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SCOPE OF WORK SHEET INDEX
GAB ANCHOR BOLT
GENERAL NOTES
ABV ABOVE 1. ADDED AREA FOR THE FRIENDS OF THE LIBRARY BOOKSTORE
AC ASPHALT CONCRETE
A/C AIR CONDITIONING INT INTERIOR
T-1 - HEET
ACOUS ACOUSTICAL L LONG (LENGTH) 2. ADD SITE ACCESS TO NEW ENTRY
ADJ ADJUSTABLE LAM LAMINATE(D) LAVATORY q-1 - SITE PLAN
ALL CONSTRUCTION TO COMPLY WITH ALL CURRENT BUILDING CODES CAC. CBC, CEC, CMC, CPC, AND CITY ORDINANCES AFF ABOVE FINISH FLR LH LEFT HANDED
ALUM ALUMINUM LT LIGHT A-2 - DEMOLITION PLAN
ALT ALTERNATE MAS LIGHTWEIGHT BUILDING CODES
FLOOR PLAN
ANDD ANODIZED MAS MASONRY A-3
1. THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF JAMES GOODMAN ARCHITIECTURE 15. DO NOT SCALE DRAWINGS. ARCH ARCHITECT(URAL) MATL MATERIAL
® AT MAX MAXIMUM A-4 - REFLECTED CEILING PLAN
AND SHALL NOT BE USED FOR ANY WORK OTHER THAN THE PROJECT SHOWN HERE, BD BOARD MB MACHINE BOLT
SAN JUAN CAPISTRANO LIBRARY REMODEL. 16. ALL DIMENSIONS ARE TO FACE STUDS, CONCRETE, OR MASONRY WALLS UNLESS NOTED BEL BELOW MECH MECHANICAL 2010 CALIFORNIA BUILDING CODE q-5 - EXTERIOR ELEVATIONS
OTHERWISE. BET BETWEEN MET METAL 2010 CALIFORNIA ELECTRICAL CODE
BLDG BUILDING MFR MANUFACTURER 2010 CALIFORNIA PLUMBING CODE A-6 - SITE ENTRY PLAN & ROOFPLAN
2. ALL WORK AND CONSTRUCTION METHODS AND MATERIALS SHALL COMPLY WITH ALLBILK BLOCK
PROVISIONS OF THE BUILDING CODES AND OTHER RULES, REGULATIONS AND ORDINANCES 17. PROVIDED 6" TO 8" STUDS, OR FURING FULL LENGTH OF ROOM WALL WHERE REQUIRED TO BLKG BLOCKING MIN MINIMUM 2010 CALIFORNIA MECHANICAL CODE
ACCOMADATE PLUMBING AND ELECTRICAL INSTALLATIONS. BM BEAM MMISCELLANEOUS 2010 ENERGY EFFICIENCY STANDARDS q-7- CROSS SECTIONS
GOVERNING THE PLACE OF THE BUILDING CODE REQUIREMENTS IN ALL CASES TAKE BOTT BOTTOM MOO MASONRY OPENING
PRECEDENCE OVER THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING BOG BEARING IMETAL A-8- INT. ELEV, CABT.
18. IF EXISTING FACILITIES ARE RELATED TO THE WORK THE CONTRACTOR SHALL NOT DISRUPT N NORTH
LABOR OR MATERIALS OR BOTH TO BRING TO THE ATTENTION OF THE DESIGNER ANY BSMT BASEMENT
THE EXISTING SERVICES OR UTILITIES WITHOUT OBTAINING THE OWNER'S PRIOR APPROVAL AND NAT NATURAL
DISCREPANCIES OR CONFLICTS BETWEEN THE REQUIREMENTS OF THE CODE AND THE CB CATCH BASIN NIC NOT IN CONTRACT A-9 - DETAILS
DRAWINGS. INSTRUCTIONS IN EACH CASE. CEM CEMENT
NOM NOMINAL
CJ CEILING JOIST
CLG CEILING NRC NOISE REDUCTION COEFFICIENT
19. VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL EQUIPMENT BEFORE CONSTRUCTION OF LG CLEARANCE) NTS NOT TO SCALE
C
3. THE CONTRACT DRAWINGS AND SPECIFICATION REPRESENT THE FINISHED STRUCTURE. ANY BASES OR PADS TO SUPPORT SUCH EQUIPMENT. C CENTERLINE OC 0/ OVER BUILDERS VALIDATION
UNLESS OTHERWISE SHOWN THEY DO NOT INDICATE METHOD OF CONSTRUCTION, CONTRACTOR COL COLUMN ON CENTER
SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL 20. VERIFY ALL PLUMBING AND EQUIPMENT SIZES BEFORE BEGINNING CONSTRUCTION OF COMB COMBINATION OD OUTSIDE DIAMETER
CONTRUCTION MEANS, METHODS, TECHNIQUES AND PRODEDURES, OBSERVATION VISITS TO THE CABINETS. CONIC CONCRETE OPNG OPENING
CONST CONSTRUCTION OPP OPPOSITE
SITE BY FIELD REPRESENTATIVES OF THE DESIGNER AND HIS ENGINEERS SHALL NOT INCLUDE CONT CONTINUOUS PH PANIC HARDWARE
INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES REQUIRED 21. CONTRACTOR IS RESPONSIBLE FOR TOTAL COORDINATION BETWEEN ALL SUBCONTRACTORS PLAST PLASTER
CONTR CONTRACTOR
FOR SAME, WHICH ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ANY SUPPORT AND TRADES. D DEEP (DEPTH) PLYWD PLYWOOD CONTRACTORS AND SUB-CONTRACTORS
SERVICES PREFORMED BY THE PUROSE OF ASSISTING IN QUALITY CONTROL AND IN d PENNY L PLATE, PROPERTY LINE PROJECT DATA
22. UNLESS NOTED OTHERWISE, ALL VESTIBULES, CLOSETS, COLUMNS, PROJECTIONS, RECESSES, DET DETAIL PSF POUNDS PER SQ. FOOT
ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS, THEREFORE, THEY DF DRINKING FOUNTAIN 088 POUNDS PER SQ. INCH
DO NOT QUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUCED AS OR OTHER ADJACENT AREAS WITHIN SCHEDULED AREAS SHALL HAVE FINISHES AS SCHEDULED DF DOUGLAS FIR PTDF PRESSURE TREATED DOUG. FIR
FOR THE RESPECTIVE SPACES IN WHICH THEY OCCUR. PVC POLYVINYL CHLORIDE TYPE OF CONSTRUCTION 1B
SUPERVISION OF THE CONSTRUCTION. DIAD DIAGONAL R RISER, RADIUS
DIA DIAMETER 1. "' IT IS EXPECTED THAT ALL COMPANIES AND INDIVIDUALS ARE EXPERIENCED
23. ANYONE SUPPLYING LABOR AND/OR MATERIALS TO THE PROJECT SHALL CAREFULLY DIM DIMENSION RA RETURN AIR IN THEIR AREA of WORK. TYPE OF OCCUPANCY M
4. CONTRACTOR HEREBY GUARANTEES TO THE OWNER ANE THE DESIGNER THAT ALLRAD RADIUS
EXAMINE ALL SUBSURFACES TO RECEIVE WORK. ANY CONDITIONS DETRIMENTAL TO WORK DN DOWN
MATERIALS, FIXTURES, AND EQUIPMENT FURNISHED TO THE PROJECT ARE NEW UNLESS SHALL BE REPORTED IN WRITING TO CONTRACTOR PRIOR TO BEGINNING. COMMENCEMENT OF DR DOOR RD ROOF DRAIN 2. "' TO MINIMIZE OR ELIMINATE CHANGE ORDERS , PLEASE EXAMINE PLANS FIRE SPRINKLERS NO
DTL DETAIL REF REFERENCE AND PROVIDE ANY SUGGESTED MODIFICATIONS THAT YOU RECOGNIZE ALONG
OTHERWISE SPECIFIED. CONTRACTOR ALSO WARRANTS THE ALL WORK WILL BE OF GOOD WORK SHALL IMPLY ACCEPTANCE OF ALL SUBSURFACES. DWG DRAWING REFL REFLECTED WITH YOUR PROPOSALS.
QUALITY AND FREE FROM ANY FAULTS AND DEFECTS. E EAST REINF REINFORCE(ING) AREA 735 S.F.
24. TEMPORARY BRACING SHALL NOT BE REMOVED FROM ANY ELEMENT UNTIL THE ELEMENT IS EA EACH REQ REQUIRED 3. "' REVIEW OF ANY CHANGE ORDERS WILL INCLUDE A DETERMINATION IF
CAPABLE OF SUPPORTING ITS DESIGN LOAD. ELEV ELEVATION REV REVISION(S), REVISED THE CONTRACTOR COULD OR SHOULD HAVE RECOGNIZED ANY ITEMS THAT ARE
5. TEMPORARY BARRIES AN/OR A PROTECTIVE CONSTRUCTION FENCE SHALL BE PROVIDED ELEC ELECTRIC(AL) RRH RIGHT M ROOM HAND A CONFLICT OR REQUIRE A MODIFICATION.
WHERE REQUIRED BY THE BUILDING DEPARTMENT AND SHALL BE CONSTRUCTED IN EMER EMERGENCY
25. REFER TO ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR DEPRESSED RO ROUGH OPENING
ACCORDANCE WITH THE RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF THE EQ EQUAL
SLABS, CURBS, FINISHES, TEXTURES, CLIPS, GROUNDS, ETC. NOT SHOWN ON STRUCTURAL Row RIGHT OF WAY
BUILDING. EW EACH WAY DRAWINGS. EWC ELEC.WATER COOLER S SOUTH NO REVISIONS/SUBMISSIONS DATE
EXH EXHAUST SC SOLID CORE
6. SANITARY FACILITES SHALL BE PROVIDED AND MAINTAINED BY CONTRACTOR DURINGEXIST EXISTING SF SQUARE FOOT 1 FIRST AGENCY SUBMITTAL
26. ANY MATERIAL STORED AT THE SITE SHALL BE COMPLETELY SUPPORTED FREE FROM THE SHT SHEET
CONSTRUCTION PER APPLICABLE REGULATIONS. GROUND, COVERED AND OTHERWISE PROTECTED TO AVOID DAMAGE FROM THE ELEMENTS. EXP EXPOSED SIM SIMILAR 2
EXT EXTERIOR
FD FLOOR DRAIN SPEC SPECIFICATION 7. CONTRACTOR SHALL ARRANGE AND PAY FOR ALL TEMPORARY UTILITY SERVICES AND 27. SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE FEC FIRE EXTINGUISHER CABINET SQ SQUARE VICINITY M A PSS STAINLESS STEEL
CONNECTIONS DURING CONSTRUCTION. DESIGNER OR ENGINEER OF RECORD, WHO SHALL REVIEW THEM AND FORWARD THEM TO THE FF FINISH FLOOR STC SOUND TRANSMISSION
BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS FHC FIRE HOSE CABINET COEFFICIENT
8. CONTRACTOR MUST VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS AND SHALL HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMACE FIN FINISH STD STANDARD
FJ FLOOR JOIST STOR STORAGE .lames Goodman
NOTIFY DESIGNER OF ANY DISCREPANCIEW BEFORE STARTIN WORK. WITH THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT K NrSTALL FLR FLOOR UCT STRUCTURE //��
ED WX TM= DESIDN ANN) SIJB�INTTAL DOq�Tg HAVE � APPROM BY IM �D�p FOC FACE OF CONCRETE SSTRTR SYMBOL � P6 r � � � t e c t � r e
FOF FACE OF FINISH
9. ALL OMISSIONS OR CONFLICTS BETWEENT THE VARIOUS ELEMENTS OF THE WORKING SL FOM FACE OF MASONRY T TREAD w OJ/ Nunn; Design rC IteCt
DRAWINGS AN/OR GENERAL NOTES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER FOS FACE OF STUD TBD TO BE DETERMINED
BEFORE PROCEEDING WITH ANY WORK SO INVOLVED. 2' NO HAZARDOUS MAXIMMS 1L K S70RED ANDIOR t= WIM 7HE 6 MM% �i FTG FOOTING TEL TELEPHONE a Z
L ? � � LI57EO � DEQ CDOE ( ) T&G TONGUE AND GROOVE 232 Avenida FabSuite 7 2
FUR FURRED TNG THK THICK p ¢ 949.493.0740 Voice
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GA GAGE, GAUGE TOB TOP OF BEAM ? v information@jgaia.com
10. GENERAL NOTES, NOTES, AND TYPICAL DETAILS APPLY TO ALL DRAWING UNLESS NOTED GI GALVANIZED IRON r J9
20. 71£ SUSPOM CERM SYSTEM, IF APPLICABLE, $HALL COMPLY rM7H AND CBC CHAPTER TOC TOP OF CURB Member American Institute of Architects
OTHERWISE. 1� GL GLASS, GLAZING
GLB GLUE LAMINATED BM
TOP TOP OF PLATE v An Architectural Corporation
m
GR GRADE TOS TOP OF SHEATHING
11. ALL A.S.T.M. DESIGNATIONS SHALL BE AMENDED TO DATE UNLESS OTHERWISE NOTED. GYP GYPSUM TOS TOP OF STEEL J PROJECT NAME:
3a THIS PROJECT SHALL COMPLY M�7H 2010 CBCT CIT, CPG, AND CEC AND CITY OROMrANCE ❑ �I FREINDS OF THE LIBRARY
TOW TOP OF WALL
H HIGH LIN TYPICAL BOOKSTORE RELOCATION
12. STRUCTURAL DRAWINGS SHALL BE USED IN CONDUCTION WITH ARCHITECTURAL, HB HOSE BIB LINO UNLESS NOTED OTHERWISE
HC HOLLOW
MECHANICAL AND ELECTRICAL DRAWINGS. 31. ALL SMREQUIRE SEPERA7E PIMI AND APPROVALS. HC HANDICAP ORE VCT VINYL COMPOSITION TILE 4-0 LA ZANJA
VERT VERTICAL 31495 EL CAMINO REAL
HDR HEADER VLT VAULTED
13. FRAMING CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE FRAMED SIMILAR TO THE 31 ALL EQUPWff SHALL BE LISTED BY A NA710NALLY RECOMM 701IN0 LABRMIM HDW HARDWARE W WEST, WIDTH, WIDE SAN JUAN CAPISTRANO, CALIFORNIA
DETAILS SHOWN FOR THE RESPECTIVE MATERIALS. HM HOLLOW METAL W/ WITH DRAWN: CW JOB NO.: X
HORIZ HORIZONTAL COPYADS IGH AN AMESI�R PROIM PERTY
ElPRESAY AEFAlES ITS CANON UW
COPMIOHT AND OTHER PROPERTY RIGHTS IN
HR HOUR W WITHOUT CJ THESE PUNS. HESE PLANS ARE NOT To BE
WC WATER CLOSET _j = CHECKED: RN SCALE: AS NOTED REPRODUCED, C"""°E°, 0R COPIED IN ANY
O U FORM OR MANNER WATSOEVER, NOR ARE THEY
14. PROVIDE OPENINGS AND SUPPORTS FOR MECHANICAL EQUIPMENT, DUCT, PIPING, VENTS, HRDWD HARDWOOD 0 RE ASSIGNED TO A THIRD PARTY WTHO°T
SAN JUAN C PISTRANO LIBRARY RE MODEL
HT HEIGHT WD WOOD = FIRST 09 TAININ°,HE WRITTEN PERMISSION AND
ETC. AS REQUIRED. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ADDITIONAL ~ CONSENT OF JAMES °°°OMA.
WI WROUGHT IRON Q = DATE: 4 1 13
HVAC HEATING/VENTILATING WP WATER PROOFING) C) C)
OPENINGS AND EQUIPMENT NOT SHOWN ON STRUCTURAL DRAWINGS. ALL SUSPENDED EQUIPMENT AIR CONDITIONING WR WATER RESISTANT TITLE SHEET T -
TO BE PROVIDED WITH APPROVED LATERAL BRACING. ID INSIDE DIAMETER WWM WELDED WIRE MESH
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2O EXISTING EXTERIOR PLASTER TO BE REMOVED
AND REPLACED. FINISH TO MATCH EXISTING
5D 2D
A-7 A-7 O3 EXISTING METAL TRELLIS / TRANSFORMER SCREEN, TO REMAIN
O4 EXISTING GLASS BLOCK WINDOW TO REMAIN
5O EXISTING EXTERIOR PLASTER TOWER TO REMAIN
0 EXISTING MISSION TILE ROOF BEYOND
6 O7 EXISTING WOOD TRELLIS
O8 EXISTING EXTERIOR PLASTER COLUMNS
9O EXISTING GRADE
. 10 REMOVE EXISTING RETAINING WALL / WATERPROOFING AS
REQUIRED FOR NEW ENTRY. ADD EXTERIOR PLASTER
5 12 T
1 1 11 NEW WOOD DOOR &TEMP. GLASS SIDE LITES
TOP OF PARAPET 1 12 NEW COPPER AWNING — MATCH EXISTING OVER SIGN
-- — —"— — - — — — — — — — — — — — — —— — — —— -- — —————,——————— — — — — —— --
13 NEW GLASS BLOCK WINDOW —MATCH EXISTING
LA tALA 7 14 NEW PAINT LINE — MATCH EXISTING
15 REMOVE EXISTING WATERPROOFING AS REQUIRED FOR
L _ J El El 8 NEW EXTERIOR PLASTER — MATCH EXISTING
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Member American Institute of Architects
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2 13 9 17 PROJECT NAME: FREINDS OF THE LIBRARY
BOOKSTORE RELOCATION
31495 EL CAMINO REAL
SAN JUAN CAP ISTRANO, CALIFORNIA
DRAWN: CW JOB NO.: X EMa `Y RES ° IS GUM AAWS WO LAW """ "h°`
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BTO BE ASSIGNED TO A THIRD PARTY M OUT
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O1 EXISTING ROOF STRUCTURE
/2D
O EXISTING WOOD STUD WALL
A-7
A-7
O EXISTING CONCRETE FLOOR SLAB
O EXISTING CONCRETE BLOCK RETAINING WALL
O EXISTING CONCRETE WALK
O EXISTING EXTERIOR PLASTER
A
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O7 EXISTING CONCRETE FOOTING
8O NEW MTL. COPING TO MATCH EXISTING
8
10
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9O NEW BUILT—UP ROOFING OVER SOLID PLYWD. SHTG.
1 p NEW ROOF JOISTS — SEE STRUCTURAL DRWGS.
6
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11 SUSPENDED ACOUSTIC TILE CEILING — SEE REFLECTED CEILING PLAN
12 CURB MOUNTED SKYLIGHT — SEE ROOF PLAN
16
13 MECHANICAL EQUIPMENT — MECHANICAL CONTRACTOR TO PROVIDE
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DESIGN & BUILD PROPOSAL AND WILL BE RESPONSIBLE FOR OBTAINING
0
2
BEYOND 17 11
18 15
15
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15 NEW R-30 FIBERGLASS INSULATION
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22 NEW CONCRETE WALK
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25 NEW COPPER AWNING CANOPY — MATCH EXISTING
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CROSS SECTION SCALE: 1/4u = 1'-0" 5B
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232 Avenida Fabricante Suite 112
San Clemente California 92672
949.493.0740 Voice
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Member American Institute of Architects
An Architectural Corporation
PROJECT NAME: FREINDS OF THE LIBRARY
BOOKSTORE RELOCATION
31495 EL CAMINO REAL
SAN JUAN CAPISTRANO, CALIFORNIA
DRAWN: CW
JOB NO.: X JMBS AWA~ DBA,TS O) CWMOMON LAW M° "
EMPId55LY AE4R\f5175 UW
COPYRIGHT AND OTHER PROPERTY RIGHTS IN
CHECKED: RN
THESE PLANS. THESE PLANS ARE NOT TO BE
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SCALE: AS NOTED FORMOORCMANNER WATSOEVERPIED NORNAREYTHEY
TO BE ASSIGNED TO A THIRD PARTY NITHOUT
DATE: 4/1/13
FIRST OBTAINING THE WRITTEN PERMISSION AND
CONSENT OF JAMES GOODMA.
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20 FEET FROM FURNACE),
O6 CERAMIC TILE OVER W.R. GYP. BIRD. -SEE ELEVATIONS FOR HGT.
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4. A PERMANENT ELECTRIC OUTLET AND LIGHTING FIXTURE
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11 WALL HUNG SINK - AM. STANDARD
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17 TYP. EACH RESTROOM : PROVIDE TACTILE SIGNAGE WITH WORD
EDGE
I
MEN / WOMEN SYMBOL OF ACCESSIBILITY & CHARACTER, RAISED
LETTERS & BRAILLE, MOUNTED 60" ABOVE FIN. FLR. - SEE ADA NOTES
0 0
LAMINATED PLASTIC COUNTER TOP & 4" SPLASH 2'-10" HIGH MAX.
W
3D
° °
A_g
19 STAINLESS STEEL SINK W/ LEVER TYPE FAUCET & GARBAGE DISPOSAL
1 V'
>=
SEE PLUMBING PLANS
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° °
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20 LAMINATED PLASTIC CABINETS
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R E S T
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SCALE: 3/8" = 1'-0" 5C
NO REVISIONS/SUBMISSIONS DATE
1 FIRST AGENCY SUBMITTAL
2
13
2M-011
6
6
2'-0'
Jaynes Goodman
5
Architecture
232 Avenida Fabricante Suite 112
/
San Clemente California 92672
_—_ _—_—
949.493.0740 Voice
information@jgaic.com
i__________________________________1
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Member American Institute of Architects
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PROJECT NAME: FREINDS OF THE LIBRARY
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BOOKSTORE RELOCATION
N
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Ilk9
<7/
10
17" MIN. 4 7
31495 EL CAMINO REAL
SAN JUAN CAPISTRANO, CALIFORNIA
JAMES G IAM DBA JAMES IiJODMAR ARCHITECT
I
BRUSHED S.S..
19" MAX.
DRAWN: CW
JOB NO.: X RESERVES H5 C MMUNHER AN
PIPE RADIUS PT.
KNBE BRACES
1'-6"
1 -6"
4'-0" MIN. CLR. TO WALL
COPYRIGHT
TAN
COPYRIGHT AND OTHER ANS RT RIGHTS IN
PR
THESE PLANS. THESE PLANS ARE NOT BE
AS NEEDED.
CHECKED: RN
ANY
SCALE: AS NOTED FORM RE OOROMANNER "VMATSOEVERGED, OR PI NOR ED "ARE THEY
TO BE ASSIGNED TO A THIRD PARTY WITHOUT
DATE.
MIN.
FIRST OBTAINING THE WRITTEN PERMISSION AND
CONSENT OF JAMES GOODMA.
RESTROOM ELEV SCALE:
3/8" = 1'-0" 3D
RESTROOM
ELEV,
SCALE: 3/8" = 1'-0" 4D
RESTROOM
ELEV, SCALE: 3/8" = 1'-0" 5D
RESTROOM PLN. & INTERIORSA-8
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10
IL V _T
GLASS GLASS
2'-0"
LATICRETE 9235 WATERPROOF MEMBRANE (l .)
SOUND INSULATION
5/8"" GYP. BOARD
1
ROOF DRAIN w/STRAINER
LATICRETE 4237 LATEX THIN BED MORTAR (2.)
/
•
°
BATT INSULATION
EXTERIOR PLASTER
1 '
:' ;
I SEE PLUMB, PLAN , LEAD SLEEVE
FOR SIZE 8 SPEC,
GROUT WITH LATICRETE 3701 ADMIX (3.)
-
\. '. 1/2" PLYWOOD SHEATHING
SEALANT BOTH SIDES
1
BUILT-UP ROOF FLASHING
COMPOUND
WALL FINISH
°^
CERAMIC TILE, PAVERS, BRICK, OR STONE
t
SEE SCHEDULE
EXTERIOR CEMENT PLASTER
FINISH FLOOR
OVER 15# FELT
1-,:'. b
I
°'
FINISH SLAB ;
MOIST -STOP FLASHING
APRON FLASHING HEAD FLASHING WINDOW FLASHING
SEALANT BOTH SIDES
,
A
\
24 GA, GALV. S.M.
DRIP FLASH'G 01 HEAD
z SEE PLUMB.
= FOR SIZE & SPEC.
'o
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yr
A 1/4"
DOOR FRAME
1 2x8 BLOCKING
4 • 4 • 4' ' •
E^�
�'--- W/2x4 ALL AROU
'
•
RECEIVER
� PLASTER STOP
EQUAL EQUAL OPENING
®
1/4" WIRE GLASS IN
°
2'-5" SQ. DRAIN WELL
NOTES:
F ION
METAL FRAME
U LATICRETE 9235 WATERPROOF MEMBRANE, TWO PLYS ARE RECOMMENDED FOR
INSERT FLASHING
SEALANT
EXTERIOR DECKS OVER OCCUPIED SPACE
DOOR -SEE SCHEDULE
2.) 1:1 PORTLAND CEMENT/FINE SAND GAUGED WITH LATICRETE 4237 ADDITIVE
4 1/2" X 2" HOLLOW
3.) LATICRETE FLOOR GROUT & JOINT FILLER GAUGED WITH LATICRETE 3701 ADMIX
COM CT ° °"
METAL DOOR FRAME
4.) REFER TO SPECIFICATION DATA SHEET NOS, 230.6 AND 236.0 FOR COMPLETE DETAILS
COMMERICAL INSTALATION WITH WATERPROOFING
DOOR
ROOF DRAIN
09000-02
08501-02
08202-02
08101-02
SCALE; 1" = 1`-0"
FLOOR TILE - INT, OR EXT.
11/2" = 1'-0"
]A
2A
INTERIOR WINDOW HEAD
3" = 1'-0"
3A
DOOR JAMB
3" = 1'-0"
,4A
DOOR - HEAD/JAMB
5A
3" = 1'-0"
6'A
SUSPENDED ACOUSTICAL CEILING NOTES:
AS REQUIRED BY THE STATE ARCHITECT
3 5/8"AGG METAL STUDS
STAGGARED AT 48" O.C.
r PEcE LEAD LEAD FLASHY
GROUT WITH LATICRETE 3701 ADMIX (2.)
1. HANGER WIRES SHALL BE #12 GA FOR 4'-0"X 4'-0" SPACING,
TO STRUCTURE ABOVE
FLASHING
LATAPDXY EPDXY THIN BED MORTAR (3.)
2. HANGER WIRES SHALL BE PROVIDED FOR ALL MAIN RUNNERS AND CROSS RUNNERS WITHIN
SOUND INSULATION
TOP VENT
CERAMIC TILE, THIN BRICK,
OR STONE
8" OF CEILING PERIMETERS OF 1/4 LENGTH OF END.
3. HANGER WIRES THAT ARE MORE THAN 1 IN 6 OUT OF PLUMB SHALL HAVE COUNTER-
BRACED WIRES.
.
;�
o
METAL ANGLE TRIM
CLOSURE & JOINT COMPOUND
DRAW
1 OR 2 PIECE
BAND LEAD FLASKG
FINISH FLOOR
4• CEILING GRID MAY BE ATTACHED TO 2 ADJACENT WALLS; THE CEILING SHALL BE AT
-•
WALL FINISH -
WALL BLDG. PAPER -LAP
OVER CORNER BEAD LEG
# 12 GA. VERTICAL WIRE
R��G
1 1/2" GYPCRETE 2000 }�
LEAST 1/2 INCH FREE OF OTHER WALLS,
,::
SEE SCHEDULE
& SOFFIT BLDG. PAPER
CAP SHEATH'G
5. CROSS RUNNERS OVER 12" LONG AND ALL MAIN RUNNERS NOT CONNECTED TO WALLS
HORIZONTAL STRUTS
SHALL BE INTERCONNECTED NEAR THE FREE END WITH A METAL STRUT SECURELY
TYPICAL, CONTINUOUS
ATTACHED TO PREVENT SPREADING.
EXT. PLASTER
m
. r.•:::,'...:••:: „•: ,G. .; t ,..,; •••...• :.;: •:.::.:;• 'e;.•••; .:r. ,,: '-•''i'•
6. A SET OF 4 SPLAY WIRES SHALL BE PROVIDED FOR EACH 144 S.F. FOR SCHOOLS
SEALANT BOTH SIDES
UNLESS OTHER SPECIALLY DESIGNED AND DETAILED BRACING IS PROVIDED. FIRST
;.• :. : : -''. '' `.' •
SET OF SPLAY WIRES SHALL BE 6'-0" FROM ANY WALL. WIRE SHALL BE TAUT
WITHOUT CAUSING CEILING TO LIFT.
'• ' WALL
MAIN RUNNER OR CROSS TEE
I-
7. FASTEN HANGER WIRES WITH NOT LESS THAN 3 TIGHT TURNS, FASTEN SPLAY WIRES
NOTE;
WITH 4 TIGHT TURNS. MAKE ALL TIGHT TURNS WITHIN A DISTANCE OF 1 1/2 INCHES,
1/8" POP RIVET AT ALL
HANGER OR BRACING WIRE ANCHORS TO THE STRUCTURE SHALL BE INSTALLED IN SUCH
"
MEMBERS ONE WALL
A MANNER THAT THE DIRECTION OF THE WIRE ALIGNS AS CLOSELY AS POSSIBLE WITH
THE DIRECTION OF THE FORCE ACTING ON THE WIRE.
-•� �-
8. SEPARATE ALL CEILING HANGING AND BRACING WIRES AT LEAST 6 INCHES FROM ALL
1/4" WIRE GLASS IN
• BEGIN SOFFIT BLDG. PAPER
8" UP WALL BEHIND WALL BLDG.
ACOUSTICAL BOARD
NOTES:
UNBRACED DUCTS, PIPES, CONDUIT, ETC. IT IS ACCEPTABLE TO ATTACH LIGHTWEIGHT
METAL FRAME
PAPER & CORNER BEAD LEG
WALL ANGLE
HIGH PIPE PROFILE LOW PIPE PROFILE
ITEMS, SUCH AS SINGLE ELECTRICAL CONDUIT NOT EXCEEDING 3/4" NOMINAL DIAMETER
TO HANGER WIRES USING CONNECTORS ACCEPTABLE TO OSA/SSS.
3 5/8" METAL STUDS AT
DATA SHEET NO. 152 FOR WOOD FLOOR CONSTRUCTION REQUIREMENTS
24" O.C.
2) LATICRETE FLOOR GROUT & JOINT FILLER GAUGED WITH LATICRETE 3701 ADMIX
9. ALL LIGHT FIXTURES SHALL BE ATTACHED TO THE CEILING GRID TO RESIST A
HORIZONTAL FORCE EQUAL TO THE WEIGHT OF THE FIXTURES.
METAL CORNER BEAD
(KEENE 1-X OR EQ.)
5/8" GYP, BD EACH
'5'
3.) LATAPDXY 210 EPDXY THIN BED MORTAR
SOFFIT
SIDE SET VERT W/ TYPE
10. ALL FIXTURES AND AIR TERMINALS OR SERVICES IN INTERMEDIATE DUTY GRID SHALL
SCREWS
4,) REFER TO SPECIFICATION DATA SHEET NO. 630.1 FOR COMPLETE DETAILS
BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN 4 TAUT *12 GA WIRES CAPABLE OF
SUPPORTING 4 TIMES THE LOAD,
11. SURFACE MOUNTED LIGHT FIXTURES SHALL BE SUPPORTED BY A MINIMUM OF TWO
CERAMIC TILE OVER PLYWOOD
POSITIVE CLAMPING DEVICES MADE OF *14 GA MINIMUM STEEL WHICH SURROUND THE
CEILING RUNNER AND SHALL BE SUPPORTED TO THE STRUCTURE ABOVE WITH A #12 GA
13000-03
09000-16
WIRE. ROTATIONAL SPRING CLIPS ARE NOT ACCEPTABLE.
08502-01
06121-12
HANGER WIRE -
FLOOR -INTERIOR 3" = 1'-0' 1g
INTERIOR WINDOW JAMB
3" = 1'-0"
36
CORNER BEAD
1" = 1'-0'
,46
TYPICAL PARTITION
5B
EXT, PLASTER 6
N E SEE NOTES 1 & 7
45•
45' � CROSS RUNNER
S
�'
EXTERIOR CEMENT
2X4 PARAPET FRAMING
OSB
PLASTER OVER META
LATH AND 15# FELT
/ 12 GA SPLAY WIRE
METAL STUDS AT 45° A EVERY
BLK'G
L
2x P•T•D.F. SOLE PLAT
W BRACING IN PLANE
OTHER ONE IN OPPOSITE
FRY SPRINGLOK OR EQUAL c
.
'
SET IN MASTIC BASE,
YP OF EACH RUNNER
WALL FINISH -
DOOR
DIRECTION AT 4'-0" O.C.
MODEL `ST' E
-I_
VERTICAL ANGLE = 45°
SEE SCHEDULE
-
26 GAUGE GALV.
45• / 45' REFER TO NOTES 6 & 7,
DOOR SHOE -
NOTE; ALL STUDS & CHANNELS
METAL WEEP SCREED
SMOKE PROOF
SHALL BE 20-25 GA. ICBO
2X4 @ 32" OC
l #14471 OR APPROVED EQUAL
I. ' '' `• -'-
CONCRETE ' �: '14-.,'.'.- .y .'
CURB b ?; I: '•I • :. % . ` :. d
`'�''
.-.`
CONT. SEALER REFE
TO SPECS
NON-COMPRESSIBLE
/
/ MAIN RUNNER
SEALANT BOTH SIDES
THRESHOLD SET
IN SEALANT -
HANDICAP
1
I FASTEN TOP RACK
5/8" OSB
/
:1: 1 ;
:•
FILLER, REFER TO SPE
/ NOTE;
S ?'
'v N APPROVED
5/8` TYPE )('GYP. BD. �° BOTT.
_
• •
'•• � :: I �� • -
�:
BRACING WIRES &VERT•
- -
� a > �
OF CLG. JOIST WHERE CORK.
N
.••, , : 5 ur
•
?'
FIN, FLOOR
'
CONC, SLAB
•�q STRUTS OCCUR AT 12'-0"
E
R OCCURS. INCLUDES LID o/ LT.S
MAX. IN EA. DIRECTION.
,: :..
BUILT-UP ROOFING
N
FIN, SLAB
:.
I ..�. '.... '
3 5/8' METAL STUDS AT
; -:
O.C. WITH 5/8" GYPSUM
• � { f
CONIC. STOOP16"
•: • • III V,
SEE PLAN
BOARD EACH SIDE
FRAME
..
RA.DOOR -13 BATT INSULATION AT
..: P' ':•. �. .•V•., •':'y.'., I'l• , •,•P •.
... '.. •:. I': I': a - :....
"
P.: •A" : ,• '►:' •-.V..' ;v.•• -': ;'.P--.
.:• .�: ; '.. •° :.: _�'.. • ;• ?� : •:.; .t .
JOIST OR RAFTER
.,
REFER TO STRUCT• DWGS
DOOR GASKET
CONC, SLAB &
.P.: '• -:�: '.. .- :r,: ..•P '•^ P
:e .. a': .: '.e. ...° • - " :' FOOTING DETAIL
/ EXT, OR COMMON TENANT
V WALLS BETWEEN CONDITIONED
AND UNCONDITIONED SPACES
SEE STRUCTURAL
:• .I
�: ":: '..• •
',
1/2" EMT -CRIMP ENDS
TRUSS WALL
P: •...: •v. •..: ;..' •I :
;.:,::I `•li.::: :.:v....`_
AND SCREW TO FRAMING
a • .-•,::'. ' :'.. .. , '• .o
TEK SCREW #10 x 1'
FRAMING
:..
•: ;:`: • ' '.''• . :.•.. .. A'.°_
-
-
ABOVE AND T -BAR AT
12 O O C, 6 0 FROM EA
DOOR -SEE SCHEDULE
:. . J ;... ¢ : •:: °::' :
3 5/8" METAL FLR. CHANNEL
2,-2..
NOTE: MAX VOLUME OF
P' .. • :' >.: ' -. •>',.' ; 1' :.: ':. �".
•" :: ::. °,-i •:I.. ,"•
:: •' :I ..J : '. "
;:P...ti',.':;
-
I
-IIII
EACH SIDE WALL. COMPLY
WITH STD 47-18 47.1812(C)•
,, :..` .; ° .:.: • o' '• -' • P ; :: : v
SHOT TO FLOOR AT 36" O.C.
BASE, REFER TO FINISH SCHED.
FINISH FLOOR
VOID AREA = 160 CU FT
-
(ACTUAL - 154 CU FT)
• '• ''' '• •` �'
I-
SUB -FLOOR
06121-13 °. •,
08101-04
08740 -
SLAB EDGE AT SIDEWALK
3C
ARAPET BRACING
1 1/2" = 1'-0"
1 C
T -BAR
INTERIOR DOOR HEAD
NO SCALE
1" = 1'-0"
.4 C
1TF`I'Fi� 130 L D
Br�2r�r-C"
5 C
SCALE 1" = 1"-0"
1 1/2" = 1'-0" 6
EXTERIOR CEMENT
SHEET METAL COPING
NU KLVItflUINI�:)/Z�)UbMlt�tfl`UlNt� UA IL
VERTICAL STRUT
1 FIRST AGENCY SUBMITTAL
PLASTER OVER METAL
W/ CLEATS, SLOPE TO ROOF SIDE
2
(#8 ACCESSIBLE CEILING)
LATH FASTENED WITH
SELF -FURRING NAILS (NO
CERAMIC TILE, THIN BRICK, GRANITE OR STONE
RIGID FOAM FILLER
/ PROVIDE SETS OF (4) 12 GA.
STAPLES) OVER 60 MIN,
SPLAYED BRACING WIRES 90
: BUILDING PAPER
t,
/ NOT MORE THAN 12' BY 12'
12 GA HANGER WIRES
(2 LAYERS 60 MIN.
PAPER @ SHEARWALLS)
LATICRETE 4237 LATEX THIN BED MORTAR (2.)
/ ON CENTER
/
REFER TO NOTE 1 & 7.
8" MAX e• Max
PLYWOOD WHERE OCCURS
GROUT WITH LATICRETE 3701 ADMIX (1•)
_
�Y _
'
0
�±
Jaynes Good tan
(1.12 LB/FT MIN.)
BATT INSULATION
:.'
CONT. HORIZ. STRUT
0, C g e C �U I, e
U
REFER TO NOTE 5
CONIC. SLAB
:, :1 LATICRETE 9235 WATERPROOF MEMBRANE (3.)
TURN ROOF
7/8" X 26 GA. FURRING
CHANNELS 0 12" O.C. -
1/2" CLEAR
2X4 OVER 2X8 MAT L UP
O Nunn; Design rc It2Ct
y 9
SADDLE TIE FURRING TO
• •` 2x P.T.D,F, SOLE PLATE
WALL
RUNNER W/ ONE STRAND
26 GAUGE GALV•
CEMENT BOARD
232 Avenida Fabricante Suite 112
-
OF 16 GA. WIRE
METAL WEEP SCREED
3"X3" CANT
San Clemente California 92672
949.493.0740 Voice
STEEL OR WOOD STUD
STRIP
info (it
Member American Institute of Architects
ACOUSTICAL 4 WALL MOLD'G
I I
An Architectural Corporation
TILE UNIT W/ WD. SCREWS TO
WD. BLK'G, OR EXPAN
BASE
N
NOTES;
0 U LATICRETE GROUT GAUGED WITH LATICRETE 3701 ADMIX
POP RIVETS
I
PROJECT NAME:
FRONDS OF THE LIBRARY
5/8" TYPE 'X' GYPSUM
REFER TO NOTE 4 SHIELD TO C.M.U.
I I FINISH SLAB
2.) 1.1 PORTLAND CEMENT/FINE SAND GAUGED WITH LATICRETE 4237
BOARD CEILING
FIN. WALL
I I
' ADDITIVE
BOOKSTORE RELOCATION
�p
3•) LATICRETE 9235 WALL AND PANEL WATERPROOF MEMBRANE
OSB
PROVIDE WALL ANGLE AT
I I
4,) REFER TO SPECIFICATION DATA SHEET NOS, 230.41, 237.0, AND
31495 EL CAMINO REAL
PARALLEL WALL CONDITION
�)' ryl'
258.7 FOR COMPLETE DETAILS
#10 RHWS 0 24" O.C.
NOTE WALL CONDITION
5.) WATERPROOF MEMBRANE RECOMMENDED FOR CONSTANT WET
ROOF TRUSS
SAN JUAN CAPISTRANO, CALIFORNIA
I I
AREAS SUCH AS GANG SHOWERS. MAY BE DELETED IN DRY AREAS
, =MM BBA JM,a=NAN,wo]I
HT AN ITS PAW
DRAWN: CW JOB NO.: X COPYRIGHT
GRA AND OTHER PROPERTY RIGHTS IN
R
CEILINGS TO COMPLY WITH UBC TABLES 25-A AND 16-0.
FINISH GRADE
• �- •,
)HESE PLANS. )HESE PLANS ARE NOT i0 BE
TT! SE
II�IIIIIII 1111111 I�IIII, „IIII=_„IIII IIII„I
WET AREAS - BATHROOMS OR SHOWERS
CHECKED: RN SCALE: AS NOTED FORM OR°MANNER"WHAT OR COPIED NOR"AREYTHEY
0 BE ASSIGNED TO A THIRD PARTY W1THOl1T
o1oD17
06121-02
09000-08
IRST OBTAINING THE WRITTEN PERMISSION AND
DATE: 4/1/13 ONSENT OF JAMES GO°DMA.
2D
3D
PARAPET
INTERIOR DETAILS A-9
SUSPENDED
GYP, BD, CEILING 3" = 1'-0" 1D
SUSPENDED ACOUSTIC CEILING 3" =1'-0"
PLASTER SCREED 3" =1'-0"
INTERIOR WALL 11/2" = r -o` 4D
SCALE r' = r-0' 5D
7
I]
■
C
TYPICAL SHEAR WALL SCHEDULE (WSP) ANCHOR BOLTS
(WOOD STRUCTURAL PANELS)
NAILING (SPN)
WALL
OR INT. WALL
GRADE: STRUCTURAL I
19/32"
3/4"
1-1 /8"
1-1 /2"
7/1 G"(OR 1 5/32")w/8d @ G" (2)
1 Gd @ 8"
42"
48"
SWI
ONE SIDE OF WALL
LTP4(5) @ 24"
3-1/2"
I Od
0. 148"
7/1 G"(OR 15/32")w/8d @ 4" (2)(3)
1 Gd @ G"
20"(4)
32"(4)
W2
ONE SIDE OF WALL
LTP4(5) @ 18"
0.13 1"
2-1/8"
2-1/8"
7/1 G"(OR 1 5/32"Wi5d @ 3"(2)(3)
1 Gd @ 4"
20"(4)
24"(4)
SW3
ONE SIDE OF WALL
LTP4(5) @ 14"
15/3 2 1' w/ I Od @ 3"(3)
1 Gd @ 4"
1 G"
20"
SW4
ONE SIDE OF WALL
LTP4(5) @ 10"
15/32" w/ I Od @ 2"(3)
1 Gd @ 3"
1211
1 G"
SW5
ONE SIDE OF WALL
LTP4(5) @ 8"
7/1 G"(OR 15/32")w/8d @ 3"(2)
(2)- I Gd @ 4"
10"
1 2"
WG
BOTH SIDES OF WALL(1 ):
(2)-LTP4(5) @ 14"
15/3 2 1' w/ I Od @ 3"(3)
(2)-1 Gd @ 4"
8"
10
SW
BOTH SIDES OF WALL(I ):
(2)-LTP4(5) @ 10"
15/32" w/ I Od @ 2"(3)
(2)-1 Gd @ 3"
G"
8"
SW8
BOTH SIDES OF WALL(I ):
(2)-LTP4(5) @ 8"
SEE FOUNDATION AND FRAMING PLANS) FOR EXTENT OF SHEAR WALL TYPES.
MIN. EDGE DISTANCE FOR ANCHOR BOLTS IN 3-1/2" EXT. WALLS IS 1-3/4".
MIN. EDGE DISTANCE FOR ANCHOR BOLTS IN 5-1/2" EXT. WALLS IS 2-3/4".
SHEAR WALL NOTES:
I . WHERE SHEATHING IS APPLIED TO BOTH SIDES OF A WALL AND NAIL SPACING IS LESS THAN
G", OFFSET PANEL JOINTS.
2. IF STUD SPACING IS GREATER THAN I G", EITHER USE 15/32" WSP OR APPLY PANELS WITH
LONG DIMENSION PERP. TO STUDS.
3. USE 3X STUDS AT ABUTTING PANEL EDGES AND 3X FOUNDATION SILL PLATE. STAGGER
NAILING. SEE "ALT. SW PANEL JOINT" DETAIL FOR (2)-2X ALTERNATE TO 3X REQUIREMENT AT
PANEL EDGES.
4. FOUNDATION SILL PLATE MAY BE 2X IF ANCHOR BOLT SPACING IS REDUCED IN HALF.
5. WHERE SPECIFIC DETAIL ALLOWS/REQUIRES SIMPSON LTP4, INSTALL AT LEAST ONE LTP4 IN
EACH BLOCK WHERE INSTALLED PERPENDICULAR TO FRAMING.
G. FIELD NAILING IN ALL CASES IS 12".
7. NO PENETRATIONS IN SHEAR WALLS GREATER THAN I G SQ. IN. PER 100 SQ. FT. IS
PERMITTED WITHOUT WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD.
ANCHORBOLTS:
8. ALL ANCHOR BOLTS SHALL HAVE 3" SQ. X 1/4" THICK PLATE WASHERS.
EQUIV. MALLEABLE WASHERS (i.e., McMASTEK-CARR #91 1 53AO35 FOR 5/8"0) ARE
ARE ACCEPTABLE SUBJECT TO REVIEW BY REQUEST.
9. IN ADDITION TO THE ANCHOR BOLT SPACING SHOWN IN THE SHEAR WALL TABLE, THE
FOLLOWING LIMITS ARE APPLICABLE:
THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT NOT MORE THAN
12 INCHES OR LESS THAN 7 BOLT DIA. (4-3/8" FOR 5/8"0) FROM EACH END OF THE PIECE.
10. ALL SHEAR WALL ANCHOR BOLTS AND HOLD DOWN HARD WARE MUST BE SECURED
IN PLACE PRIOR TO FOUNDATION INSPECTION.
ROOF DIAPHRAGM:
ROOF SHEATHING SHALL BE 15/32" WSP CDX w/ 8d @
G" (BN) - G" (EN) - 12" (FN), UNBLOCKED, PII 24/0
TOP PLATE SPLICE: USE (8) 1 Gd @ EACH END OF SPLICE
EXCEPT WHERE SPECIFICALLY DETAILED
ON THESE PLANS (SEE STRUCTURAL NOTES)
WSP = WOOD STRUCTURAL PANELS
SEE PLANS FOR SIZE
AND SPACING OF JOISTS
BOUNDARY NAILING (B.N.)
@ BOUNDARIES * CONTINUOUS
PANEL JOINTS
FIELD NAILING T.N.)
BLOCKING WHERE SPECIFIED
IN STRUCTURAL NOTES
OR FRAMING PLANS)
WSB SHEATHING PER
FRAMING PLANS
JOINTS, TYPICAL
WOOD STRUCTURAL PANEL SHEATHING LAYOUT
SCALE: NOT TO SCALE
5IMPSON CS
COIL STRAP PER
FRAMING PLANS
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/ TOP OF CONCRETE
I
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51MP50N PHD HOLDOWN
AND SSTB ANCHOR PER
FOUNDATION PLAN
NOTE TO FRAMER:
THIS STRUCTURE IS LOCATED IN A VERY HIGH SEISMIC
REGION. THE OCCUPANTS ARE RELYING ON YOUR
CRAFTSMANSHIP TO HELP ENSURE THEIR SAFETY.
THE MOST IMPORTANT THING YOU CAN DO TO ENSURE
THEIR SAFETY IS TO FOLLOW THE PLANS AND CALL THE
STRUCTURAL ENGINEER IF THERE IS SOMETHING YOU DON'T
UNDERSTAND OR THERE IS A CONDITION WHICH CANNOT BE
ACHIEVED AS DRAWN AND/OR DETAILED.
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EDGE NAILING PER
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TYPICAL SHEAR WALL FRAMINIG
SEE SHEAR
WALL SCHEDULE
SHEAR WALL ID WHERE
A=GRID LINE
B=LEVEL
C=PANEL NUMBER
PHYSICAL LENGTH
OF SHEAR WALL (1)
I Gd COM AT TWICE THE
SPACING AS SHEAR
WALL EDGE NAILING
WHEN DOUBLE STUDS
ARE USED AS POST
SIMPSON CMST
COIL STRAP PER
FRAMING PLANS
EDGE NAILING (E.N.)
1/8" EDGE DISTANCE
ALL JOINTS
LONG DIMENSION
OF PANEL TO RUN
PERPENDICULAR
TO JOISTS
3/8" MINIMUM
EDGE DISTANCE
@ ALL NAILING
MINIMUM SHEATHING
TO BE 2'-0" x 4'-0"
SHEAR PANEL PER
FRAMING PLANS AND
SHEAR WALL SCHEDULE
SOLE PLATE NAILING (SPN)
PER SHEAR WALL SCHEDULE
51MP50N LTP4 PER
IIII SHEAR WALL SCHEDULE
AND SPECIFIC DETAILS
POST PER
FRAMING PLAN
51MP50N HD
HOLD DOWN PER
FOUNDATION PLAN
NOTES:
(1). PHYSICAL LENGTH OF SHEAR WALL MUST BE EQUAL TO OR
GREATER THAN DESIGN LENGTH. NOTIFY STRUCTURAL
ENGINEER OF ANY DISCREPANCIES.
(2)• PROVIDE BLOCKING AT PANEL JOINTS.
3X BLOCKING MAY BE REQUIRED DEPENDING ON SHEAR
WALL SPECIFICATION. SEE SHEAR WALL SCHEDULE FOR
REQUIREMENTS.
STAGGER NAILS ON OPPOSITE SIDE OF PANELS.
PROVIDEyB" GAP BETWEEN SHEAR PANELS.
DRIVE BOTTOM OF NAIL HEAD FLUSH WITH SHEAR PANEL.
DO NOT -OVER DRIVE NAILS!
(3), TRIMMER AT HEADER MAY BE USED AS END OF SHEAR WALL
AND HOLD DOWN POST PROVIDING END LENGTH OF STRAP
ABOVE, WHERE OCCURS, IS EXTENDED TO BELOW THE
BOTTOM OF THE HEADER AS SHOWN.
I,
ROUGH CARPENTRY
A. LUMBER GRADES
ALL SOLID FRAMING LUMBER SHALL BE GRADE MARKED AND CONFORMING TO THE
STANDARD GRADING AND DRESSING RULES OF THE WEST COAST LUMBER INSPECTION
BUREAU. MAXIMUM MOISTURE CONTENT TO BE 19%.
1. REPETITIVE USE MEMBERS (@24" O.C. OR LESS):
STUDS AND PLATES DOUGLAS FIR -LARCH CONST.
li. JOISTS AND RAFTERS:
2X45 TO 4X45 DOUGLAS FIR -LARCH #2
2XG'5 TO 2X 105 DOUGLAS FIR -LARCH #2
2X 125 TO 2X 145 DOUGLAS FIR -LARCH #I
2. SINGLE USE MEMBERS:
I. BEAMS:
4X5 DOUGLAS FIR -LARCH #I
GX5 AND 8X5 DOUGLAS FIR -LARCH #I
I. POSTS AND MULLIONS
4X4 TO 4X 10 DOUGLAS FIR -LARCH #I
4X 12 AND WIDER DOUGLAS FIR -LARCH #I
GXG AND LARGER DOUGLAS FIR -LARCH #I
3. ALL WOOD WITHIN 8" OF CONCRETE OR WITHIN 18 INCHES OF FINISH GRADE SHALL
BE PRESSURE TREATED DOUGLAS FIR (DENOTED AS PTDF ON PLANS) OR SILL GRADE
REDWOOD.
B. NOTCHES AND HOLES IN STUDS
STUDS IN EXTERIOR WALLS AND BEARING PARTITIONS MAY BE CUT OR NOTCHED NO
MORE THAN ONE-FOURTH ITS WIDTH; AND STUDS FOR NON-BEARING WALLS NO MORE
THAN FOUR -TENTHS ITS WIDTH. BORED HOLES SHALL BE LIMITED TO 40% WIDTH IN ITS
WIDTH. BORED HOLES SHALL BE LIMITED TO 40% WIDTH IN ANY STUD, LOCATED AT
LEAST 5/8" FROM EDGE OF STUDS.
C. PLYWOOD
I . ALL PLYWOOD SHALL CONFORM WITH U.S. PRODUCT STANDARD 1-95 AND BE
IDENTIFIED WITH THE APPROPRIATE TRADEMARK OF THE AMERICAN PLYWOOD
ASSOCIATION.
2. PANELS WHICH MAY HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE
WEATHER OR TO MOISTURE SHALL BE CLASSIFIED AS EXTERIOR. PLYWOOD ROOF
PANELS SHALL BE BONDED WITH INTERMEDIATE OR EXTERIOR GLUE AND BONDED
WITH EXTERIOR GLUE WHERE EXPOSED TO THE WEATHER.
THE SPACING IN INCHES OF ROOF AND FLOOR SUPPORTS OVER WHICH PANELS ARE
APPLIED SHALL NOT EXCEED THE SPAN RATING STAMPED ON THE PANELS.
3. PANEL THICKNESS, GRADES AND PANEL IDENTIFICATION INDEX (PII) SHALL BE AS
SPECIFIED UNDER "SHEAR WALL SCHEDULE" FOR WALL SHEATHING AND DIAPHRAGMS
FOR ROOF AND FLOOR SHEATHING.
4. ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FACE GRAIN OF
PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. FLOORS SHALL HAVE TONGUE
AND GROVE OR BLOCKED PANEL EDGES. PLYWOOD SPAN RATINGS SHALL CONFORM
WITH TABLE 2304.7
5. SEE "NAIL TABLE" FOR APPROPRIATE INTERPRETATION OF NAIL SIZES BETWEEN
PENNYWEIGHT AND DECIMAL INCHES.
D. BOLTS AND METAL CONNECTORS
I . BOLTS IN TIMBER TO HAVE STANDARD WASHERS UNLESS NOTED OTHERWISE ON
THESE PLANS. BOLTS HOLES TO BE 1/32" TO I/ I G" LARGER THAN THE BOLT
DIAMETER. NO LARGER HOLES ARE PERMITTED.
2. ALL METAL CONNECTOR AND HANGERS TO BE "SIMPSON STRONG TIE" OR EQUAL,
SUBJECT TO THE PRIOR WRITTEN APPROVAL OF ALLEN DESIGNS.
3. FASTENERS IN PRESERVATIVE TREATED WOOD OR FIRE RETARDANT TREATED WOOD
SHALL BE OF HOT DIPPED ZINC COATED GALVANIZED STEEL OR STAINLESS STEEL.
E. GLUE -LAMINATED BEAMS
I . ALL GLUE -LAMINATED BEAMS (DENOTED AS "GLB" ON FRAMING PLANS) SHALL BE
DOUGLAS FIR COMBINATION 24F -V8 FOR CANTILEVERED SPANS AND 24F -V4 FOR
SIMPLE SIMPLE SPAN CONDITIONS.
2. GLUE -LAMINATED BEAMS ARE TO BE MANUFACTURED IN ACCORDANCE WITH AITC
1 17, LATEST EDITION.
3. FABRICATION OF GLUE -LAMINATED BEAMS SHALL BE DONE BY A LICENSED
FABRICATOR AND A CERTIFICATE OF CONFORMANCE TO AITC SPECIFICATIONS
SHALL BE SUBMITTED TO THE BUILDING OFFICIAL.
4. ENDS OF BEAMS SHALL BE SEALED AND BEAMS SHALL BE LOAD WRAPPED FOR
PROTECTION DURING SHIPPING.
5. GLUE -LAMINATED BEAMS SHALL BE CAMBERED AS SHOWN ON THE FRAMING PLANS.
C+0" ON THE PLANS INDICATES A CAMBER WITH A RADIUS OF 3,500 FEET "UP"
11UPII (/-\).
I1 \).
F. PREMANUFACTURED PRODUCTS
ALL STRUCTURAL PRODUCTS SHALL BE DESIGNED BY MANUFACTURER AND SIGNED BY A
CIVIL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF CALIFORNIA.
G. TYPICAL NAILING SCHEDULE
THE FOLLOWING NAILING SCHEDULE SHALL BE FOLLOWED FOR CONNECTIONS NOT
SHOWN IN THE STRUCTURAL DETAILS. SEE "NAIL TABLE" FOR NAIL DEFINITIONS.
JOIST TO SILL OR GIRDER, TOENAIL 3-8d
BRIDGING TO JOIST TOENAIL EACH END 2-8d
I "X G" SUBFLOOR TO EACH JOIST, FACE NAIL 2-8d
WIDER THAN I " X G" SUBFLOOP, TO EACH JOIST, FACE NAIL 3-8d
2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 2-1 Gd
SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL I Ga(go
TOP PLATE TO STUD, END NAIL 2- I Gd
STUD TO SOLE PLATE
TOENAIL 4-8d
END NAIL 2-1 Gd
DOUBLED STUDS, FACE NAIL I Gd@24"
DOUBLED TOP PLATE, FACE NAIL I Gd@ I G"
CONTINUOUS HEADER, TWO PIECES I Gd@ I G"
ALONG EA. EDGE
CEILING JOIST TO PLATE, TOENAIL 3-86
CONTINUOUS HEADER TO STUD, TOENAIL 4-87
CEILING JOISTS, LAP OVER PARTITIONS, FACE NAIL 3 -Gd
CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-1 Gd
RAFTER TO PLATE, TOENAIL 3-8d
I "X 8" SHEATHING OR LESS TO EACH BEARING, FACE NAIL 2-8d
BUILT-UP CORNER STUDS 3-87
2" PLANKS I Gd@24
2-1 Gd@ EACH BEARING
H. WATER HEATER SHALL BE ANCHORED OR STRAPPED TOP AND BOTTOM 1/3 TO PREVENT
HORIZONTAL DISPLACEMENTS DUE TO EARTHQUAKES (CPC 5 10.5).
1. I A 11 T A n I C
FOR THE PURPOSES OF THE DETAILS SHOWN ON THESE DRAWINGS,
THE FOLLOWING NAIL SIZES ARE REQUIRED:
NAIL
DIA.
LENGTH OF NAIL WHEN NAILING THROUGH...
7/1 G"
15/32"
19/32"
3/4"
1-1 /8"
1-1 /2"
I Gd
0. 1 G2"
2-1/2"
2-1/2"
2-5/8"
2-3/4"
3-1/8"
3-1/2"
I Od
0. 148"
2-1/4"
2-3/8"
2-1/211
2-5/8"
3"
801
0.13 1"
2-1/8"
2-1/8"
2-1/4"
2-3/8"
-
-
NAILS USED FOR ATTACHING HARDWARE (STRAPS, ETC.) SHALL BE IN
ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
GENERAL
A. REFERENCES
THE FOLLOWING REFERENCE DOCUMENTS ARE TO BE FOLLOWED FOR GENERAL
AND CONSTRUCTION PRACTICE AND ARE TO BE CONSIDERED AS A PART OF THE DESIGN
SPECIFICATIONS:
2010 CALIFORNIA BUILDING CODE
BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 3 16, LATEST ED.
MANUAL OF STEEL CONSTRUCTION, LATEST EDITION
NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, LATEST EDITION
B. SHOP DRAWINGS
SHOP DRAWINGS AND STRUCTURAL CALCULATIONS FOR THE FOLLOWING ITEMS SHALL
BE SUBMITTED TO ALLEN DESIGNS AND BUILDING DEPARTMENT FOR REVIEW PRIOR TO
FABRICATION:
PRE MANUFACTURED FLOOR JOISTS (TJ15, ETC.)
SHOP FABRICATED FLOOR AND ROOF TRUSSES
(DEFERRED SUBMITTAL IN ACCORDANCE WITH CBC SECTION I OG.3.4.2)
WET STAMPED AND SIGNED BY CALIFORNIA LICENSED CIVIL OR STRUCTURAL
ENGINEER.
SPIRAL OR CIRCULAR STAIRS
GLU-LAM BEAMS: A CERTIFICATE OF INSPECTION OR A CERTIFIED INSPECTOR'S
HAMMER MARK MUST BE PROVIDED TO ALLEN DESIGNS AND BUILDING DEPT. FOR
EACH BEAM. SEE ALSO PARAGRAPH (E) UNDER "ROUGH CARPENTRY".
STRUCTURAL STEEL
SHOP DRAWINGS SUBMITTED BUT NOT REQUESTED MAY BE RETURNED UNREVIEWED.
NUMBER OF COPIES
SUBMIT ONE SET OF PRINTS AND ONE SET OF REPRODUCIBLES. THE REPRODUCIBLE
SET WILL BE RETURNED MARKED WITH COMMENTS (IF ANY). THE SET OF PRINTS WILL
BE RETAINED FOR ENGINEER'S RECORDS. ADDITIONAL SETS SUBMITTED MAY BE
RETURNED WITHOUT COMMENTS DEPENDING ON THE EXTENT OF COMMENTS.
C. DESIGN CRITERIA
DEAD LOAD: LIVE LOAD:
ROOF LOAD 14 PSF 20 PSF (REDUCIBLE)
FLOOR LOAD 10 PSF RESIDENTIAL 40 PSF (REDUCIBLE)
OFFICE 50 PSF (REDUCIBLE)
SEISMIC CRITERIA
OCCUPANCY CATEGORY II
SEISMIC DESIGN CATEGORY D
NEAR SOURCE FACTOR S1= 0.487
NEAR SOURCE FACTOR S5= 1 .3GO
SEISMIC COEFFICIENT Fa= 1.00
SEISMIC COEFFICIENT Fv= 1.50
R = G.5 (WSP SHEAR WALLS)
IMPORTANCE FACTOR I s 1.00
WIND CRITERIA
DESIGN WIND VELOCITY 85 MPH
EXPOSURE C
IMPORTANCE FACTOR Iw 1.00
D. GENERAL NOTES AND TYPICAL DETAILS SHALL APPLY TO ALL PARTS OF THE JOB EXCEPT
WHERE THEY MAY CONFLICT WITH DETAILS AND NOTES ON OTHER WHERE CONDITIONS
ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOW,
SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY ALLEN
DESIGNS.
E. WORK SHALL CONFORM TO THE REQUIREMENTS, AS AMENDED TO DATE, OF THE LATEST
EDITION OF THE CBC, C.A.C. TITLE 24, AND ALL OTHER LOCAL, STATE AND FEDERAL
REGULATIONS.
F. SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL FLOOR AND WALL
OPENINGS, FLOOR FINISHES, ETC.
G. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF
ALL OPENINGS REQUIRED FOR DUCTS, PIPES AND SLEEVES, ELECTRICAL CONDUITS AND
OTHER ITEMS TO BE EMBEDDED IN CONCRETE OR OTHERWISE INCORPORATED
INTO STRUCTURAL WORK.
H. OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING
DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF ALLEN
DESIGNS PRIOR TO PROCEEDING WITH ANY WORK INVOLVED.
I THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL
TRADES AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO
THE ATTENTION OF ALLEN DESIGNS AND SHALL BE RESOLVED BEFORE PROCEEDING
WITH THE WORK.
J. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS
GIVEN AS THE BEST PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY.
WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS THEY SHALL BE REPORTED
TO ALLEN DESIGNS SO THAT THE PROPER REVISION MAY BE MADE. MODIFICATIONS OF
DETAILS OF CONSTRUCTION SHALL NOT BE MADE WITHOUT THE WRITTEN APPROVAL OF
ALLEN DESIGNS.
K. THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED
STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR
SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR
CONSTRUCTION MEANS AND METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES,
INCLUDING BUT NOT LIMITED TO BRACING, TEMPORARY SUPPORTS AND SHORING.
OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF ALLEN DESIGNS SHALL
NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION
PROCEDURES. ANY SUPPORT SERVICES PERFORMED BY ALLEN DESIGNS DURING
CONSTRUCTION SHALL BE DISTINGUISHED FROM CONSTRUCTION AND DETAILED
INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT
SERVICES PERFORMED BY ALLEN DESIGNS WHETHER OF MATERIAL OR WORK ARE FOR
THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE
WITH CONTRACT DOCUMENTS, BUT DO NOT GUARANTEE CONTRACTORS PERFORMANCE
AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION.
L ASTM DESIGNATIONS AND ALL STANDARDS REFER TO THE LATEST AMENDMENTS.
M. PROVIDE OPENINGS AND SUPPORTS FOR HEATERS, MECHANICAL EQUIPMENT, VENTS,
DUCTS, PIPING, ETC. ALL SUSPENDED MECHANICAL EQUIPMENT TO BE SWAY OR
LATERALLY BRACED IN ACCORDANCE WITH CURRENT CODES.
N. REFER TO ARCHITECTURAL AND/OR MECHANICAL DRAWINGS FOR SLAB DEPRESSIONS,
SLOPES, CURBS, DRAINS, OPENINGS, ETC. NOT SHOWN ON STRUCTURAL DRAWINGS.
O. SAFETY: CONFORM TO APPLICABLE CAU05HA CONSTRUCTION SAFETY REGULATIONS
FOR THE WORK PERFORMED DURING CONSTRUCTION. JOB SITE SAFETY IS STRICTLY THE
RESPONSIBILITY OF THE CONTRACTOR AND NOT ALLEN DESIGNS OR THE OWNER.
P. HAZARDOUS MATERIALS: UNLESS OTHERWISE PROVIDED, ALLEN DESIGNS SHALL HAVE
NO RESPONSIBILITY FOR THE DISCOVER, PRESENCE, HANDLING, REMOVAL OR DISPOSAL
OF OR EXPOSURE OF PERSONS TO HAZARDOUS MATERIALS IN ANY FORM AT THE
PROJECT SITE, INCLUDING BUT NOT LIMITED TO ASBESTOS, ASBESTOS PRODUCTS,
POLYCHLORINATED BIPHENYL (PCB) OR OTHER TOXIC SUBSTANCES.
Q. ALLEN DESIGNS WILL NOT BE RESPONSIBLE FOR WORK, DESIGNS, DRAWINGS, DETAILS
OR ENGINEERING PERFORMED OR PREPARED BY OTHERS.
EARTHWORK and FOUNDATION
A. FOUNDATION HAS BEEN DESIGNED WITHOUT A SOILS REPORT AS DIRECTED
BY OWNER. OWNER ASSUMES ALL RISK RELATED TO GEOTECHNICAL
PERFORMANCE.
BASIC BEARING VALUE 1,500 PSF
PASSIVE PRESSURE 100 PCF
FRICTION 0.30
EQUIVALENT FLUID PRESSURE 30 PCF
DENSITY 110 PCF
B. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO FULLY
PROTECT ADJACENT PROPERTIES.
C. ALL SITE PREPARATION SUCH AS GRADING AND COMPACTION OF THE FILL
SHALL BE PERFORMED IN ACCORDANCE WITH STANDARD CONSTRUCTION
PRACTICES WITH SOIL COMPACTED TO 90% (MINIMUM).
D. ALL FOOTING EXCAVATIONS SHALL BE FORMED AND CLEANED OF DEBRIS
PRIOR TO PLACING CONCRETE.
E. BACK FILL SHALL NOT BE PLACED UNTIL SUPPORTING FOUNDATIONS,
WALLS AND SLAB HAVE ATTAINED SUFFICIENT STRENGTH TO SUPPORT
THE APPLIED LATERAL SOIL PRESSURES.
F. NO PIPES OR CONDUITS SHALL EXTEND UNDER ISOLATED COLUMM FOOTING
OR UNDER CONTINUOUS WALL FOOTINGS, GRADE BEAMS, ETC. UNLESS
SPECIFICALLY DETAILED ON THESE PLANS.
G. ALL PLANTERS ADJACENT TO THE EXTERIOR WALLS SHALL BE LINED WITH
WATERPROOFING MEMBRANE AND THE EXCESS WATER SHALL BE DRAINED
AWAY FROM THE WALLS.
H. SATURATE SOIL 18" DEEP PRIOR TO PLACING SLAB.
I. HOLD DOWNS SHALL BE SECURED IN PLACE PRIOR TO FOUNDATION
INSPECTION.
J. PRESATURATE SOIL TO 18" DEEP PRIOR TO PLACING CONCRETE.
Engineer/Consultant
° ALLEN DESIGNS
t CONSULTING STRUCTURAL ENGINEERS
ED 32302 Camino Capistrano, Suite 206
= San Juan Capistrano, CA 92675
V (949) 248-8588
QF (949) 209-2509
lL ® 2012, ALLEN DESIGNS
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ALLEN DESIGNS
CONSULTING STRUCTURAL ENGINEERS
32302 Camino Capistrano, Suite 206
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V (949) 248-8588
F (949) 209-2509
® 2012, ALLEN DESIGNS
(STRUCTURAL DESIGN)
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SAN JUAN CAPISTRANO, CA
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ALLEN DESIGNS
CONSULTING STRUCTURAL ENGINEERS
32302 Camino Capistrano, Suite 206
San Juan Capistrano, CA 92675
V (949) 248-8588
F (949) 209-2509
® 2012, ALLEN DESIGNS
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ISSUE DATE
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32302 Camino Capistrano, Suite 206
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V (949) 248-8588
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V (949) 248-8588
F (949) 209-2509
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