HomeMy WebLinkAbout10148917.pdfN
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1. NO CHANGES ARE TO • Ai TO THESE PLANS• •' i AND WRITTEN CONSENTOF THE ENGINEER OR
ARCHITECT.
2. ALL DIMENSIONS CONTROLLED BY EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR AT THE SITE.
3. CONSTRUCTIONS AND MATERIALS SHALL COMPLY WITH AND BE INSTALLED IN ACCORDANCE WITH ALL THE REQUIREMENTS OF
ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES HAVING JURISDICTION, INCLUDING ALL COUNTY AND LOCAL ORDINANCES, AND THE
SAFETY ORDERS OF THE STATE INDUSTRIAL ACCIDENT COMMISSION, OSHA.
60.00' 4. GENERAL CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY ALL GRADES. DIMENSIONS, AND CONDITIONS PRIOR TO BIDDING
AND COMMENCING CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL WORK,
INCLUDING THAT OF ALL SUB --TRADES. GENERAL CONTRACTOR SHALL NOTIFY ENGINEER AND ARCHITECT IMMEDIATELY OF ANY
DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS.
5. ALL WORK PERFORMED SHALL CONFORM WITH THE REQUIREMENTS OF THE UNIFORM BUILDING CODE (LATEST ADOPTED EDITION),
2001 CALIFORNIA BUILDING CODE OR OTHER APPLICABLE GOVERNING CODES AND/OR LOCAL BUILDING ORDINANCES.
BACKYARD 6. ALL SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS ACCUMULATED AS A RESULT OF THEIR
OPERATION. ALL SCRAP, DEBRIS, AND OTHER EXCESS MATERIAL SHALL BE REMOVED FROM THE BUILDING SITE.
7. THE OWNER SHALL HAVE THE RIGHT TO MAKE CERTAIN CHANGES IN THE WORK AND THE CONTRACT AMOUNT SHALL BE
ADJUSTED ACCORDINGLY. HOWEVER, THE GENERAL CONTRACTOR SHALL NOT PROCEED WITH ANY CHANGES WITHOUT THE
WRITTEN APPROVAL OF THE OWNER.
B. ALL MATERIALS SHALL BE FURNISHED AS SHOWN HEREIN UNLESS EQUAL ALTERNATES ARE APPROVED IN WRITING BY THE
ollCDll 5'-0" OWNER.
101
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16' -0"
CONSTRUCT
NEW 4"
r-
P.C.C.
MEANDERING
�y
WALKWAY
I
CATALINA AVE.
z's"ITE PLAN
�f4.
SCALE:1 "-10'-0"
n<,
#y! 5
CITY OFSAT AA GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 201 CALIFORNIA BUILDING, PLUMBING, MECHANICAL ANAD
ELECTRICAL CODES, AND LOCAL ORDINANCES.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS.
3. ULTIMATE CONCRETE STRENGTH TO BE 2,500 P.S.I. 0 28 DAYS.
4. LUMBER: USE DOUGLAS FIR COMMERCIAL GRADE #1 FOR ALL POSTS AND 6X AND LARGER BEAMS AND
COMMERCIAL GRADE #2 FOR ALL 4X AND SMALLER. ALL LUMBER SHALL BE GRADE MARKED.
5. IT SHALL BE THE RESPONSIBILTY OF THE CONTRACTOR TO LOCATE ALL EXISITING UTILITIES, AND TO PROTECT
THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION
WITH THE PROSECUTION OF THIS WORK.
6. COMPLIANCE SHALL BE MADE WITH THE STATE'S ENERGY CONSERVATION REQUIREMENTS. FILE REQUIRED
DOCUMENTATION ON THE DRAWINGS.
7. DRAWINGS AND WORK SHOW COMPLIANCE WITH GENERAL AND CONVENTIONAL CONSTRUCTION REQUIREMENTS OF
CBC SECTIONS 2320 AND CHAPTER 18 FOUNDATION REQUIREMENTS.
9. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND PROVIDING BRACING DURING CONSTRUCTION AND/OR
FRECTION TO SUPPORT ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED.
10. IF APPLICABLE. ANY i THE WORDS;f.fi APPROVED, if APPROVAL DOCUMENTS SHALL BE HERE
IfFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOTi 'A i` AND/OR !- CONTRACTOR3
#,F ANY LIABILITY IN FURNISHING THE REQUIRED MATERIALS OR LABOR SPECIFIED.
11. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT STRUCTURE
"* AND ii NOT INDICATE
ii OF
CONSTRUCTION. i w, i' SHALL SUPERVISE AND DIRECT THE WORKAND SHALL BE SOLELY'i t'
MEANS,CONSTRUCTION iiTECHNIQUES,i AND PROCEDURES, INCLUDING, BUT i TO BRACING AND
t'
12. OBSERVATION i, THE SITE BY FIELD REPRESENTATIVES OF NOT iINSPECTIONS
OF PROTECTIVE MEASURESOR THE CONSTRUCTION PROCEDURES. ANY SUPPORT•. i BY THE ARCHITECT
i« ENGINEER DURING THE CONSTRUCTION DISTINGUISHED FROM CONTINUOUS i DETAILED INSPECTION
WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ARCH ITECT/ENGI NEER, WHETHER OF
MATERIAL OR WORK,AND FOR THE PURPOSE OF ASSISTING IN QUALITY i -,i AND ACHIEVING CONFORMANCE
CONTRACT DOCUMENTS,ii NOT GUARANTEE
CONTRACTOR'S PERFORMANCE AND SHALLi CONSTRUED AS SUPERVISIONi
COVSTRUCTION.
13. IT IS THE RESPONSIBILITY OF THE FRAMING CONTRACTOR, HIS AGENT OR THE GENERAL CONTRACTOR TO VERIFY ALL FIELD
WIMENSIONS, FIELD CONDITIONS, THE LENGTHS OF ALL SPANS FOR BEAMS, PURLINS, FRAMING ROOF AND CEILING AND ANY
FLOOR MEMBERS THAT MAY BE INVOLVED IN THIS PROJECT, THE HEIGHT OF ANY MEMBER THAT IS USED IN FORMING THE
DRAINAGE PATTERN AND ALL CONDITIONS THAT PERTAIN TO ANY MEMBERS, NEW OR EXISTING. CONTRACTOR SHALL VERIFY THE
NEW AND EXISTING CONDITIONS* DRAWINGS • i■ TO THE ORDERING OF ANY MATERIALS.
14. ALL NEW PLUMBING WALLS SHALL HAVE A MINIMUM 2 X 6 STUDS FOR THE WET WALL OR UTILIZE THE SPACE IN EXISTING
WALL CONDITIONS. IF ANY EXISTING STUCCO IS FOUND BY THE CONTRACTOR IN THE FIELD(AFTER PERMITTING) TO HAVE LOST ITS
POND TO THE FRAMING,OR IS BOWED AWAY •iFRAMING,OR IN GENERAL LOOSE, THEN THE CONTRACTOR SHALL MAK&
THE REPAIRS OF THE STUCCO. THIS SHALL BE TYPICAL FOR ALL STUCCO AND PLASTER WALLS, SOFFITS, RETURNS AND ANY
4THER CONDITIONAND DOES EXIST. IF THE CONTRACTOR FINDS MOREDAMAGE i TO STUCCO AT THE
TIOINT OF REPAIR OF ANY CRACK OR THE STUCCO AFFECTED SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND
SHALL BE
REPAIRED CONTRACTOR.
ALL ■if i CEMENT EXTERIOR STUCCO AND INTERIOR
PLASTER SHALL
THICK OVER WOVENOR WELDED WIRE* (UNBLOCKED) LONG,DIAMETER* i NAILS
OR 16 GAUGE STAPLES HAVING 7/8 INCH LONG LEGS PLACED AT 6 INCHES ON CENTER OVER 15# ORGANIC FELT ATTACHED
]PIRECTLY TO THE FRAMINGTWO LAYERS OF ORGANIC i IF THE APPLICATION IS OVER
• iii SHEATHING.i SHALL HAVEi.■■iSION -RESISTANT WIRE MESH WEEP SCREEDS * MINIMUM OF • INCHES ABOVE
GRADE AT THE BOTTOM OF WALLS AND SHALL BE VERIFIED AT ANY AREA THAT CREATES AN ENCLOSED AREA OR SOFFIT AREA.
OF EXPANSION JOINTS ARE EXISTING, THE CONTRACTOR SHALL MATCH THE EXPANSION JOINTS AT THE AREA OF NEW WORK.
VERIFY WITH THE DRAWINGS IF ANY OTHER EXPANSION JOINTS ARE REQUIRED.
15. THE CONTRACTOR SHALL INSPECT AND INSURE THAT ALL THE REPAIRS/BUILDING ARE MADE TO THOSE AREAS NOTED ON
THE DRAWINGS AND SPECIFICATIONS. ANY ADDITIONAL DAMAGE CAUSED BY THE CONTRACTOR PROVIDING THE REPAIRS/BUILDING
SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND SHALL BE REPAIRED BY THE CONTRACTOR.
16. REPLACE ALL DAMAGED INSULATION WITH R-13 INSULATION IN THE WALLS AND WHERE DAMAGE EXISTS TO THE INSULATION.
THE CONTRACTOR SHALL MATCH THE EXISTING INSULATION R-VALUES AND SOUND RATING USING RESILIENT CLIPS TO MATCH
EXISTING IF THEY ARE PRESENT IN THE EXISTING CONSTRUCTION. ALL DAMAGED UNDER FLOOR INSULATION AND ATTIC
UNSULATION SHALL REPLACED
r. ] `• UNDER FLOOR AND r # IN ATTICS. PROJECT z.. AREA
A WHERE
THERE IS SNOW THAN THE INSULATION REQUIREMENTS ARE DIFFERENT THAN THOSE STATED. ALSO SEE THE TITLE-24 ENERGY
ICALCULATIONS FOR ADDITIONAL i REQUIRED !. * * * i, ARE REQUIRED.
17. NO CONSTRUCTION S■ iN IS INCLUDED IN THE WORK BEING PERFORMED i IS NOT PART OF i' w; OR
STRUCTURALSERVICES THAT ARE BEING PROVIDED. IF SITE CONSULTATION IS REQUIRED, A FEE SHALL BE CHARGED FOR THAT
CONSULTATION. NO STRUCTURAL MEMBERS SHALL BE CUT FOR PIPES, VENTS, DUCTS AND OR OTHER SIMILAR OPENINGS OR OTHER
�TEMS SUCH AS CONNECTORS ANY TIME WITHOUT APPROVAL
OF ■: OF RECORD.
18. THE CONTRACTOR SHALL DETERMINE IF HE/SHE SHOULD DISCONNECT ANY AND/OR ALL EXISTING UTILITIES ON THE SITE
JNLESS THE OWNER SIGNS A WRITTEN AUTHORIZATION TO LEAVE SAID UTILITY LINES. IF REQUIRED FOR THIS PROJECT, THE
*WNER OR CONTRACTOR OR SUB -CONTRACTOR * * AND ELECTRICAL PLANS i CALCULATIONS
AS REQUIRED OR COUNTY OF i•i BUILDING DEPARTMENT FOR APPROVAL
PR PRIOR TO INSTALLATIONS.ALL
MECHANICAL,i ELECTRICAL OR ANY OTHER SPECIAL ENGINEERING,i ANY CALCULATIONSOR DRAWINGS,
AND SUBMITTED TO THE CITY i• COUNTY OF RECORD FOR PLAN CHECKING AND PERMITS PREPARED AND PULLED B
SHALLTHE OWNER, THE CONTRACTOR, OR SUB -CONTRACTOR. ALL PLAN CHECK, GOVERNMENTAL FEES OR ANY OTHER FEES THAT
+i i AS RESULT i REPAIR/BUILDING
•* •i i• FOR ANY ITEM THOSEi A ON DRAWING
CONTRACTSHALL BE PAID BY THE OWNER OR CONTRACTOR BASED ON THE INSURANCE POLICY INCLUDING THE PERMIT FEES OR THE
AND CONTRACTOR.
SURFACES WITHIN 6 FEET OF KITCHEN SINK, OR ANY OTHER REQUIRED AREAS AND IN GARAGES IF INCLUDED IN THIS WORK.
■,.i, i i INCH HIGH NON -ABSORBENT* ADJACENT i SHOWER AND APPROVED SHATTER- RESISTANTx A it
SHOWERi
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may. � ? �...., �:. —i. � .. �`
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�-"CHECKED
DATE: 6-20-05
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ZONE:`
ASSESSORS PARCEL NO.: 396-102-11
LEGAL DESCRIPTION: i LOT 11
i
•### SQ.F
BUILDING
EXISTING LIVING=
1,639 i
NEW ROOM ADDITION=
278 SO.FT.
i
EXISTING GARAGE=
436 i .FT]
i
i
>.i
SCOPEOF ••
ALL i MATCH EXISITING
- EXTEND EXISTING LIVING •ii
- RELOCATE DINING ROOM
REMODEL EXISTING KITCHEN AND LIVING 'ii; l
REMODEL TOTAL SQUARE{
TRUSS MANUFACTURER:
CABO TRUSS CO.
6270 CHABOURNE AVE.
RIVERSIDE, CA. 92505
ATTN: MR. CARLOS FUENTES
(951) 359-8672
04001
NolimmINIUMPTI
1 AMINSOU'l, 1 11 ill DOI
a
0
II II I�
I� li
k F
1 kl
I 11
CONSTRUCT
1 11 � kk
k k lk
k 11 k kk
kk
k1 k k TE LANDING EVEN WITH
k FINISHED FLOOR AND k
k k
1 (k TONSID WALK ELEVATION. y__
1 k k (STEPS NOT TO EXCEED
k k 8" IN HEIGHT") "1
6
-Tf=
k I C$4 yp
Xl� XiProlgXj�X�
k k N V
k k
:8
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k
k 1 s SS
1 1
1 1
k k
k k II
k k
1 1
k k
I k
k k
k k �t�1s
k k SS���6
k k �
k k 0
k
E SSW)
1111912� , 19,M, ISO
10
I
9_^44
4" THICK MIN. WITH #3 BARS
Q 18"oc, EACH WAY PLACED
MID —HEIGHT IN SLAB OVER
1" SAND OVER 10 mil.
k VAPOR BARRIER OVER 2"
SAND OVER 90% COMPACTED
SUBGRADE.
3 1 R
L . . _ . . P _ .4
0 AB's @ 36" cc 5/e 0 AB's @ 36"cc
L
EXTEND SLAB FOR FIREPLACE
SHROUD TO BE FRAMED OUT
F�
MAI
11
J
UNIFORM
1. ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF
THE BUILDING CODE.
2. ALL CONCRETE SHALL ATTAIN A STRENGTH OF 2500 PSI AT
28 DAYS. •
3. ALL CEMENT
1 TO
BE TYPE I i.. TYPE 11 OF ASTM—C-150.
4. DRYPACK TO BE i • r OF PART PORTLAND CEMENT TO
NOT
. MORE
.f THREE PARTS
A • SAND.
5. CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY WET FOR
10 DAYS OR BY AN APPROVED CURING COMPOUND (U.N.O.).
6. ALL REINFORCING STEEL, ANCHOR BOLTS AND OTHER INSETS TO
BE
ACCURATELY PLACED
} } • SECURED
1. • THAT THEY WILL
•
DISPLACED.BE
ENGINEER,7. ALL CONSTRUCTION JOINT LOCATIONS TO BE APPROVED BY THE
IF NOT• r ON DRAWINGS.
ELEC"TRICAL PLAN
1► Y - •
CEILING OUTLINE
CEILING OUTLINE
j.----HARD VARED
kSMOKE DETECTOR
(TYP. 2)
k
1. r-
E� D . i� r 5
�� Hai:• �� Ilr�
1. FOUNDATION EXCA. ; SHALL BE GRADE1 CLEANED OF
ALL LOOSE SOILS AND OBJECTIONAL MATERIAL.
2. USE 5/8"0 x 10" ANCHOR BOLTS (AB) 0 48" O.C. WHERE NOT OTHERWISE
NOTED. ANCHOR BOLTS ARE TO BE TIED IN PLACE• • PLACEMENT
OF •
REINFORCING3. PRIOR TO POURING CONCRETE, FOUNDATION EXCAVATIONS AND
INSPECTED
i BY THE BUILDING
INSPECTOR.
f i
TYPICAL4. SEE SHEET SD-1 FOR GENERAL NOTES AND TYPICAL DETAILS.
5. SLAB -ON -GRADE
4" THICK MIN. WITH #3 BARS,O 18"ocdVEACH WAY PLACED
MID -HEIGHT IN SLAB OVER 1 ' SAND ER 10 mil. VAPOR
BARRIER OVER 2" SAND OVER 90% COMPACTED SUBGRADE.
• TYPICAL GARAGE
SAME AS ABOVE. VAPOR BARRIER MAY BE OMITTED.
7. SEE FOR TYPICAL INTERIOR NON -BEARING
E TO•ANCHORAGE. i �
E
■- INDICATES SIMPSON• 1• • 21
E
• FOUNDATION SILL PLATES SHALL BOLTED • THE FOUNDATION
WITH 5/8" DIAMETER STEEL ANCHOR BOLTS
EXCEEDEMBEDMENT OF 7" INTO THE CONCRETE. ANCHOR BOLT SPACING
SHALL NOT r OF
BOLTS PER PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12"
OR LESS THAN FROM 1 OF
THICK PLATE WASHERS FOR EACH ANCHOR BOLT. 3x SILL PLATES
MAY OCCUR. ADJUST BOLT LENGTH AS REQUIRED.
• HOLDDOWN HARDWARED IN PLACE
PRIOR TO FOUNDATION INSPECTION.
SYMBOL
DESCRIPTION
-`
Recessed Ceiling Light
E V.p,
Vapour Proof Light Fixture
u
Ceiling Exhaust Fan
no
Neat Lamp Fan Combination
-0-
Wall Incandescent
120 Volt Duplex Outlet
240 Volt Outlet
Switch
{
Smoke detector
=�
120 Volt Duplex Outlet
Ceiling incandescent
EWail
Incandescent
GFI
120 Volt Duplex Outlet wj
Ground Fault Interrupter
Ceiling Fan
Threeway Switch
3
W f P
WEATHER—PROOF
ALL LEGEND
EXISTING WALL
EXISTING WALL TO BE REMOVED
NEW WALL
1
r
Y_ ra J RIVA TkAva- I
A I I 1 t. Or-11IJ
SHEET 2 OF
7 SHEETS
I
4' -0"
2'-0"
i}
/99 -,y 9E
O
°'
NEW LIVING ROOM
o
1
;,�
(�j
`i
NEW DINING ROOM
i�
I
"
�
NEW EXTENSION
ao
�°°v
�
TO KITCHEN
LO
I
y E,
2'-0"
NEW BENCH/HEARTH AREA IN
2'-0"
NEW 2'-0" WIDE CABINETS WITH (3)
FRONT OF FIREPLACE FOR
ENTIRE LENGTH OF NEW WALL
LNEW EXTERIOR WALL AT SOUTH
END OF NEW LIVING ROOM
rAVA 0 l VLUMNZo AUVVt IU JtrAKAit NLW WALL W/ I-UC KLI �,LIUIN`tj UVVKa btIWtLN
NEW LIVING ROOM AND DINING ROOM NEW DINING ROOM & KITCHEN EXTENSION
EXISTING EXTERIOR
WALL TO BE REMOVED
NE & VALVE
)T 12" ABOVE
'XTERIOR
+ I
j • i; ' 1 i
r X i
1�L
C EXISTING WALL
;sue. FYs EXISTING WALL TO BE REMOVED
O/
0twul
INTERIOR NEW LIVING ROOM AREA DINING ROOM KITCHEN BATHROOM MASTER BATHROOM
FINISHES
CARPET CARPET 18' 18" PORCELAIN TILE 18"X18" PORCELAIN TILE 18"X18" PORCELAIN TILE
FLOOR SEE FLOOR PLAN NOTES FOR DETAILS SEE FLOOR PLAN NOTES FOR DETAILS SEE FLOOR PLAN NOTES FOR DETAILS SEE FLOOR PLAN NOTES FOR DETAILS SEE FLOOR PLAN NOTES FOR DETAILS
ii! ti,•t
BASE
iit BASE BOARD i!! Ci •� ii! Ci "!
PAINTED SMOOTH FINISH 5/8" GYP BOARD PAINTED SMOOTH FINISH 5/8" GYP BOARD WATER RESISTANT GYPBOARD/ WATER RESISTANT GYPBOARD/ WATER RESISTANT GYPBOARD/
CERAMIC TILE OVER 1 /2" CERAMIC TILE OVER 1 /2" CERAMIC TILE OVER 1 /2"
WALLS DUROCK OR EQUIVALENT DUROCK OR EQUIVALENT DUROCK OR EQUIVALENT
TILE BACKER BOARD TILE BACKER BOARD TILE BACKER BOARD
ENAMEL PAINTED 5/8"
CEILING SMOOTH FINISH
GYPBOARD, SCREWED
ENAMEL PAINTED 5/8"
SMOOTH FINISH
GYPBOARD, SCREWED
CEILING I 8'-0" SOFFIT AND 9'-0" RECESSED CEILING 8'-0" SOFFIT AND 9'-0" RECESSED CEILING
HEIGHT
ENAMEL PAINTED 5/8"
SMOOTH FINISH
GYPBOARD, SCREWED
7'-7" SOFFIT AND 8'-4" RECESSED
CEILING
ENAMEL PAINTED 5/8"
SMOOTH FINISH
GYPBOARD, SCREWED
lffi7ii
ENAMEL PAINTED 5/8"
SMOOTH FINISH
GYPBOARD, SCREWED
mm
DOOR SCHEDULE
HARDWARE
MARK
QTY.
TYPE
SIZE
MFR
MANUFACTURER
REMARKS
1
DOUBLE FRONT DOORS
6'-0" x 7'-8"
SEE FLOOR PLAN NOTES
SEE FLOOR PLAN NOTES
SEE FLOOR PLAN NOTES
6
INTERIOR
1 3/4" x 2'-8" x 6'-8"
SEE FLOOR PLAN NOTES
SEE FLOOR PLAN NOTES
6-PANEL RAISED HOLLOW CORE DOORS
1
SLIDING POCKET DOORS
1 3/4" x 2'-8" x 6'-8"
SEE FLOOR PLAN NOTES
SEE FLOOR PLAN NOTES
SEE FLOOR PLAN NOTES
DATE: 6-20-05
SCALE: 1 /4"=1'-0
FLOOR PLAN CONSTRUCTION
®
t. i• ii i' ..(CHROME
t= •' .EPICUREVENT ! it CHROME
;;DACOR MICROWAVE (DMT2420), STAINLESS
®
IVINOTEMP180—BOTTLEWINE CELLAR (VT-180), STAINLESS
iCABINETRY FOR KITCHEN, ISLAND, AND DINING ROOM CABINET-
i DEPOT: AMERICAN Wi i! •, • SQUARE
�MAr LE WHITE
IiGRANITE-
KITCHEN COUNTERS, ISLAND, COUNTERBETWEEN
DIN ING ROOM AND LIVING 'ii OWNER TO DETERMINE
FRONT BAIHROOM - REMOVE COUNTERTOP, SINK, AND
,FAUCET, REPLACE WITH NEW COUNTERTOP,
HOMEOWNER)1FAUCET. (SEE
ti*ING - REMOVE ALL EXISTING FLOOR
KITCHEN, FAMILY ROOM, FRONT BATHROOM, HALLWAY, �ND
iLAUNDRY ROOM REPLACEWITH PORCELAIN TILE -;
BE DETERMINED BY OWNER CARPET IN DINING •ii
•ti, TO BE DETERMINED
,'MASTER BATHROOM - REMOVE COUNTERTOP, SINK, AND
,FAUCET, REPLACE WITH NEW COUNTERTOP,
_ REMOVE ! REPLACE THE EXISTING WALL TILE
FLOOR
• r
MANUFACTU
wTi 1~
1. CERTAINTEED LANDMARK 30 - RESAWN SHAKE (DIMENSIONAL)
2. HOME DEPOT (SEE HOMEOWNER FOR SPECIFIC FORMULA) BEIGE: (EGGSHELL)
MAROON: (EGGSHELL)
EXTERIOR PAINT
4. DUNN EDWARDS (SEE HOMEOWNER FOR SPECIFIC FORMULA)
FIREPLACE
4. STONE FACE (CULTURED STONE TO BE DETERMINED) HEARTH (CULTURED STONE TO BE
DETERMINED) RELOCATE EXISTING LOGS TO NEW FIREPLACE; REGULAR SCREEN (NOT
GLASS)
DOORS & MOLDINGS
5. FRONT DOORS (TO BE DETERMINED) POCKET DOORS WITH FROSTED GLASS INSERTS
BETWEEN KITCHEN & DINING ROOM (TO BE DETERMINED)
6. REPLACE TRIM MOLDING AROUND DOORWAYS TO MATCH AND REPLACE INTERIOR DOORS
WITH 6-PANEL RAISED HOLLOW CORE DOORS. RETAIN HANDLE HARDWARE BUT REPLACE
HINGES. HALL CLOSET, LIBRARY, FRONT BATHROOM, MASTER BEDROOM, MASTER
BATHROOM, SECOND BEDROOM, LINEN CLOSET (OWNER SUPPLIED)
7. ADD 6-PANEL RAISED HOLLOW CORE DOOR BETWEEN LAUNDRY ROOM AND HALLWAY.
HANDLE HARDWARE: SCHLAGE LIGHTING
8. RECESSED CAN LIGHTS IN KITCHEN & LIVING ROOM TRIM AND LIGHT TO MATCH
EXISTING THROUGHOUT HOUSE (SEE HOMEOWNER FOR EXACT LOCATIONS)
SPEAKERS
9. RELOCATE SPEAKERS TO LIVING ROOM (SEE HOMEOWNER FOR EXACT LOCATIONS)
lil
INTERIOR SEC"T10"N A -A
SCALE: 1 f +•
j
1
12t
j�
6 I �,,-
0
0
5CA..Ee1/4, .111'-
1/2" PLYWOOD SHEATHING W/ 30# FELT
ASPHALT SHINGLE ROOF TO MATCH EXISTING
-- ENGINEERED TRUSS BY OTHERS
-R-30 INSULATION SEE STRUCTURAL DETAILS
• RAISED CEILING
WHERE IT OCCURS
2X FASCIA 8D.
2X BLOCKING
-. 2X4'S 0 16" D.C.
R 13 INSULATION (EXT.WALLS) TYP.
-CONC. SLAB PER 7/8" STUCCO PLASTER OVER WIRE LATH
FOUNDATION PLAN (FINISH PER OWNER'S REQUEST)
A/rll_
SEE FOUNDATION PLAN (TYP.)
I I II II II
I
i
IL � �I
I
I II
I
F_ RIDGE
I
EXISTING
I I
2,C00'
I ATTIC AGCESS II I I)
I ( I
I II I II
I
i l
(
i
j I
I
I
LI _
SC LE. , //1," =1 '.,..v
tl
I I I
�I
I(
C1_
I I
S
4X4 HDR
1
a- NON -BEARING
OQ
i
I FRAME OUT 20"(W) X 36"(H) OPENING ON
EXISTING ROOF TO CREATE ATTIC ACCESS T�
I TO NEW ADDITION PER CBC SEC. 15005.1. _
00
I
1T/..�.�
I e T
I 4 -617
I 15
8:12 ROOF PITCH
(TYP. U.N.O.)
44
I
I ' i
I
0
SYMBOL LEGEND
TRIMMER LEGEND
INDICATES SPAN AND DIRECTION OF
JOISTS.
2T -
DBL TRMR 4T - 4x4 TRMR
6T
- 4x6 TRMR
ROOF RAFTERS OR ROOF
NOTE:
SINGLE TRIMMERS ARE ASSUMED AS A
MINIMUM AND ARE NOT
CALLED OUT SPECIFICALLY ON
PLAN.
(-- RUSSESS SPAN AND DIRECTION OF
FRAMING NOTE LEGEND
--e INDICATES BEARING WALL
AJ -
ALIGNMENT JOIST w/ E.N.
DT - DRAG TRUSS w/ E.N.
FRAMING LEGUND
AT -"
ALIGNMENT TRUSS w/ E.N.
GT -- GIRDER TRUSS
-
SIMPSON STRONGWALL
3 DESIGNED WOOD TRUSSES BY OTHERS; SEE
STUD
CI n d POST LEGEND
APPROVED TRUSS SHOP DRAWINGS FOR SPACING
2x8 SLOPED ROOF RAFTERS 0 16"oc
� -
2X STUD 44 - 4x4 POST
2 -
(2) 2x STUD 46 -- 4x6 POST
q�7�Ffr
LIGHT AND VENTILATION NOTE:
LlGI-T ND `,;E4.1TIL ATI0 ShAILL BE f' R LvBC SEC.10N
1202. 'C"'FF 15 FJ,' OF OIJTS!DE kR P P\
OCC U 'A 1"i` .S" FOR V N . I LA 0:`'1
SEE SHEET SW2 FOR STACKED REFER TO THE CURRENT SEE SHEET SW2 FOR STACKED
STRONG -WALL REQUIREMENTS. SIMPSON CONNECTOR CATALOG STRONG -WALL REQUIREMENTS,
"SRAM' 4r 'SYMO-0TA'
FOR SSTS INSTALLATION AND PLATE
REBAR LENGTH REQUIREMENTS
EMBED LINE ' ' 'Mm STRONG WALL TM
HOOB N/LOOWN �
ONE 14 REBAR ,Tsc.waaxT. SINGLE STORY WALLS
AS f=,A:EO tVR Sala
YIEW
A -A
i NUT AND
a
I PtATE WASHER
NOTE -
COLD
USE SMB34 A& IF � ` a . a a : a .a . ' j A
JOINT EXISTS
AT AND
AT SLAB
INTERFACE. A d ¢ a
D THREAI
' Off' aP,i
EW!
PENUT SCREENSa T
U
. a . •4 ._ _ i �r-'`\,YIS181E i0R INSP.
4.'
4 _ -
a.. ••4 _-- 4 a • a. 4.
n a.• .
a • a G-Wa.l PAST 4 ; .. °' '<yT'ANC/AETE EMBED 4 d
'A'- SNO SHOE RIDAMED �. . , a
a ` FOUNOATIGN CUJ4T�i SSiH29.
(O!UN OBY OTHEJ6) x d a
SST® ANCHORAGE (SLAB ON "10 1 STANDARD WALL SILL 3
ROOF FRAMING e -
_ (�Y
A35 FRAMING ANCHOR.
(OFSION BY OTHERS)
__� 0DL TDP Purer
RAISED FLOOR STANDARD
MAIL 71W STRONG -WALL � ,� i �/ �� STRONG -WALL
-"-ar@DNG-waL TOP PLATES
F "
�LAH ON GRADE
WOOD FLOOR
TOP PLATE CONNECTION 6 SINGLE STORY STRONG -WALL ,1
5/8' DIA. SSTB28
it MUDSILL A.B.
NOTE: SSTB28 ( NOTE
ALL N�ECESSARY HARDWARE, FOR LEI REFER TO THE CURRENT SIMPSON
Y X T RANEL INSTALLATION IS 1" MAX. CONNECTOR CATALOG FOR
PRE -ATTACHED OR PROVIDED. EXCEPT
FOR TEMPLAi£ AND ANCHOR BOLTS. TEMPLATE SELECTION CHART,
TOP OF
CONCRETE 1. STRONG -WALL SHEARWALL IS MANUFACTURED AND TRADEMARKED BY
SIMPSON STRONG -TIE COMPANY,D",
e HOME OFFICE: 4120 DUBLIN BLV„INC j400, DUBL.IN, CA 94568
TEL. (800) 999-5099, FAX: (925) 875-0526
- - - "SIMPSON STRONG -TIE COMPANY, INC. IS AN ISO 9001 REGISTERED
COMPANY.
SWT EXTERIOR TEMPLATE
swo FORS (FOR 2x FORM BOARDS)
ALLOWABLE 2. INSTALLATION OF PRODUCT SHALL BE DONE IN STRICT
OPENINGS CONFORMANCE TO THESE DRAWINGS AND THE STRONG -WALL
INSTALLATION GUIDE, T-SWGUIDE. MODIFICATIONS TO THIS
PRODUCT AND ASSOCIATED SYSTEMS OR CHANGES IN THE
INSTALLATION METHODS SHOWN ON THESE DRAWINGS AND THE
INSTALLATION GUIDE SHOULD ONLY BE MADE BY A QUALIFIED
ARCHITECT, CIVIL, OR STRUCTURAL ENGINEER. THE PERFORMANCE
OF SUCH MODIFIED PRODUCTS OR ALTERED INSTALLATION
PROCEDURES IS THE SOLE RESPONSIBILITY OF THE DESIGNER.
= REFER TO I.C.B.O. PFC-5485 FOR FURTHER INFORMATION.
5/B" DIA,
MUUDSILL A.B. SSTB28
- - ; SSTB28 r
(f; 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS,
p ELEVATIONS, ETC, PRIOR TO INSTALLATION OF ANY COMPONENTS FOR THE
STRONG -WALL SYSTEM, IF ANY DISCREPANCIES ARE FOUND, THEY SHALL
BE BROUGHT TO THE ATTENTION OF THE PROJECT ARCHITECT, PROJECT
n ENGINEER OR BUILDING DESIGNER FOR CLARIFICATION PRIOR TO CONSTRUCTION.
t 4. THE CONTRACTOR SHALL VERIFY THE POSITION OF THE STRONG -WALL IN
RELATION TO THE REST OF THE BUILDING SYSTEM AS SHOWN ON THE PROJECT
TOP OF
1 _ I� EMBED LINE AT CONCRETE DRAWINGS.
TOP OF CONCRETE
_ 5. USE OF THIS PRODUCT 15 SUBJECT TO THE APPROVAL OF THE LOCAL
BUILDING OFFICIAL.
STANDARD STRONG -WALL MODELS
MODEL
NO.
W (in)
H (In)
T (in)
NUMBER OF
MUDSILL
ANCHORS
HOLDOWN
ANCHOR
BOLTS
ASSEMBLED
WALL
WEIGHT
(!ba)
SW78x8
18
93 1/4"
3 1/2
2-5/8'0
2-SSTS28
85
SW24x8
24
93 1/4,
3 1/2
2-5/8"4
2-SSTB28
91
SW32x8
32
93 1/4"
3 1/2
2-5/8'0
2-SSTB28
116
SW48x8
48
93 1/4"
3 1/2
3-5/8"0
2-SSTB28
149
SW1Sx9
18
105 1/4"
3 1/2
2-5/8'0
2-SSTS28
94
SW24x9
24
105 1/4"
3 1/2
2-5/8'0
2-SSTB28
101
SW32x9
32
105 1/4'
3 1/2
2-5/8"0
2-SSTB28
128
SW48x9
48
105 1/4"
3 1/2
3-5/8'0
2-SST828
165
SW24x10
24
117 1/4'
3 1/2
2-5/8"0
2-SST828
111
SW3200
32
117 1/4'
3 1/2
2-5/8'0
2-SSTB28
134
SW4800
48
117 1/4"
3 1/2
3-5/8"0
2-SST828
171
SW24x12x6
24
141 1/4'
5 1J2
2-5/8'0
2-SSTB28
167
SW32x12x6
32
141 1/4"
5 1/2
2-5/8"0
2-SST1328
201
SW48x12x6
48
141 1/4'
5 1/2
3-5/6.0
2-SSTB28
256
SWTI INTERIOR TEMPLATE
(FOR 2x4 ABOVE CONCRETE) 6. THE BUILDING STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH THE
LATEST ADOPTED VERSION OF THE UNIFORM BUILDING CODE AND ANY OTHER
LOCAL, STATE OR FEDERAL REQUIREMENTS THAT MAY APPLY. VERIFY DESIGN
REQUIREMENTS WITH THE LOCAL BUILDING DEPARTMENT.
5/8' DIA. SSTB28 7. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM
SSTB28 MUDSILL A.B. OF THE STRUCTURE. DESIGN OF THE BUILDING'S LATERAL FORCE RESISTING
SYSTEM, INCLUDING A COMPLETE LOAD PATH NECESSARY TO TRANSFER LATERAL
FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE
DESIGNER.
8. SIMPSON STRONG -TIE COMPANY, INC. RESERVES THE RIGHT TO ORANGE
• SPECIFICATIONS, DESIGNS AND MODELS WITHOUT NOTICE OR LIABILITY FOR
SUCH CHANGES.
T
TOP OF S. ALL HARDWARE CALLED OUT IS SIMPSON STRONG -TIE.
CONCRETE SWTPF TEMPLATE
(FOR PLYWOOD PANEL FORMS)
SEE SHEET SW2 FOR STACKED
STRONG -WALL ANCHOR BOLT
REQUIREMENTS.
fs •
SINGLE STORY STANDARD 14 STRONG -WALL TEMPLATES 13 NOTES 15
DELTA REVISIONS BY DATE DRAWN BY:
WALL LEGEND CHECKED BY:
HCP2
C ___ EXISTING WALL DATE: 6-20-05
EXISTING WALL TO BE REMOVED SCALE: 1 /4' =1'-0"
NEW WALL Alk f
1. DESIGN CRITERIA: 1997 UNIFORM BUILDING CODE & CALIFORNIA AMENDMENTS
WIND LOADS: 70 mph, EXPOSURE C,
SOIL BEARING CAPACITY: 1500 PSF
I = 1.0, SEISMIC ZONE 4, Nv=1, Na=1.
2. REFER TO FOLLOWING SHEETS FOR STANDARD DETAILS OF CONSTRUCTION.
SEE ARCHITECTURAL DRAWINGS (S.A.D.) FOR SPECIFICATIONS, MATERIALS, AND METHODS.
3. BUILDING DIMENSIONS SHOWN ARE FOR GENERAL REFERENCE ONLY (S.A.D.).
FOR ALL ACTUAL BUILDING DIMENSIONS. ANY DISCREPANCIES TO BE
BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER SO CLARIFICATION
CAN BE MADE.
4. DETAILS NOT FULLY SHOWN SHALL BE OF SAME NATURE AS OTHER
SIMILAR CONDITIONS.
5. SUBMIT ENGINEERING FOR DEFERRED APPROVAL ITEMS TO ARCHITECT FOR
REVIEW AND BUILDING DEPARTMENT APPROVAL PRIOR TO FABRICATION.
6. CONCRETE FOOTING -- f'c=2500 PSI, SLAB ON GRADE -- f'c=2500 PSI
(MINIMUM 6 SACKS CEMENT PER CUBIC YARD)
7. REINFORCING STEEL --ASTM A615, GRADE B, FY=60 KSI
HOT ROLLED STEEL SHAPES AND PLATES --ASTM A36, FY=36 KSI
STRUCTURAL TUBING --ASTM A500 GRADE B, FY=46 KSI
10-ALL STRUCTURAL STEEL TO BE RED PRIME PAINTED
1 1-COLD ROLLED STEEL SHEET, GALVANIZED --ASTM A446, FY=33 KSI
8. ANCHOR BOLTS --ASTM A36, FY=36 PSI
WELDS --E70 ELECTRODES (ALL WELDS BY CERTIFIED WELDERS)
BOLTS --ASTM A307 (5/8"0 UNLESS NOTED)
GROUT= 2000 PSI
1. TRUSSES SHALL BE CAPABLE OF TRANSFERRING A MINIMUM 2 KIP LOAD (U.N.O. ON
PLANS) FROM THE TOP TO THE BOTTOM CHORD AT THE FOLLOWING LOCATIONS:
a) ABOVE EVERY SHEAR WALL PARALLEL TO TRUSS FRAMING, INCLUDING
EVERY EXTERIOR WALL.
NOTE: GABLE END TRUSSES SHALL HAVE DIAGONAL WEBS IN ADDITION TO THE
VERTICAL WEBS REQUIRED FOR ATTACHMENT OF FINISH MATERIALS
b) AT EVERY LOCATION SPECIFIED ON PLAN AS A DRAG OR ALIGNMENT TRUSS.
2. ALL TRUSS HANGERS AND BRACING ARE THE RESPONSIBILITY OF THE TRUSS
MANUFACTURER, AND SHALL BE CLEARLY SHOWN ON THE TRUSS PLANS.
3. ALL TRUSS BEARING POINTS, INCLUDING INTERIOR WALLS AND BEAMS, SHALL
HAVE SOLID BLOCKING BETWEEN TRUSSES AS SPECIFIED BY THE TRUSS DESIGNER
AND AS REQUIRED PER SECTION 2320.12.8 OF THE U.B.C.
4. TRUSSES SHALL BE DESIGNED WITH CONSIDERATION FOR ALL SUPERIMPOSED
LOADS, SUCH AS CHIMNEY FLUE FRAMING AND MECHANICAL EQUIPMENT.
5. THE FRAMING CONTRACTOR SHALL HAVE THE BUILDING DEPARTMENT APPROVED
TRUSS PLANS ON SITE PRIOR TO FOUNDATION INSPECTION AND THROUGHOUT
CONSTRUCTION. THE TRUSS PLANS SHALL BE CONSIDERED PART OF THE
CONSTRUCTION DOCUMENTS.
TRUSS -DEFERRED SUBMITTAL
APDR ` �E D T ` SS) DRAWL GS TO E N � O SITE PRIO ���
} .l'f %I III '�C _ ON �yRA���� � GS T E ST��I`� F SI� }r D BY
4f
ES I1 " ,1 "I1 � �i�1 = SIGN � � >T�P : ��) � �s l'�� z) ��i �°t,`iaT
PL,.A. ! C', E Clr<" ` !i°; "I SPAT'- PLANS HNITO APPRO`. 7-D UILDD ,.XIG ET,
Ion
1. SEE SHEETS 6 FOR GENERAL NOTES AND TYPICAL DETAILS.
2. TYPICAL ROOF SHEATHING:
15/32" WOOD STRUCTURAL PANEL*
3216 SPAN RATING
RATED SHEATHING EXPOSURE 1
B.N.: 8d AT 6" oc 10 WHEN ROOFING SYSTEM REQUIRES,
E.N.: 8d AT 6" oc USE PLYCLIPS OR SOLID BLOCKING
F"N.: 8d AT 12" oc 6 AT ALL ROOF SHEATHING EDGES NOT
SUPPORTED BY FRAMING MEMBERS
WOOD STRUCTURAL PANELS SHALL CONFORM TO UBC STANDARD 23-2 or 23-3
3.(% INDICATES SHEAR WALL. SEE SCHEDULE HEREON. ALL NAILING
APPLIES FULL HEIGHT AND FULL LENGTH OF WALL, U.N.O.
4. SPLICE PLATES OF EXTERIOR WALLS AND SHEAR WALLS PER U.N.O.
SHEAR WALL SCHEDULE
PANEL NAIIJING-_'
•
-
SIMPSONONGWALL
:
(D S.P.N. = SOLE PLATE NAILING; USE BOX NAILS or BETTER AT SPACING
SHOWN UNLESS SPECIFIED OTHERWISE ON PLAN.
a ALL EDGES SHALL BE BLOCKED.
3" P.T. NOMINAL FRAMING SHALL BE USED AT FOUNDATION SILL PLATES (1st FLOOR)
AND 3" NOMINAL FRAMING SHALL BE USED AT ALL FRAMING MEMBERS RECEIVING
EDGE NAILING FROM ABUTTING SHEAR PANELS. PLYWOOD JOINT AND SILL
PLATE NAILING SHALL BE STAGGERED ON 3x MEMBERS.
NOTES:
a) W.S.P. INDICATES WOOD STRUCTURAL PANEL. WOOD STRUCTURAL PANELS
SHALL CONFORM TO UBC STANDARD 23-2 or 23-3.
b) NAILS FOR WOOD STRUCTURAL PANELS TO BE COMMON or GALV. BOX.
GALVANIZED NAILS SHALL BE HOT -DIPPED OR TUMBLED.
c) NAILING APPLIES AT ALL STUDS, PLATES AND BLOCKING.
d) ALL EDGE NAILING AT TOP PLATE SHALL BE TO UPPER TOP PLATE,
STAGGERING OF NAILS TO FRAMER'S PLATE IS NOT ACCEPTABLE.
e) PROVIDE EDGE NAILING TO POSTS AT HOLDDOWN LOCATIONS.
f) USE 2x STUDS 0 16" oc AT ALL SHEAR WALLS, U.N.O.
9) SEE FOUNDATION PLANS FOR ANCHOR BOLT SIZE AND SPACING.
• : NO.
2005 CATALINA AVE. 04001
FRAMING PLAN SHEET 4 OF
7 SHEETS
12
LNEW GAS VALVE STUB FOR
FUTURE BBQ
MMTMA TDIA&IM11 AD
6EC60' WOOD*- APPROX. 6" TO THE WEST WIRE LATH (COLOR AND
TRIM AND MATCH POST AND COVER WITH TEXTURE TO MATCH EXISTING)
NEW ELEVATION FAUX COLUMN WRAP
(EXACT LOCATION TO BE
VERIFIED WITH OWNER)
"ilar ��m
0NP,
EXISTING CHIMNEY
TO BE REMOVED
04
cn
7/8" STUCCO PLASTER OVER
WIRE LATH (COLOR AND
TEXTURE TO MATCH EXISTING)
EAST ELEVATION
WEST ELEVATION
WINDOW
_j
w
---SCHEDULE
z
>
<
ce
4
x
w
C3
L.-
w
8'-0* X 4!—e
I
AL
CLR
NEW LOCATION OF D(ISITNG VANDOW
6X6*—O"
I
BLOCK
FROSTED
GLASS BLOCK STRIP
2'-0* X 4!-6*
3
AL
CLR
CONTRACTOR TO VERIFY DIMENSIONS
VARIES
CLR
EXISTING VANDOWS TO REMAIN
TRENCH EXCAVATION; BACK FILL Per GENERAL NOTES, LONT. WOOD FRAME
SOILS REPORT or to 90% DENSITY GENERAL
HOOKS and BENDS r i (2-, min) 1. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE 2001 5. EACH WOOD -BASED STRUCTURAL -USE PANEL USED FOR DIAPHRAGM
ALTERNATE
ART REBARCALIFORNIA BUILDING CODE (CBC). CONSTRUCTION SHALL BE IDENTIFIED BY A REGISTERED STAMP OR
TYPICAL DOWEL ENDS BRAND or AN ICBO-APPROVED COMPLIANCE ASSURANCE AGENCY.
TYP 2. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND
ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE 6. WOOD -BASED STRUCTURAL -USE PANELS SHALL MEET THE REQUIREMENTS
min! ARCHITECT AND THE ENGINEER. OF VOLUNTARY PRODUCT STANDARD PS 2-92, "PERFORMANCE STANDARD
E FOR WOOD -BASED STRUCTURAL -USE PANELS". ALL PANELS SHALL BE
low 90*HOOK 180* HOOK
If- 3. CONTRACTOR MUST CHECK DIMENSIONS FRAMING CONDITIONS, AND GLUED WITH EXTERIOR TYPE GLUE.
Na TRENCHES BELOW
2 VERTS SITE CONDITIONS BEFORE STARTING i6RK. ARCHITECT AND THE
THESE LINES 0 = 6d for 12 to 18 INCLUSIVE EXTEND HORIZ CEMENT RASTER ON ------------ VENEER; SEE PLANS ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES 7. ALL FLOOR SHEATHING, ROOF SHEATHING AND SHEAR PANELS
L-29 0 = Eld for #9 and LARGER REBAR AROUND W. PAPER -BACKED AND ELM FOR TYPE OR POSSIBLE DEFICIENCIES. CONSTRUCTED USING WOOD -BASED STRUCTURAL -USE PANELS SHALL BE
PARALLEL TO FOOTINGS
COMM or ------ --- (0-110 TOP MR, METAL LATH (K-LATH AND EXTENT FASTENED WITH COMMON NAILS. COLLATED NAILS ARE TO BE
PIPE SLEEVE- 2" LARGER THAN 2 PROVIDE DOWELS OR EQUIVALENT) 4. CONDITIONS NOT SPECIFICALLY DETAILED SHALL BE CONSTRUCTED AS COLORED USING MANUFACTURER'S BRANDS THAT UTILIZE THE
0 0
"TRACKERS" COLOR CODED SYSTEM ALTERNATES TO THIS
PIPE PASSING THRU FOOTING STEM 36d 0 CONC- 40d 0 MAS SPECIFIED IN TYPICAL DETAILS FOR THE RESPECTIVE MATERIALS.
APPLY CEMENT PASTE REQUIREMENT MUST BE SPECIFICALLYAUTHORIZED BY DALE
SPLICES` - - -----
{2V ah}
TO VENEER AND TO 5. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED
CHRISTIAN/S.E., INC PRIOR TO INSTALLATIOS REQUIREMENTS AND RECO MNU. ALL
N MANUFACTURER'ENDATIONS FOR
Na PIPE to PASS THRU v VENEER TO REST ON FOOTING; BACKING SURFACE, STRUCTURE. ALL BRACING TEMPORARY SUPPORTS, SHORING ETC.
THIS PORTO of FOOTING CORNERS 111aam Etc WIDEN AS REQUIRED TAP UNITS INTO PLACE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. OBSEVVAfION INSTALLATION AND HANDLING OF THE COLOR CODED FASTENERS SHALL
VISITS TO THE JOB SITE BY THE ARCHITECT AND THE ENGINEER DO
BE STRICTLY FOLLOWED.
--f101-COMPACTED FILL NOT INCLUDE INSPECTION OF CONSTRUCTION PROCEDURES. THE
CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION COLOR CHART FOR STRUCTURAL NAILS
PERPENDICULAR TO FOOTINGS METHODS AND FOR SAFETY CONDITIONS AT THE WORKSITE. THESE 8d COOLER 2 30" x .113 dia. YELLOW
VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND DETAILED 8d COMMON 2 , /2" x .131 dia. BLUE
INSPECTIONS. 16d SHORT 3 f 1/4" x .131 dia. BLACK
10d COMMON 2 1/8"-3" x .148 dia. PURPLE
TYPICAL REINFORCING @ 6. DESIGN, MATERIALS, EQUIPMENT, AND PRODUCTS OTHER THAN THOSE 12d COMMON 3 1/4" x .148 dia. GREEN
TRENCH DETAIL TYP. REINFORCING BAR DETAIL CORNERS & INTERSECTIONS TURNDOWN EDGE ADHERED VENEER DETAIL DESCRIBED BELOW OR INDICATED ON THE DRAWINGS MAY BE 16d SINKER
CONSIDERED FOR USE, PROVIDED PRIOR APPROVAL IS OBTAINED FROM 6d COM2 2 1/2" x .162 dia. ORANGE
THE OWNER, ARCHITECT, THE ENGINEER, AND THE APPLICABLE 3 1/2" x .162 dia. ORANGE
GOVERNING CODE AUTHORITY.
HARDWARE SHALL BE NAILED AS spEcinED IN NOTE NO. 86
FOUNDATIONS OTHERWISE BOX NAILS MAY BE USED, NAILING SHALL BE
A_ 3 P.1 PLA 0 x 12* CHAPTER 23 OF THE CALIFORNIA BUILDING CODE UNLESS NOTED
1POUR
lSIMPSON 'STHD' HOLDDOWN; 1. ALL EXISTING FILL SOIL AND DISTURBED NATURAL SOILS ARE TO BE OTHERWISE ON THE PLANS OR DETAILS.
2x STUDS 0 16*oc INTO E.N. ALL PLYWOOD TO POST SEE PLANS. NAIL to POST EXCAVATED AND REPLACED WITH PROPERLY COMPACTED FILL. ALL NOTE: ALL TOP PLATE SPLICES, SOLE PLATE NAILING AND I -JOIST
- j w/ 16d SINKERS, 10d COMMONS, FILLING, BACKFILLING RECOMPACTION, ETC. IS TO BE PERFORMED BOTTOM FLANGE NAILING MAY BE CONSTRUCTED USING BOX NAILS OR
TING - or 12d COMMONS W MFR ONLY UNDER THE SUPERVISION OF A SOILS ENGINEER.
WTIIEREIRS POST; SEE PLANS - RECOMMENDATIONS. BETTER.
E.N., TYP. - 2. ALL EXCAVATIONS ARE TO BE INSPECTED AND APPROVED BY A SOILS
- EXISI e__ NEW ENGINEER PRIOR TO THE PLACEMENT OF ANY CONCRETE OR
2x CONC. FORM BOARD 8. METAL FRAMING CONNECTORS SHALL BE THOSE MANUFACTURED BY
2x P.T. PLATE w/ HILTI 'X-ZF7Z TOP REBAR 'LOCKS IN' HOUDDOWN - for SM. TIE HOLDDOW14 REINFORCING STEEL. SIMPSON STRONG -TIE AS SPECIFIED ON PLANS. CONNECTORS BY
- to FORM BOARDS PRIOR MANUFACTURERS OTHER THAN SIMPSON MAY BE USED PROVIDED:
2x STUDS 0 16"oc SHOT PINS w/ pre MOUNTED WASHERS to POURING (STRAPMAIE DRILL I V'0 x 6" HOLES *POR-ROK'
0 36"m PLACE FIRST 2 PINS WEI as 3. FOOTINGS ARE TO BE CARRIED A MINIMUM OF V-6" INTO FIRM
SHOWN RECOMMENDED) #4 x 30" DOWELS TOP BOTTOM a) CONNECTORS MEET OR EXCEED THE CAPACITY OF THE
6" 16' FROM EA. END OF PLAY UNDISTURBED NATURAL SOIL OR APPROVED COMPACTED FILL
771 F 7 SPECIFIED SIMPSON COUNTERPARTS
TOP & B BN: BOUNDARY
V %0 CE NAILING -�_TYP F-N.: 4. DESIGN BEARING PRESSURE IS 2000 PSF WITH A 33% INCREASE FOR b) CONNECTORS ARE APPROVED FOR USE IN A CURRENT ICBO
0 -E EA., TYP. 7t EDGE NAILING EVALUATION REPORT
BO
1S
DOWELS �LS
_ S
SEISMIC OR WIND LOADING.
--�5�jr,SLAB DOWELS 0 z 1
8 a Ik VENEER FOOTING FN: FIELD VERIFICATION THAT CAPACITY OF HARDWARE BY ALTERNATE
SL 4% OMIT IS
IF POUR IS X_`;,l ------ as OCCURS NAILING 5. RELATIVELY NON -EXPANSIVE FILL SHOULD BE USED IN BACKFILLING
MONOLITHIC WITH FIG. %0 .4 BEHIND WALLS. ALL WALLS SHALL BE ADEQUATELY SHORED DURING MANUFACTURERS MEETS OR EXCEEDS CAPACITY OF SPECIFIED SIMPSON
PROVIDE #4 DOWELS w/ 6- EMBEDMENT TONG POUR wl HARDWARE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
NAILS FOR ALL CONNECTORS SHALL BE AS SPECIFIED BY THE
TO (E) FTG 0 36*oc, ENTIRE LENGTH OF FTG. [2 4 BOTT., U.N.O. E MANUFACTURER FOR FULL CAPACITY OF THE HARDWARE.
6 USE IP. 'SEr EPDXY
USE 3x4 RAT or
24 VERT BLKG w/ E.N.
FOR DOWEL ATTACHEMENT at EDGE JOINTS WHERE REINFORCING STEEL
127 RAFTERS or 810. DIAPHRAGM 9. PROVIDE FIRE STOPS AT ALL INTERSECTIONS OF STUD WALLS AT
JOISTS, TYP 7 FLOOR CEILING AND ROOF. FIRE STOPS SHALL BE 2X NOMINAL
(N) FOOTING wl (1) #4 TOP BOTTOM CALLED OUT. 1 . REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 40 FOR
SEE DETAIL W. SIZES #3 AND #4 AND GRADE 60 FOR SIZES 15 AND LARGER. THICKRESS OF WOOD AND SHALL BE THE FULL WIDTH OF THE
ENCLOSED SPACE. PLACE FIRE STOPS AT A MAXIMUM SPACING OF
21-01 MIN, WIDTH L
2. WELDED WIRE FABRIC (MESH) SHALL CONFORM TO THE LATEST 10'-0" IN THE VERTICAL DIRECTION. PROVIDE 2X FIRE STOPS IN
REVISED ASTM A185. SATH WIRE FABRIC SHALL CONFORM TO ASTM ALL FURRED SPACES, VERTICAL AND HORIZONTAL, AND AT A MAXIMUM
A85, YIELD STRENGTH 60 KSI. SPACING OF 10'-0" IN EACH DIRECTION AND AT THE SAME LINES AS
TYPICAL EXTERIOR FOOTING TYPICAL INTERIOR NON -BEARING SIMPSON HOLDDOWN TYPICAL CONNECTION TO FIRE STOPS IN ADJACENT STUD WALLS.
WALLANCHORAGE EXISTING FOOTING 3. WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS D12-1 10. TOP PLATES OF ALL STUD WALLS SHALL BE 2 PIECES THE SAME SIZE
I (: USING PROPER LOW HYDROGEN ELECTRODES. ALL BARS TO BE WELDED AS STUDS. SPLICES TO LAP 4'-0" MINIMUM AND BE NAILED PER
NOTES: SHALL CONFORM TO ASTM A706. THE DETAILS.
,V-0" min. TYPICAL PLATE SPLICE 1. RUN LONG DIMENSION OF PLYWOOD ACROSS 4. ALL BARS IN MASONRY SHALL BE LAPPED A MINIMUM OF 40 BAR
(PERPENDICULAR to) JOISTS AND RAMS. -0" min.) AT ALL SPLICES UNLESS NOTED 11. BOLT HOLES IN WOOD SHALL BE 1/32- TO 1/16" LARGER THAN THE
hu-croc TAGGER NO JOTS DIAMETERS (2'
l6d EA. SIDE of BTU. SPLICES Z 2'-0' MINIMUM. OTHERWISE. NOMINAL BOLT DIAMETER. ALL BOLTS SHALL HAVE A STANDARD CUT
M. at PLATES E.N. BOTH EDGES SIMPSON 'CS16' w/ 3. BOUNDARY NAILING APPLIES TO PERIMETER PLATE WASHER UNDER HEAD AND NUT UNLESS NOTED OTHERWISE.
TOPPLA C I TO KING STUD ' - I ) 10d COMMONS LINES, CHORDS, TIES, AND AS CALLED FOR ON DRAWINGS
ALT- SM MYST67 TOP PLATE BREAK to HDR. & SILL & ) 10d 0 4' oc to 4. SEE PLANS FOR NAILING. 5. ALL BARS IN CONCRETE SHALL BE LAPPED A MINIMUM OF 36 BAR 12. ALL BOLTS SHALL BE RETIGHTENED PRIOR TO THE APPLICATION OF
- - - - - - - - - SEE PLANS FOR D. ROW OF BLI(G. EA. END of HEADER -0" min.) AT ALL SPLICES UNLESS NOTED SHEATHING, PLASTER, ETC.
3x OR 4x POST STRAP TOP OF SHrG OR OPP SIDE 5. NAILS SHALL HAVE MIN. f EDGE DISTANCE DIAMETERS (2'
6. ALL JOISTS AM RAFTERS SHALL BE LAID OUT OTHERWISE.
�} k 4'-0" MOIXfLE TO COINCIDE Yd7Ii PLYWOOD. 13. STRUCTURAL MEMBERS SHALL NOT BE GUT FOR PIPES, ETC. UNLESS
HEADER; SEE 4- -
-AND-GROOVE PLYWOOD AT FLOORS 7. USE TONGUE 6. SPLICES OF HORIZONTAL REBAR IN WALLS AND FOOTINGS SHALL BE
PLANS for SIZE SPECIFICALLY DETAILED. NOTCHING or HORIZONTAL STRUCTURAL
7E UNLESS NOTED OTHERWISE. -0" MINIMUM.
(2) 16d for V DEEP STAGGERED 4' MEMBERS SHALL CONFORM TO THE PROVISIONS OF SECTION 2320.8.3
HEADER; ADD (11 16d & SEE DETAIL'S` FOR FRAMING WHERE PLYWOOD JOINTS
I SIDE of �--S-WD or MULLION
ARE OFFSET DUE TO RAM OR JUST LAP SPLICES. AND 2320.12.4 or THE CBC. NOTCHING AND BORING OF STUDS AND
RMANIG PLATE SPLICE BELOW EACH SPLICE %
for EA. ADD*L 2 "1 7. DOWELS FOR WALLS AND COLUMNS SHALL BE THE SAME SIZE AND
9, RECOMMEND lllr GAP BEl`WElN a PANEL ENDS AND TOP PLATES SHALL CONFORM TO THE PROVISIONS OF SECTIONS
16d @ 12"oc RUN PLYWOOD of DEPTH SPACING AS THE WALL/COLUMN REINFORCING UNLESS NOTED
H STAGGER, U.N.O. THRU at HOLDDOWNS USE DBL TRMR. EDGES. 2320.11.9 AND 2320.11.10.
OTHERWISE.
4xIO or LARGER HEADER EN, TYP. BLXG -EN, M. 14. PROVIDE SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL
8. ALL BENDING OF REINFORCING STEEL SHALL CONFORM TO THE LATEST SUPPORTS. USE 2X BLOCKING AT CONVENTIONAL FRAMING AND
WHERE HDR. is
TRIMMER
or PSL or GLB
EDITION OF THE CALIFORNIA BUILDING CODE. I -JOIST BLOCKING AT I -JOIST FRAMING. BLOCKING SHALL BE ONE
SIDE of D EDGE OF
SHEATHING
S 16d 0 12"oc
Id EA. (1� X2Y KING STUD
CTING WALL WH OPENING is
IKII E PIECE AND THE FULL DEPTH OF THE JOIST OR RAFTER.
MAY OMIT WHEN USING d i
LARGER THAN t-O",
A BLK v
SIMPSON 'ST22' ONLY. SILL 2) CONCRETE
DO NOT OMIT NAILS MEN ALT. SIMPSON USE 4x POST at RAFTER or 16d 0 lroc
7 77 �77
TO JOIST 1. ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF
JOIST 15. NAIL GUNS MUST BE EQUIPPED WITH A FLUSH NAILER ATTACHMENT
'ST22' U.N.O. SIMPSON HOLDDOWNS
LARGER STRAP IS REQUIRED 2x WINDOW SILL FOR NAILING OF PLYWOOD SHEAR WALLS, FLOOR SHEATHING AND ROOF
CONT. FRAMING PLT
(2) l6d Ek END 2500 PSI AT 28 DAYS.
THRU INTERSECTION L. -v,, �.l DETAIL (A) DETAIL SHEATHING.
TOP PLATE 2x BIX'G FOR
LENGTH OF SHEAR WALL, TYP. 2. AGGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM
AT INTERSECTING WALL NOTE: E.N. SHl`G to RATES, HDR SILL & BIX'G C33.
OMIT LOWER STRAPS & BLK'G AT DOOR CONDITION WOOD TRUSSES
3. CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C-150, 1. MANUFACTURER SHALL SUPPLY TO THE ARCHITECT OR ENGINEER AND
TYPE V. THE BUILDING DEPARTMENT CALCULATIONCALCULATIONS
AND SHOP DRAWINGS FOR
A R VAL RO TO FABRICATION. ALL CALCULATIONS AND SHOP
DRAWINGS SHALL BE SIGNED BY A CALIFORNIA REGISTERED
TYPICAL PLATE SPLICE @ PROFESSIONAL ENGINEER. IT SHALL BE THE RESPONSIBILITY OF
TYPICAL STUD WALL CONNECTIONS TYPICAL STUD WALL OPENING STRAPS @ SHEAR WALL OPENING PLYWOOD DIAPHRAGM DETAIL 4. THE FOLLOWING MINIMUM CLEAR DISTANCES BETWEEN REINFORCING THE MANUFACTURER TO OBTAIN BUILDING DEPARTMENT APPROVAL OF
EXTERIOR ALL & SHEAR WALLS STEEL AND FACE OF CONCRETE SHALL BE MAINTAINED UNLESS NOTED CALCULATIONS AND SHOP DRAWINGS PRIOR TO FABRICATION.
OTHERWISE:
SLABS ON GRADE ------------------------------ CENTER OF SLAB 2. TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST
LOCAL BUILDING CODE FOR ALL LOADS IMPOSED, INCLUDING LATERAL
NOTE- CONCRETE BE GRADE, FORMED ------------------- 2" LOADS AND MECHANICAL EQUIPMENT LOADS.
2x BLOCKING SHALL CONCRETE BELOW GRADE UNFORMED
FIT TIGHTLY BETWEEN {poured ag ansearthat ALL BAYS E.N.. TYP. d it t i ------------------------------- 33. ALL CONNECTORS SHALL BE ICBO APPROVED AND OF ADEQUATE
CONCRETE EXPOSED TO EATHER ------------------- 1-1/2' STRENGTH TO RESIST STRESSES DUE TO THE LOADINGS INVOLVED.
2x CALIF. FRIG MTr HOLODOWN SHALL 7- 5. PIPES MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES, BUT
4. DEAD LOAD DEFLECTIONS SHALL BE LIMITED TO L/240.
CALF. FRMG BE NAILED w/ (24) 16d SHALL NOT BE EMBEDDED THEREIN. PIPES OR DUCTS EXCEEDING
TOE NAIL EACH SIDE TOP COMMONS or SINKERS ONE-THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE PLACED IN
2 X RIDGE PLATE PER POST, SEE PLANS 5. CROSS BRIDGING AND/OR BRACING SHALL BE PROVIDED AND DETAILED
FRAMING PLAN to POST THE STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. AS REQUIRED TO ADEQUATELY BRACE ALL TRUSSES.
SIMPSON IMTTH 6. PROVIDE 3/4" CHAMFERS AT ALL EXPOSED CORNERS. 6. CONTRACTOR SHALL HAVE BUILDING DEPARTMENT APPROVED TRUSS
2x BLOCKING w/ LS50's SOLD 2x BLKG. E.N., STAGGER at RIDGE Tr HOLDDOWN
0 49" oc, U.N.O. on PLANS w/ SSTI3 BOLTper PLAN
I X R.R.Rll* PLAN ON JOB SITE PRIOR TO FOUNDATION INSPECTION AND
7. REFER TO ARCHITECTURAL DRAWINGS FOR REVEALS, AREAS OF THROUGHOUT CONSTRUCTION PHASE. THESE TRUSS PLANS SHALL
E.K, TV.---- Hl AT EACH SM
4 X BEAM TEXTURED CONCRETE OR SPECIAL FINISHES, ITEMS REQUIRED TO BE CONFORM TO THE FRAMING PLANS.
TOP BOTT. CAST INTO THE CONCRETE, CURBS AND SLAB DEPRESSIONS.
3 16d per BLOCK,
+U.N.O. on PLANS arto EXTEND FINISH GRADE WOOD FRAME
,11 A�L E.N. SIDE 7. APPROVED FINAL TRUSS DRAWINGS SHALL BECOME PART OF
2 X CA Of HOLDDOWN CONSTRUCTION DOCUMENTS.
B. DESIGN LOADS FOR TRUSSES:
E.N., TYP. _\�_TRUSS w/ (3) l6d 2x BLK'G 0 3toc 4!4" EA. 1. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR - LARCH OF THE
TOENAILS to PLATE (E) WALL - w/ (1) A35's per BLK FOLLOWING GRADES, CONFORMING TO STANDARD GRADING RULES FOR
SIMPSON HANGER TRUSS -
to (Q TOP ? WEST COAST LUMBER NO. 17, UNLESS NOTED OTHERWISE. THE SLOPING ROOF: DEAD LOAD 15.0 psf
LIVE LOAD 20.0 psf
SHEAR WALL or DROPPED BM LUMBER GRADES AS SPECIFIED BELOW MEET MINIMUM REQUIREMENTS: TOTAL 35.0 psf
(N) SHEAR WALL AS E
FINISH as OCCURS as OCCURS OCCURS; SEE PLANS PLATES, BLOCKING ------------------------------ STD OR BTR
TO
STUDS 10 09 IN HEIGHT ---------------------- STD OR BTR
STUDS OVER 10'-0" IN HEIGHT ------------------ NO. 2 875 Fb SHOP DRAWINGS
12* 2X RAFTERS, JOISTS --------------------------- NO. 2 875 Fb
min. 4X BEAMS HEADERS AND POSTS - - - - - - - - - - - - - - NO. 2 875 Fb 1. THE TRUSS SHOP DRAWING SHALL BE SUBMITTED FOR CITY APPROVAL.
04 POST, HEADERS - - - - - - - - - - - - - - - - - - - - - - - - - - - STD OR BTR
POSTS AND TIMBERS �16X AND LARGER) - - - - - - - - NO. 1 1200 Fb A. APPROVED AND ACCEPTED WITH A STAMP FROM THE GENERAL
BEAMS AND STRINGER (6X AND LARGER NO.1 1350 Fb CONTRACTOR AS CONFORMING TO THE CONSTRUCTION DOCUMENTS.
TYP. TRUSS PERPENDICULAR BEAM TO Cl & R.R. CONNECTION TYPICAL TRUSS RIDGE BLOCKING CALIFORNIA FRAMING @ DRAG TRUSS 'MTT/HTT'HOLDDOWN 2x LUMBER SHALL HAVE 19% MAXIMUM LARGER}}
CONTENT.
TO EXTERIOR WALL 2. UTILITY GRADE LUMBER IS UNACCEPTABLE FOR ANY PURPOSE TESTS AND INSPECTIONS
INCLUDING, BUT NOT LIMITED TO, BRACING, SILLS OR CRIPPLE 1. CONTINUOUS INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS
NEW EXIST. STUDS. REQUIRED FOR ALL FIELD WELDING, HIGH STRENGTH BOLTING,
POST -TENSIONING, CONCRETE WITH A STRENGTH GREATER THAN 2500
3. WHERE POSSIBLE ALL LUMBER GRADE STAMPS SHALL REMAIN ON PSI AND MASONRY WHERE NOTED ON THE PLANS AND DETAILS. THE
13 REBAR 12" MIN. LAP 24"- #4 DOWEL WITH EPDXY LUMBER AFTER INSTALLATION. EHENT OF SUCH INSPECTION SHALL CONFORM TO SECTION 108 &
.1 4. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE 1701 OF THE CALIFORNIA BUILDING CODE, AN AFFIDAVIT SHALL BE
F I ISSUED TO THE ARCHITECT/ENGINEER AND THE BUILDING DEPARTMENT
TREATED FIR. f
AT THE COMPLETION OF EACH TYPE OF WORK STATING WHETHER THE
WORK WAS IN CONFORMANCE WITH THE APPROVED PLANS AND
4 X BEAM ENGINEERED ODTOUBLHERS) E TRUSS MIN , . FES; SPECIFICATIONS.
BY
ST12 4! oc. MACH
INE BOLT, WASHER, & NUT
@
#4 REBAR--�
2xlO RIDGE PLATE COLUMN CAP - ECCU E.N., STAGGER at RIDGE 65438
NEW EXIST, EXP. 0
DOUBLE TOP PLATE 2X10 NAILER
10
oS
#3 REBAR 24�'- #4 DOWEL WITH EPDXY
MACHINE BOLT, WASHER, & NUT c
MIN. LAP. LANDING CONNECTION T! �- s"llON O
SIMPSON HANGER 2X6 RAFYR 4 X POST EXISTING FOOTING
WS28
DELTA REVISIONS BY DATE DRAWN BY: JOB NO.
CHECKED BY: McDUIVALI) RE
DATE: 6-20-05 2005 CAT ILIA AVIE. 04001
SANTA ANA, CA 92705
SCALE: AS NOTED
SHEET OF
NEW FLOOR SLAB TO TYPICAL RIDGE POST TO BEAM COLUMN ROOFING PERPENDICULAR DETAILS 7 SHEETS
EXISTING SLAB CAP CONNECTION TO TRUSS
04, N DIC11
MCDONALD RESIDENCE 6-19-05
Project Title Date
2005 CATALINA AVE., SANTA ANA, CA. 92705
Project Address Building Permit
LUPE L. JURADO 951-340-3855 Plan Check / Date
Documentation Author Telephone
PACKAGE 8 Field Check / Date
Compliance Method (Package or Computer) climate zone Enforcement Agency Use Only
GEA ERAL MO.' UALArION
Total Conditioned Floor Area 1917 fe Average Ceiling Height: _ 8
Conditioned Slab Floor Area 1917 ft 2 1
Building Type: Single Family X Addition
(check one or more) —Multi-Family — Existing -Phis -Addition
Front Orientation: 180 North South East / West / All Orientations
(input front orientation in degrees from True Worth and circle one)
Number of Stories 1
Number of Dwelling Units:
Floor Construction Type: (:Slab iced Floor (circle one or both)
RADUNT BARRJER (required in climate zones 2,4,8-15) Required for this submittal X yes _ no
I a!) tin gnIzIft OWLIA,
WIM11
Frame Type
wd = wood
stl = steel
avity
C-
Insulation
R-Value
Sheathing 1,7—TotaIR-
Insulation
R-Vahic
Value'
Assembly
U-FaCtOr'
Loc-ation-ACom-ments
(attic, garage, typical, etc
NEW EXTERIOR WALL
NEW ATTIC
ve compliance. Total I Value and Assembiy u -ractor are not r for a wood --framed wall that meets cavity R-value
insulation requirements for the Prescrindve Package.
�3 M
MIM-1111101
MVZIQPF.91��K��,�
NOM =--Exterior
I - I
Shading
nml�i
Compliance Forms August 2001
Note Lownse residential buildings subject to the Standards must contain these measures regardless of the compliance approach used.
Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of
Compliance. When to checklist is incorporated into the permit documents, the katures noted shaU be considered by all parties as
minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents
or on this checklist only.
Instructions: Check or initial applicable boxes when completed or enter NIA if not applicabil
DESCRIPTION
DESIGNER
ENFORCEMENT
Building Envelope Measures:
* § 150(a). Minimum R-19 ceiling insulation.
§150(b): Loose fill insulation mam&ctur&slabeled R-Vahle.
* §15*): Minimmun R-13 wall insulation in wood framed walls or equivalent Wactor in metal frame wells
does not Vply to exterior mass walls)
§ 150(d): Minimum R-13 raised floor insulation in framed floors
N/A
§ 1500): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no
W,ater than 2.0 perm/hich.
N/A
§ 118: Insulation specified or installed meets insulation quality standards. Indicate type and finin.
§ 116-17: Fenestration Products, Exterior Doors, and Infiltration/Exii1tration Controls
1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage.
2. Fenestration products (except field -fabricated) have label with certified U-Factw, certified Solar Hod
Gain Coefficient (SHGC) and infiltration certification.
3. Exterior doors and windows weatherstripped, all joints and penetrations caulked and sealed
§ 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only.
N/A
§ 1:50(f)- Special infiltration barrier installed to comply with § 151 meets Commission quality standards.
N/A
§ 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas LqV,
1. Masonry and fitetary-built fireplaces have:
a. Closeable metal or glass door
b. Outside air intake with damper and control
c. Flue damper and control
2. No continuous burning gas pilot lights allowed.
Space Conditioning, Water Heating and Plumbing System Measures:
§110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission.
§ I 50(h)- Heating and/or cooling loads calculated in accordance with ASHILAE, SMACNA OR ACCA-
N/A
§ I 50(i)- Setback thermostat on all applicable heating and/or cooling systems.
N/A
§ 1500)- Pipe and tank insulation
1. Storage gas water heaters rated with an Energy Factor less than, 0.58 must be externally wrapped with
insulation having an installed thermal resistance of R-12 or greater.
2. First 5 feet of pipes closest to -water heater tank non -recirculating systems, insulated (R-4 or greater)
3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water ranks have R- 12
external insulation or R-16 combined internal/extemal insulation.
4. All buried or exposed piping insulated in recirculating sections of hot water systems.
S. Cooling system piping below 55°F insulated.
6. Piping insulated between heating source and indirect hot water tank.
CERTINICATE OF COMPLIANCE: RESIDENTIAL (Page 2 of 3) CF-IR
MCDONALD RESIDENCE 6-19-05
Project Tide Date
HVAC SYSTEMS
Note: Input =ymc or 7ombined hydrome data under Water Heating Systems except Design Heating Load.
Distribution
Heating Equipment Minimum Type and Duct or Heat Pump
Type (finitace, hear Efficiency Location Piping Thermostat Configuration
pump, dc.) (AFUE or HSPF) (ducts, attic, etc.) R-Value (split or package)
Cooling Equipment Minimum Duct Heat Pump
Type (air condition", Efficiency Location Duct Thermostat Configuration
had pump, evap. cooling) (SEER) (attic, do.) R-Valuc nm (split or packiV)
NIA
SEALED DUCTS and TXVs (or Alternative Meas
El Scaled Ducts (all climate zones)
(Installer testing and certification and HERS rater field verification required)
El TXVs, readily accessible (climate zones 2 and 8- 15 only)
(Installer testing and certification and HERS Rater or field verification required)
El Refrigerant Charge/Air Flow (climate zones 2 and 8-15 only)
(Installer testing and certification and HERS Raw or field verification required)
M
Climate Zone Window SHGC Window U-Factor SEER Heating
8 .35 .4
Enerpyi External
Rated, Tank Factor or Tank
Water Heater Distribution Number Input (kW Capacity Recovery Standby r Insulation
!me Type in System orBtu/hr) (gallons) Efficiency Loss R-Value
N/A
L For small gas storage water heaters (rated inputs of less than or equal to 75,000 Btu&r), electric reastance, and heat pump water heaters, list Energy
Factor For large gas storage water heaters (rated input of greater than 75,000 Btulhr), list Rated Input Recovery Efficiency and Swarthy Loss.
For instantaneous gas water heaters, list rated input and recovery efficiencies.
SPECTURES (add extra sheets if necessary)'VDucts, iant Rad Package C and D: TX s, Sealed
Barriers (see installation requirements for radiant barriers in Section 8.13 of the 2001 Residential Manual).
Package C: thermal mass (thermal mass type, covering, thickness and description).
PACKAGE D: RADIANT BARRIERS
Compliance Forms August 2001
Note Lownse residential buildings subject to the Standards must contain thew measures regardliess, of the compliance approach used.
Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of
Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as
minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents
or on this checklist only.
Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable.
DESCRPTION
DESIGNER
ENFORCEMENT
Space Conditioning, Water Heating and Plumbing System Measures: (continued)
§150(m). Ducts aarlFans
I. AM ducts and plenums insulled, sealed and insulated to meet the requirement ofthe 1998 CMC Sections 601,
603,604, and Standard 6-3; ducts insulated to a minimum installed level of R-4.2 or carlosed entirely in
conditioned space Openings shall be seated with mastic, tape, aerosol sealant or other duct -closure system
that meets the applicable requirements of UL 181, UL 18M or UL I 81B. If mastic or tape is used to seal
openings greater than 1/4 inch, The combination of mastic and either mesh or tape shall be used. Budding
cavities shall not be used for conveying conditioned air Joints and seams of duct system and their
components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape a used in
combination with mastic and drawbands.
2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials
other than waled sheet metal, duct board or flexible duct " not be used for conveying condamed
air. Building cavities and support platfiarns may contain ducts. Ducts mstaW in cavities and supint
platfimns shall not he compressed to cause reductions in the cross -sectional area of the ducts.
3. Joints and seams of duct systems and their comprients shall not be sealed with cloth back rubber
adhesive duct tapes unless such tape is used in combination with mastic and drawbands.
4. Exhaust fan system have back draft or automatic dampers
5- Gravity ventilating systems serving conditioned space have 0111W alltDmatr- or readily accessible,
manually operated dampers.
6. Protection of insulation, Insulation shall be protected from damage, including that due to sunlight,
moisture, equipment maintenance, and wind but not limited to the following.- Insulation exposed to
weather shall be suitable for outdoor service eg., protected by aluminum, sheet metal, painted canvas,
orplastic coves: Cellular foam insalabon shall be protected as above or painted with a coating that is
water retardant and provides shielding from solar radiation that can cause degradation of the materU
§114: Pool and Spa Heating Systems and Equipment
1. System is certified with 780/a thermal efficiency, on -off switch, weatherproof operating insftucftors, no
electric resistance heating and no pilot W
2. System is installed with.
a. At least 36" of pipe between filter and heater far firune solar heating.
N/A
b. Cover for outdoor pools or outdoor spas.
3. Pool systern has directional inlets and a circulation puirp time switch.
§ 115: Gas fired central fumaces, pool heaters, spa heaters or household cooking appliances have no
continuously !!umwg pilot light. (Exception: Non -electrical cooking appliances with pilot<1 50 Btu/br)
§118(t): Cool Roof material meet specified criteria
L*hting Measures:
§150 (k)I.: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumenshvatt
or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily
accessible lighting control panel at an entrance to the kitchen.
§150 (k)2-: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an
efficacy of 40 lumenstwatt or greater switched at the entrance to the room or one of the alternatives to this
requirement allowed in § 150(k)2.; and incandescent recessed ceiling fixtures are 1C (insulation cover)
vilrova
01 tly, DWA A,
MCDONALD RESIDENCE 6-19-05
Project Tide Date
This certificate of compliance lists the building features and performance specifications needed to comply with
Title 24, Parts I and 6 of the California Code of Regulations, and the administrative regulations to implement
them. This certificate has been signed by the individual with overall design responsibility. When this certificate
of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that
is varied is indicated in the Special Features/Remarks section. The undersigned recognize that compliance using
duct sealing and TXVs requires installer testing and certification and field verification by an approved HERS
rater.
N ame: ROBERT McDONALD
Title/Firm: OWNER
Address: 2005 CATALINA AVE.
SANTA ANA, CA 92705
Telephone: 714-834-1756
Lie. #: N/A
(signature) (date)
Enforcement Agency
Name: BRET CAULDER
Title. PLAN CHECKER
Agency: CITY OF SANTA ANA BUILDING SAFETY DIV.
Telephone: 714-647-5812
(Signature / stamp) (date)
I! l I �,! T"r r =rl
Name: LUPE L. JURADO
Title/Fimi: N/A
Address: 3456 BIRCHLEAF DR.
CORONA, CA 92881
Telephone: 951-340-3855
Lic. #: C65438
L• r (.a - ?_0 -6 S -
(signature) (date)
Compliance Forms August 2001
& M �1 M
Compliance Form August 2001 1