HomeMy WebLinkAbout10150190.pdfROOF
NEW MRI I
FLOOR PLAN.
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HANDICAP PUBLIC TELEPHONE
PATH -OF TRAVEL
FIRST FLOOR BUILDING PLAN
GENERAL:
1. ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE
DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL
APPLY TO SIMILAR SITUATIONS ELSEWHERE, UNLESS
NOTED OTHERWISE. NOTES AND DETAILS ON DRAWINGS
SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND
TYPICAL DETAILS.
2, ALL WORKMANSHIP AND MATERIALS 5HALL CONFOS6"I
TO THE REQUIREMENTS OF THE GOVERNING, BUILDING
CODE.
3, SEE ARCHITECTURAL DRAWINGS FOR DOOR5, WINDOUJ,4'
NON BEARING INTERIOR AND EXTERIOR WALLS,
ELEVATIONS, SLOPES, STAIRS, CURBS, DRAINS,
DEPRESSIONS, RAILINGS, WATERPROOFING, FINISHED, ETC.
4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
CONDITIONS AT THE SITE AND SHALL REPORT ANY
DISCREPANCIES TO THE STRUCTURAL ENGINEER THE
CONTRACTOR SHALL BE RESPONSIBLE FOR
COORDINATION OF ALL WORK AND MATERIALS INCLUDING
LL W/ FIXED GLASS PANELS TH05E FURNISHED BY 6U5CONTRACTOR5.
5. ALL ASTM DESIGNATIONS SHALL BE AS AMENDED TO
DATE UNLESS NOTED OTHERWISE.
ro. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS
ELEMENTS OF THE WORKING DRAWINGS (AND/OR .
ARCHITECTURAL SPECIFICATIONS, WHERE APPLICABLE)
SHALL BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT AND/OR STRUCTURAL ENGINEER BEFORE
PROCEEDING WITH ANY OF THE WORK INVOLVED.
L REFER TO THE ARCHITECTURAL SPECIFICATIONS
(WHERE APPLICABLE) FOR INFORMATION NOT COVERED
BY THESE GENERAL NOTES OR THE STRUCTURAL
DRAWINGS.
8. CONTINUOUS (OR SPECIAL) INSPECTION SHALL MEAN
INSPECTION DONE CONTINUOUSLY BY A REGISTERED
DEPUTY INSPECTOR CURRENTLY LICENSED BY THE CITY.
9'. ALL WOOD FRAMING 15 NON -SELF SUPPORTING AND
REQUIRES INTERACTION WITH OTHER ELEMENTS NOT
CLASSIFIED AS STRUCTURAL TO PROVIDE THE REQUIRED
LISTING INTERIOR DEMISING WALL STABILITY AND R.E516TANCE TO LATERAL FORCES. THE
WOOD FRAMING AND ALL CONCRETE AND MASONRY
WALLS SHALL BE TEMPORARILY BRACED BY THE
CONTRACTOR UNTIL ALL WOOD BRACING, ROOF
McPHERSON & ASSOCIATES, INC. *'
CONSTRUCTION MANAGEMENT
1401 N. TUSTIN AVE., SUITE 170,
SANTA ANA, CA 92705
TEL: 714-731-9490 FAX: 714-669-0897 " \'0
1001
(*-j 14RCNTFCTS & 57ue z tNR1#th'.�,
350 EAST 17TK STR££T, SUITE 210. COSTA MESA, CA.
PHONE: (949) 645-2422 FAX: (949) 645r=*
THIS DOCUMENT CONTAINS NFORFAATION PROPRIETARY TT
JERRY TUCKER do ASS,CzLj S,. tNC. AND IS 1'URNISltED 1N
COf"ENCE FOR THE UI•ATED PV WOSE OF EVAUJ '= BM1DOlPlG,
OR F"EW. THIS DOCUMENT OR ITS CONTENTS tAAY Nt7i` HE
IJS£O FOR ANY OTHCR PURPOSE MID MAY NOT SE REPROOUCE4
OR CISCLOSED TO OTHERS VATUOJT THE PRIOR WRITTEN CONSEKf
OF JERRY TUCKER is ASSOCIATES, INC. Alt RJGHTS RESER%`ED.
ARCHITECT C26810 STRUCTURAL ENGINEER 2187
DIAPHRAGM, AND CONCRETE AND MASONRY WALLS HAVE
SCOPE.OF WORK
BEEN INSTALLED AND ALL CONNECTIONS BETWEEN THESE
ELEMENTS HAVE BEEN MADE.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
1. SAW -CUT EXISTING 4" CONCRETE SLAB AND INSTALL 7' SQ. REINFORCED
CONCRETE PAD FOR NEW MRI ISOLATION PAD,
BRACING AND SHORING ALL EXCAVATIONS, TEMPORARY
2. SAW -CUT EXISTING EXTERIOR CONCRETE WALL TO PROVIDE A 7'-8" x 9'
AND EXISTING STRUCTURES, AND PARTIALLY COMPLETED
m HIGH ACCESS OPENING FOR NEW MRI MAGNET DELIVERY, INSTALL NEW
PORTIONS OF THE WORK. CONTRACTOR TO A55URE THE
STRUCTURAL STEEL REINFORCEMENT PER STRUCTURAL PLAN.
SAFETY OF ALL WORK AND MATERIALS INCLUDINCs TH05E
PERSONS COMING IN CONTACT WITH THE WORK.
3. INSTALL NEW NON -BEARING INTERIOR WALL PARTITIONS PER NEW FLOOR
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
PLAN, 2x4 WOOD STUDS w/ PLYWOOD BACKING FOR R.F. SHIELD
SAFETY IN AND AROUND THE JOB SITE AND/OR
SUPPORT. SEE CROSS-SECTION.
4. INSTALL NEW NON -BEARING INTERIOR WALL PARTITIONS, PER NEW
ADJACENT PROPERTIES.12.
DURING AND AFTER CONSTRUCTION, BUILDER AND/OR
FLOOR PLAN, MTL. STUDS w/ 5/8" DRYWALL & R-13 INSULATION.
OWNER SHALL KEEP LOADS ON THE STRUCTURE WITHIN
O
5. REMOVE EXISTING NON -BEARING WALL PARTITION, RELOCATING
THE LIMITS OF THE DESIGN LOADS.
EXISTING R.F. GLASS WINDOW AND R.F. DOOR.
VTRY DOOR
13. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED
6. EXTEND R,F. (RADIO -FREQUENCY) ROOM (FLOOR, WALLS, & CEILING) TO
FROM PLANS, SECTIONS, OR DETAILS ON THE STRUGTURALACCOMMODATE
THE NEW ROOM SIZE. (SEE R.F. SHIELD DETAIL)
DRAWINGS.
7. CUT INTO EXISTING NON -BEARING WALL AND ADD 3'x7' SC DOOR (RE -USE
14, PROVIDE DRAINAGE AT THE BASE OF RETAINING
WALLS AND AT THE BASE OF ALL BASEMENT WALLS
EXISTING DOOR).
8. SAW -CUT EXISTING EXTERIOR CONCRETE WALL TO PROVIDE REMOVAL OF
(DESIGNED BY OTH>=fi`5).
~o--- E, SHOP DRAWINGS SHALL BE SUBMITTED TO THE
EXISTING MRI MAGNET, SEE STRUCTURAL DETAIL. STEEL SUPPORT IS
EXISTING FROM PREVIOUS MAGNET INSTALLATION.
ARC�h��
UfLDING DEPARTMENT, ARCHITECT, AND STRUCTURAL
9, MODIFY EXISTING T-BAR CEILING TO ACCOMMODATE NEW FLOOR PLAN.
PTED (fr
GINEER WITH SUFFICIENT TIME FOR REVIEW OF DESIGN
fr�NENT
10. USE EXISTING ELECTRICAL TO FEED NEW MRI EQUIPMENT, NO CHANGES.
11, USE EXISTING MECHANICAL
§ .
R X �„ � .. � � � ;�
(MINIMUM OF 10 WORKING DAYS).
70 COOL NEW MRI EQUIPMENT, NO CHANGES.
Ira, FOR PROPER FIELD OBSERVATION BY THE
'5TRUCTURAL ENGINEER, THE STRUCTURAL ENGINEER
SEPARATE1 a ? t ; ;SHALL BE NOTIFIED OF THE VARIOUS CONSTRUCTION
IMECTRIO'1) IPHA5E5 (MINIMUM 48 HOURS),
8 i ; (.i),s� t , b E I s ;h ; s11 055ERVATION VISITS TO THE SITE BY THE ENGINEER'5
a Jae.= FIELD REPRESENTATIVE SHALL NEITHER BE GON5TRUED
I I III IIe1a (( IA5 INSPECTION NOR APPROVAL OF CONSTRUCTION.
IdEg k?$I(1 apt 1' iaaf>i Ali g"a1, t is
-18. ALL WORK SHALL CONFORM TO THE 2001 EDITION OF
THE CALIFORNIA BUILDING CODE.'
pp$�$p3 L..{of this pl�,u
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TUSTIN AVENUE
P LOT PII W� � k _
- FIRE DEPARTMENT NOTES
1, FIRE DEPARTMENT FINAL INSPECTION REQUIRED. SCHEDULE ALL INSPECTIONS 72
HOURS IN ADVANCE BY CALLING 714-657-5700. LEGAL
2. PROVIDE SUITE NUMBERS THREE (3) INCHES HIGH, WHICH SHALL BE PLAINLY PARCEL 1 BLK 222 PG. 23
VISIBLE FROM OUTSIDE. COUNTY OF C?RANGE
-, 3. PROVIDE ONE 2A10BC MIN. RATED FIRE EXTINGUISHERS TO BE LOCATED ON EACH A.P. f#400-221-04
LEVEL WITHIN 75 FEET OF TRAVEL DISTANCE FROM ALL AREAS.
4. FIRE SPRINKLER SYSTEM PER N.F.P.A. STANDARD 13 SHALL BE PROVIDED. OCCUPANCY B
5. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OCCUPANT LOAD LESS THAN 30
C OR ANY SPECIAL KNOWLEDGE OR EFFORT. PROVIDE SELF -RELEASING LOCKING CONST. TYPE V-N SPK
DEVICES ON EXIT DOORS.
2928 SQ.FT. EXISTING
6. "EXIT'" SIGNS SHALL BE IN BLOCK LETTERS, A MINIMUM OF SIX (6) INCHES HIGH �0 APIf
'r WITH A STROKE OF NOT LESS THAN 3/4 INCH. LUMINANCE ON FACE OF SIGN SHALL
BE 50 LUX.
f
a . EXTERIOR GLASS TO BE REMOVED AN REPLACED IN EXISTING FRAME 7. EXIT SIGNS SHALL BE PROVIDED IN ACCORDANCE WITH CURRENT EDITIONS OF -, -26610
FOR MAGNET DELIVERY CBC AND CFC. Qf? 5-30-
RENEW
REMOVE EXISTING CONCRETE WALL AND REPLACE PER STRUCTURAL DETAIL I}AT4
OF' CAi
INSTALLATION OF A SIEMENS ESPREE MRI TO
EXTERIOR ELEVATION 1401 N. TUSTIN AVE., SUITE 170, SANTA ANA, CA
SCALE:1/8"=V-0°" FOR OPEN SYSTEM IMAGING
"SHEET 1 of 2
RE -USE EXI.RTINr. T-RAR r-Fil Mr; SYSTEM -
V,
NOTE: METAL SUSPENSION SYSTEMS FOR ACOUSTICAL
TILE AND LAY -IN PANEL CEILINGS SHALL BE INSTALLED
,IN ACCORDANCE WITH'UNIFORM BUILDING CODE.
CHAPTER 47 & USC STANDARD 47-18.
HANGERS FOR SUSPENDED CEILING SHALL BE NOT LESS,
THAN THE SIZES SET FORTH IN TABLE NO.47-A,
FASTENED TO OR EMBEDDED IN THE STRUCTURAL
FRAMING, MASONRY OR CONCRETE.
HANGERS SHALL BE SADDLE TIED AROUND MAIN
RUNNERS TO DEVELOP THE FULL STRENGTH OF -'HE
HANGERS. LOWER ENDS OF FLAT HANGERS SHALL BE:i
BOLTED W/ VV BOLTS TO RUNNER CHANNELS OF: DENT
TIGI-MY AROUND RUNNERS AND BOLTED TO THE MAIN
PART OF THE HANGER.
SPLICES A ND INTERSECTIONS OF RUNNERS SHALL'BE
REFLECTED CEILING PLAN
ATTACHED WrTH MECHANICAL INTERLOCKING CONNECTORS
SUCH AS POP RIVETS, SCREWS, PINS, PLATES Wt BENT TABS,
SCALE: 1/8"=V-0"
OR OTHER APPROVED CONNECTORS. DESIGN CCINNECTORS
FOR 2 TIMES DESIGN LOAD OR ULTIMATE AXIAL TENSION OR
COMPRESSION (MIN, 60 LBS.) OR CROSS -FURRING SHALL BE
SECURELY ATTACHED TO THE MAIN RUNNER BY SADDLE -TYING
WITH NOT LESS THAN ONE STRAND OF NO. 16 OR TWO STRANDS
OF NO. 18 U.S. GAUGE TIE WIRE OR APPROVED ECUIVALENT
ATTACHMENTS,
THE MAIN RUNNER AND CROSS -FURRING SHALL NOT BE LESS
THAN THE SIZES SET FORTH IN TABLE NO. 47-A ' E<CEPT
THAT OTHER STEEL SECTIONS OF EQUIVALENT STRENGTH
MAY BE SUBSTITUTED FOR THOSE SET FORTH IN -HE TABLE.
PROVDIE 12 GA. HANGER WIRE W O.C. ALONG TRUSS PROVIDE
COMPRESSION POSTS PER U.B.C, 47-18. PROVIDE SUPPORT AT
EACH CORNER OF LIGHT FIXTURES WITH 12 GA. WIRE IN ADDITION
TO RUNNER SUPPORTS.
LIGHT GAUGE STEEL FRAMING
1. All light gauge steel framing shall be manufactured by Dietrich Indurstries, Inc, or equivalent.
The following standards shall be used unless noted'otherwise on plans.
Framing'M2mbe Size/Gauge %gel Griige, (Fy
a. Non -bearing Studs 312CSJ20 33 KSI
0, Non -bearing Track 312TSB20 33 KSI
c. Ceiling framing 8CSJ18 33 KSI
T Headers/Beams 18,20 Ga. As noted 33 KSI
It. Blocking & Backing Match frame 33 KSI
V Bridging 1/2 x 1.1/2 x 169a 33 KSI
g. Flat Strapping As noted 50 KSI
h. Angles, Piales, Sheets See plans 33 KSI
I. Web Stiffeners As noted 33 KSI
2, Ali framing components shall be cut squarely for attachment to perpendicular members. or
as required for an angular fit against abutting member. Member; shall be held positively in
place until properly fastened.
3. Provide insulation equal to that specified elsewhere in all double jamb studs and double
header members that will nol.be accessible to the insulation contractor.
4 All bearing studs shall have full bearing against inside track wet, prior to stud and track
attachment.
5. Tracks shall be securely anchored to the supporting structure as shown on the plans.
Concrete anchors Shall be installed after full compressive streng.h has been achieved. All
track bull joints, abuttingpieces of track shall be securely sncho�ed to a Common structural
element, or they shall be spliced together.
1. Studs shall be plumped, aligned and securely attached to the na age or web$ 0( both top and
bottom track$,
T Jack studs or cripples shall be installed below windowsills, abotbe window and door heads, at
freestanding stair rails and elsewhere to fumish support and she I be securely attached to
supporting members.
8, Wall Stud bridging shall be attached in a manner to prevent stud rotation. Walls up to 10'-0' in
height shall nave two rows of bridging. Walls over 10--0- in height shall have bridging spaced
at 4',0' o.c. max.
9, The Contractor shall provide temporary bracing until erection is complete.
10. Ceiling joists snail oe located directly over bearing studs or a to id disinbuting Member shall
be provided at the top of the track,
11 Provide web stiffeners at reaction points where indicated on plans
12 Joist bridging shall be provided as Shown on plans.
13 End blocking shall be provided where joist ends are not otherwise restrained from rotation
IC Required X-bracing shall be installed immediately after erection of the root trusses.
15 All screw attachments shall be per the plans and schedules.
16 Welds shall be performed by operators qualified in accordance with section 6.0 of the
American Welding Society . s 'Structural Welding Code -Sheet Metal* (AWS All
welds to be made with E60X.X electrodes. All welds are desigr od without special inspection
U.N.O.
CODE FORMED STEEL DESIGNATIONS
Minimum Minimum Minimum fit Id
Design un-coated measured
Gauge thickness thickness thickness Fy E
25 Ga, 0,0188 in 0.0179 in 0.0179 in 33 ksi 29,500 ksi
20 Ga. 0.0346 in 0.0329 in 0.0329 in 33 ksi 29,500 ksi
18 Ga, 0.0461 in 0,0428 In 0.0428 In 33 ksi 29,500 ksi
to Ga. 0.0$88 in 0,0538 in 0.0638 in 50 ksi 29,$00 ksi
14 Ga. 0.0713 in 0,0877 in 0.0877 in 50 ksi 29,500 ksi
12 Go, 0.1017 in 0,0968 in 0.0968 in 50 ksi 29,500 ksi
FRAMING DETAILS
TYPICAL
7'SQ. x 12" DEEP ISOLATION FOOTING FOR NEW!MAGNET
EMAIN SUPPORT W1 #4 @ 12" O.C., EACH WAY, DO NOT D 'I 11:L INTO
,
EXISTING 4" CONCRETE SLAB
REMAIN
EXISTING 4" CONCRETE SLAB
Jill- FOUNDATION PLAN
SCALE: 1/4"=V-0"
PROVI0)1_ SOLID 13LOCKING
34' GRAD BAR BETWEEN WALL STUDS POR!
FLUSH ACTIVATOR 'GRAB BAR MOUNTING
ON WIDIE, BIDE. Is,
CL FIXTURE 18,
FACE OF �-FACIE OF
(1) #8 SCREW TRACK TO FINISH
FLANGE BOTH SIDES r FINISH
' 2' GRAB ......
BAR
4-
;r -, I
x Is*
I CLR. SPACE
-40' DIA.
21, CM I CLR. CIRCLE
EDGE OF"WC TO I
FACE OF LAY I
TYPICAL PERFORATION' 30' x Is'
AT STUD CLR. SPACM-
NOTE-.
ALIGN PERFORATIONS AS
REQUIRED FOR BRIDGING
INSTALLATION. TOILET ROOM
rQtHANENT DOOR SIGN
Noon I)EX, IFIC-AWN to
7 SIGN IV
1CLA.-itRL LIF DOOR SWINGS INTO TOILET ROOM, SWING SHALL
_J NOT ENCROACH INTO 40-
WALL FRAMING SEE CLEAR CIRCLE OR INTO
PLAN FOR SIZE, GAUGE 30' x 40' CLEAR SPACR IN
AND SPACING FRONT OP WATER CLOSET.
1-1/7 x 14ge.
U-CHANNEL F
CA-1 - BRIDGING TO
WALL FRAMING TYPICAL----Z
TYPICAL LATERAL BRIDGI
NG
PROVIDE MINtMU I M (WROW LATERAL
BRIDGING FOR WALLS UP TO 8'-OM_IL_
HEIGHT. FOR'WALLS OVER $'-0* IN
HEGHT - PROVIDE BRIDGING AT 4'-0'
O.C. MAXIMUM.
A
*0
HILT! ON 32 PS $15
PINS AT SV O.C. MAX.
(1) $8 SCREW -'TRACK
TO FLANGE - BOTH SIDE
TYPICAL BOTTOM TRACK
TYPICAL
TOP TRACK
HEADER - FLUSH TO (-;-)SPLICE
47 r"
T.P. Ow.
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BRIDGING
TYPICAL
END STUD
FRAMING
SEE
MEMBERS
PLAN, TYPICAL
TYPICAL
SILL TRACK -
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,EB STIFFENER WHERE
;EOUIRED -1 SEE HEADER
SCHEDULE
,INGLE KINrSTUO
O.N, - SEE PLANS
',INGSTUD
SIDE VIELU
NO FURRING BELOW
HEADER SHOWN
--REFER TO SCHEDULE
BELOW FOR NO. OF
SCREW$ EACH SIDE -
TRACK TO HEADER
-AL TOP
::K-
JOIST HEADER
PLAN FOR SIZE -
ail AT
FACE
H E ADER TRACK
14* Q.C. TYPICAL
UP OR FACE DOWN A$
REQUIRED - PULL LENGTH OF
HEADER ASSEMBLY.
-HEADER
TRACK
FACE UP
___--- TRIMMER STUD
SEE PLAN
HEADER TRACK
FACE DOWN
HEADER SECTION
NO FURRING BELOW
FRAMING - MATCH
HEADER SHOWN
WALL - SEE PLAN-
_xI2 SCREW$ AT
14* Q.C. - EACH FLANGE
TYPICAL BOTTOM
TRACK -
KINGSTUD SECTION
-TRIMMER STUD
-TYPICAL TRACK
-112 SCREWS AT 14' O.C.
TRACK TO KINGSTUD
SCREWS - TRACK TO HEADER
HOR. DEPTH
NO, or 112 5CREll18
(2)
10.
12.
$12 SCREW
TYPICAL
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STRUCTURAL DETAILS
McPHERSON & ASSOCIATES, INC.
CONSTRUCTION MANAGEMENT
1401 N. TUSTIN AVE., SUITE 170,
SANTA ANA, CA 92705
TEL: 714-731-9490 FAX: 714-669-0897 1
1. ALL WOOD CONSTI-RUCTION PER CALIFORNIA BUILDING Q2412M
CODE, C44APTER 23
2 ALL STIRUCTURAL LUMBER $HALL BE 00-61-AS L ALL CONCRETE CONSTRUCTION PER THE CALIFORNIA
BUILDING CODE, CHAPTER a
FIR -LARCH, UNLESS NOTED OTHERWISE, AND C4NFOF,,z1 To 2- ALL CONCRETE 10 DESIGNED BY ULTIMATE STRENGTH
THE GRADING SULES OF THE WESTERN WOOD PRODUCTS, DES16K
A-5,60CIATION, 3. ALL CONCRETE WOW SMALL COWORM TO THE LATEST
A) 2X LUMBER ----------------- jTRADE *I (SID PSI) 1401 CODE.
5) 4X LtdMBE E *2 (8,15 PSI)
C) r1>( SEAMS, LEDGERS 4 PO6TaRADE #1 (1300 Pat) 4- CONCRETE MIX AND STRENGTH F41- AT 28 DAYS SHALL
0) STUDS AT 16'0/C (UN.0 ON PLANS) c4x4;OR!,1 To THE FOLLOWING TABLE -
EXTERIOR ElIFARtNIG STUDS,
FROM 0 FT, TO 15 FT
2X4 STD GRADE
PROM eFT. TO 11 F7
X4 GRADE -2
FROM 11 FT. TO 15 FT
2X6 GRADE 12
EXTERIOR AND INTERIOR NON -BEARING STUDS:
FROM 0 FT. TO 14 FT
1X4 STUD GRADE
FROM e FT. TO 11 FT
_2x6 STUD GRADE
INTERIOR BEARING 6TU06f
FROM 0 FT. TO if FT
X4 61D GRADE
FROM 11 FT. TO 12 FT
5X4 CONST, GRADE
FROM 12 FT. TO 20 FT_
')X(, STUD GRADE
E)SILL PLATES
/ STD
F) TOP 4 BOTTOM PLATES
G) BLOCKlNYs ¢Tp OR SETTER
REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL
APPEARANCE REQUIREMENTS.
3. INTERIOR NON -SEARING WALL HEADER eCHEDULIE,
(UN-0. ON PLANS)
LESS THAN 41-01 V-2X4 CONST / STD
TO 5'-0`_4X4 OR (2)-2X4 CONST / STD
TO _4Xb -2
TO :0'-0" 4X6 -2
TO 3' -0- 4XI0 -2
To -4X12 12
4, ALL SHEATHING SWALL BE STAMPED By THE AMERICAN
PLYWOOD ASSOCIATION (APA) AND SHALL CONFORM TO
THE U.S. PRODUCT STANDARD (PS 1) WITH EXTERIOR GLUE.
COMPOSITE OR NON -VENEERED PANELS., COMPLY WITH
NATIONAL RESEARCH BOARD REPORT NER-liVa.
SUBFLOOR ADHESIVE: APA SPECIFICATION Alzo.ol.
INSTALL PLYWOOD AND NON -VENEERED PANELS PER
APA CONSTRUCTION GUIDE, LATEST EDITION. SEE
STRUCTURAL FRAMING PLANS FOR THICKNESS AND TYPE
OF FLOOR AND ROOF SHEATHING. SEE SHEAR WALL
NOTES FOR SIZE AND TYPE OF WALL SHEATHING,
LOCATICI.*
UNIT
MIN-
MAX
Luc.
ARtiAX
SLAZ ON
45 Par
2a00 psi
bAjd
0.54
3%
4.
14S PCr
2N Psi
4-10 #tAdf
014 I
*I- RE-RD-E USC TABLE M-A-4 WHI�N SOIL c4nNTAN5
MIlEor-11011 PEROM,rr suLFATg coNcEN-mATtON As
WaM04NICAL Pgroter
2- IF STRETYyM DATA FRCXl FIELD E)QTRI9NCE OR TRIAL
MI>CTUi;zES ARE NOT AVAILABLE, MAXIMUM UI/C
_=T1415
RATIO SMALL BE AS TABLE BELOW.
SPECIFIED
SPECIFIED
OcrolMS&VE
ABSOLUTE W4TER-CM-ENTITIOUS
51F49,4Tw rc r
MATERIALS RATIO BY WEIGHT
QeD COWMM A*4WTPAbk� CONC"M
2,500
054
0.5&
3--00
ON 0.40
4~
OA44
5~
2 2
L 'RISNTY-EIGHT STRENGTH, WITH MOST MATERIALS,
,.,i.
�IEWITJOUS MATERIALS RATIOS OHOUN WILL
PR"IbE AVERAGE STR04*1`4 GREATER IWAN INDICATED IN
SECTION! 11101532 AS SEIN6.- REQUIRED. '
2. FOR STRENGTH ABOVE 4000pi (3L.0 MF,4) (NONAIR_
ENTRAINED CITE) AND 4AN00pl 01A MP40) eAIR-
ENTRAMr> C4#k1'iE7E) C424CRETE PI'k-)PORTONS SHALL BE
ESTABLISHED Sy ?-V1 s OF SECTICIN W53.
S.
NAILING OF HORIZONTAL AND VERTICAL DIAPHRAGMSSHALL BE INSPECTED AND APPROVED 13Y THE BUILDING
S. CEMENT SHALL CONFORM TO ASTM CSO, TYPE ll, TYPE
DEPARTMENT PRIOR TO COVERING.V•
6. ALL NAILS USED IN TIM6ER-TO- TIMBER CONNECTICi,16
CEMENT SHALL BE USED 04EM SOIL CONTAINS MORE
THAN 0-1 PERCENT SULFATE CONCENTRATIONS AND MIX
SHALL_ BE COMMON AND NAILING SHALL CONFOR-1 TO
DE5lG`N'TO ME IN ACCORDANCE WITH CSC SECTION
IW43.
THE APPLICABLE BUILDING CODE. ALL NAILS
CONNECTING PRE-MANLFACTURED METAL ITEMS
6- MIX DESIGN SMALL NOT CONTAIN A WATERICEI-IgNT
(CCNNIECTORS, HANGERS, STRAPS ETC.) TO TIMBER SHAL-
CCNFOF�M TO THE MANUFACTURER'S CATALOGUE AND
RATIO LESS 744AN Cis.
-I. CONCRETE SMALL HAVE A MINIMUM ALLOWABLE SLUMP
APPLICABLE Ir-SO. REPORTS.
1. ALL STUD WALLS SHALL HAVE FIRE BLOCKING
OF TWO INCHES
8. COARSE A'F REGATE OR CONCRETE SMALL NOT
AT
10'-0' O/C MAXIMUM,
CONTAIN LIGNITE, STEEL, OR OTHER MATERIALS THAT MAY
6- WHERE WOOD 15 IN CONTACT WITH CONCRETE OR
BE DETRIMENTAL TO THE CONCRETE..
MASONRY, USE PRESSURE TREATED DOUGLAS FIR-LARC,
OR SHEET METAL C4p(•NECTORS,
S. rLYASH MAY BE SUBSTITUTED FOR A PORTION OF THE.
'CEMENT-
Z' UNLESS OTHERWISE SPECIFIED, ALL SILL PLATES IN
A MAXIMUM OF 20% OF: THE CEMENT MAY BE
REPLACED By FLYASW, WHEN REPLACEMENT 16 USED,
CONTACT WITH CONCRETE OR MASONRY SHALL BE
BOLTED TO THE CONCRETE OR MA_SC,t-7RY
THE REPLACED CEMENT SMALL BE SUBSTITUTED WITH ONE
WITH 1/2" DIA
BOLTS AT 6'.0- o1r_ PROPERLY SIZED NUT i WASHER
SHALL BE TIGHTENED ON EACH ANCHOR BOLT
AND A HALF TIMES UT14 rLrASI.L WATER/CEMENT RATIOS
-44AI-L BE BASED ON THE WATIqWCEMIENT . pLyASH
TO THE
PLATE PER SEcT, 1506-6 CBr,
RATIO.
ROCK 10- HARD ROCAGGREGATES SMALL CONFORM To ASTM
A) ALL BOLTS SHALL EXTEND A MINIMUM OF T' INTO
FOOTING, WITH 5' MIN, INTO THE FIRST
C3.3, THE MAXIMUM SIZE SMALL BE I V2 INCHES FOR
FOOTINGS, CAISSONS AND GRADE SEAMS AND I INCH FOR
POUR OF CONCRETE,
5) PROVIDE A MINIMUM OF TWO ANCHOR BOLTS PER
PIECE OF SILL PLATE WITH ONE ANCHOR BOLT
ALL OTHER wow,
IL LIGHTWEIGHT AGGREGATIESS44ALLCONFORm TO ASTM
LOGATED
WITHIN 12 OF THE ENE),
C-330 A10 SMALL ME APPROVED. THE MAX"11 SIZE
C) AT INTERIOR NON -BEARING 4 NON-SHEAWALL5,
ANCHOR BOLTS MAY BE SUBSTITUTED WITH 0..15* DIA
SMALL BE W INCH.
12- CONCRETE COVER AT RENFOIRCING SMALL W AS
POWER DRIVEN PINS AT 36" O/C UNLESS NOTED
OTHERWISE,. (RAMSET 12330 INSTALLED PER ILBO.
FOLLOWS-.
A) POURED AGAINST EARTH . 3-CLEAR
REPORT 1163% HILTI INSTALLED PER I.GBO.
S) EXPOSED TO EARTH BUT POURED AGAINST FORMS
2- CLEAR
REPORT '2388, OR EQ.) SHOT PINS SHALL NOT BE
INSTALLED UNTIL CONCRETE 16 CURED FOR 1 DAYS
C) SLABS ON GRADE AT CENTER
MINIMUM. AT TWO -POUR FOUNDATIONS, 2nd POUR SHALL
HAVE 4 3/4- MIN. THICKNESS AT SHOT PIN LOCATIOtI5,
D) MAN ISARS N SEAMS AND COLD-IN6 . 1 14- CLEAR
E) BARS PARALLEL TO COLD JONTO - 2' CLEAR
10. ALL BOLT HEADS AND NUTS, WHICH BEAR AGAINST
13- PROVIDE CORNER SAR5,IN ALL WALLS AND AT WALL
INTERSECTIONS TO MATCH SIZE AND SPACING OF
THE FACE OF WOD MEMBERS, SHALL BE PROVIDED IJIT
WASHERS,
WOPJZC!4TAJ- BARS IN THOSE WALL$.
It. PROVIDE MULTIPLE STUDS FOR SOLID BEARING AT
ENDS OF MISCELLANEOUS BEAMS OR 6IRDER
14. ALL REINFORCING STEEL, 001ELS, Alsic:MoR BOLTS,
AND OTHER INSEWIS SMALL ME SECURED IN POSITION
TRU5SE5
WHERE POSTS AIRE NOT S�-�
12. HOLES IN STRUCTURAL MEMBERS FOR PIPES
PRIOR To POURING Cia4cl;eM
Is, ALL REINds SHALL BE 6UppC;FzrED IN
AND
C,OINDUIT6 SHALL COMPLY WITH THE, BUILDING CODE AND
.
C4ONFQRMANCE-WITW THE C4RN "MANUAL OF STANDARD
TYPICAL DETAILS ON THIS SHEET.
PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION".THE
13. PROVIDE DOUBLE FLOOR JOISTS UNDER PARALLEL
;a- CONTINIL'OUS INSPECTION IS REQUIRED FORALL
PARTITIONS WHERE THE LENGTH OF THE WALL ABO',--
CONCRETE IN EXCESS OF 2_111W FIN.
EXCEEDS 25% OF THE SPAN OF THE FLOOR JOISTS.
M. ANCHOR BOLTS SMALL CONFORM WITH ASTM A301,
14. SOLID BLOCK AT BEARING WALLS, UNDER
UNLESS NOTED OTHERWISE AND SMALL BE EMBEDDED
PERPENDICULAR PARTITIONS AND EL5EUjHEI;�E AS
REQUIRED PER CSC, 23o6,1 AND 23�6.63.
INTO C424CMTE PER CSC TABLE 16-D.
W. DIMENSIONS ARE NOT FLFNISHED TO SIMPSON 'HDA"
15, MINIMUM SPLICE NAILING OF DOU5LE PLATES S�-iAi
OR *WPA* TYPE "OLDC". IT 15 THE RESPONSIBILITY OF
BE AS FOLi-00.6 UNLESS OTHERWISE SPECIFIED : 021
CO"ION EACH SIDE OF SPLICE WITH NO ADJACENT
THE CONTYW-TORZ PP,
CONTRACTOR THE AND THE CONCsWTE CONTRACTOR TAMINGo
SPLICE WITHIN 4'.0-.
LOCATE THE EXACT LOCATION, REFER TO THE DETAILS
I&. FACE NAIL TWO PIECE BUILT-UP BEAMS WITH 1&.
FOR I PROPER
AND MANUFACTURER'$ INSTALLATION.
COMMON AT 12" O/C AT TOP AND BOTTOM, FACE NAIL
MEMBERS OF THREE-PIECE BUILT-UP BEAMS WITH
1D
11• PIPES -OR CONDUITS PLACED IN FOUNDATION AN
16 cl
COMMON AT 12' O/C AT TOP AND BOTTOM TO ALTERATE
SLABS SMALL NOT BE SPACED CLOSER THAN 3 '
SIDES OF BEAM. PROVIDE ADDITIONAL ROW OF
AT ALL SEAMS GREATER THAN IV DEEP,
DIAMETERS ON CENTER PIPES AND C�CNDUITS PLACED
N SLA15 SMALL NOT WAVE AN OUTSIDE DIAMETER LACE
BOLT eUILT�-JF
DETAIL OF FOUR OR MORE MEMBERS. (SEE TYPiCA-,
ON THIS SHEET)
LAF43ER THAN v3 OF SLAB THICKNESS. , ALLT1NljM
CONDUITS SMALL NOT BE PLACED IN CONCRIEM,
11 , BALLOON FRAME ALL STUD WALLS AT SLOPING
20. LOCATION OF SLOTTED INSERTS, WELD PLATES, ANDCEILINGS. ALL OTHER ITEM TO BE EMBEDDED IN cONORETE
IS. PREDRILL ALL HOLES FOR 20d AND LARGER NA,_5,
SPIKES AND LAG BOLTS.
SMALL ME COORDINATED WITH ARCHITECTURAL AND
MECHANICAL DRAZINGS,
LEAD HOLES FOR LAGS
BE AS FOLI_Owe,�
21. CONTRACTORS, $WALL VEf;tpy DIMENSIONS AND
A) SHANK PORTION SAME DIAMETER AND LSWT�, A5
SHANK
LOCATIONS OF ALL OPENINGS. PIPE SLE' EYE CURBS, ETC,
AS REWIRED 15Y OTHER TRADES BEFORE CONCRETE 16
5) THREADED PORTION . 60% TO 15% OF THE DIAMETER
FOR THREAD AND SAME LEN65TH AS THREAD
PLACED.
Izi. LAMINATED VENEER LuImBER (Llet) MEMBER 6;-4ALL BE
CONSTRUCTED, INSTALLED AND mA,,LFACTURED PER
MANUFACTURERS SPECIFICATIONS AND I.C.5.0.
REPORT
THE PROPERTIES OF LAMINATED VENEER LLPISER(Lr_:
MEMBERS SHALL BE: E - 1,800,000 P511 Fb
, 7,600 FS:
Fv - 286 PSI, rr . 500 psi.
20.TIM5ERSTRAND rLSL) MEMBER $WALL
L RENFOIRCIWG STEEL $HALL BE NEW STOCK DEFORMED
BE
CONSTRUCTED, INSTALLED AND MANUFACTURED PE.R
MANUFACTURER'S SPECIFICATIONS AND I.CS.0.
SARS CONFORMING TO ASTM A615.
A) 14 ElAF;Z6 AND SMALLSR_XAADE 40
RFFOR7
M5
THE PROPERTIES OF TIER6TR,4ND LSL MEMBERS
SHALL BE, E ' 11300,000 P51,
5) S BARS AND LAF;*ER_GR&
2, ELECTRIC WELDED WIRE _A0E MESH 544ALL0 CONFORM
F"I 1 1,100 1-5( F,
FIBI, Fc - (.5e> PSI
To
ASTM AISS (EXCEPT AT SLABS ON GRADE, UJHIC44 MAY BE
21, PROVIDE 2X3 CROSS -BRIDGING OR 2X SOLID
BLOCKING AT A MINIMUM OF 8-O` O/C FOR
GRADE 40).
3- ALL SAPS SMALL BE FREE or LOOSE AND FLAKY RUST
JOISTS
(CCNTACT METAL BRIDGINGOR EQUAL MAY BE USED)
WHERE SHEATHING OR GYP- BD.15NOT APPLIED
AND SCALE, GREASE, OR OTHER MATERIALS WHICH MIGHT
AFFECT OR IMPAIR BOND.
TO TOP
4 SOTTO1,1 OF JOISTS FOR ENTIRE LENGTH OF JOIST,
72� ALL PREMA-ACTURED METAL ITEM
4: ALL SENDS To BE MADE COLD. SEE
= TYPICAL.
DETAILS ON THIS SHEET FOR FJ;ZOpER BAR BEK661
(r_cNECTOlR5,
HANGERS STRAP-5, ETC-) SHALL BE 15Y SIMPSON 5T,-CW-
TIE COMPANY, INC. OR EQUIVALENT (SEE NOTE
5. RENFORCIW- BARB SHALL NOT BE WELDED UNLESS
SPECIFICALLY NOTED ON THE DRAWINGS AS SEW, '
(, ABovc
CONCERNIW, NAILING).WELDED.
WELDED REINFORCING SHALL COW
ASTM A106, i,
23, A MAXIMLIM OF 10% OF LUMBER USED FOR
CONSTRUCTION MAY CONTAIN "VANE-. THOSE MEMBERS
"WANE'
C` REINFORCING BARS SHALL BE SPLICED AaN �J, M",fLANS
40 BAR DIAMETERS,
WITH $HALL ONLY E USED IN
15
APPLICATIONS.
UNLESS NOTED OTWERwl .
%, Wi an the job
24. BOLT HOLES AT HOLDOkLN6 SHALL NOT BE MORE
THAN 1/16" OVERSIZED AT THE HOLDOUN To P051
0anass 01
C4)NNECTION. INSPECTOR TO VERIFY. (PER BUILD11,1-
DEPARTMENT)
FOUNDATI
25. ALL HOLDOIN CONNECTIONS SHALL BE
JUST PRIOR TO GOvERIW, THE WALL FRdMiw_
I. FOUNDATION DESIGNS ARE BASED. ON A NET -
ALLOWABLE PRESSURE OF "o POF FOR FOOTINGSPER
THE PROVISIONS IN TABLE W-I-* OF THE 21 Mns $FALL NOT
CALIFORNIA BUILDING CODE (CSr_),
2. CONTINUOUS AND PAD FOOTINGS SMALL Maw Of arty
BELOW MINIMUM (SEARINGDEPTH. MINIMUM
DEPTH 1$ 12- BELOW Roww PAD GRADE JAcENT
FINISHED GRADE, U9410WEVER 16 GREATER
I ALL FOOTINGS AND FOOTING FiEtWop H
INSPECTED BY THE BUILDING DiEpART�=T 1115R
PMRNG CONCRETE.
4. ALL WATER SHALL 95E REMOVED FROM FJJ�4R*-
EXCAVATIONS MIOR To POURING OQNC4.%,_TiE.
/0"W '00stiff %!rvW/4- AVV�
24X 41
/A 4910 607 o~vl d- /A%OdO
/""AO /Zf Pf->T 0iV^A"4VAL-7
F E S,-
VAUD ONLY iF SIGNED
IN RED
2005
X 6 2
IV/^+ w-'X110-40 ^W
INSTALLATIO , N _'O_F-A-S1EMEtVS ESPREE MRI TO
1401 N. TUSTIN AVE., SUITE 170, SANTA ANA,, CA
FOR OPEN SYSTEM IMAGING
SHEET 2 of 2
TYPICAL
WALL SECTION