HomeMy WebLinkAbout10148936.pdfSHEET INDEX
A-1
PLOT PLAN
A-2
FLOOR PLAN & 2ND FLOOR
PLAN
A-3
ELEVATIONS
S-1
FOUNDATION PLAN
S-2
FLOOR FRAM'G PLAN &
ROOF FRAM' G PLAN
SD-1
ESTRUCTURAL DETAILS 1
SD-2
STRUCTURAL DETAILS 2
D-1
GENERAL NOTES & DETAILS
AD-1
ARCHITECTURAL DETAILS
11
GENERAL NOTES
1, ALL WORK SHALL BE DONE IN ACCORDANCE W/ THE 2001
CBC, PLUMBING, ELECTRICAL AND MECHANICAL CODES,
2_ VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS.
3. IT SHALL BE THE RESPON5ABILITY OF THE CONTRACTOR TO
VERIFY ALL EXISTING CONDITIONS ON THE SITE PRIOR TO
COMMENCING WORK AND IS TO NOTIFY THE {OWNER AT ONCE
UPON DISCOVERY OF ANY OMISSIONS OR CONFLICTS IN
THE DRAWINGS.
4 PREPARATION OF BUILDING SITE SHALL BE PER
SECTION 3302 CBCAALL STUMPS AND ROOTS SHALL
BE REMOVED FROM THE SOIL TO A DEPTH OF AT LEAST
12 INCHES BELOW THE SURFACE OF THE GROUND TO
BE OCCUPIED BY THE BUILDING)
5. ALL NAILING TO COMPLY W/ TABLE 23-11-8-i, CBC
TYPE OF CONSTRUCTION VN
OCCUPANCY GROUP R-3 / U-1
DEFFERED ITEMS
TRUSSES
I - TRUSSES PLANS AND CALCULATIONS WILL BE SUBMTTED
AS A DEFERRED ITEM AND MUST BE SUBMITTED AND AC:EPTED BY
THE BUILDING SAFETY DIVISION PRIOR TO FABRICATION
TRUSSES AT SHEAR WALLS SHALL BE DESIGN AS 'DRA,; TRUSSES'
AS INDICATED ON THE FRAMING PLANS
IN ADDITION, THE TRUSSES SHALL COMPLY WITH THE FOLLOWING-
EACH TRUSS SHALL OR
WISE
HAV
PERMANENTLY AFFIXED ETHEREBTO LY H EANDEDFOLLOWINGEIN 4MA-IONRLOCATED E
WITHIN 2 FEET OF THE CENTER OF THE SPAN ON THE F ACE OF THE BOTTOM
CHORD,
o> IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS.
b) THE DESIGN LOAD
c) THE SPACING OF THE TRUSSES
TRUSS SUPPLIER SHALL SUBMIT CALCULATIONS AND SHCP DRAWINGS
SIGNED BY A REGISTERED CIVIL ENGINEER TO THE RESPONSIBLE PROJECT
DESIGNER WHO AGREES TO REVIEW THE SHOP DRAWINGS FOR ACCEPTANCE
PRIOR TO FABRICATION. SHOP DRAWINGS & CALCULATIONS SHALL BE
SUBMITTED TO THE BUILDING SAFETY DIVISION FOR ACCEPTANCE AFTER THE
RESPONSIBLE PROJECT DESIGNER HAS NOTED HIS/HER ACCEPTANCE AND
PRIOR TO FABRICATION. TRUSS DRAWINGS MUST REFLEC' COMPLIANCE WITH
CBC SECTIONS:
o. 166.3.2 PLANS, STRUCTURAL, CALCULATIONS & SPECIFICATIONS MUST BE
BE PREPARED BY A CALIFORNIA REGISTERED CIVIL ENGINEER.
c, 1704 REGULATION OF PREFABRICATED CONSTRUCTION INCLUDING
REQUIRED INSPECTIONS AND CERTIFICA"IONS
d. 2304.4.2 CONNECTORS AND FASTENERS SHALL BE INSTALLED IN ACCORDANCE
WITH CBC CHAPTER 23, DIVISION AI.
e. 2304.4.4 O TAL -PLATE CHAPTER -CONNECTED X ICSHALL
23 DIVISION V.ROVIDEEVIDENCEOF REQUIRED
FABRICATION, STORAGE, HANDLING & DELIVERY INSPECTIONS.
TJI S���
TJI PLANS AND CALCULATIONS WILL BE SUBMITTED
AS A DEFERRED ITEM AND MUST BE SUBMITTED AND ACCEPTED BY
THE BUILDING SAFETY DIVISION PRIOR TO FABRICATION
SEE TJINOTE ON SHEET S-2
GENEMIL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001 C.B.C.
PLUMBING AND MECHANICAL CODES, 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 ON 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.S.C.
5. THE MANUFACTURED WINDOWS SHALL HAVE A LABEL ATTACHED
CERTIFIED BY THE NATIONAL FENESTRATION RATING COUNCIL
(NFRC) AND SHOWING COMPLIANCE WITH THE ENERGY
CALCULATIONS.
6. LIGHT AND VENTILATION PER C.B.C. SECTION 1202. MINIMUM OF 15
C.F.M. OF OUTSIDE AIR PER OCCUPANT IS REQUIRED FOR
VENTILATION.
PLUMBING NOTES
7. ALL PLUMBING WALLS TO BE 2" x 6"
8. DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE A MINIMUM
OF 8" WIDE AND NO "FLAT" STUDS PERMITTED. STAGGERED
STUDS ARE ACCEPTABLE.
9. SMOOTH, HARD, NON ABSORBENT SURFACE IS PROVIDED TO A
HEIGHT OF 70" ABOVE THE DRAIN INLET OF THE SHOWER OR
TUB/SHOWER COMBINATION, MATERIALS SHALL BE OF A TYPE
NOT ADVERSELY AFFECTED BY MOISTURE.
10, GLASS ENCLOSURE DOORS AND PANELS MUST BE LABELED
CATEGORY If. NET AREA OF SHOWER RECEPTOR SHALL BE NO
LESS THAN 1024 SQ IN OF FLOOR AREA, AND ENCOMPASS
30"DIAMETER CIRCLE.
11. ALL WATER CLOSETSMARE LOCATED IN A CLEAR SPACE NOT
LESS THAN 30" WIDTH AND HAVE 24" MIN. CLEARANCE IN FRONT
OF THE STOOL.
12. FOR EXHAUST VENTILATION AIR, PROVIDE MECHANICAL FAN 5 AIR
CHANGES PER HOUR.
13. WATER HEATER TO BE BRACED TO RESIST SEISMIC FORCES,
PROVIDE TWO STRAPS (ONE STRAP AT TOP 113 OF THE TANK AND
ONE STRAP AT BOTTOM 1/3 OF THE TANK).
14, ALL NEW WATER CLOSETS WISH USE NO MORE THAN 1.6 GALLONS
PER FLUSH.
ELECTRIC NOTES
16. RECEPTACLE OUTLETS LOCATIONS WILL COMPLY WITH NEC Art
210-52 (a) "20 AMP. CIRCUIT DEDICATED TO EACH BATHROOM„
16. ALL BEDROOM CIRCUITS REQUIRE ARC -FAULT PROTECTION,
17. GROUND -FAULT CIRCUIT INTERRUPTER (CFI) PROTECTION
COMPLIES WITH NEC Art. 210-8: "ALL 125 volt SINGLE PHASE, 15
AND 20 AMPERES RECEPTACLES INSTALLED IN BATHROOMS,
GARAGES, BASEMENTS, OUTDOORS, KITCHEN COUNTERS AND AT
-WET BAR SINKS.
STRUCTURAL NOTES
18, THE CONTRACTOR SHALL PROVIDE ANY SHORING AND/OR
BRACING TO THE EXISTING STRUCTURE WICH MAY BE REQUIRED
DURING CONSTRUCTION,
19, PERMISSIBLE NOTCHING AND BORING OF JOISTS ARE TO BE
SHOWN ON THE PLANS AND SHALL NOT EXCEED CBC SECTION
2320.8.3 ALLOWANCES.
20. NOTCHING OF EXTERIOR AND BEARINGINONBEARING WALLS
SHALL NOT EXCEED 25°/a140% RESPECTIVELY. BORED HOLES 1N
BEARING/NONBEARING WALLS SHALL NOT EXCEED 40%/60%
RESPECTIVELY. IN NO CASE SHALL THE EDGE OF THE BORED
HOLE NEARER THAN 618" TO THE EDGE OF THE STUD (2320.11.9
AND 2320.11.10)
21. 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)
22. USE SIMPSON ST 6224 TO TIE4N TO EXISTING TOP PLATES.
SPECIAL INSPECTION REQUIRED
1. EPDXY BOLTS
2.- THE STRUCTURAL ENGINEER OF RECORD SHALL
PROVIDE INSPECTION FOR ALL STRUCTURAL
ELEMENTS TO INSURE COMPLETED CONSTRUCTION.
PRIOR TO THE BUILD'G SAFETY DIVISION'S FINAL
INSPECTION, THE STRUCTURAL ENGINEER OF
RECORD SHALL SUBMIT A LETTER TO THE BUILD' G
OFICIAL CERTIFYING COMPLETED STRUCTURAL
ELEMENTS.
I
46.16'
A
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46.16'
.h�.'90'e17 ll•j
1!
1
AREA ANALISY
LOT AREA
5401 sq ft
:XISTING SFR
1*410 sq ft
EXISTING GARAGE
400 sq ft
PROPOSED ADDITION
(-%1ST FLR, * .44(2ND
FLR) !M `.b,sq ft
TOTAL LIVING AREA
"2 ;e>> sq ft
TOTAL CONSTRUCTION
'22-3-1 sq ft
LOT COVERAGE
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Joe DE5CRIPTION:
. SQ FT ADDITION
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EXPANSION & WATER
HEATER RELOCATION
2ND FLR: (2 BEDROOMS
I BATHROOM).
PLOT P
If
If STAIRS
)RS, FROM INDIVIDUAL DWELLING UNITS HAVING AN
IT LOAD OF 10 OR LESS MAY BE PROVIDED W/ NIGHT
EAD BOLT OR. SECURITY CHAIN, PROVIDED SUCH
ARE OPENABLE FROM THE INSIDE WITHOUT THE
KEY OR TOOL OR SPECIAL KNOWLEDGE OR EFFORT
JNTED AT A HEIGHT NOT TO EXCEED 48 IN. ABOVE
;H FLOOR.
.ESS OF THE OCCUPANT LOAD, THERE SHALL BE A
Z LANDING ON EACH SIDE OF A DOOR. THE FLOOR OR
I SHALL NOT BE MORE THAN ONE -INCH LOWER THAN
:.�SHOLD OF THE DOORWAY. LANDINGS SHALL BE
.CEPT FOR EXTERIOR LANDINGS, WHICH MAY HAVE
,qOT TO EXCEED 1/4UNIT' VERTICAL IN 12 UNITS
TAL (2% SLOPE).
qS:
OR MAY AT A LANDING THAT IS NOT MORE THAN 71/2"
ER THAN THE FLOOR LEVEL PROVIDED THE DOOR DOES
SWING OVER THE LANDING.
;EN DOORS AND STORM DOORS MAY SWING OVER STAIRS
S OR LANDINGS.
R.S SERVING BUILING EQUIPMENT ROOMS WHICH ARE
NORMALLY OCCUPIED,
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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=.75 max
SHGC= .40 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
(D FLOOR PLAN NOTES
1. 2X6 PLUMBING WALL
2. N/A
3. SHELF AND POLE
4. REC'D MEDICINE CABINET
5. 40 K BTU MIN. NAT. GAS WALL
HEATER PROVIDE FUEL GAS
6. HANDRAIL PER
7. CABINET PER OWNER
8, RELOCATED 50 GAL. WATER HEATER
ON 18" PLYWOOD PLATFORM. PROVIDE FUEL
GAS, NOWRIDGID CONNECTION AND
SEIMIC STRAPS.
DOOR TO BE 2068 SC W/ 12 SO.IN LOUVERED
VENTS WITHIN THE TOP & BOT 12 INCHES
OF THE DOOR.
9. PROVIDE %" TYPE 'X'DRYWALL
AT WALLS AND CEILING
UNDER STAIRS AS REQUIRED
10. TOILETA1.6 GAL PER FLUSH MAX)
ii. F.G. TUB/ SHOWER. W/ GLASS ENCLOSURE
DOORS & PANELS MUST BE LABELED CATEGORY 11
CLASSIFICATION PER CBC CHAPTER 24 AND UBC SiD. 24-2
NET AREA OF SHOWER SHALL BE NO LESS THAN
1024 SO. IN. OF FLOOR AREA, & ENCOMPASS 30" DIA, CIRCLE.
FIBER GLASS SHOWER WALLS MIN. 70" ABOVE DRAIN.
LEGEND
llo� SMOKE VE DETEW/ BATCTTORERY BACK-UP
BATTERY OPERATED SMOKE DETECTOR NOTE.
9V SMOKE DETECTOR
PROVIDE SMOKE DETECTORS ACCESS
BEDROOM
@ RECESSED CEILING LIGHT AND CORRIDOR OR HALLWAY ACCESSING SUCH
BEDROOMS PER SECTION 310.9.1.3 & 310.0.1.4
RECESSED ,,MINI LIGHT 2001 CBC. SEE NOTE "I" BELOW FOR S.0 IN
EXISTING BEDROOMS
WALL MOUNTED LIGHT
CEILING L16HT
112 HOT 110V 0 -12" U.N.O.
110V OUTLET
I_* FUEL GAS
M& 220V OUTLET
GFI GROUND FAULT INTERRUPTER
1$ SWITCH
�$3 3-WAY SWITCH
HOSE BIB HOSE SMS TO HAVE A NON-REMOVMLE
BACK -FLOW PREVENTER OR WITH A LISTED
AIR DIFFUSER GRILLE ATMOSPHERIC VACUUM BREAKER.
FL FLUORESCENT AS REQUIRED
MECHANICAL FAN. MI
5 'AIR CHANGES PER HR.
FLUORESCENT LIGHT
LOG LIGHTER
PLUMB FOR ICE MAKER
TELEPHONE JACK
An RECEPTACLE OUTLETS SUPPLIED BY
BRANCH CIRCUITS PROTECTED BY
AN ARC -FAULT CIRCUIT INTERRUPTER
SECOND FLOOR PLAN FIRST FLOOR PLAN WALL LEGEND
1111111111011111111 740 SQ FT NEW WALLS
SQ FT
EXISTING WALLS TO REMAIN
3 EXISTING -WALLS TO REMOVED
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3. NEW CONC. FTN`6. (5" W X 18" D Wr 2-114 TOP 4 BOTTOM MIN.)
4. NEW 4"TI.1K CONC. SLAB Wt 6 XV'/ 10' 10* WEUF
OVER 2" SAND OVER 6 MIL VAPOR BARRIER OVER
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FOOT IG W/ "EPDXY"
8. 24" L. 04 REBAR DOWELL TOP AND BOTTOM AT NEW TO
EXISTING FTNC 6" INTO (E) FTN'Cs W/ "EPDXY"
S. GONG. LANDING (3 'r2 " THK W/ 6"X6"- IgrX10' ULF.)
10. GONG PORCH SLAB (4'" THK W/ 6"X6"-10'X'10 WWF) 0/
2" SAND OVER COMPACTER EARTH.
FLOUR. NOTE:
PIPES, DUCTS AND OTHER NONSTRUCTURAL CONSTRUCTION
SHALL NOT INTERFERE WITH ACCESSIBILITY TO OR WITHIN
UNDERFLOOR AREA.
MINIMUM NOMINAL ANCHOR BOLT 01A. SHALL BE **a INCH
SPACED PER SHEAR SCHEDULE OR * W-0" OC. MAX.
EMBEDED INTO CONCRETE I" MIN, W/ MIN, DISTANCE FROM
THE END OF SILL PLATES TO BE 4 tt12 " ( AND A MAXIMUM OF 12").
PLATE WASHERS (MIN. SIZE OF 2" X 2" X 3/16 ") SHALL
BE USED ON EACH ANCHOR BOLT
NOTES-
r ,- LOCATION W1 FLR. PLAN
-WOLDOWN ANCHORS+r IN PLACE
PRIOR TO FOUNDATION INSPECTION.
-SURFACE WATER WILL DRAIN AWAY FROM BUILEX6.
d. WOLD-0OWN CONNECTOR BOLTS INTO WOOD
FRAMING REQUIRE APP
• s► ► r ,SHALL BE TIGHTENED JUST PRIOR Ti
COVERING
a, ALL INTERIOR NON -BEARING: WALLS WITH SHOT PINS.
RANSET '334$. OR SQUIVALENT. AT 36" ac.
UNLESS OTHERWISE NOTED.
f. *s" DIA A. B. MAY BE REPLACED BY %" DIA
THREADED RODS Wt 5-2i " EMBED. WITH
CIA -GEL "IM0 EPDXY SYSTEM
1. C. B. O. ER. 4846. (OR EQUIVALENT), AT THE
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ASPHALT SHINGLE CLASS "C" OR BETTER 0/ # 15
FELT UNDERLAYMENT, OWENS CORNING BRAND
ICBO # ER-5443.
SEE SHEET D1
FOR SHEAR WALL
SCHEDULE
FRAMING NOTES
t ROOF SHEATHING:
(SEE PLAN)
(USE1X6 SOLID SHEATING OR A-C GRADE PLYWOOD
AT EAVES & OVERHANG) FACE GRAIN PERP. TO SUPPORTS
2. PROVIDE FULL LENGHT TRIMMERS AS FOLLOWS'
4X POST AT EACH END OF 4XI0 OR LARGER MEMBERS,
DOUBLE STUDS FOR 4X8 SINGLE STUD
FOR 4X6 OR SMALLER MEMBERS
10
3. FOR TYP. STUD WALL FRAMING SEE
4. B.N. ALONG STUDS
5. FLOOR SHEATHING:
(SEE PLAN)' FACE GRAIN
OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS.
6. PROVIDE MULTIPLE STUDS UNDER MULTIPLE JOISTS
7. PROVIDE FULL BEARING W/SOLID BLOCKING
OR SHIMMING BELOW ALL POSTS AT FLOOR.
Qt
8. SEE DEPS FOR ALLOWED
BORING AND NOTCHING OF JOISTS & STUDS
9. 2 LAYERS OF 15- FELT SHALL BE USED AT
ALL STUCCO AlfFLIED OVER PLYWOOD.
10. MIN. 2X6 STUDS @ 16" O.C.
AT PLUMBING WALLS.
11. ROOF DIAPHRAGM NAILING TO BE INSPECTED
BEFORE COVERING. FACE GRAIN OF PLYWOOD
SHALL BE PERPENDICULAR TO SUPPORTS
12. DOUBLE JOIST ARE REQUIRED UNDER PARALLEL
BEARING PARTITIONS
NOTE*
TJI TRUSS JOIST TO BE EQUAL TO "TRUS JOIST" A WEYERHAEUSER BUSINESS.
DESIGNED PER L/480 LOAD DEFLECTION
MANUFACTURER RESPONSABLE FOR VERIFYNG ALL CONDITIONS
W/ FRAMING CONTRACTOR FOR "STEP DOWNS", TAPERS". "CANTILEVERS" &
ASSOCIATED CONNECTIONS . TJI FRAMING PLAN LAYOUT SHALL
BE PREPARED BY MANUFACTURER AND PROVIDED TO CONTRACTOR.
ANY NOTCHING, DRILLING OR CUTTING SHALL BE PER MANUFACTURER'S INSTRUCTIONS
AND APPROVED BY THE PROJECT ENGINEER,
CONSTRUCTION NOTE:
REMOVE ALL EXISTING ROOF FRAMING
AT NEW 2- STORY ADDITION AND AT
FRONT ROOF
LEGEND
CALIFORNIA FRAMIW,
SOFFIT FRAMING
SHELF
07-�2M
INTERIOR BEARING WALL
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2017 W. ALCo AVE.
SANTA ANA
CALIFORNIA 92703
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REVISIONS
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DATE:
JOB NO:
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001-04
SHEET NUMBER:
D _"". 2
GENERAL NOTES
1. EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE NOTED OR SHOWN ON THE
PLANS, WORKMANSHIP & MATERIALS SHALL CONFORM TO THE LATEST EDITION OF
THE C.B.C., U.B.C. OR LOCAL CODE
2. THE PLANS SHALL BE REVIEWED FOR DIMENSIONAL & EXISTING SITE
CONFORMANCE WITH THE PLANS BY THE CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION. THE ARCHITECT & ENGINEER SHALL BE NOTIFIED OF ANY
DISCREPANCIES.
3. WORKING DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS.
4, ITEMS IDENTIFIED BY TRADE NAMES MAY BE SUBSTITUTED BY APPROVED EQUALS.
5. NOTES & DETAILS ON DRAWINGS SHALL PRECEDE THESE GENERAL NOTES
'„' •�a �*1E1
1. PROVIDE ANY SHORING & OR BRACING PRIOR TO REMOVING EXISTING WALLS,
BEAMS, OR SUPPORTS FOR CONSTRUCTION. REMOVE SHORING ONLY WHEN NEW
SUPPORTS ARE IN PLACE AND SECURED.
2. PROVIDE RED HEADS INTO EXISTING CONCRETE AT ALL SHEAR WALLS PER MFG.
SPECIFICATIONS. SEE SHEAR WALL SCHEDULE FOR SIZE AND SPACING.
3, PROVIDE SIMPSON ST-6224 BETWEEN NEW WALLS AND EXISTING WALLS AT THE
DOUBLE TOP PLATE.
4. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WHETHER OR NOT SHOWN
ON DRAWINGS AND PROTECT THEM FROM DAMAGE.
5. DO NOT CUT POST TENSION SLABS, CONTRACTOR TO DETERMINE EXISTING
CONDITIONS PRIOR TO START OF CONSTRUCTION.
6. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS FOR FOOTINGS, BEAMS
AND JOISTS, SIZES LOCATIONS ETC. AND SHALL NOTIFY THE ARCHITECT & ENGINEER
OF ANY DISCREPANCIES.
7. DOWEL NEW INTO EXISTING SLABS W/#4 REBAR 0 24" O.C. AND FOOTINGS
W/DOWELS TO MATCH NEW REINF. SIZE/LOCATION.
ENGINEERING NOTES
1. CONCRETE SLABS ON GRADE HAVE NOT BEEN DESIGNED BY THE STRUCTURAL
ENGINEER.
2. THE VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN
CONSIDERED BY THE STRUCTURAL ENGINEER.
3, THE DESIGN, ADEQUACY AND SAFETY OF ERECTION, BRACING SHORING, TEMPORARY
SUPPORTS ETC., IS THE SOLE RESPONSIBLITY OF THE CONTRACTOR, AND HAS NOT
BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. THE CONTRACTOR IS RESPONSIBLE
FOR THE STABILITY OF THE STRUCTURE DURING THE ENTIRE COURSE OF
CONSTRUCTION. THE ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR FIELD
INSPECTION/OBSERVATION OF THE ABOVE ITEMS.
4. ALLOWABLE SOILS PRESSURE TO BE A MINIMUM OF 1000 PSF UNLESS A SOILS
REPORT IS PROVIDED. SOILS iN THE BUILDING AREA & 5 FEET BEYOND SHALL BE
COMPACTED TO A MINIMUM OF SOX RELATIVE COMPACTION PER U.B.C.
SOILS REPORT BY:
JOB NO.
TRUCTURAL SYM
117 INDICATES SHEAR WALL TYPE & LENGTH. SEE FOUNDATION & OR FRAMING PLAN AND
SHEAR WALL SCHEDULE FOR TYPE, SILL BOLTING, SHTG, ETC. NOTE: FOR SILL
BOLTING AT EXISTING FOOTINGS USE "RED HEAD WEDGE ANCHORS" ICBO#1372 THE
SAME SIZE & SPACING As SILL BOLTING (MIN 7 1/2" EMBED).
INDICATES POST
MIN. POST SIZE/TYPE AS FOLLOWS U.N.O,:
BEAM SIZE POST SIZE
4 X 14 & SMALLER 2-20 W/16d NAILS 0 12" O.C,
6 X 12 & SMALLER 3-2X4 W/16d NAILS ® 12" O.C,
4 X 16 & LARGER 4X4
6 X 14 & LARGER 4X6
SEE HOLDOWN DETAILS AND TYPICAL WALL FRAMING FOR FURTHER POST SIZE
REQUIREMENTS.
POSTS ARE TO CONTINUE DOWN TO FOUNDATION.
FOUNDATION NOTES
GEN�
1. SOIL BENEATH FOOTINGS AND SLABS SHALL BE COMPACTED PER U.B.C. (90%)
RELATIVE COMPACTION MINIMUM.
2. THE SOILS ENGINEER SHALL INSPECT THE FOUNDATION PRIOR TO POURING OF
CONCRETE AND SHALL VERIFY THE SOiL BEARING PRESSURE TO BE /000 PSF MIN
OR PER THE SOILS REPORT.
3. SLAB ON GRADE: 4 INCH. CONCRETE SLAB WITH #3 0 24"OjC E.W. 0 CENTER
OF SLAB OVER 2 INCH. OF SAND OVER 6 MIL, VISQUEEN OVER COMPACTED SOILS
U.N.D.
4. NO TRENCHES OR EXCAVATIONS FIVE FEET IN DEPTH OR GREATER INTO WHICH A
PERSON SHALL BE REQUIRED TO DESCEND SHALL BE MADE WITHOUT PROPER
PERMIT.
5. THE MINIMUM BOLTING FOR SILL PLATES TO FOUNDATION SHALL BE AS FOLLOWS:
5/8" DIAMETER ANCHOR BOLTS NTH 7" MIN EMBEDMENT IN CONCRETE WITH
SPACING NO GREATOR THAN 4 FEET O.C. NOR FURTHER THAN 12" FROM CORNERS
(MIN 2 BOLTS PER PIECE). SEE THE FOUNDATION PLAN & SHEAR WALL SCHEDULE
FOR FURTHER BOLTING REQUIREMENTS
6. PIPES OR DUCTS THAT EXCEED ONE THIRD THE SLAB OR CONC. WALL THICKNESS
SHALL NOT BE PLACED IN STRUCTURAL CONC. UNLESS SPECIFICALLY DETAILED. SEE
MECHANICAL AND/OR ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES,
ACCESSORIES, ETC.
7. PIPES MAY PASS THRU STRUCTURAL CONC. IN SLEEVES, BUT SHALL NOT BE
EMBEDDED THEREIN.
8. PROVIDE 3/4" CAMBERS AT ALL EXPOSED CORNERS
9. SEE ARCHITECTURAL PLANS FOR MOLDS, GROOVES, ORNAMENTS CUPS OR
GROUNDS REQUIRED TO BE CAST IN CONCRETE, AND FOR LOCATIONS OF FLOOR
FINISHES AND SLAB DEPRESSIONS.
10. LOCATION OF POUR JOINTS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER.
CONCRR
1. UNLESS OTHERWISE NOTED ON PLANS CONCRETE SHALL BE TYPE 1 WITH A
MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS. CEMENT SHALL
CONFORM TO A.S.T.M. CX-150 FINE & COURSE AGGREGATE SHALL CONFORM TO
A.S.T.M. C33.
REINFORCING STEEL
1. REINFORCING STEEL, #3 AND #4 GRADE 40, #5 AND LARGER -GRADE 60 PER
A.S.T.M. A615.
2. LOW HYDROGEN WELDING RODS SHALL BE USED FOR ALL WELDING OF
REINFORCING BARS.
3. BARS NOTED AS "CONT "TYPICAL WALL REINFORCING AND VERTICAL COLUMN
REINFORCING SHALL HAVE A MINIMUM SPLICE OF 50 BAR DIAMETERS LAP IN
MASONRY OR 40 BAR DIAMETERS MINIMUM IN CONCRETE..
4. REINFORCING SHALL BE. SPLICED ONLY AS SHOWN OR NOTED. OTHER SPLICES
SHALL BE APPROVED BY THE STRUCURAL ENGINEER.
5. SPLICES IN ADJACENT HORIZONTAL WALL REINFORCING BARS SHALL BE STAGGERED
4 FEET UNLESS OTHER WISE NOTED.
6. PROVIDE DOWELS IN FOOTINGS AND/OR GRADE BEAMS THE SAME SIZE AND
NUMBER AS VERTICAL WALL OR COLUMN REINFORCING. DOWELS SHALL HAVE A
MINIMUM PROJECTION EQUAL TO STANDARD LAP SPLICE UNLESS OTHERWISE NOTED,
7. ALL REINFORCING, ANCHOR BOLTS, AND OTHER INSERTS SHALL BE SECURED IN
PLACE PRIOR TO PLACMENT OF CONCRETE OR GROUTING OF MASONRY.
8. PROVIDE THE FOLLOWING MINIMUM PROTECTIVE COVERING OF CONCRETE:
BELOW GRADE (UNFORMED) ------------------------ 3" CLEAR
BELOW GRADE (FORMED) -------------------------- 2" CLEAR
WALLS-------------------------------------- 1" CLEAR
COLUMNS ------------------------------------ 1.V'CLEAR
BEAMS AND GIRDERS ----------------------------- 1.5"CLEAR
STRUCTURAL SLAB (ABOVE GRADE) -------------------- 3/4"CLEAR
9. NUMBER 5 OR LARGER REINFORCING BARS SHALL NOT BE RE -BENT WITHOUT
APPROVAL OF THE STRUCTURAL ENGINEER.
CONCRETE BLOCK MASONRY NAILING SCHEDULE (PER TABLE 23-II-B-1)
1. CONCRETE BLOCK SHALL CONFORM TO AS.T.M. C90, GRADE N UNITS. SEE THIS NAILING IS TYPICAL UNLESS OTHERWISE NOTED NAILS SHALL BE BOX OR
ARCHITECTURAL PLANS FOR TYPE, PATTERN AND JOINT DETAILS. COMMON WiRE SPECiFICLY DETAILED CONNECTIONS SHALL BE NAILED WITH COMMON
WORE NAILS. DIAPHRAGM SHEATHING NAILS OR OTHER APPROVED SHEATHING
2. MORTAR SHALL BE AS FOLLOWS: f'm = 1500 PSi MIN. CONNECTIONS SHALL BE DRIVEN . SO THAT THEIR HEAD OR CROWN IS FLUSH WITH
1 PART PORTLAND CEMENT 4 PARTS SAND 1/4 MIN, TO 1/2 MAX. PART HYDRATED THE SURFACE OF THE SHEATHING. ° -
LiME
JOISTS OR RAFTERS TO SIDES OR STUDS
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"DEPTH ADD ------------------------ 1-16d
TO ALLOW GROUT TO FLOW INTO ALL JOINTS, JOISTS OR RAFTERS AT ALL BEARING I - #5 MIN.
TOE NAiL EACH SIDE ----------------------------------- 3-8d
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
REINFORCING. TO THE JOISTS/RAFTERS TOE NAILS EA SIDE ------------------- 2-10d a
FROM BLOCKING TO BEARING TOE NAILS EA SIDE --•---------------2-10d
5. ALL CELLS BELOW FINISHED GRADE AND ALL CELLS WiTH REINFORCING, BLOCKING BETWEEN STUDS °
ANCHORS OR INSERTS SHALL BE F€LLED SOLID WITH GROUT. AT EACH END -TOE NAILS -------------------------------- 2-10d
ENDNAILS ----------------------------------------- 2-16d
6. CONCRETE SURFACES SHALL BE CLEANED OF ALL LAITANCE PRIOR TO SETTING OF PROGRESSIVE BLOCKING r
BLOCKS. RAFTER TO BLOCK & BLOCK TO CONT. NAILER --- ---------------•2-16d
MULTIPLE STUDS 2- #5 Mi .
FRAMING NOTES RIBBON O STUDS
(STAGGER
NAILS N STUDS WIDER THAN 4")-----•---------------6d824"OC
1 X RIBBON ------------------------------------------ 2-8d
FRAMING SHALL COMPLY WITH SECTION 2320 OF THE U.B.C. LATEST EDITION. 2X RIBBON ---------------------------------------- 2-16d
DOUBLE TOP PLATES SINGLE LAYER
ERAMI ,G-00ERAL LOWER PLATE TO STUD -------------------------------- 2-16d
UPPER TO LOWER PLATE ----------------------------- 16d@16"00 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.
NOTED ON PLANS. OF BUTT IN TOP PLATE --------------------------------- 8-16d
UPPER TO LOWER PLATE
2. ALL POSTS SHALL HAVE SIMPSON "PC" CONNECTORS AT TOP AND SIMPSON "SC" AT INTERSECTIONS ----------------------------------- 8-i6d
OR "BCD" CONNECTORS AT BASES UNLESS OTHERWISE NOTED ON PLANS. CEILING STRIPS REINFORCING
1 X4 PER BEARING(STRONGHOLD TYPE) -----•-------------------3-8d
3. ALL CONNECTING HARDWARE, JOIST HANGERS, TiE STRAPS ETC. SHALL BE 2X3 PER BEARING(STRONGHOLD TYPE)---------------------1-16d
SIMPSON "STONG-TIE" UNLESS OTHERWISE NOTED OR SHOWN ON PLANS. PLYWOOD NAILNG{SEE DETAILS &/OR SCHEDULES
BUILT UP BEAMS 2OdO32"OC AT TOP AND BOTTOM
FRAMING -WALL STAGGERED ------------------------------------ 2-20d o END
1. SIZE, SPACING & HEIGHT LIMITS FOR WOOD STUDS ARE AS FOLLOWS (UNLESS 1X6 LET -IN BRACES, EACH BEARING .----------------------------2-8d
OTHERWISE NOTED ON PLANS): (PRE ;DRILL HOLES FOR NAILS)
2X4 0 16"OC (BEARING WALL) SUPPORTING A MAXIMUM OF ONE
FLOOR AND ONE ROOF SHALL HAVE A MAXIMUM HEIGHT OF 10 FEET
2X4 0 16"OC (NON -BEARING WALL) SHALL HAVE A MAXIMUM HEIGHT OF 14 FEET STRUCTURAL STEEL
2X6 0 16-OC (BEARING WALL) SUPPORTING A MAXIMUM OF TWO FLOORS AND A
ROOF SHALL HAVE A MAXIMUM HEIGHT OF 10 FEET. 1. STRUCTURAL STEEL SHALL CONFORM TO STANDARD SPECIFiCAT(ON FOR REINFORCING SAME
2X6 0 16-OC (NON -BEARING WALL) MAXIMUM HEIGHT IS 20 FEET STRUCTURAL STEEL FOR BRIDGES OR BUILDINGS &S.T.M. A572 GRADE 50 OR DUAL SiZE AS FOOTING
GRADE STEEL. REINFORCING
2. RAKE WALLS ADDACENT TO SLOPED CEILINGS SHALL BE BALLOON FRAMED. DOUBLE
TOP PLATES SHALL ALWAYS BE SUPPOORTED BY A ROOF OR CEILING DIAPHRAM. 2, FABRICATION SHALL COMPLY WITH THE LATEST A.I.S.C. SPECS. 6'
,MIN, •• �,
3. SHEAR WALL PANELS MUST BE CONTINUOUS TO THE TOP PLATE AT ROOF 3. ALL BOLTS FOR STEEL MEMBERS SHALL CONFORM TO A.S,TN. A-307 UNLESS
`
FRAMING. SHEATHING SHALL HAVE ALL EDGES BLOCKED & THE APPROPRIATE SHEAR OTHERWISE NOTED. �
TRANSFER THRU CEILING OR SOFFIT FRAMING.
4. HiGH TENSILE BOLTS WHERE INDICATED ON THE PLANS OR DETAILS SHALL BE THE -
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 •
NOTCHING MAX€MIUM: 25% OF WIDTH ON BEARING WALLS BETWEEN THE CONTACT SURFACES. HIGH TENSILE BOLTS SHALL CONFORM TO
4OX OF WIDTH ON NON -BEARING WALLS A.S.T.M. A-325 OR A-490.
BORING MAXIMUM: 4O% OF WIDTH ON BEARING WALLS r°t
60% OF WIDTH ON NON -BEARING WALLS. 5. PIPE COLUMNS SHALL CONFORM TO A.S.T.M. A-53 GRADE B ---
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-501 OR A-500 3'-0" CONC.
5. DOUBLE 2X TOP PLATE SHALL BE LAPPED 48" AT ALL SPLICES AND SHALL GRADE B. 40 DiR e. 2 -8 MAS. 3" CLR.
OVERLAP AT CORNERS. "
7, WHERE FINISH IS ATTACHED TO STRUCTURAL STEEL, PROVIDE HOLES FOR 1/2 d
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
BRACING (o APPROX. 45 DEGREES) EVERY 25' IN ALL STUD WALL NOT ARHITECTURAL DRAWINGS FOR FINISHES.
SHEATHED.SRACES TO RUN CONTINUOUS FROM TOP PLATE TO SiLL PLATE. 8. BEAM CONNECTIONS SHALLCOMPLY WITH 'FRAMED BEAM CONNECTIONS" A.I.S.G, STEPPED FC)O
®TING
FLAMING -FLOOR PART 4, TABU 1, USING 3/4" DIA. A307 BOLTS (M.S.).
1. FLOOR SHEATHING (MIN) 3/4" STRUCTURAL i T & G PLYWOOD PANEL INDEX NO. . OPEN WEB JOISTS SHALL. COMPLY WITH THE STANDARDS OF "THE STEEL JOIST
32/16 OR MATCH EXISTING WITH EXTERIOR GLUE. USE 10d NAILS AT 6 OC AT ALL
EDGES, BOUNDARIES, SHEARWALLS & 10"OC FIELD. NO BLOCKING IS REQUIRED
T• EEL LNELDIL4
UNLESS NOTED ON PLAN, ALL EDGES BLOCKED AT DECKS.
2. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL NON -BEARING PARTiT€ONS.
1. WELDIN BE DONE BY THE ELECTRIC SHIELDED ARC P SS AND SHALL
COMPLY WITH A. ECIFICATIONS FOR WELDING AND FAB ON.
3. PROVIDE CONTINUOUS BLOCKING BETWEEN FLOOR JOISTS UNDER BEARING WALLS
WHICH ARE PERPENDICULAR TO JOISTS.
2. WELDING SHALL BE PERFO Y CERTIFIED W WHO ARE APPROVED BY
THE LOCAL AUTHORITY.
4. FRAMING AROUND OPENINGS: TRIMMER AND HEADER JOISTS SHALL BE DOUBLED
AND SUPPORTED BY HANGERS PER CODE {UBC 2320,8.4).
3. ALL FIELD WELDS SHALL HAVE CONTI S € ON PER UBC (1701.5.5)
UNLESS OTHERW€SE NOTED.
FRAMING; ROOF
4. ALL BUTT WELDS SHALL ULL 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
0 CATION FROM THE SHOP PERFORMING WELDING OR A
5. A CERTIFICATE RICATION
WALLS & 12" OC FIELD. NO BLOCKING i5 REQUIRED UNLESS NOTED ON PLAN.
REPORT FROM PECIRI
MUST BE FURNISHED TO THE JOB INSPECTOR
PRIOR TO F G APPROVAL.
2. FRAMING AROUND OPENINGS: TRIMMER AND HEADER JOISTS SHAD. BE DOUBLED
6. E7018 ELECTRODE W/201-} TOUGHNESS FACTOR.
AND SUPPORTED BY HANGERS PER CODE.
- {PER TABLE 23-1V-J-3}
IN UOTTES
1. CEILING JOISTS SHALL BE 2X6 016"O.C. (MAX SPAN=15'-9")
1. A GRADIN SHALL BE OBTAINED PRIOR TO ANY G.
2. CEILING JOISTS SHALL BE 2X8 o16"O,C. {MAX SPAN-20'-9°)
2. ALL FILL ONE FOOT & G HALL FLED AND TESTED AS TO RELATIVE
COMPACTION PER U.B.C. ,,
ER6MINQ-JQj T'/B6U
3. ALL FILL SHALL BE TEED IN ACCORDANCE HAPTER 70 OF THE
1. BORING AND NOTCHING OF JOISTS SHALL BE AS FOLLOWS:
LATEST ADOPT N OF THE U.B.C. 4, ALL UTILITY TR �KFILLS SHALL BE
IN ACC WITH THE SOILS ENGINEERS RECOMMENDATIONS.
{UBC 2.4)
BORING -MAX. DIA. OF HOLE SHALL NOT EXCEED 1/3 OF DRESSED DEPTH OF JOIST
DRAINAGE NOTE
WITH A MINIMUM EDGE CLEARANCE OF TWO INCHES. NOTCHING -MAX. DEPTH AT ENDS
SHALL NOT EXCEED 1 /4 OF DRESSED DEPTH. NO NOTCHING IS ALLOWED iN THE
1. MINIMUM GRADIENTS ARE AS FOLLOWS: EARTH= 1 % PAVING=.5%
CENTER THIRD OF THE JOIST SPAN. NOTCHING IN OTHER LOCATIONS SHALL BE ON
THE COMPRESSIVE SIDE WITH A MAX DEPTH OF 1/6 OF THE JOIST DEPTH.
2. POSITIVE DRAINAGE AWAY FROM STRUCTURES SHALL BE AS FOLLOWS: 2% MIN TO
217o MAX SWALES TO BE 3 FEET MIN AWAY FROM STRUCTURES.
2. WHERE THREE OR MORE (MULTI JOISTS) ARE USED THE JOISTS SHALL BE BOLTED
TOGETHER WITH 1 /2"DIA MACHINE BOLTS W/ WASHERS AT 24"OC STAGGERED. BOLTS
SHALL BE RETiGHTENED PRIOR TO APPLYING FINISH MATERIALS.
3. JOISTS/RAFTERS SHALL LAP AT SPLICES A MIN. OF 4 INCHES WITH 3-16d NAILS
OR USE SIMPSON ST 2115 0 48 INCHES D.C.
4. CROSS BRIDGING OR 2X BLKG.SHALL BE PROVIDED 0 8'-0" O/C, MAX, FOR ALL
JOISTS AND RAFTERS MORE THAN 8" IN DEPTH
5. 2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL
SUPPORTS.
2X STUDS
16" O.C.
FRAMING -BOLTING
16d o 12" O.C.,
1. ALL BOLTS BEARING ON WOOD SHALL HAVE WASHERS UNDER HEAD OR NUT, SEE
STAGGERED
PLYWOOD
SCHEDULE
16d o 12" O.C,
OCiUR5
16d PER E.N.
STAGGERED
AF SHEAR WALLS
2. ALL BOLTS SHALL BE RETIGHTENED, PRIOR TO APPLICATION OF PLYWOOD, PLASTER
ETC.
3. HOLES FOR BOLTS SHALL BE BORED 1/32" TO 1/16" LARGER THAN NOMINAL
BOLT DIAMETER.
Lums
12" I.G. BLOCKING o TOP, POST WHERE
BOTTOM, & MID -HEIGHT OCCURS
1. ALL LUMBER SHALL BE DOUGLAS FIR OF THE FOLLOWING GRADES UNLESS
OTHERWISE NOTED (MAX MOISTURE CONTENT SHALT. NOT EXCEED i 9% & GRADED IN
ACCORDANCE WITH THE WEST COAST LUMBERMANS ASSOCIATION.)
TYP. STUD WALL INTERSECTIONS
BIRESE MEMBERS
i
STUDS & PLATES --------------------------------- --NO.2.
JOISTS & RAFTERS
20 TO 04 INCLUSIVE ------------------------------ NO.2
2X6 TO 3X16 INCLUSIVE ----------------------------- NO.2
BEAMS V5F M FRS
FOR SIZE AND SPACING OF -STAGGER PLYWOOD JOINTS
JOIST OR RAFTER, SEE PLAN
4X------------------------------------------- NO.2
3/8" MIN. EDGE DISTANCE
6X OR LARGER ------------------------------------ NO.1
BOUNDARY NAILING (B.N.) FOR
AILS
POSTS & MULLIONS
ALONG CONTINUOUS
4X4 & SMALLER ----------------------------------- NO.2
PANEL EDGES
4X6 & LARGER ------------------------------------ NO.2
6X6 & LARGER ------------------------------------ NOA
MISCELLANEOUS LUMBER
BLOCKING,FURRING, ETC .------------------•------------NO.3
DECKING & SHEATHING
TYPICAL INTERMEDIATE
2X,3X,4X----------------------------------- COMM'L DEX.
NAIUNG (I.N.)
FLOORS-10d o 10" D.C.
2. ALL WOOD BEARING ON CONCRETE OR MASONRY IF LESS THAN 4 FEET FROM
ROOFS- 10d iA 12" O.G.-
GRADE SHALL BE PRESSURE TREATED DOUG FIR.
3. GLUED -LAMINATED WOOD BEAMS SHALL BE DOUGLAS FIR COMB. 24F-V8(k) DF/DF
EDGE NAILING (E.N.)
(Fb•240OPSi, Fv=165 PSI, E-180,000 PSI) INDUSTRIAL APPEARANCE WITH EXTERIOR
GLUE UNLESS OTHERWISE NOTED ON PLANS. A CERTIFICATE OF INSPECTION FOR
EACH GLU-LAM BEAM FROM AN APPROVED TESTING AGENCY TO BE SUBMITTED AND
2 X 3 FLAT BLKG. AT
APPROVED BY THE BUILDING DEPT. PRIOR TO ERECTION. [(•) USE V8 FOR CANT.
UNSUPPORTED EDGES. (REO'D. -LON
TO
DIMENSION OF PLYWOOD
RUN PERPINOICULAR TO
BEAMS AND -V4 FOR- SIMPLE SPANS BEAMS]
ONLY WHEN CALLED FOR ON JOISTS
PLANS)
4. ALL STRUCTURAL PLYWOOD SHALL BE IN ACCORDANCE WITH P.S. 1-.iCp
NOTE: PLYWOOD TO BE -MIN. SHEATHING SIZE TO BE
2°-O" X 4'-O"
INSPECTED PRIOR TO COVERING
PLYWOOD LAYOUT
M _ M
FRAMING ANCHOR TOP AND
BOTTOM OF DOUBLE STUD
OR POST -
40 DIA.
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 FTG.
PROVIDE 2" CEMENT
DRYPACK IF
PLACED UNDER-, i"
EXIST. FTG,n
PIPE
SLEEVE DIAMETER
PIPE TRENCH
17
z
cn
40 'D' CONCRETE
14
50 'D' MASONRY
ih
PROVIDE SLEEVES
FOR ALL PIPES, --
TRENCH SHALL NOT
UNDERMINE WALL FTG.
507o COMPACTED
BACKFILL 0 TRENCH
EXCAVATION
[-NO TRENCH
PARALLEL
TO FOOTING
BELOW THIS
LINE
1'-6" Mt .
NO SLEEVES SHALL
PENETRATE FOOTING
"R"
BAR SIZES
5 'D'
#6, #7, #8
7 'D°
#9, #fO, #f 1
w Jw1
/1� iC9 bC
STRAP PER PLAN W/ 2X4 STUDS 0
FULL LENGTH NAILS 16" O.C. U.N.1
4'-0'° MIN. LAP
r- DOUBLE TOP PLATES 1
HEADER --✓
2X BLKG.
2X TRIMMER--
U.N.O.
4'-0" MIN. LAP 4X END POST-
& HOLDOWNS
DOUBLE TOP P TES ---7 € U.N.O. W/ E,N.
TYP. 8 - 16d EA. SIDE OF
TOP PLATE SPLICE U.N.O.
ON FRAMING PLAN
2-2x PLATES, SEE PLANS FOR
SIZE AND REFERENCE TO SPICES
FOR HEADER SIZE, SEE PLAN
2x CRIPPLES AT 16" O.C. --:;,,r
FIRE BLOCKING AT CEILING
N._.- PROVIDE SiMPSON A34 FOR 2x4
LINE AND NOT TO EXCEED
STUDS AND A35 FOR 2x6 STUDS,
W-0" O.C.
EACH SIDE
NOTES
FOR NAIUNG SEE GENERAL
F--- USE 2-2x JAMBS FOR 4xt0 AND
6x8 AND LARGER HEADERS
i STUD FOR INTERIOR WALLS
END POST AT PLYWOOD SHEAR
2 STUDS FOR EXTERIOR
PANEL WHERE OCCURS W/ E.N.
UNLESS NOTED OTHERWISE
NOTE
Ill
STUDS SHOWN ARE FOR INDICATION ONLY. ACTUAL LOCATION TO SUiT
CONSTRUCTION REQUIREMENTS, MAX. SPACING AT 16" O.C.
TYP. WALL FRAM I N G
2- 16d
16d 0 12", STAGGERED
JOIST OR RAFTER
UPPER PLATE 4" WIDER THAN
LOWER PLATE
2X STUDS o 16" O.C.
19 12", STAGGERED
OR RAFTER
R PLATE 4" WIDER THAN
R PLATE
TUDS o 16" O.C.
HOLDOWN PER
1 t 6'" M.IP3"
SHEAR PANEL LENGTH
r----- DOUBLE
PLATE
NOTES: /Bd 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
101
d
WIDTH
lt�
NOTCH IN STUD 2 d
M ,
BORED HOLE 40
NOTE: BORED HOLE
& NOTCH SHALL NOT 5 "MIN.
OCCUR IN SAME .
SECTION
NON -BEARING
PARTITION
^1"l/f'1 t'�'P'! i 1"1 R i 1"\•7'I"S 6 i 1 A i Pe
aWAALL F
OF STU
16d AT 12" EA.
SIDE/ FA. CRiPF
SILL PLATE BOLTING (OR NOTES:
SOLE PLATE NAILING AT 1. WHERE BEAM INTERCEPTS TOP PLATE
UPPER FLOORS) SPLICE USE ST6236
HEIGHT E D OSTUUDSS FULL
WAU
(4) 16d EA, SIDE
2X STUDS 16" O.C.
qb
(2) 2X CRIPPLES TYP. o
BEAM OVER 8" DEPTH.
USE 4X POST U.N.O. ON
PLANS (CRIPPLE OR POST
TO BE FULL MOTH ON SM.)
2. SM).
W AN SIT C OON R P � PLATE ABOVE
f : TYP. BEAM TO WALL
SHEAR WALL SCHEDULE 1997 U.B.0
SILL BOLTING
MARK
WALL TYPE
SHEAR 0
SHEAR ®
ALLOWABLE
ONE SIDE
BOTH SIDES
SILL NAILING
SHEAR
OF WALL
OF WALL
UPPER STORIES
7/8"STUCCO OVER PAPER BACKED LATH W/16 GA STAPLES AT 6"O.C. AT TOP .& BOTTOM
A8PLATES,
EDGE OF SHEAR WALL AND ON FIELD (ICBO REPORT No.1318, AUG. 2002) OR
180 PLF
5/8"055 o.C.
5/s"O27 1/2•oc
16d 0 8"O.C.
(ICBO REPORT No>1254, MAR 1990) NOTE 4 AND 9 BELOW
A
3 -P YWD 11 OR SM SHTG WITH& 8d1 NAILS 6"O.C. AT EDGES & 12" O.C. FIELD
260 PLF
"�
5/s wo.c.
5/a ot9"o.c.
16d 0 6"O.C.
L. a
iSTRUC U
, 10 SLOW
BC) NOTE
3/8-PLYWD STRUCT it OR STD SHTG WITH 8d NAILS 0 4-O.C. AT EDGES & 12" O.C. FIELD
350 PLF
5/8"02600.C.
5/8"013o.C.
16d ® 4"O.C.
0
(TABLE 23-11-1-1 UBC) NOTE 1, 6, 9, 10 & 11 BELOW
3/8"PLYWD STRUCT If OR STD SHTG WITH 8d NAILS 0 4"O.C. AT EDGES & 12" O.C. FIELD
380 PLF
5/8"026"o.c.
5/a"owo.c.
16d 0 4"O.C.
11
(TABLE 23-11-1-1 UBC) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW
A
3/8" PLYWD STRUCT 11 OR SM SHTG WiTH 8d NAILS 0 3" O.C. AT EDGES & 12" O.C. FIELD
490 PLF
5/a"o2o o.c.
sjs oto"o.G.
16d 0 3 1/2"0.C.
(TABLE 23-11-1-1 UBC) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW
A3/8"
PLYWD STRUCT 11 OR STD SHTG WITH 8d NAiLS 0 2" O.C. AT EDGES & 12" O.C. FIELD
610 PLF
5/a"a16"o.C.
5/s"os o.c.
16d 0 2 1/200.C.
ABLE 23-11-1-1 UBC NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW
STRUCTWITH d N O.C. FIELD
2&
$70 PLF
3%4"016"O.C.
3j4 QBo.C.
N/A
STUDSP(TABLE 23---11-1LYWD
OVER 3X UBC)0NOT 3T 5,D6. 9,&10 1 1 BELOW
NOTES:
1. ALL EDGES OF PLYWOOD SHEARWALLS MUST BE 5• FRAMING AT ADJOINING PANEL EDGES SHALL BE
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,
11, 12. 13, & 14.
6. WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A
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
BOLTS. (I.E. HALF THE O/C SPACING) ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL
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 FLOOR ONLY. 7. ALL CONTINUOUS EXTERIOR FOOTING TO HAVE
4. PAPER BACKED SELF FURRING EXPANDED METAL 5/L3" X 1O" A,B.'S 48"O.C. UNLESS OTHERWISE
NOTED ON PLANS.
LATH WITH iCSO APPROVAL
8. ALL INTERIOR BEARING AND NON BEARING
FOOTINGS TO HAVE 7/32" SHOT PINS AT 32" O.C.
& 48"O.C, RESPECTIVELY: I.E. HiLTI IC80 REPORT
No.2388, NOV 1995 OR RAMSET/REDHEAD ICSO
REPORT No.1639, DEC 1995
9. USE 2 1/2" x 2 1/2" x 3/16" PLATE
WASHERS.
10. USE CDX. CC OR STD SHTG IN LIEU OF
STRUCT 11 PLYWOOD. ALL PLYWOOD SHALL BE
DOUGLAS FiR. OTHER SPECIES MAY REQUIRE
CHANGES.
11. AT EXISTING FOOTINGS USE REDHEAD WEDGE
ANCHORS TO COMPLY WITH SILL BOLTING. ICSO
#1372 MIN. EMBED 7
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sw
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•
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THIS SYSTEM MAY BE USED TO ANCHOR A
HOT WATER HEATER THAT 15 ADJACENT TO
�
1
A WALL. TANK NEED TO BE BOLTED TO THE
1
STUCCO o/ BLDG.
FLOOR AND THE HEATER HOOKED UP WITH A
PAPER o/ G.I. SREED
2
FLEXIBLE CsAS CONNECTION.
w/ WEEP HOLES
2
SLAB INHERE OCCURS
3
P.T. D.F. SILL
IF TANK HAS AN
4
CONC. SLAB
3
r '�
'~ •,
INSULATION BLANKET,
5
GRADE
LEAVE IN PLACE
2
aa�
4 I
{
APPROVED STEEL STRAP
Z
SNU6xGL Y WRAPPED AROUND
d
TANK AND SNUG SPACER
_ -
�,
-. PROVIDED BETWEEN THE
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I CAP SHINGLES
WATER HEATER AND WALL
2 ASPHALT SHINGLES ON 30 lb
i
If4" X 4 Ip2" LArs SCREW W®
FELT ON DECKING PER STRUCTURAL
WASHER TO 2X4 STUD OR BLK.
PLANS ON ROOF RAFTERS PER PLANS
17
13
WATER HEATER BRACING
WEEP SCREECH 3"-1'-O"
�
RIDGE
3"•1'-a"
1
4X4 TOP RAIL CUT TO RECEIVE
CONTINUOUS TUBE
1 BLK'G Wt (3) - 2" DIA HOLES
VW1 SREEN BACK'G WHERE OCCURS
KEEP INSULATION CLEAR
zx t x 0.074 CONTINUOUS
TUBE
2 FIBERGLASS SHINGLES ON 30 lb
FELT ON DECKING PER STRUCTURAL
i'lz' X 1'/2'"X '/s" TUBE POST
PLANS ON ROOF TRUSSES PER
@ 26" O.C. WELDED TO TOP TUBE
TRUSS PLANS
_ 1" X VX 0.065 TUBES @ 4" O-C.
3. 2X6 RO.SO. FASCIA
00
4, STUCCO EXTERIOR O/
2
O
BLD`G PAPER
5 1X6 STARTER BOARD
1 �/2" X 1"X 0.074 CONTINUOUS
-SHIPLAP AT EXPOSED EAVES
.__.___..-..
.�
TUBE BOT. RAIL
3f6" MG" X 5" X 3" STL PLATE (SEE BELOW)
W/ 4-/y'" X 5" LONG LAG SCREWS
6 G.I. EDGE DRIP
7 INSULATION PER TITLE 24
EA. PLATE
8 STUD WALL PER PLANS
-_
9 i/2" GYP. BD.
2- 2X STAIR STRINGER + +
OR FLOOR JOIST =
3 5
7
4
8
1
EAVE
1. BLDG. PAPER Ot G,l. 'WV' VALLEY FLASHING (2L') &.60 •t- IH)
W/ CRIMPED EDGES
2. ROOFING. SEE ROOF PLAN
3. FRAM'G PER STRUCT,
2 1
3
19
15
VALLEY F LA. S H I N G
3
STUCCO U/ BLDG.
,
PAPER
i
`
G.I. FLASITYs ofTZ
I X BLCK.
BLOC. PAPER
>
!44,
MTL CLSR
STRIP OR
MORTAL FILL
'S' TILE
20
16
12
8
ROOF TO WALL
P9AEPAReED BY,
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