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714 ! 285 1121
2017 W. A.L_co Ave.
SANTA ANA
ALIFORNiA 92703
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714 285 1121
2017 W. AL -co AvE.
SANTA ANA
At IFORNfA 92703
MACIELALOMSN. COM
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REVISIONS
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714/
DESCRIPTION OF JOB
ADD NEW 1ST FLRRMAOD'N491si
ADD NEW 2ND FLR RM ADWN 1688 sf
0,0AWN
CHIECKNO
OAT
SCALM
ion No.
SHEET
Am2
OF
S1411EFE're
Otrmvisims BY I
@)ELEVATIONS NOTES
I. -STUCCO TO MATCH EXISTG SFR
2.-2x4 FOAM TRIM AROUND WINDOWS
3.-ROOF TILE LIGHTWEIGHT MALIBU
STYLE (LOW "S") 9.5 LBS PER/SQ FT
4.- PROVIDE ROCK VENEER AT FRONT
ELEVATION
5.-WOOD GUARDRAIL TO PROVIDE AT (N)
BALCONIES•
L
C 43205
E)CP• 3/3
el
OPAWN
CHECKEO
OATS
SCALE
JOB No.
SHEET
Ain%)
OF SHEETS
A
M
ID
... . ..... ..
6
ELEVATIONS NOTES
I. -STUCCO TO MATCH EXIST'G SFR
2.-2x4 FOAM TRIM AROUND WINDOWS
3.-ROOF TILE LIGHTWEIGHT MALIBU
STYLE (LOW "S") 9.5 LBS PER/SQ FT
4, PROVIDE ROCK VENEER AT FRONT
ELEVATION
5--WOOD GUARDRAIL TO PROVIDE AT (N)'
BALCONIES.
ORAWN
CHECKED
DATE
SCALE
JOB NO.
SHEET
A=4
OF SHEET13
"'I
2-1 �91 1 4141-'�'Ip
` ri?)
3
10
FLOOR SHEATING:
USE'/4" STRUCTURAL 11 C-D OR C-C PLYWOOD.
MINIMUM PANEL INDEX NUMBER (40/20) T&G,
W/10 d NAILS @ 6"0/C SUPPORTED EDGES AND
10 d @ 10" O/C IN THE FIELD (UNBLOCKED U.N.O.)
FACE GRAIN OF PLYWOOD SHALL BE PERP.
TO SUPPORTS,
FOUNDATION VENTS CALC'S
491 sq ft / 150= 3.27 x 144= 471 sq in REQ'
G.1. SCREEN'D FOUND'N VENT
12"x 6"= 72 sq inch
NORTH SIDE: 3 pieces
EAST SIDE: 4 pieces
PROVIDED = 7 x 72= 504 sa inch
FOUNDATION NOTES
1. FLOOR SHEATHING
USE 3/4 " STRUCTURAL If C-D OR C-C
PLYWOOD, MINIMUM PANEL INDEX NUMBER
(40/20) T4G, W/ 10d NAILS 9 6" O.C. SUPPORTED
EDGES AND 10d 6 10" O.C. IN THE FIELD
(UNBLOCKED UN.O.)
FACE GRAIN OF PLYWOOD Si -TALL BE PERP.
TO SUPPORTS
2. EXIS' 'NG 12"XI2" CONC. FTN'G
3. CONCRETE FOOTING. (I(W X 1J 17W/
(1) 04 TOP 8 BOTTOM MIN.
4: Ga" W CONC. CURB
5, 24" L. #4 REBAR DOWELL Gat' INTO EXISTING
FOOT'G TOP 3 BOT Ulf SIMP. 'EPDXY".
r(,. 12"XI2" G-I SCREENED FOUNDATION VENT
( wox*� etc-c ")
1. 18,''X 24" G.I. SCREENDED FOUNDATION ACCESS
8. GIRDER POCKET OR HANGER
S. f8'tX24" CRAWL SPACE
NOTES-
a- -VERIFY HROWR. LOCATION W/ FLR. PLAN
b. `-HOLDOWN ANCHORS MUST BE TIED IN PLACE
PRIOR TO FOUNDATION INSPECTION.
C. -SURFACE WATER WILL DRAIN AWAY FROM BUILD'G.
d. HOLD-DOWN CONNECTOR BOLTS INTO WOOD
FRAMING REQUIRE APPROVED PLATE WASHERS, AND
HOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO t
COVERING THE WALL FRAMING.
e. ALL INTERIOR NON -BEARING WALLS WITH SHOT PINS.
RANSET 03348, OR EQUIVALENT, AT 3Ga" O.C,
UNLESS OTHERWISE NOTED.
r. 5/8 " DfA A. B. MAY BE REPLACED BY 5/6 " DIA
THREADED RODS W/. 5 3/4 " EMBED. WITH
CIA -GEL 1000 EPDXY SYSTEM
I. C. B..O, ER. 4646. (OR EQUIVALENT), AT THE
.SAME SPADING. PER 2320.11.4 .cBC
E4
w tV G 43 #
z Exp.3/3
_y IL \�
ALt C
0
tfAS'.23, DIV. It
TALE 28•ll-B»i 2001 CALIFORNIA BUILDING CODE
TAB1_E 2R.ti.F3-s.._.rentt rarr- ......tt c
CONNECTION
1. Joist to sill or girder, toenail
?- Bridging to joist, toenail each end
3- I" x 6" (2S mot x 152 mm) subtloor or less to each joist, face nail
4. Md X 61' J25 mm x ILI mm) subffoar to each joist, face nail
3- 2" (SI mm) subtoor to joist or girder, blind and face nail
6. Sole plate to joist or blocking, typlest face nail
Sole plate to foist or blocking, at braced wall panels
7, TOP plate to stud, end nail
$
j . stud to sole plate
Double studs, face nail
• 10. Doubled top plates, typical face nail
..Double top plates, lap splice
3 8d
2.8d
2.8d
3-8d
2-16d
I6d at i6" (4fK mmj o G, ##
6d at par ( (d06 mm) f
3-16d
2 I6d
4-8d, toenail or 2.16d, end nail
16d at 24' (610 mm) o,c.
16d at 16" (406 mm) o.e.
S»Y6d
21- Blocking between joists or raters to top plate, toenail
12. Rim joist to top plate, toenail
3.8d t
113. Top plates, laps and Intersections, face nail
8d at 6" 152 min)
{
34. Continuous header, two pieces
I6d
lbd at 1fi" (406 mm) O.C. along each edge
a
i5. Cciltag joists to plate, toenail
16, Continuous header to stud, toenail
8d
17. Ceiling joists, laps over partitions, face nail
4 8d
IS. Ceiling joists to parallel rafters, face nail
3 1&f
- 3 16d
19. Rafter to plate, toenail
i" (25 mm) brace to each Stud and plate, face nail
3 d
1" x 8" (25 mm x 2t.1 i mm) sheathing or I= to each bearing, face nail
8d
2 8d
!-" Wider than 1" x 8" (25 mm x 203 mm) sheathing to Bach hearing, face Wait
3-8d
i s_,, Built up corner studs -
24. Built u Uder and beams ?0d at 32" (813 mm) O.C. at top and
I6d at 24" (610 mm) o.c.
bottom and staggered 2-20d at ends and at each splice
25 2" (5I mm) planks
26. woad strvcturat panels and partieleboard'-
2•lfid at each bearing ,
Subfloor and watt sheathing (to framing):
11," (12.7 mm) and less
t�aY"•31s"(is mm-19 mm)
6d3
mm-25 mm)
1 rig°,I A'�"
4
8d or 6d
8d3
(29 mm-32 mm)
l Od4 or 8d{
Combination subtloor-underlayment (to Framing):
3d"(19 raw) and less
C
t2" mm-2S mm)
ills"-1t/a" ("9 mm-32 mm)
s
6dSri5
y(ld4 ar�tts
j 27, panel siding (lo framing}'-:
t/2"'(12.7mm)orless
$lg" (16 mm)
6
Sits
128. Fiberboard sheatbing:t
lit' (12.7 mri)
No. 11 ga 8
2''i32" (20 mm)
14n. 16 g
No, Il 148
. z9. in[er7or pnnaling
No.16 g
114" (6.4 mm)
10
Edit
saris spaced at 6 inches (152 mm) on center at edges,12 inches (305 mm) at intermediate supports except 6 inches (152 mm) at all supports where spa 48 inches (1219 mmns are
or more. For nailing of wood structural panel and particleboard diaphragms and shear wails, refer #o Sections 2315.3.3 and?'i15.4. ";airs _ for wall sheathing maybe common, box or casing.
'Cam on or deformed shank.
4C,dmMo,
'(formed shank,
4varrnsinn-eiststani siding or casing nails conforming to the requirements of Section 2304.3.
?Fasteners spaced ."> inches (76 mm) on center at exterior edges and 6 inches (152 mm) On center at intermediate supports
"Corrosion -resistant roofing nails with 7116-inch-diameter (II mm) head and it/pinch (38 men length for rfZ-inch (12.7 mm) sheathing and 13/4-inch (44 mm } Length for ='i32-inch {20 mm) siraathine conforming to the requirements of Section 2304.3.
yCorrasion-msistant staples faith rtomiaal7J#6-inch {1I mm) crown and 1t/g-inch (29 mm) length fnr 212-inch (12.7 min) sheathing and 11/2-inch (38 mm) length
for=�Jg.•incn (':Q mm) sheathing conforming to zhe requirements of Section 2304.3-
tOPane1 supports at ib inches (406 mm) I2Q inches (5Q8 mm) i£strengtn axis in the tong direction of the panel, unless otherwise marked). Casing or finish nails
s spaced 6 inches (152 mm} an panel edges, 12 inches {30S mm) sE mtermediate snppans.
•(('anti supports at 24 inches (6k0 mm)- Casing or finish Halls spaced 6 inches (152 mm} on aneT ed is 7 '
DRAwnJ
CHECKED
DATE
SCALE
JOB No.
SHEET
sni
OF SHEETS
i
ATTIC VENT. CALICS UST
FLOOR
1 0.71 x 144= 102• in REQUIRED
1. • • t • •
• .)= 442 sq in
442 sq in PROVID�q
s `
ROOF SI-IEATING:
(MIN) %a" STRUCTURAL C-D OR C-C PLYW'D
MIN. PANEL INDEX NUMBER (24/0)
W/ 8 d NAILS AT 6"0/C SUPPORTED EDGES
AND BOUNDARIES & 8d AT 12" IN THE FIELD
NO BLOCKING IS REQUIRED U.N.O.
FACE GRAIN OF PLYWOOD SHALL BE PERP.
TO SUPPORTS.
ROOF'G MATERIAL
ROOF TILE LIGHTWEIGHT MALIBU STYLE
11. BRAND: EAGLE LITE ICBO # NER 4660 O/ 2 # 15
® WHERE EAVE VENTS ARE INSTALLED, INSULATION SHALL FELT UNDERLAYMENT 8.8 LBS i PSF
NOT BLOCK THE FREE FLOW OF AIR, A MINIMUM OF V OF
AIR SPACE SHALL BE PROVIDED BETWEEN THE INSULATION��" F"
AND THE ROOF SHEATING. TO ACCOMMODATE THE71
THICKNESS OF INSULATION PLUS THE REQUIRED 1"
.w:.
CLEARANCE, MEMBER SIZES MAY HAVE TO BE INCREASED _ � _ ��"' �~"' ..•�._. ? _
FOR RAFTER -CEILING JOISTS.
o ATTIC VENTILATION OPENINGS SHALL BE COVERED WITH ti-�Yr�IZ ;k � I i
CORROSION -RESISTANT METAL MESH OPENINGS OF Y4 - . yp . CIiP j ;�
INCH IN DIMENSION. �f t
_ -
ih 1waov
fi r7�
`i t6
"
w .�
71
5.
Zj
F; }{ � -L, �''� Ate, _ .: � � � =� {,:j� b +�- §•�- �,,^✓A� � ,�'.�. /„ �[ t
ItL
a:. ,..
z `
_ a
I;
41,
I + �-
FLOOR SHEATING
USE 3/4" STRUCTURAL II C-D OR C-C PLYW'D
MINIMUM PANEL INDEX NUMBER (32/I6) T&G
W/14d NAILS @ 6'-0" o/c F.N. (UNBLOCKED
U.N,O) FACE GRAIN OF PLYWOOD SHALL BE
PERPENDICULAR TO SUPPORTS.
o FLOOR / ROOF DIAPHRAGM TO CONTINUE
_1
TO EACH SHEAR WALL
�r
' r a s
04'
fv u.
tr 4 �
14/1
--------------
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.. _ w ..154,
I
FLOOR FRAm'G PbAN =C.,,..,•.o-
WATER PROOF DECK SURFAC`G (MIN.�4" /FT SLOPE)
EQUAL TO "MER-KO" WEATHER DECK, I C.E3,O. R.R 338S
INSTALLED PER MANUFACTURER'$ INSTRUCTIONS USING
APPROPRIATE FLASNINGS AND DRAINS.
COLOR t TEXTURE A.S.B.O.
III " m
m.
r
i�
i
y
EXIT AND STAIRS Ir �3# ,
1. RISE 8 IN MAX, AND MINIMUM RUN 9 IN.
2, MINIMUM WIDTH OF 36 IN.
3. MINIMUM HEADROOM OF 6'-8" °' - 2Y x
I1' ", .
4. STAIRWAYS POSITIVELY ANCHORED TOf I
THE PRIMARY STRUCTURE WITHOUTi�`
USING TOE NAILS OR NAILS SUBJECT TO
sp-
WITHDRAWAL,
5.- ENCLOSED USABLE SPACE UNDER A
STAIRWAY REQUIRES ONE -HOUR FIRE
RESISTIVE CONSTRUCTION ON ENCLOSED
SIDE.
5. HANDRAIL SHALL BE 34 TO 38 IN ABOVE THE
NOSING OF TREADS.
6.- PROVIDE 36" HIGH (MIN) PROTECTIVE
GUARDRAIL FOR DECKS,PORCHES, BALCONIES
AND RAISED FLOORS (WHEN MORE THAN 30 IN
ABOVE GRADE OR FLOW BELOW), AND OPEN
SIDE OF STAIRS LANDINGS. OPENING BETWEEN
BALUSTERS/RAILS SHALL PRECLUDE PASSAGE
OF 4 IN DIAM SPHERE.
1-i Fuum"LAN
sc-1/4-1'-0°°
Ku11uF FrxAM (3
` 1 _
vt ' 432 31
.r aFKl��
DRAWN
CHECKED
DATE
SCALE
JOS NO.
SHEET
S=2
OF SHEETS
ray
NOTE
* WHERE EAVE VENTS ARE INSTALLED, INSULATION SHALL
NOT BLOCK THE FREE FLOW C)FAIR. AMINIMUM {}F1"OF
AIR SPACE SHALL BEPROVIDED BETWEEN THE INSULATION
AND THE ROOF SHEATNG, TO ACCOMMODATE THE
THICKNESS OF INSULATION PLUS THE REQUIRED 1"
CLEARANCE, MEMBER SIZES MAY HAVE TO8EINCREASED
FOR RAFTER -CEILING JOISTS,
* ATTIC VENTILATION OPENINGS SHALL BE COVERED WITH
' CORROSION -RESISTANT METAL MESH OPENINGS OF
INCH |NDIMENSION.
--
GENERAL NQT-E
CONCRETE BLOCK M&MERY
AIUNG SCHEDULE (PER TABLE 2,3-11-B-1)
,.L"
1. EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE NOTED OR SHOWN ON THE
1. CONCRETE BLOCK SHALL CONFORM TO &S.T.M. C90, GRADE N UNITS. SEE
THIS NAILING IS TYPICAL UNLESS OTHERWISE NOTED NAILS SHALL BE BOX OR
COMMON WIRE SPECIFICLY DETAILED CONNECTIONS SHALL BE NAILED WITH COMMON
PLANS, WORKMANSHIP & MATERIALS SHALL CONFORM TO THE LATEST EDITION OF
ARCHITECTURAL PLANS FOR TYPE. PATTERN AND 401W DETAILS.
WIRE NAILS, DIAPHRAGM SHEATHING NAILS OR OTHER APPROVED SHEATHINO,
THE C.B.C., U.S.C. OR LOCAL CODE
2. MORTAR SHALL BE AS FOLLOWS. fm = 1500 PSI MIN.
CONNECTIONS SHALL BE DRIVEN. SO THAT THEIR HEAD OR CROWN 15 FLUSH WITH
I Xq
2. THE PLANS SHALL BE REVIEWED FOR DIMENSIONAL & EXISTING SITE
1 PART PORTLAND CEMENT 4 PARTS SAND 1/4 MIN. TO 1/2 MAX. PART HYDRATED
THE SURFACE OF THE SHEATHING -
CONFORMANCE WITH THE PLANS BY THE CONTRACTOR PRIOR TO THE START OF
LIME
JOISTS OR RAFTERS TO SIDES OR STUDS
CONSTRUCTION. THE ARCHITECT & ENGINEER SHALL BE NOTIFIED OF ANY
a INCHES IN DEPTH OR LESS ---------------------------- 3-164
2- 05
DISCREPANCIES.
3. GROUT SHALL BE AS FOLLOWS, f*c = 2500 PSI
1 PART PORTLAND CEMENT 3 PARTS SAND 2 PARTS PEA GRAVEL WATER SUFFICIENT
FOR EACH ADDITIONAL 4"DEPTH ADD ------------------------ i-16d
3. WORKING DIMENSIONS SHALL NOT SE SCALED FROM DRAWINGS.
TO ALLOW GROUT TO FLOW INTO ALL JOINTS.
JOISTS OR RAFTERS AT ALL BEARING
TOE NAIL EACH SIDE ---------------------------------- 3-8d
1- #5 MIN.
4. ITEMS IDENTIFIED BY TRADE NAMES MAY BE SUBSTITUTED BY APPROVED EQUALS-
4. CELLS SHALL BE IN VERTICAL ALIGNMENT TO PROVIDE A MIN. UNOBSTRUCTED
STUDS TO BEARING -TOE NAILS EA. SIDE ---------------------- 2-8d
BLOCKING BETWEEN JOISTS/RAFTERS
5. NOTES & DETAILS ON DRAWINGS SHALL PRECEDE THESE GENERAL NOTES
CORE OF 3"X 30. DOWELS FROM FOOTINGS SHALL BE SET TO ALIGN WITH CORE
REINFORCING.
To THE JOISTS/RAFTERS TOE NAILS EA SIDE ------------------- 2-10d
FROM BLOCKING TO BEARING TOE NAILS EA SIDE ---------------- 2-10d
5. ALL CELLS BELOW FINISHED GRADE AND ALL CELLS WITH REINFORCING.
BLOCKING BETWEEN' STUDS
AT EACH END -TOE NAILS ------------------------------- 2-10d
RE:MOQEUNG NQ_TE
ANCHORS OR INSERTS SHALL BE FILLED SOLID WITH GROUT.
END NAILS ----------------------------------------- 2-16d
6. CONCRETE SURFACES SHALL BE CLEANED OF ALL L41TANCE PRIOR TO SETTING OF
PROGRESSIVE BLOCKING
RAFTER TO BLOCK & BLOCK TO CONT. NAILER ----------------- 2-16d
2- #5
1. PROVIDE ANY SHORING & OR BRACING PRIOR TO REMOVING EXISTING WALLS,
BLOCKS.
MULTIPLE STUDS
2-1 #5 MIN.
BEAMS. OR SUPPORTS FOR CONSTRUCTION. REMOVE SHORING ONLY WHEN NEW
(STAGGER NAILS ON STUDS WIDER THAN 4-) ----------------- 6d024"0C
SUPPORTS ARE IN PLACE AND SECURED.
FRAMING NOM
RIBBON TO STUDS
2. PROVIDE RED HEADS INTO EXISTING CONCRETE AT ALL SHEAR WALLS PER MFG.
SPECIFICATIONS. SEE SHEAR WALL SCHEDULE FOR SIZE AND SPACING.
FRAMING SHALL COMPLY WITH SECTION 2320 OF THE U.B.C. LATEST EDITION.
I X RIBBON ----------------------------------------- 2-8d
2X RISSON -------------------------------------- 2-16d
--PLATES
SINGLE LAYER DOUBLE LAYER
DOUBLE TOP
3. PROVIDE SIMPSON ST-6224 BETWEEN NEW WALLS AND EXISTING WALLS AT THE
FRAMINQ-_9QU&
LOWER PLATE To STUD -------------------------------- 2-M
UPPER To LOWER PLATE 16d*le . OC
NOTE: "L" - 40 X BAR DIAMETER IN CONCRETE, U.N.O.'
DOUBLE TOP PLATE.
1. USE SIMPSON U_HANGERS ON ALL JOIST/SEAM/SEAM CONNECTIONS UNLESS
------------------------------
AT SPLICES (48-MIN) ON EACH SIDE
- 50 X BAR DIAMETER IN MASONRY, U.N.O.
4. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WHETHER OR NOT SHOWN
NOTED ON PLANS.
OF BUTT IN TOP PLATE -------------------------------- 8-16d
ON DRAWINGS AND PROTECT THEM FROM DAMAGE.
2. ALL POSTS SHALL HAVE SIMPSON "PC" CONNECTORS AT TOP AND SIMPSON "BC"AT
UPPER TO LOWER PLATE --- 8-Idd
INTERSECTIONS ------- -------------------------
5. DO NOT CUT POST TENSION SLABS. CONTRACTOR TO DETERMINE EXISTING
OR "BCD" CONNECTORS AT BASES UNLESS OTHERWISE NOTED ON PLANS-
CEILING STRIPS
TYPE)- 3-8d
REINFORCING
3
CONDITIONS PRIOR TO START OF CONSTRUCTION.
IX4 PER SEARING(STRONGHOLD
3. ALL CONNECTING HARDWARE, JOIST HANGERS. TIE STRAPS ETC. SHALL BE
2X3 PER BEARING(STRONGHOLD TYPE) ----------------------- 1-16d
6. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS FOR FOOTINGS, BEAMS
simpsDN "SToNG-nE* UNLESS OTHERWISE NOTED OR SHOWN ON PLANS.
PLYWOOD NAlUNC(SEE DETAILS &/OR SCHEDULES
AND JOISTS, SIZES LOCATIONS ETC. AND SHALL NOTIFY THE ARCHITECT & ENGINEER
BUILT UP BEAMS 2Od032`0C AT TOP AND BOTTOM
OF ANY DISCREPANCIES.
STAGGERED------------------------------..------2-20d 0 END
1 SIZE SPACING & HEIGHT INITS, FOR WOOD STUDS ARE AS FOLLOWS (UNLESS
IX6 LET -IN BRACES, EACH BEARING -------------------------- 2-Od
ME
7. DOWEL NEW INTO EXISTING SLABS W/#4 REBAR 0 24" O.C. AND FOOTINGS # 40 DIA.
W/DOWELS TO MATCH NEW REINIF. SIZE/LOCATION.OTHERWISE NOTED ON PLANS): (PRE -DRILL HOLES FOR NAILS)
2X4 0 16`OC (BEARING WALL) SUPPORTING A MAXIMUM OF ONE
FLOOR AND ONE ROOF SHALL. HAVE A MAXIMUM HEIGHT OF 10 FEET
N92INEMIlAQ2 NQM5 2X4 0 16"OC (NON -OWING WALL) SHALL HAVE A MAXIMUM HEIGHT OF 14 FEET MuguR& STEEL
2X6 0 16-OC (SEARING WALL) SUPPORTING A MAXIMUM OF TWO FLOORS AND A 1. STRUCTURALI STEEL SHALL CONFORM TO STANDARD SPECIFICATION FOR REINFORCING SAME
1. CONCRETE SLABS ON GRADE HAVE NOT BEEN DESIGNED By THE STRUCTURAL ROOF SHALL HAVE A MAXIMUM HEIGHT OF 10 FEET. STRUCTURAL STEEL FOR BRIDGES OR BUILDINGS A.S.T.M. A572 GRADE 50 OR DUAL SIZE AS FOOTING •
ENGINEER. 2X6 0 1600C (NON -SEARING WALL) MAXIMUM HEIGHT IS 20 FEET GRADE STEEL. REINFORCING -\
DOUBLE
2. THE VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN 2. RAKE WALLS ADJACENT TO SLOPED CEILINGS SHALL BE BALLOON FRAMED. 00 U
CONSIDERED BY THE STRUCTURAL ENGINEER. TOP PLATES SHALL ALWAYS BE SUPPIPORTED 13Y A ROOF OR CEILING DIAPHRAM. 2. FABRICATION SHALL COMPLY WITH THE LATEST ki-S-C- SPECS.
MIN.
v
3. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION, BRACING SHORING, TEMPORARY 3. SHEAR WALL PANELS MUST BE CONTINUOUS TO THE TOP PLATE AT ROOF 3. ALL BOLTS FOR STEEL MEMBERS SHALL CONFORM TO A.S.T.M. A-307 UNLESS
SUPPORTS ETC.. IS THE SOLE RESPONSIBUTY OF THE CONTRACTOR, AND HAS NOT FRAMING. SHEATHING SHALL HAVE ALL EDGES BLOCKED & THE APPROPRIATE SHEAR OTHERWISE NOTED.
BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. THE CONTRACTOR IS RESPONSIBLE TRANSFER THRU CEILING OR SOFFIT FRAMING. 4. HIGH TENSILE BOLTS WHERE INDICATED ON THE PLANS OR OR
SHALL BE THE A' "d
FOR THE STABILITY OF THE STRUCTURE DURING THE ENTIRE COURSE OF FRICTION TYPE AND THERE SHALL BE NO PAINT. OIL, LAQUER OR GALVANIZING
CONSTRUCTION. THE ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR FIELD 4. BORING AND NOTCHING OF WALL STUDS SHALL BE PER USC (2320-11-9 & .10) BETWEEN L THE CONTACT SURFACES. HIGH TENSILE BOLTS SHALL CONFORM TO
INSPECTION/OBSERVATION OF THE ABOVE ITEMS- NOTCHING MAXIMIUM: 23X OF YAM ON BEARING WALLS
40X OF MOTH ON NON -BEARING WALLS A.S.T.M. A-325 OR A-490.
4. ALLOWABLE SOILS PRESSURE TO BE A MINIMUM OF 1000 PSF UNLESS A SOILS BORING MAXIMUM: 4OX OF WIDTH ON BEARING WALLS 5. PIPE COLUMNS SHALL CONFORM TO A.S.T.M. A-53 GRADE 8 rw
REPORT 15 PROVIDED. SOILS IN THE BUILDING AREA & 5 FEET BEYOND SHALL BE BOX OF WIDTH ON NON -BEARING WALLS -
COMPACTED TO A MINIMUM OF SOX RELATIVE COMPACTION PER U.S.C. NOTE. • A MIN 5/a-CLEWANCE FROM EDGE OF STUD TO HOLE SHALL BE PROVIDED. STEEL TUBE SHAPED MEMBERS SHALL CONFORM TO A.S.T.M. A-501 OR A-500 3'-0. CONC.
'-
SOILS REPORT BY: 5. DOUBLE 2X TOP PLATE SHALL BE LAPPED 48* AT ALL SPLICES AND SHALL GRADE 13. 4 0 D 2I I -8HAS. Z" CLR,
OVERLAP AT CORNERS. 7. WHERE FINISH IS ATTACHED TO STRUCTURAL STEEL, PROVIDE HOLES FOR 1/2"0
JOB NO. 'T WELDED STUDS AT 4 FEET O.C. FOR THE ATTACHMENT OF NAILERS- SEE
6. WALL BRACING SHAD. BE PROVIDED PER UBC (2320.5.1) PROVIDE 1X6 LET -IN ARHITECTURAL DRAWINGS FOR FINISHES.
BRACING (0 APPROX- 45 DEGREES) EVERY 25' IN PLATE'
WALL NOT STEPPED FOOTING
STRUCTURAL SYMBOLS SHEATHED.SRACES TO RUN CONTINUOUS FROM TOP PLATE TO SILL PLATE- 8. BEAM CONNECTIONS SHALL COMPLY WITH *FRAMED SEAM CONNECTIONS" A.I.S.C. --4
INDICATES SHEAR WALL TYPE & LENGTH. SEE FOUNDATION & OR FRAMING PLAN AND F-RMING-ELQ PART 4. TABLE 1, USING 3/4" DIA- A307 BOLTS (M-8-1
SHEAR WALL SCHEDULE FOR TYPE. 31" BOLTING, SHTG-, ETC. NOTE: FOR SILL 9. OPEN WEB JOISTS SHAD COMPLY WITH THE STANDARDS OF "THE STEEL JOIST
BOLTING AT EXISTING FOOTINGS USE "RED HEAD WEDGE ANCHORS" ICBO#1372 THE 1. FLOOR SHEATHING (MIN) 3/4- STRUCTURAL I T & 0 PLYWOOD PANEL INDEX NO. INSTITUTE"-
SAME SIZE & SPACING AS SILL BOLTING (MIN 7 1/2" EMBED). 32/16 OR MATCH EXISTING WITH EXTERIOR GLUE- USE 10d NAILS AT 6OOC AT ALL
INDICATES POST EDGES, BOUNDARIES, SHEORWALLS 4 10"OC FIELD- NO BLOCKING IS REQUIRED RUQ_T, -STEEL ELQING STRAP PER PLAN W/
UNLESS NOTED ON PM ALL EDGES BLOCKED AT DECKS- FULL LENGTH NAILS
MIN. POST SIZE/ME AS FOLLOWS U.N.O.: BEAM SIZE POST SIZE 2. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL NON -SEARING PARTITIONS. 1. WELDING SHALL BE DONE BY THE ELECTRIC SHIELDED ARC PROCESS AND SHALL 4*-0" MIN- LAP
4 X 14 & SMALLER 2-20 W11 6d NAILS 0 12" O.C. COMPLY WITH A.W.S. SPECIFICATIONS FOR WELDING AND FABRICATION.
6 X 12 & SMALLER 3-2X4 W/16d NAILS 0 12' O.C. 3. PROVIDE CONTINUOUS BLOCKING BETWEEN FLOOR JOISTS UNDER SEARING WALLS ED WELDERS WHO ARE APPROVED BY -DOUSLE TOP PLATES
4 X 16 & LARGER 04 WHICH ARE PERPENDICULAR TO JOISTS- 2. WELDING SHALL BE PERFORMED By CERTIF1
THE LOCAL AUTHORITY,
6 X 14 & LARGER 06 4. FRAMING AROUND OPENINGS: TRIMMER AND HEADER JOISTS SHALL BE DOUBLED 3. ALL FIELD WELDS SHALL HAVE CONTINUOUS INSPECTION PER USC (1 1 701.5.5)
SEE HOLDOWN DETAILS AND TYPICAL WALL FRAMING FOR FURTHER POST SIZE AND SUPPORTED BY HANGERS PER CODE (USC 2320-8-0 REQUIREMENTS. UNLESS OTHERWISE NOTED.
POSTS ARE TO CONTINUE DOWN TO FOUNDATION. 4. ALL SUIT WELDS SHALL BE FULL PENETRATION U.N.O.
1. ROOF SHEATHING (MIN) 1/2' STANDARD PLYWOOD PANEL INDEX NO. 24/0 WITH . 5A CERTIFICATE OF FABRICATION FROM THE SHOP PERFORMING WELDING OR A
EXTERIOR CLUE. USE 8d NAILS AT 600C AT ALL EDGES, BOUNDARIES AND SHEARED TO THE JOB INSPECTOR
NOTED ON PLAN. REPORT FROM THE SPECIAL INSPECTOR MUST FU
RNISHED URNISH
EQUIUM10ti NOTE WALLS & 12" OC FIELD- NO BLOCKING 15 REQUIRED UNLESS PRIOR TO FRAMING APPROVAL- 4*-0" MIN. LAP
Go 2. FRAMING AROUND OPENINGS: TRIMMER AND HEADER JOISTS SHALL BE DOUBLED 6. USE E7018 ELECTRODE W/201-# TOUGHNESS FACTOR,
AND SUPPORTED BY HANGERS PER CODE. DOUBLE TOP P.ATI
1. SOIL BENEATH FOOTINGS AND SLABS SHALL BE COMPACTED PER U.B.C. (90%) (PER TAKE 23-IV-J-3) INQ NOE
RELATIVE COMPACTION MINIMUM. EBMING-CFJU
2. THE SOILS ENGINEER SHALL INSPECT THE FOUNDATION PRIOR TO POURING OF l. CEILING JOISTS SHALL BE 2X6 016"O.C. (MAX SPAN-1 5*-9*) 1. A GRADING PERMIT SHALL BE OBTAINED PRIOR TO ANY GRADING. TI T TT T T TiT T T
CONCRETE AND SHALL VERIFY THE SOIL BEARING PRESSURE TO BE 1000 PSF MIN 2. ALL FILL ONE FOOT & GREATER SHALL BE CERTIFIED AND TESTED AS TO RELATIVE
OR PER THE SOILS REPORT. BE 2X8 016-0-C- (MAX SPAN-20'-9") 2. CEILING JOISTS SMALL COMPACTION PER U.B.C.
3. SLAB ON GRADE, 4 INCH. CONCRETE SLAB WITH #3 0 24"O/C E.W. 0 CENTER FRAMING :=j 43NUFM 3. ALL FILL SHALL BE COMPACTED IN ACCORDANCE WITH CHAPTER 70 OF THE TYP. 8 - l6d EA. SIDE OF
OF SLAB OVER 2 INCH. OF SAND OVER 6 MIL. VISQUEEN OVER COMPACTED SOILS LATEST ADOPTED EDITION OF THE U.S.C. 4. ALL UTILITY TRENCH SACKFILLS SHALL BE TOP PLATE SPLICE U.N.O.
ft^ntki^ Akin MAW-Ulk3fl OF JOISTS SHALL BE AS FOLLOWS: eme imm^^u&ArhinATfnfd4Z ON FRAMING PLAN
U.N.O.
1.
(USC 2320-12.4)
IN ACCORDANCEin int. SONS ENGINE
4. NO TRENCHES OR EXCAVATIONS FIVE FEET IN DEPTH OR GREATER INTO WHICH A
BORING -MAX. 01A. OF HOLE SHALL NOT EXCEED 1/3 OF DRESSED DEPTH OF JOIST
DEPTH AT ENDS
Q N69E NOTES
PLATE SPLICE
PERSON SHALL BE REQUIRED TO DESCEND SHALL BE MADE WITHOUT PROPER
WITH A MINIMUM EDGE CLEARANCE OF TWO INCHES. NOTCHING -MAX.
PERMIT.
SHALL NOT EXCEED 1/4 OF DRESSED DEPTH. NO NOTCHING IS ALLOWED IN THE
1. MINIMUM GRADIENTS ARE AS FOLLOWS- EARTH- IX PAVING==
CENTER THIRD OF THE JOIST SPAN. NOTCHING IN OTHER LOCATIONS S14ALL BE ON
5. THE MINIMUM BOLTING FOR SILL PLATES TO FOUNDATION SHALL BE AS FOLLOWS:
THE COMPRESSIVE SIDE WITH A MAX DEPTH OF 1/6 OF THE JOIST DEPTH.
2. POSITIVE DRAINAGE AWAY FROM STRUCTURES SHALL BE AS FOLLOWS: ZX MIN TO
' IN CONCRETE WITH
5/8 DIAMETER ANCHOR BOOTS WITH 7* MIN EMBEDMENT
21X MAX SWALES TO BE 3 FEET MIN AWAY FROM STRUCTURES.
SPACING NO GRI!ATOR THAN 4 FEET D.C. NOR FURTHER THAN 12" FROM CORNERS
2. W14ERE THREE OR MORE (MULTI JOISTS) ARE USED THE JOISTS SHALL BE BOLTED
2-2x PLATES. SEE PLANS FOR
(MIN 2 BOLTS PER PIECE). SEE THE FOUNDATION PLAN & SHEAR WALL SCHEDULE
TOGETHER WITH 1/2-OIA MACHINE BOLTS W/ WASHERS AT 24OOC STAGGERED- BOLTS
FRAMING ANCHOR TOP AND
SIZE AND REFERENCE TO SPLICES
FOR FURTHER BOLTING REQUIREMENTS
SHALL BE RETIGHTENED PRIOR TO APPLYING FINISH MATERIALS,
807TOM OF DOUBLE STUD
FOR HEADER SIZE, SEE PLAN
6. PIPES OR DUCTS THAT EXCEED ONE THIRD THE SLAB OR CONC. WALL THICKNESS
3. JOISTS/RAFTERS SHALL LAP AT SPLICES A MIN. OF 4 INCHES WITH 3-16d NAILS
OR POST
2x CRIPPLES AT le 0
SHALL NOT BE PLACED IN STRUCTURAL CONC. UNLESS SPECIFICALLY DETAILED. SEE
OR USE SIMPSON ST 2115 0 48 INCHES D.C.
MECHANICAL AND/OR ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES.
ACCESSORIES, ETC.
4. CROSS BRIDGING OR 2X BLKG.SHALL BE PROVIDED 0 8'-0- O/C, MAX- FOR ALL
JOISTS AND RAFTERS MORE THAN 8" IN DEPTH
7. PIPES MAY PASS THRU STRUCTURAL CONC. IN SLEEVES, BUT SHALL NOT BE
EMBEDDED THEREIN.
5. 2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL
8. PROVIDE 3/4- CAMBERS AT ALL EXPOSED CORNERS
SUPPORTS.
2X STUDS 0IGO O.0
9. SEE ARCHITECTURAL PLANS FOR MOLDS, GROOVES ORNAMENTS COOPS OR
GROUNDS REQUIRED TO BE CAST IN CONCRETE. AND FOR LOCATIONS OF FLOOR
1. ALL BOLTS OWING ON WOOD 94ALL HAVE WASHERS UNDER HEAD OR NUT. SEE
16d 0 12" D.C.,
STAGGERED
PLYWOOD
WHERE
FIRE BLACKING AT CEILING
LINE AND NOT TO EXCEED
rr\- PROVIDE SIMPSON A34 FOR 2X4
STILIDS AND A35 FOR 2XS STUDS,
FINISHES AND SLAB DEPRESSIONS.
SCHEDULE
l6d 0 12"
STAGGERED
1 Gd PER E.N. w-e D.C.
AT SHEAR WALLS
J
EACH SIDE
10. LOCATION OF POUR JOINTS SMALL BE APPROVED By THE STRUCTURAL ENGINEER.
2. ALL BOLTS SHALL BE RErIGHTENED, PRIOR TO APPLICATION OF PLYWOOD, PLASTER
�z
N
F&TESAILING SEE GENERAL
USE 2-2x JAMBS FOR 4xiO AND
6xB AND LARGER HEADERS
ETC.
3. HOLES FOR BOLTS SHALL BE BORED 1/32- TO 1/16- LARGER THAN NOMINAL
I
I
I
I $TLIC FOR INTERIOR WALLS
2 STUDS
UNLESS FOR NOTED OTHERWISE
END D SHEAR
POST AT PLYWOOW/ E.N.
PANEL, WHERE OCCURS
1. UNLESS OTHERWISE NOTED ON PLANS CONCRETE SHALL BE TYPE I WITH A
BOLT DIAMETER.
_'VLlr
NOTE
MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS. CEMENT SHALL
CONFORM TO XS.T.M. CX-150 FINE & COURSE AGGREGATE SHALL CONFORM TO
I.G. BLOCIONG 0 TOP.
POST WNFRE STUDS SHOWN ARE FOR INDICATION ONLY. ACTUAL LOCATION TO SUIT
A.S.T.M. C33.
Lumla
BOTTOM, & WO-NE04T
OCCURS CONSTRUCTION REOUIREMENTS, MAIL SPACING AT 16* O.C.
1. ALL LUMBER SHALL BE DOUGLAS FIR OF THE FOLLOWING GRADES UNLESS
1.
REIbIF-ORGING STEEL
NOTED (MAX MOISTURE CONTENT SHALL NOT EXCEED 19% 4c GRADED IN
60 PER
ACCORDANCE WITH THE WEST COAST LUMBERMANIS ASSOCIATION.)
TYP. STUD WALL INTERSECTIONS TYP. WALL FRAMING
1. REINFORCING STEEL, #3 AND #4 GRADE 40, #5 AND LARGER -GRADE
A.S.T.M. A615.
REeumn USE ULM=
STUDS & PLATES ----------------------------------- N0.2JOISTS
2. LOW HYDROGEN WELDING RODS SHALLBE USED FOR ALL WELDING OF
& RAFTERS
REINFORCING BARS.
2X4 TO 4X4 INCLUSIVE ------------------------------ NO.2
• 2- 16d
2X6 TO 3XI6 INCLUSIVE------------------_-__-----._.,._ NO.2
3. BARS NOTED AS "CONT "TYPICAL WALL REINFORCING AND VERTICAL COLUMN
SINgLE = M
FOR SIZE AND SPACING OF
JOIST OR RAFTER. SEE PLAN
STAGGER PLYWOOD JOINTS
STAGGERED
REINFORCING SHALL HAVE A MINIMUM SPLICE OF 50 BAR DIAMETERS LAP IN
MASONRY OR 40 BAR DIAMETERS MINIMUM IN CONCRETE..
SEAMS ----- NO.2
4X --------------------------------------------
3/80 MIN. ME DISTANCE
FOR NAILS
--f-
Vje,._-JOIST
OR RAFTER
�-UPPER
6X OR LARGER --------------------------- NOA
BOUNDARY NAILING (B.N.)
I
PLATE 4" WIDER THAN
4. REINFORCING SHALL BE SPLICED ONLY AS SHOWN OR NOTED. OTHER SPLICES
SHALL BE APPROVED BY THE STRUCURAL ENGINEER.
POSTS MULLIONS ------- NO.2
04 SMALLER -------- ---------------------
ALONG CONTINUOUS
PANEL EDGES
LOWER PLATE
06 & LARGER-------------------------------_-_-NO.2
2X STUDS 0 1,8* O.C.
5. SPLICES IN ADJACENT HORIZONTAL WALL REINFORCING BARS SHALL BE STAGGERED
6X6' & LARGER ------------------------------------ NO.1
4 FEET UNLESS OTHER WISE NOTED.
MISCELLANEOUS LUMBER
SLOCKING,FURRING, EyC ------------------------------- NO.3
PARALLEL
6. PROVIDE DOWELS IN FOOTINGS AND/OR GRADE BEAMS THE SAME SIZE AND
DECKING & SHEATHING
TYPICAL INTERMEDIATE
NAILING (I.N.)
NUMBER AS VERTICAL WALL OR COLUMN REINFORCING. DOWELS SHALL HAVE A
2X.3X,4X ----------------------------------- COMM'L DEX.
FLOORS-10d 0 10* D.C.
16d 0 12". STAGGERED
MINIMUM PROJECTION EQUAL To STANDARD LAP SPLICE UNLESS OTHERWISE NOTED.
110d 0 12" O-
ROOFS- Or
2. ALL WOOD BEARING ON CONCRETE OR MASONRY IF LESS THAN 4 FEET FROM
7. ALL REINFORCING, ANCHOR BOLTS, AND OTHER INSERTS SHALL BE SECURED IN
GRADE SHALL BE PRESSURE TREATED DOUG FIR.
OR RAFTER
PLACE PRIOR TO PLACMENT OF CONCRETE OR GROUTING OF MASONRY.
3. GLUED -LAMINATED WOOD BEAMS SHALL BE DOUGLAS FIR COMB. 24F-V8(*) OF/OF
EDGE NAILING (E.N
Ise
UPPER PLATE 4* WIDER THAN
LOWER PLATE
8. PROVIDE THE FOLLOWING MINIMUM PROTECTIVE COVERING OF CONCRETE.
(Fb-240OPSI, Fv-165 PSI, E-180,000 PSI) INDUSTRIAL APPEARANCE WITH EXTERIOR
BELOW GRADE (UNFORMED) ------------------------ 3- CLEAR
GLUE UNLESS OTHERWISE NOTED ON PLANS. A CERTIFICATE OF INSPECTION FOR
2X STUDS 0 16" D.C.
BELOW GRADE (FORMED) -------------------------- 2- CLEAR
EACH GLU-LAM BEAM FROM AN APPROVED TESTING AGENCY TO BE SUBMITTED AND
2 X 3 FLAT BLKG- AT
LID
DIMENSION OF PLYWOOD
WALLS-------- ------------------------ ------- I " CLEAR
APPROVED BY THE BUILDING DEPT. PRIOR TO ERECTION. [(') USE V8 FOR CAW.
UNSUPPORTED EDGES, (REO-D.
TO
RUN PERPINDICULAR TO
COLUMNS ------------------------------------ 1.5OCLEAR
BEAMS AND V4 FOR SIMPLE SPANS BEAMS)
ONLY WHEN 0410 FOR ON
PLANS)
JOISTS
BEAMS AND GIRDERS ----------------------------- I -5'CLEAR
STRUCTURAL SLAB (ABOVE GRADE) -------------------- 3/4"CLEAR
4. ALL STRUCTURAL PLYWOOD SHALL BE IN ACCORDANCE WITH P.S. 1-74
NOTE. PLYWOOD TO BE
MIN. SHEATHING SIZE TO BE PERPINDICULAR
2*-0" X 4!-0'
INSPECTED PRIOR TO COVERING
9. NUMBER 5 OR LARGER REINFORCING BARS SHALL NOT BE RE -SENT WITHOUT
APPROVAL OF THE STRUCTURAL ENGINEER.
PLYWOOD LAYOUT
JOIST TO NON -BEARING WALL
NOTES:
1. ALL PIPE SLEEVES TO BE 2**
LARGER THAN PIPE.
2. FOR PIPES MORE THAN 3'-0"
BELOW BOTTOM OF FOOTINGS.
STEP FOOTINGS PER DETAIL
(NO PIPES ALLOWED IN FIG. STEP)
3. PLACE CONC. FILL AROUND
SLEEVES BEFORE POURING FTG.
PROVIDE 2" CEMENT
DRYPACK IF
PLACED UNDER(X_32L
EXIST. FTG.- n jt)r
L 9" Ld L 9"
'cl, PIPE
SLEEVE DIAMETER
PIPE TRENCH
In
D
- QD
L 40 '0' CONCRETE
50 V MASONRY 1
in
PROVIDE SLEEVES
FOR ALL PIPES. -
TRENCH SHALL NOT
UNDERMINE WALL FTG,
50% COMPACTED
BACKFILL 0 TRENCH
EXCAVATION
N,
..........
2
2
ai3
NO TRENCH NOTES: 4 1/6d MAX.
PARALLEL 1. BORED HOLE & NOTCH SHALL NOT OCCUR IN SAME SECTION.
TO FOOTING 2. NOTCHES SHALL NOT OCCUR IN MIDDLE 1/3 OF SPAN.
BELOW THIS
LINE
NO SLEEVES SHALL
PENETRATE FOOTING
TYP. JOIST NOTCHING
"Rso
BAR SIZES
3 1/2 V
#3. #4. #5
5 V
#6, #7, #8
7 V
#9. #10, #11
I
I- _ .
.. .- a __
20 STUDS 0
16" D.C. U.N.1
HEADER--/
2X BLKG.
2X TRIMMER-
U.N.O.
0 END POST-
& HOLDOWNS
U.N.O. W/ E.N.
HOLDOWN PER
PLAN ................ !1 2MAX.
6 MIN.
SHEAR PANEL LENGTH
DOUBLE 10P PLATE
0�i A 9- A r.% r"% A lk A r-1 r-1 MlA'rI^Kl
I milim
L
\-NOTCH IN STUD 12
NOTE: 13ORED HOLE
& NOTCH SHALL NOT
MIN, OCCUR IN SAME
SECTION
NON -BEARING
PARTITION
TYP. STUD NOTCHING
wm EXTEND
WAj6W WIDTHIWO
OF U.N.O.
I Od AT 12* FA -
SIDE/ EA. CRIPPLE
L40j,d
MIN.
0' 0, A 0'
A - AA!
HEEXTENT OF WALD STUDS � LFULL
IGH
(4) 16d EA. SIDE
2X STUDS 16' D.C.
(2) 2X CRIPPLES TYP. 0
BEAM OVER SO OEM.
USE 4X POST U.N.O. ON
PLANS (CRIPPLE OR POST
TO BE FULL. WIDTH ON SM.)
SILL PLATE BOLTING (OR NOTES:
SOLE PLATE NAILING AT 1. WHERE BEAM INTERCEPTS TOP PLATE
UPPER FLOORS) SPLICE USE ST6236
2. OWS - CAN SIT ON TOP PLATE ABOVE
W/ E,P.0 OR P.C.
TYP.. BEAM TO WALL
Na C C 432 432
Exp -
N\\,
SHEAR WALL SCHEDULE 1997 U.B.0
SILL BOLTING
MARK
WALL TYPE
ALLOWABLE
SHEAR 0
SIDE
SHEAR 0
BOTH SIDES
SILL NAILING
SHEAR
OF WALL
OF WALL
0 UPPER STORIES
7 8 WUCCO OVER PAPER 13ACKED LATH W/16 GA STAPLES AT 6"O.C. AT TOP & BOTTOM
PLATES, EDGE OF SHEAR WALL AND ON FIELD (ICBO REPORT No.1318, AUG. 2002) OR
180 PLF
5/iross-oc.
sW*271/2*0.c
16d 0 8"O.C.
(ICBO REPORT No.1254, MAR 1990) NOTE 4 AND 9 BELOW
3/8-PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS 0 6"O.C. AT EDGES & 12" O.C. FIELD
260 PLE
5/sOo3soo.c.
5/6**1q`o.c.
16d 0 6"O.C.
(TABLE 23-11-1-1 UBC)_ NOTE 1, 9, 10&11 BELOW
3/8*PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS o 4"bx. AT EDGES & 12" D.C. FIELD
350 PLF
s/e*owo.c.
5/evi3"m
16d 0 4"O.C.
0
(TABLE 23-11-1-1 UBC) NOTE 1. 6, 9. 10 & 11 BELOW
3/8-PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS 0 4-O.C. AT EDGES & 12" D.C. FIELD
380 PLF
5/6"02600.c.
5/6*ei30O,c.
16d 0 4"O.C.
(TABLE 23-11-1-1 UBC) NOTE 1. 3. 5. 6, 9. 10 & 11 BELOW
3/8' PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS 0 3* D.C. AT EDGES & 12* D.C. FIELD
490 PLF
5/slo2a"oc.
5/6*oio*o.c.
16d 0 3 1/2*0.C.
(TABLE 23-11-1-1 UBC) NOTE 1. 3, 5. 6. 9. 10 & 11 BELOW
3/8" PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS 0 2" O.C. AT EDGES & 12" D.C. FIELD
610 PLF
s/troielo.c.
a/slooloc.
16d 0 2 1/2*0.C.
(TABLE 23-11-1-1 UBC) NOTE 1. 3. 5, 6. 9. 10 & 11 BELOW
1/2- STRUCT I PLYWO WITH I Od NAILS 0 2- D.C. AT EDGES & 12" O.C. FIELD
870 PLF
3/4"016 o.c.
3141WO.C.
N/A
JOVER 3X STUDS (TABLE 23-11-1-1 UBC) NOTE 1. 3. 5. 6. 9, 10 & 11 BELOW
WiLli;
1. ALL EDGES OF PLYWOOD SHEARWALLS MUST BE 5. FRAMING AT ADJOINING PANEL EDGES SHALL BE 8. ALL INTERIOR BEARING AND NON BEARING
BLOCKED WITH ZX SOLID BLOCKING FOR WALL TYPES 3-INCH NOMINAL OR WIDER & NAILS SHALL BE FOOTINGS TO HAVE 7/32" SHOT PINS AT 32" O.C.
9 & 10. AND 3X SOLID BLOCKING FOR WALL TYPES STAGGERED. & 48"O.C. RESPECTIVELY- I.E. HILTI ICSO REPORT
11. 12, 13, & 14. No.2388, NOV 1995 OR RAMSET/REDHEAD ICSO
6. WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A REPORT No.1639, DEC 1995
2. WHERE SHEAR WALL SHEATHING IS TO BE APPLIED WALL AND NAIL SPACING IS LESS THAN 6 *O.0 ON
TO BOTH SIDES IF WALL, DOUBLE THE NUMBER OF EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL 9. USE 2 1/2* x 2 1/2" x 3/16" PLATE
BOLTS. (I.E. HALF THE O/C SPACING) ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL WASHERS.
BE 3- INCHES NOMINAL OR THICKER & NAILS ON
3. USE 3X PRESSURE TREATED DOUGLAS FIR EACH SIDE SHALL BE STAGGERED. 10. USE COX. CC OR STD SHTG IN LIEU OF
SILL PLATES AT FOUNDATION/FIRST FLOOR ONLY.
7, ALL CONTINUOUS EXTERIOR FOOTING TO HAVE STRUCT 1I PLYWOOD. ALL PLYWOOD SHALL BE
DOUGLAS FIR. OTHER SPECIES MAY REQUIRE
4. PAPER BACKED SELF FURRING EXPANDED METAL
5/8" X I DO A.B.'S 0 48"O.C. UNLESS OTHERWISE CHANGES.
NOTED' ON PLANS.
LATH WITH ICBO APPROVAL 11, AT EXISTING FOOTINGS USE REDHEAD WEDGE
ANCHORS TO COMPLY WITH SILL BOLTING. ICBO
u
Al!e4
a
>_4
z
z
ju
P4
0
z
E--i
cQ
cb
z
ru
rill
0
rn
V.d
CQ
0 C
1'z
i r ?__ iro I m_- m ��
®;u
PPERARED B
1 RIDGE BOARD OR HIP 16d 0
WD. POST W/ RAFTER PER PLAN 4" O.C.
SIMP `CBS, 2
2 RAFTER PER PLAN 12 E.N. 1. 'SIMP'EPDXY-TIE TO SHEAR PANEL D
SD1II RFS 05X8 W/5" MIN. PER PLAN
3 4X4 KING POST EMBEDMENT DEPTH In z
3:
TO CONIC. AT 4 1/2" MIN.
+ 4 TOP PLATE FROM END, 12 " MIN.
T_ FROM EDGE. SPACED PER
z
FLUSH BEAM WHERE w Z FOUNDATION PLAN SSTB
+ OCCURS WITH PC a
ANCHOR
2. EXISTING CONC. FOOTING
6 SIMP PC Im 0 76.4&
to 2
Z 3. END RIM JST. OR BLK'G
M, 7. 3- 16d F.N. TO RIPPED
A
KING POST 4 4. 16" LONG 2X SHIM OR
I WALL DASHED 2X BLOCK
(WHERE OCCURS)
P,
2 SOT. PLT. & NAIL*G
5- 1 FRM CORWR &
N. 4 3 FLR. SHT'G & FRM`G.
A,
2
ce DASHED 0 INIT. WALL NOTES:
1—J; (WHERE OCCURS) i IL
J A. DRILL HOLES PER MANUF.SPECS,
4 TYP. DBL. TOP PLATE 1 � I
...... SET MIN. S. A30EPDXY ICSO 7 THREATED RO5279 OS W/ SIMPSON
ON
5 2X PIM JOIST *
W/ 16d 0 8" D.C.
\fj
TO TOP PLT.
6 PLY'D FLR. SHEATHING
PER PLAN
4
SEE PLAN FOR SIZE E 7 SOLID BLK. 48" D.C.
SEE SHEAR WALL SCHED. 8 SHEAR WALL PER PLAN
AND REINFORCING 4 FOR SHEAR TRANSFER 0 WHERE OCCURS
1:yj" FRM EDGE
SHEAR WALLS 9 A-35 PER SHR. SCHEDULE
FTN'G (9?1 PATIO 17 KING POST 13 SHEAR TRANSFER @ A.B. AT EXISTING FTN'G rr-o HOLDOWN
FLOOR TO WALL 5
2
A 4'-0" MIN. LAP (2) 16d STUD 5 2
1 5
(8) 16d 0 MIN. 1 6 1
LAP TOP PLT. 16d 0 16" D.C.
a STUD MAX 1 5 2
4
2
4X4 4
HDR.
MIN. PROVIDE 1X6 LET -IN
6
BRAC'G {IF NO SHEAR
WALLS OCCUR) 0 60 7 +
MAX. 0 450 MIN. W/ 6 ------- > 7
16d )Q2 4
O.C.FACE (3) 8d EA. END & EA. 8
(3) 16d E.N. STUD BRACE EA.
NAIL TYP. CORNER 0 25"O.C. MAX.
4 9 STUD WALL PER PLAN
2X TRIM*R & (2) 16d E.N. PROVIDE 2X. FIRE V 6 2- 2X4 PLT.
KING STUDS
0 JAMB TO 2X SILL BLOCK WHERE WALLS 3- SHEAR WALL WHERE OCCURS
TYP. EXCEED IO'H. & AT ALL
1- ROOF SHT'G 0/ 2X ROOF RFTR. 4- 2X BLK`G OR
CL`G & SOFFIT LINES PER PLAN (lX6STARTER BOARD z RIM JST.
2X STUDS -SHIPLAP- AT EXPOSED EAVES)
a 16" D.C. m 5- Y4" PLYW'D SHEAT`G PER
2- B.N. - PLAN 0/ 2X FLR. JST.
(2) 10d T.N. 0 2X P.T.D.F. SILL PLT. I- ST2115 0 48" D.C. IN 1- (E) ROOF SHT'G 0/ 2X ROOF RFTR. 3- (3)- 16d 0 RFTR. TIE 00 PER PLAN W/ R-19 INS.
EA. SIDE STUD W/%" DIA. ANCHOR LIEU OF 2X4 TIES 2- E.N. 3 4- 2X BLK'G W/ A-35 0 6- G.I. MUDSCREED AT EXT. WALLS
TO PLT. BOLTS W/ 7" EMBED*T 2- S.N. 3- 2X BLOCKING (ALT.) 16" O.C_ U.N.O. 7- A-35 0 16" O.C.
PROVIDE A. B. 1/8- 2X4 P.T. D.F MUDSILL W/ A.B.
PER PLAN PER PLAN W/ 2/2"XV/2" X
PER FOUNDATION PLAN. 3- 2X RIDGE BOARD 4- 2X CONT. 16d 0 5- 2X CEILING JST.
m0 60" D.C. & 41/2" 4- PLYW'D ROOF SHEATHING PER PLAN 6" O.C. TO BLOCK- OR- WITH 1/4" THK. PLATE WASHER
i MIN. / 12" MAX. FRM. 5- ROOF RAFTERS PER PLAN 2- 16d NAILS TO EACH RAFTER 6- DBL TOP PLATE PER PLAN ,5t 8" D-Z)L
SILL END I IN LIEU OF 2X BLOCKING. 7- 2X STUDS 0 16" O.C. SEE SHEAR WALL SCHED, w 9- CONCRETE FTN'G PER PLAN
6- 2X4 TIES 0 48" O.C. 5- 2X RAFTER 'CALIFORNIA' OR WD. SM. PER PLAN FOR SHEAR TRANSFER 0 z4"MIN 10- �104 REBAR TOP & BOT.
7- 3- 16d TYP. FRAMED 8- SHEAR WALL PER PLAN SHEAR WALLS
----------------------- 8- CJ / TIE PER PLAN W/ 4- 16d 6- PLYW'D SHT'G PER PLAN WHERE OCCURS
TO RAFTER
EXTERIOR BEARING WALL 'CALIFORNIA' FRAMED
FRAMING 18 RIDGE 14 ROOF 10 SHEAR TRANSFER EXTERIOR FOOTING
AT SAVE
OUTER 1/3 MIDDLE 1/3 OUTER 1/3
SHR. WALL
OF SPAN OF SPAN OF SPAN ONLY 53 (2 ROWS) 1
AT TOP OR SOT NO NOTCHES AT TOP OR SOT WHERE OCCURS
"D ALLOWED U.N.O. 18" MAX S.N. 2
8 E, N,
4 EXISTING
6
4
/�ji I I \
3
OUTER 1/3 MIDDLE 1/3 OUTER 1/3 NOTCHING 4 1. 2X OR 3XtSTUDS PER PLAN 8
____T < 8c S.W. SCHEDULE z 6
OF SPAN 7
OF SPAN OF SPAN ONLY
AT TOP OR SOT NO NOTCHES AT TOP OR SOT 2 5 7
ALLOWED U.N.O. 12 2. E.N. 9 1- 2X STUD WALL WHERE OCCURS
to
PER PLAN
3. B.N. 2- 2X4 PLT.
4.S.N.PER PLAN OX6 STARTER BOARD 4- 2X BLK'G OR FLOOR JST
cv SI- ROOF SHT'G 0/ 2X ROOF RFTR 3- SHEAR WALL WHERE OCCURS
z
-SHIPLAP- AT EXPOSED EAVES)
5. PLY'D SHT'G PER PLAN :2 5- PLYW'D SHEATG PER
0 0 2- 2X4 FLAT LOOKOUT a 32" O.C. PLAN 0/ 2X FLR. JST.
t. 6 2- 2X RAFTERS NAILED TOGETHER NOTCH INTO FIRST RAFTER
POST/CRIPPLE POST PER PLAN 9-0 PER PLAN W/ R-19 INS.
7 00
2�3 cq w 12 7 2- 2X TOP PLT. 3- B.N. 6- 2X SLK'G 0 16 O.C.
2. SIMPSON ST PER PLAN 4- (2)- 16d 0 EA. 2X4 AT PARALLEL F.J.
MST W1 17- 16d 0 EA. END. HEADER W/ SIMP PC 2X LARGEST 7- A-35 0 16" O.C.
OCCURS MIN. OR SEE SHEAR WALL V8- 2X4 P.T. D.F MUDSILL W/ DIA
W/ 12- 16d C EA. END OR CRIPPLE WHERE BORE DIA. BORING 8. SIMP. A35 0 16" D.C. 5- A-35 @ 2'-0" D.C.
3- OBL �X BLK'G r9. SIMP A35F 0 161, D.C. SCHEDULE 'OR U.N.O. 3.5'L 8" L3.5t X 10" L. A.B. PER PLAN W/
11 6- 2X STUDS 6 16" D.C. 2f 2 "x2f/e x
10. CL'G JST. PER PLAN 7- SHEAR WALL PER PLAN 15" MIN THK. PLATE WASHER
FRACTION SEE SHEAR WALL SCHED. WHERE OCCURS 9- CONCRETE FTN"G PER PLAN
OF JOIST 2X6 2X8 2X1O 2X12 2X14 11. WALL FINISH PER PLAN FOR SHEAR TRANSFER 0
f/.. 1%" 2�/j" 200ICBC SHEAR WALLS 8- 2X BLK'G 0 48" O.C. 10- (2) *4 REBAR TOP BOT.
D/6 N I I a 11/2 SECTION 2320.8.3 12. SOLID BLK'G, FIRST BAY ONLY
D/3 11/4 23/s" Y 3Yq" 4
19 BORED OR NOTCHED JOISTS 15 SHEAR TRANSFER SHEAR TRANSFER AT INTERIOR FOOTING
STRAP NTS GABLE END
1- ROOF SHT'G 0/ 2X ROOF RFTR.
4X4 HDR. PER PLAN OX6 STARTER BOARD
MIN. u
-SHIPLAP- AT EXPOSED EAVES)
2- B.N.
PROVIDE S.N. FULL HGT.
. I A -:Y
3- 2X CRIPPLE STUDS 0 16" O.C. 16d 4
AT KING STUD AT EACH 4" OX.
SIDE OF OPENNING 2X BLK'G W/ A-35 0 1 2
BORED HOLES MAX 40Z OF STUD 16" D.C.. U.N.O. 2 E.N.
I WIDTH @ BEARING WALLS, 60/ MAX. 5- 2X CEILING JST. 6 0
0 NON -BEARING WALLS. PER PLAN 4
'SIMPSON'
NO.
POST
BOLT
0
CONIC.
BOLT
gr
Le I
HS
S8
MIN.
PST
I
SIMP.
SSTB
MAX
LOAD
HD2A
(2)%
%
12"
4V2
41/2
4X4
16
2775
HD5A
(2) 74
-Y4 '
16"
51/413
4X4
20
4010
H06A
(2) %
%
24 "
61/a
3V2
4X6
28
5510
HD8A
(2) %
%
24"
6V8
31/ ,2
4X6
28
7910
HD10A
(2) ys
Ye
24"
61/8
31/2
4X6
-28—
�90
wan
SIMP 516236 U.N.O.
6- DBL TOP PLATE PER PLAN
MIN.
AT HOR AND SILL TO 4X Ls� 4—
NOTCHES- MAX. 257 OF STUD 7- 9X STUDS 0 16" O.C.
SLK'G. OVER SHEATHING
WDW. -TYP, 4 PLACES- NAIL WIDTH 0 BEARING WALLS, 40/ MAX. OR WD. SM. PER PLAN 0
OPENING 0 NON -BEARING WALLS. 8- SHEAR WALL PER PLAN
STRAP W/ 16d SINKER SEE SHEAR WALL SCHED.
OR 10d COMMON NAILS WHERE OCCURS 4 FOR SHEAR TRANSFER 0
4X4 WDW. STUD SHEAR WALLS
3
SILL 4X4 BLOCKING W/ 10- S.N. 6EDGE NAILING
HD
4 r H 0 PLAN
maz Z 29T 3 >
--IT
PLY'D FLOOR z
All, III SHEAR MATERIAL. SEE SHEAR WALL SCHED. E.N. SHEATHING PER PLAN 2. EXISTING CONC. FOOTING
SE PLAN (APPLY FOR SHEAR TRANSFER 0
AQnVV AKIn MIN 11W SHEAR WALLS 1qHT'r "A PN PIKI _14-ZT nP at V111. 2 FI P. FRM'(, 6 L-, n
11 .
N,
OHNNING)
FRACTION
OF STUD 2X4 2X6 2X8
NOTE, NOTCH & BORE
NOT TO OCCUR ON SAME
STUD WITHIN 36" OF
EACH OTHER.
OVERLAP CELL
le-V 4^.11 1
NG
rf- ��g
DASHED 0 INT. WALL
(WHERE OCCURS)
3 WALL DASHED
(WHERE OCCURS)
4 A-35 PER SHR. SCHEDULE
2 4. 16" LONG 2X SHIM OR
ui
2X BLOCK
gi
MIN NOTES,
25Y D
AR
40/ D 13 " 2Vs" 3"
607 D 2"Siltli
-------------ri
5 SHEAR WALL PER PLAN A. CONT.INSPECTION REOUIRED
SECTION 2320.11.9- 2320.11.10 AS REOUIRED WHERE OCCURS
S. DRILL HOLES PER MANUF.SPECS.
t C. A307 THREATED ROOS W1 SIMP
6 FLOOR JOIST PER PLAN SON
C7 SET EPDXY ICSO *5279
7 2X BLK.
SHEAR TRANSFER W/
v.v-0..
'BORED OR NOTCHED STUDS NTS SHEAR TRANSFER
ST6224 AT SINGLE OPENING SHEAR TRANSFER @ H01�!N AT EXISTING FTN'G
I ntnD T,*L_AA1iz1 It.
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2017 W.ALCo AVE.
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CALIFORNIA 92703
AA.DRAFTING0MSN.COM
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DESCRIPTION OF JOB
ADD NEW 1ST FLR RM ADVN 491 sf
ADD NEW 2ND FLR RM ADWN 1688 sf
DETAILS
V4...i.
PREPARED BY:
4X4 TOP RAIL CUT TO RECEIVE
2x
----NEW POST PER PLAN A-P, ocf so7i`g, CONTINUOUS TUBE
2X BLK'G W/ SIMP CBSO
OR F.J. EA. CLR (E) FLR JST.
cALif- T RA'r-- IV2" X 1"X 0.074 CONTINUOUS SIDE OF POST
p I TUBE
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0 26" 01. WELDED TO TOP TUBE
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0
SEE PLAN FOR SIZE
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4-
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2X' -6224� ODROP EPM
SIMP, S1
W/2--10c,10
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I. 2,y TDPII
TO 13M. SjAGG.
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7 `----_---f3M�PER PLAN W/
2-- 2X i'OP PLATE c .,f AS
PC OR, EPC
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POST PER
1.pI N uj
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PER PLAN' . .......
X
FULL HT STUD W/
"2 --u TD p P4 fer- 16d 0 12*OC
TO POST
pm
3
T, E01 EO
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STRAP Ccb BEAM ........... ......
SEE PLAN
3�- 26- FOUNDATION UNDERRPIN 22
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3
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6
1-1ir F11m. 7t
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7
2X BLK'G W/ 16d 0 8" D.C.
TO LEDGER, TYP.
2 SIMP TS9 0 48" O.C.
p 7
2uj_ F► 3 2X LEDGER W/ 2 -16d
2-1a,d Tld� o ?,x4 FAFTIE-*F,
6) e7. stop
3-16(d 'IN. u 2x6 RArlrf�',R 0 EA.STUD
A P Tf: 4-16-di TN,,V, 2xE3 ZAP -R 3 4 CONT. SHEARPANEL W/ BLK'G
ot 't.NL �0 2XI0 E.N. 0 PLY'D SHR. WALL ONLY
13 co BASE . ...... - - ---------
4 5 2X RR PER PLAN
LA_ --------- ------- 6 ROOF SHT'G PER PLAN
7 2X STUDS 0 16" D.C• .
FLAINI
8 WALL FINISH PER PLAN
.... . ...... ... ... 9 E.N.
IV -rrf. 2x RA\,P 'TO JHIFI/
10 B.N.
-2.
33 SHEAR TRANSFER 23
4-
PLWD SHT'G "CA'
FRAMING ...
RJ OR RR Pr PLAIN
PER PLM
-2.115 0',, -1-8" O.C. ACROSS
F110SIT' RAFTERS OPF
'N
PLYWD SHT"(,
A 2X BLK'G
2.X BLK"G \ �5 1,
2.X BLK'G 2. 10d EA SIDES
FIRST BAY W/li Bcl'� I
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PER PLAN
....... ...... .... . ............... ........ . --1 2X4 016'O,c.
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ADWN 1688 sf
DETAILS
PfIEPAFEO Br:
\_TS 1 1/2 x 1 x 16ga POST PER PLAN
1 1/2" CONT. TOP TUBE
--SIMPSON ST6236 W/ 12—, 160
7
0 EA. END OR MST48 W/
TS 1 1/2 FE x 1 1/2 2-2x TOP
3/4"' "O/c 2 17- 16d 0 fA END
3/4 x 1 /8 POST 0 48 00
to
A DRILL 9/1 6-MIN 0 #4 REBAR-, MAX. — WELD TO TOP - --- - - ---------
IROOLE FILL W/EPDXY DOWELS 0 TUBE 0
U
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ALTERNATE- USE 1/2" IS REQ'Q. FOR EPDXY IN c— Ts 1/2 x 1/2 x 14ga
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A�L _,ws.
REDHEADS THRD'D ROD THIS APPLICATION.
VERT. 0 4-O/C MAX.
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DRILLREBAR DOWELS SLANT HOLES EXIST*G NO SAME SIZE & CONT. BOTTOM RAIL
1/1, 6" OVER DIA OF
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GROUT 24*MIN FOOTINGS
n PLYWOOD SEE PLAN FOR
Z�\ MODEL NO.
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SEE SCHEDULE FOR
SCREW HARDY PANEL y
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OCCURS z
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4-1/4"0 x 51" TYP.
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FLOOR DETAIL HARDY FRAME DETAIL
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0
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PER PLAN
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PI -AN
it
SIMPSON
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IYPE
F1 ID D s,3
HD2A
SST8 #
1-POUR
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SST
2-POUR
20
CAPAC 11TY
W/ "
40
MIN.
3610
2775
HIT16
16
20
3480
PHD5-SDS3
20
24
4010_
4600
5175,
PHD6-SDS3
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0. 28
28
34
34
5860
5105
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7 T6 0
HD10AL
28
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34
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9540
SEE SCHED. FOR LENGTH 0
No. C 43205
"HARDY FRAME"
SEE PLAN FOR
MODEL. NO,
7/8"o EPDXY
BOLTS - EMBED
15" INTO WALL
FTG. W/SPEC.
INSP. PER ICBO
#ER5279, R.R.
iI #25279
2, PTDF
SILL i
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4 I
NI
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Exp. 3/ 1 xz
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WHERE OCCURS
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SCREW KING STUD
WHERE OCCURS TO
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SCREWS (TYP.)
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+
4-
0
CONIC, SLAB OR
CURB
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Swpr
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NOTES: 7
7�
1 FOR AI „1
FOUNDATION USE SSTB FOR TWO 411 49-�� - >
POUR SYSTEM AND EXTEND BOLT BEYOND 3/4"o EPDXYIl# z
SILL PLATE ABOVE FLOOR SHEATHING, OR U�E. sc _/x
)LTS EMBED F-�
SIV. CNW COUPLER FOR BOLT EXTENSION. '7" MIN. - SEE 4 Q a m
_j 2, CONCRETE STEM WALLS SHALL BE 6"MIN SCHED. FOR
MIN, WIDTH NO. REQ'D. 4 PO CT -,f -tj -T.
DEEPEN FTG. AS REQ D.- WIDTH FOR 5/8"0 ANCflORS, 8 V)/ a. I
TO ACCOMODATE BOLTS FOR 7/8 0 ANCHORS, 8" MIN. FOR CONC.
(MINJ '12' x 12") BLOCK.
y Pc:
AS c)ccvv,5
TYPICAL HOLDOWN DETAIL HARDY FRAME DETAIL
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PH 714 835 1585
FX 714 835 1428
2017 W. ALco AVE.
SANTA ANA
CALIFORNIA 92703
AADRAFTINGOMSN.COM
REVISIONS
DRAWN: AL
CHECKED:
DATE:
JOB NO:
SHEET NUMBER:
m
}pqoow17�<-ADS
I
fk 1S S POSTI PER PLAN -1-
_ k. .. 2x STUD
FASTENERS -- SFILLER 'rr�IR S1 tr�E PER MANUF. f t )
; _... P PER Lx,
i N
�A
5 ,9P. € IOl�1ONdN ._ n I--'---•i-OP OF
PER PS Aid (PHU �€ CONC,
SHOWN) fN) i 1
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NEW SILL
j
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SCHIEDULE
TYPE
°D°
THRO, .
ROD
A'LOW ,
TENSILE
=-OAD
SEENOTL 1
Pf1D2--SDS3
12"
5/8%
3610
1-102A
_12'�
5/8'¢_..t2775._.__
F€iT1Ei —
12�
-
6f8 �
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12"
5/P"V°
4010
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HT T 22 _..._
12"
5/8'o
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PHD6-SOS3.__15»_
7/8-0
5860
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7/"e
5105
HDSA
�15'
7/8"o
7460 _
H010A
15-
718.0
9540
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15",
7/8"0
83?_5
118%, LARGE
NOTES:
4 x alp -Peg THAN BLT. D A,
. t i �� ' 1. CONCRETE = F`C 2GCs0 PS€ E�iIN. r-
j °Z 3G �ntti% 2. FOR RAISr_D FLOOR FDN, USE LONGER
_..,......_..... BOLTS OR USE S€MP. CNN COUPLER,
' ;` { !� TO EXTEND ABOVE FLOOR SHEATHING. -
- z
THRD ROOD Wcl
fop. wro Q� CONC.
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}4I IC8O #527J L,A.R.R. ,#'-2`52_79
F TG, U
k G If W SPECIAL INSPECTION. O
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,. J
SEE ARCH. #3 NOSING BAR TYP. 2X F.J. 2X BLKG. FLR. SHTG.
CONCRETE SLAB z
NO GAP MAY BE LARGE ENOUGH PER PLAN O
TO PASS A 4" OIA. SPHERE TROUGH.
1 1 2•"xt i 2"x16 GA POST 3 i8` O,C, U
" WAY CTR. �
// / LINE OF SLAB
a S•�cr• O.c. �tAX iYP.) GIRDER �
fRC#i RAILING NO iE: Z
i 1/4"xi i 4"x PER DETAu SEE ARCH. ` a AT EXIST, FLR. ^. -
4' MIN. 4X4 POST- GA. TOP & PLANS WHERE POSTS PC w
80TTC�t RAELS DO NOT LINE PBS41t- n
SEE ARCH. p ..: 0
t//2"xSjj2"xf6 G PLANS UP WIG€RDERS
f4GK£itS. 2x BLOCKING WJ `A35'
EACH SIO I USE 4x OR 6x STEM GONG.- -*-IL
x BE'iW. JSTS. TO N.G. Q
° v #4 DOWEL 24' O.C. MATCH POST O
IF COLD JOINT IS USED
JOIST 4R i WIDTH 8c 2-A35's
-- SLOCKINC EA. END - SEE ,. � d
-&J DEC. BELOWzi
r .
�. s* i f Jj4"x4"x4`• STL BASE 12" MIN ti v i - 4 CONT. BLK. - 2
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4x of 6x 6" L0 NG LAG 8 TS ; C)
NOTE: 3" WN. EMBED. INTO 4x q 6x F,J. a Rid{ dCiST j � � SEE PLAN 2 #4 E%W a
)KELD ALL 1J£M9£R WJ 4x a 6x BEAM. O
i/S'• FILLET ALL ARO%NO. 8" MIN.
NOTE: ALT. USE PREFAB PIERS EMBED 2" w
€ J31, POST
INTO CQNG. PAD IN L.IEU OF CONC, STEM �
IRON GUARDRAIL. DETAIL CONCRETE STEPS:.
CONCRETE PIER � z
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SANTA ANA
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AADRARw TINOOMSN. COM
REVISIONS
SITE:
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OWNER:
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DESCRIPTION OF JOB:
491 SQFT IST FLR RM ADWK
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DRAWN: � �
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CHECKED;
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DATE
JOB NO:
SHEET NUMBER:
PPEPARED RV:
CERTIFICATE OF COMPLIANCE: RESIDENTIAL (►age I of 3) CF-1R
ite v ... ..
gat �gpem�"��
Plan Check /Date
FieldCheck/Date
Corrjpliane, Method (Package or Computer) Climate .one Enforcement A�jaacy UWG*
GEN
Total "
tA410Wk A 1) WIN -
Average Ceiling Height: ft
Cofe
01 Conditiw;A,--,
Z �"r
m k", gggp
nm_
Fainillr' Addition
In C
__�,ingle
i Bl g
-Addition
Multi -Family -Fainily
Existing -Plus
(check &WW"
West All Orientations
South
Front 4- W"J"Ma—tim- 0 Norffi
(input front orii'Auti.. eI fim T.. North and circle one)
ones
Nluml:I4 f_D�lling IWts-
Floor &il�ttcttOfl Type: 316 aised, F1 (circle one or both)
RADiAlk e zones 2, 4, 8-15) Required for this submittal _ieyes —no
U WOULO IMMAMN
fr
Como**
Frame Type
Cavity
Sheathing
Total R-
Assembly
Location/Comments
Ty'pe,
wd = wood
insulation
Insulation
Value'
UFactor'
(attic, garage, typical, etc-)
sti = st"a
R-Value
R-Value
Wall
Wall
Roof
Roof
Floor
#2
Slab 14"WIN6
Shading Devices
Fenfit
— — — — — —
In:
Area" T
P I I I ,
eneWAtion
—Fenestration
Fene
Exterior
Overhangs/
U -Factor
8HGC
Sbadin AnJ
Fins
Front i
Left
Left
Rear J0"
Rear
WgnI
Right .'� . . . . . . . . .
Skyli ..............
11111—Skyli
MO:
41
A 2001
Ugust.
AT`t
)RyMF ,Ass CHECKLIST: RESIDENTIAL (Page I of 2) MF-1R
subject &*e Stwidsuds mug contain these wemnes regardless of the oon#iancs approach used.
be supmetled by more stringent compliance reqUirementSfisted onfite Certificate of
is, intq* permit documents, the f-vm-noted shall be obusideredby all paities as
mandatory rrx croons they am shown elsewhere in the documeab
g WPIcerJ for the
;0i, herl. completed or enter N/A if not applicable.
DES104M
ENFORCEMENT
�
.T,V,'12"
B
� 011. ----------- X__�
R-Valm cturees I"act
ion in woad rxied walls or equivalent U Factor in metal Iratraevaaih
canterior rears iIs)
R-/raisedw'bor insti
¢ 3'{� ,jutsulatior# _� water' absorptiex►,rue nc greater than 0.3%, waterva�r transmission steno
Vactdards IndIcatetypeandfomt
. . . . . .itcl InfittratiiId'affiltration controls
bps ed and unconditioned spaces designed to limit air leakage.
jr
...........
products (except fiel d- 6bncatd) bave label with certified U -Factor, certified solar Heat
Gain C "i (swc), 81100111wtion caltificalim
3. Exti&� and Windom wegtherstt1ppe d. all joints and penetrations caulked and seated.
§ 150(g): vapor barriers mandatory in Climate Zones 14 and 16 only-
f 150(f). Special infiltration barrier installed to comply with § 151 meets Commission quality standards.
I SWy k4tillation offireplaom Decorative Gas Appliaums and C— Lop
I MASOMY Ltd :factory -built fireplaces have:
a: Oombip metal orgtass door
b. Ocrtsideak intake With damper and control
lc;. Fiat damper and Control
2, lv* continuous burning gas pilot lights allowed.
Space Conditioning, Water Heating and PIUMbing System MeMweW-
'f 110- 11 3: RVAC equipment, water heaters, showerheads and faucets certified by the Commission.
All
150(6): Heating and/or cooling loads calculated in accordance, with ASMAE. SMACNA OR ACCA_
150(i): Setback thermostat on all applicable heating and/or cooling systems.
150&. Pipe and tank insulation
I. storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with
insulation having an installed thermal resistance OfR- 12 Or greater.
2. Vita 5 feet of pipes closest to water heater tank, non -mcir, -ulating systems, insulated (R-4 or greater)
3. Back-up tanks for solar, system, unfired storage taroks, of other indirect hot water tanks have R-12
external insulation or R-I 6 combined internallexterrial insulation.
4, All buried or exposed piping insulated it, recirculating sections of hot water systems.
s. Coating system piping below 55°F insulate&
Aping insulated between heating source and indirect W Water talk
Pon
A" 20(
CERTIFICATE OF COM MIANCE: RESIDENTIAL (Page 2 of 3) CF1R
Project rifle 5a—te--T
HVAC SYSTEMS
. . ........... 1.�
Note: Input hydrenic or combined hydronic data under Water Heating Systems, except Design Heating Load.
Distribution
Heating Equipment Minimum Type and Duct or Heat Pump
Type (furnace, hew Efficiency Location Piping Thermostat Configuration
pump, etc) (AFM or HSPF)_, (ducts, attic, etc..) R-Value Typiq (split or packo&e)
U
Cooling Equipment Minimum Duct Heat Pump
TV Efficiency Location Duct Thermostat Configuration
pe (airconditiorw, fSEER)(Ac, etr.) R-Value Tvvc lit or ark en
P 4%
SEALED DUCTS and TXVs (or Alternative Measures)
* Sealed Ducts (all climate zones)
(Installer testing and certification and HERS rater held verification required)
* TXVs, readily accessible (climate zones 2 and 8-15 only)
(installer testing and certification and MRS Rater or field verification required)
* Refrigerant Charge/Air Flow (climate zorms,2 and 9-15 only)
(installer testing and certification and HERS Raw,, or field verification requited)
OR
)< Alternative to Sealed Duets and TXVs (see Package C or D Alternative Package Features for Project Climate Zone)
Climate Zone Window SHGC Window U-Factor SEER Heating
WATER HEATING SYSTEMS
Energy' External
Rated, Tank Factor or Twnk
Water Heater Distribution Number Input (kw Capacity Recovery Standby' Insulation
Tvve Type in S sternBtxllhr) (Zanomi Efficiency Loss Zo) R-Value
I. For small gas storage water heaters (rated inputs of less than or equal to 75,otlo Btwhr), electric resistance, and heat pump water heaters, list Energy
Factor. For large gas storage water heaters (rated input ofgmater than 75,000 BtWhr), list Rated Input; Recovery Efficiency and Standby Ioss,
For instantaneous gas water heaters, list rated input and recovery efficiencies.
SPECIAL FEATURES (add extra sheets if necessary). Package C and D: TXVs, Sealed Ducts, Radiant
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).
Compliance Forms August 2001
MANDATORY MEASU kES CHECKLIST.- RESIDENTIAL (Page 2 of 2).',irff-lR
1�4ow Lowrise residential buildings subject to the standards must -contain these measured 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 this checklist is iyworporated into the permit documents, the features noted shall be considered by all parties as
minimum component performance SpOCifiCatiOns 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.
DESCRIPTION
DESIGNER
-ENFORCEMENT
Space Conditioning, Water Heating and Plumbing System Measures: (continued)
§150(m): Duotsand Fans
1, All duos and plenums installed, seated and intilated to meet the requirement of the 1998 CM03ections 601,
603, 604, and Standard 6-3; ducts insulated U a minimum installed Icvel ofR4,2 or enclosed entirely in
conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system
f JL 181 A, UL IS IB. If mastic or tape is used to seat
that inceis the applicable requirements of UT, 181, or
openings greater than 114 inch, the combination of mastic and either mesh or tape shall be used. Building
cavities shall not be used for conveying conditioned air. Joints and scams of duct system and their
components shall not be seated with cloth back rubber adhesive duct tapes unless such tape is used in
combination with mastic and drawbands.
2. Building cavities, support platforms for air handlers, and plenums defined or constructed) with materials
other than seated shed metal, duct board or flexible duct shalt not be used for conveying conditioned
air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and sUport
platforms shall not he compressed to cause mductions in the cross -sectional area of the ducts.
3. Joints and seam ofiluct systems and their ocrpnents shall not be sealed with cloth back rubber
adhesive duct I" unless such tape is used ire combination with mastic and drawbands.
4. Exhaust fan systems have back draft or automatic dampers.
5. Gravity ventilating systems serving conditioned space have either automatic 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 protected by aluminum, sheet metal, painted canvas,
or plastic cover. Cellular foam insulation 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 material.
§114: Pool and Spa Heating, Systems and Equipment.
1. System is oertiftedwith7S 1/o thermal effcie,.ry> on - off switch, weatherproof operating instructions, no
electric resistance heating and no pilot light,
2. System is installed with:
a. At least 36" of pipe between filter and heater for future solar heating,
b. Cover for outdoor pools or outdoor spas.
3. Pool system has directional inlets and a circulation pump time switch.
§ 115: Gas fired central furnaces, pool heaters, upa heaters or household cooking appliances have no
AN"
continuously bunt pilot light.
§Ilg(f): Cool Roof material meet specified criteria
Lighting Measures.
§1 5Q (k)l.: Luminaires for general lighting in kitchens shall have lamps with an efficacy of40 lumeatatwatt
Ali
or greater for general lighting in kitchett& This general lighting shall be controlled by a switch on a readily
df
accessible lighting control P!1.1 at an entrance, to the kitoltem
§150 (k)2.- Rooms with a shower or bathtub Mwt have either at least one luminaire with lamps With an
efficacy of4O limmustwatt or greater switcheilat the entrance to the MOM Or one of the alternatives to this
requirement allowed in § 150(k)2,; and incandescent recessed ceiling fixtures are IC (insulation cover)
approved.
Compliance Forms August 2001
CERTIFICATE OF COMPLIANCE: RES11DENTIAL (Page 3 of 3) CF-1R
Pviiftct THE-,-
COMPLIANCE STATEMENT
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.
Designer or Owner (per Business and Professions Code) Documentation Author
Name: Name:
Title/Firm: Title/Firm:
Address: Address: IN44g2t Abtfy.
'A Telepholip Telephone: em : -J� -:�40
11 # Lie. #-
V
(date) (si ature (date)
Enforcement Agency
Name:
Title:
Agency:
Telephone: IeM
gostore fsttp) (dot
ICompliance Forms August 2001
N
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714 285 1121
2017 W. ALCO AVE.
SANTA AN^
CALIFORNIA 92703
MACIELALOMSM.COM
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