALL WELDING OF STUDS & PLATES ----------------------------------- NO.2
REINFORCING BARS. JOISTS & RAFTERS
2X4 TO 4X4 INCLUSIVE --•-------»----w---------------•---NO.2
3. BARS NOTED AS "CONT "TYPICAL WALL REINFORCING AND VERTICAL COLUMN 2X6 TO 3X16 INCLUSIVE ----------------------------- NO.2 --- 2- 16d
REINFORCING SHALL HAVE A MINIMUM SPLICE OF 50 BAR DIAMETERS LAP IN SINGLE FOR SIZE AND SPACING OF STAGGER PLYWOOD JOINTS z 16d 0 12", STAGGERED
BEAMS JOIST OR RAFTER, SEE PLAN
MASONRY OR 40 BAR DIAMETERS MINIMUM IN CONCRETE.. 3 " 8 MIN. EDGE DISTANCE 4X.....-_.»...__�______..._.,.__�.,........___...________________N0.2 < -.-_-.-_---JOIST OR RAFTER
6X OR LARGER --------------�------------�------------'-'-•NO.1 BOUNDARY NAILING (B.N.) FOR NAILS
4. REINFORCING SHALL BE SPLK,EO ONLY AS SHOWN OR NOTED. OTHER SPLICES - UPPER PLATE 4" WIDER THAN
SHALL BE APPROVED BY THE STRUCURAL ENGINEER. POSTS & MULLIONS ALONG EDGES CONTINUOUS LOWER PLATE
4X4 &SMALL.ER------------------------------------•_-----N0.2 PANEL EDGES
5. SPLICES IN ADJACENT HORIZONTAL WALL REINFORCING BARS SHALL BE STAGGERED 4X6 & LARGE:R---------�---------------------------------NO,2 t 2X STUDS 0 16" O.G.
4 FEET UNLESS OTHER WISE NOTED. 6X6 & LARGER --------------------------------------•---NO.i
MISCELLANEOUS LUMBER
BLOCKING.FURRING, ETC .---�-----�---------------------�------NO.3 PARALLEL
6. PROVIDE DOWELS IN FOOTINGS AND/OR GRADE BEAMS THE SAME SIZE AND
DECKING &SHEATHING TYPICAL INTERMEDIATE
NUMBER AS VERTICAL WALL OR COLUMN REINFORCING. DOWELS SHALL HAVE A
2X,3X,4X________________________--------------COMM'L DEX. NAILING (LN,}
MINIMUM PROJECTION EQUAL TO STANDARD LAP SPLICE UNLESS OTHERWISE NOTED. FLOORS-10d 0 10" O.C.
2. ALL WOOD BEARING ON CONCRETE OR MASONRY IF LESS THAN 4 FEET FROM ROOFS- 10d 0 12" 0. , 16d 0 12", STAGGERED
7. ALL REINFORCING, ANCHOR BOLTS. AND OTHER INSERTS SHALL BE SECURED IN GRADE SHALL BE PRESSURE TREATED DOUG FIR. JOIST OR RAFTER
PLACE PRIOR TO PLACMENT OF CONCRETE OR GROUTING OF MASONRY.
8. PROVIDE THE FOLLOWING MINIMUM PROTECTIVE COVERING OF CONCRETE: 3. GLUED -LAMINATED WOOD BEAMS SHALL BE DOUGLAS FIR COMB. 24F-V8(*) DF/DF EDGE NAILING (E.N.) UPPER PLATE 4" WIDER THAN
BELOW GRADE (UNFORMEDG MINIMUM PROTE TIVE CO ------ -3" CLEAR (Fba240OPSI, Fv-165 PSi, E-180,000 PSI) INDUSTRIAL APPEARANCE WITH EXTERIOR LOWER PLATE
GLUE UNLESS OTHERWISE NOTED ON PLANS. A CERTIFICATE OF INSPECTION FOR
BELOW GRADE (FORMED)--------�--»-----------------2" CLEAR
EACH GLU-LAM BEAM FROM AN APPROVED TESTING AGENCY TO BE SUBMITTED AND 2 X 3 FLAT BLKG. AT 2X STUDS 0 16" O.C.
WALLS --------------------------------------- 1" CLEAR APPROVED BY THE BUILDING DEPT. PRIOR TO ERECTION. C(-) USE V8 FOR CANT. --LON DIMENSION OF PLYWOOD
UNSUPPORTED EDGES. (RE N TO RUN PERPiNDICULAR TO
COLUMNS --------------�---.----------------------1,5"CLEAR BEAMS AND V4 FOR SIMPLE SPANS BEAMS] ONLY WHEN CALLED FOR ON JOISTS
BEAMS AND GIRDERS -------•-----------------------1.5"CLEAR PLANS)
STRUCTURAL SLAB (ABOVE GRADE) -------------------- 3/4"CLEAR 4. ALL STRUCTURAL PLYWOOD SHALT. BE IN ACCORDANCE WITH P.S. 1-74 NOTE: PLYWOOD TO BE MIN. SHEATHING SiZE TO BE PERPINDICULAR
INSPECTED PRIOR TO COVERING 2'-G" X 4'-0"
9. NUMBER 5 OR LARGER REINFORCING BARS SHALL NOT BE RE -BENT WITHOUT ,Af �q �"� APPROVAL OF THE STRUCTURAL ENGINEER. PLYWOOD LAYOUT f .. \ JOIST TO NON --BEARING WAIL
b*°
0
0
4" ,MI
'R'
w
04
� N
NOTES: /6d MAX.
1. BORED HOLE & NOTCH SHALL NOT OCCUR IN SAME SECTION.
2. NOTCHES SHALL NOT OCCUR IN MIDDLE 1 /3 OF SPAN.
TYP. JOIST NOTCHING
d
WIDTH
NOTCH IN STUD L/F od
M
BORED HOLE 40 d
NOTE: BORED HOLE
& NOTCH SHALL NOT
OCCUR IN SAME:
SECTION
NON -BEARING
PARTITION
REINFORCING TYP. STUD NOTCHING
2X4 STUDS 0
16" O.C. U.N.O:
HEADER ---/
2X BLKG.
2X TRIMMER-
U.N.O.
4X END POST-
& HOLDOWNS
U.N.O. W/ E.N.
HOLDOWN PER
SHEAR PANEL LENGTH
----. r---- DOUBLE OP PLATE
SILL PLATE BOLTING (OR
SOLE PLATE NAILING AT
UPPE
R FLOORS)
SSAM E• ,., .,.. ,.m..
OF STU
16d AT 12" EA.
SIDE/ t A. CRIPF
DMD STUDS FULL.
HEIGHT OF WALL
(4) 16d EA. SIDE
2X STUDS 16" D.C.
(2) 2X CRIPPLES TYP. 0
BEAM OVER 8" DEPTH,
USE 4X POST U.N.O. ON
PLANS (CRIPPLE OR POST
TO BE FULL MUTH ON 8M.)
NOTES:
1. WHERE BEAM INTERCEPTS TOP PLATE
SPLICE USE ST6236
2. BM S . CAN SIT ON TOP PLATE ABOVE
PO W/ E.P.0 OR P.C.
TYP. BEAM TO WALL
SHEAR WALL SCHEDULE 1997 U.B.0
SILL BOLTING
MARK
WALL TYPE
ESIDE
R 0
ASIDES
ALLOWABLE
ONE
BOTH
SILL NAILING
SHEAR
OF WALL
OF WALL
0 UPPER STORIES
7/8"STUCCO OVER PAPER BACKED LATH W/16 GA STAPLES AT 6"O,C. AT TOP & BOTTOM
8
PLATES, EDGE OF SHEAR WALL AND ON FIELD (ICBO REPORT No.1318, AUG. 2002) OR
180 PLF
5/8"055"O.c.
5/8 027 1/2 O.0
16d 0 8"O,C.
t \
(ICBO REPORT No.1254, MAR 1990) NOTE 4 AND 9 BELOW
A3/8"PLYWD
STRUCT 11 OR STD SHTG WITH 8d NAILS 0 6"O.C. AT EDGES & 12" O.C. FIELD
260 PLF
5/8"o38"o.c.
5/8"e19 0.c.
16d 0 6"O.C.
».
(TABLE 23-i1-1-1 UBC) NOTE 1, 9, 10 & 11 BELOW .
3/8"PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS 0 4"O.C. AT EDGES & 12" O.C. FIELD
350 PLF
5/8"026"04.
5/8"013°o.c.
16d 0 4"O.Ca
0
(TABLE 23-11-1-1 UBC) NOTE 1. 6, 9, 10 & 11 BELOW
A3/8"PLYWD
11
STRUCT 11 OR STD SHTG WITH Sd NAILS 0 4"O.C. AT EDGES & 12" O.C. FIELD
380 PLF
5/8*026"O.C.
5/8"1a13"o.C.
16d 0 4"O.C.
(TABLE 23-11-1-1 UBC) NOTE 1, 3, 5, 6. 9, 10 & 11 BELOW
3/8" PLYWD STRUCT 11 OR STD SHTG WITH 8d NAiLS @ 3" O.C. AT EDGES & 12" O.C. FIELD
490 PLF
5/8"020"o.C.
5/8"a10"o.C.
16d 0 3 1/2"0.C.
2
(TABLE 23-11-1-1 UBC) NOTE 1, 3. 5, 6, 9, 10 & 11 BELOW
3/8" PLYWD STRUCT If OR STD SHTG WITH 8d NAILS 0 2" O.C. AT EDGES & 12" O.C. FIELD
610 PLF
5/8"+stfls"O.C.
5/8 eas O.C.
i6d 0 2 i j2"O.C.
1
TABLE 23-11-1-1 UBC NOTE 1, 3, 5. 6. 9, 10 & 11 BELOW
WITH 1 Od NAILS O C
®NOTED
870 PLF
3/4"016"0.0.
3/"8"O.C.
N/A
14
OVER 3XR STUDSP(TABLYWLE 23--11 C 1, 3,T 5,D6, 9,EGES&102& BELLOW
NOTES:
1. ALL EDGES OF PLYWOOD SHEARWALLS MUST BE 5. FRAMING AT ADJOINING PANEL EDGES SHALL BE 8. ALL INTERIOR BEARING AND NON BEARING
BLOCKED WITH 2X SOLID BLOCKING FOR WALL TYPES 3-INCH NOMINAL OR WIDER & NAILS SHALL BE FOOTINGS TO HAVE 7/32" SHOT PINS AT 32" O.C.
9 & 10, AND 3X SOLID BLOCKING FOR WALL TYPES STAGGERED. & 48"O.C. RESPECTIVELY: I.E. HILTt ICBO REPORT
11, 12, 13, & 14, Na.2388, NOV 1995 OR RAMSET/REDHEAD iC80
6. WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A REPORT No.1639, DEC 1995
2. WHERE SHEAR WALL SHEATHING IS TO BE APPLIED WALL AND NAIL SPACING IS LESS THAN 6 "O.0 ON
TO BOTH SIDES IF WALL, DOUBLE THE NUMBER OF EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL g, USE Z 1 j2" x 2 1 j2" x 3j16" 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, 10, USE COX. CC OR STD SHTG IN LIEU OF
SILL PLATES AT FOUNDATION/FIRST FLOOR ONLY. STRUCT If PLYWOOD. ALL PLYWOOD SHALL BE
7. ALL CONTINUOUS EXTERIOR FOOTING TO HAVE DOUGLAS FIR. OTHER SPECIES MAY REQUIRE
4. PAPER BACKED SELF' FURRING EXPANDED METAI 5/8" X 10" A.B.' E CHANGES. *.
LATH WITH iCSO APPROVAL
I y . AT EXISTING FOOTINGS USE REDHEAD WEDGE
ANCHORS TO COMPLY WITH SiLL BOLTING. ICBO
#1372 MIN. EMBED 7 1/2".
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