HomeMy WebLinkAbout10151548.pdfREVISIONS 1 5Y
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44PL
I250 S. FLOWER ST.
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LOT SIZE
8852
EXIST. HOUSE
1480.5
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EXIST. GARAGE
380
PROP. ADDITION
'190
TOTAL LOT
2650.5
COVERAGE
32%
CONSTRUCTION
YN
TYPE
Af'N
013-012-14
ZONING
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A.- ALL WINDOW ARE NOTED BY WINDOW SCHEDULE
IN PLAN AND ELEVATIONS, WITH SPECIFIC
MANUFACTURER SELECTION 5Y OWNER AND/OR
CONTRACTOR. CONTRACTOR MUST VERIFY ALL
REQUIRED ROUGH FRAMING: OPENINGS.
B: BEDROOMS AND SLEEPING AREAS MUST HAVE AT
LEAST ONE WINDOW WITH A SILL HEIGHT OF NO MORE
THAN 44 INCHES ABOVE THE FLOOR WICH WILL MEET
LOCAL CODE EGRESS REQUIREMENTS.
C: ALL WINDOW, PATIO DOORS AND DOORS WITH
GLASS SHALL BE DOUBLE GLAZED, INSULATED UNITS
WITH WOOD OR ALUMINUM FRAME CORE INSULATED
STEEL, DOORS UNLESS OTHERWISE NOTED,
E,- ALL WINDOWS BETWEEN GARAGE AND LIVING AREAS
SHALL BE ONE HOUR FIRE RATED
ASSEMBLIES WITH 13/4 SOLID WOOD CORE (OR CODE
APPROVED EQUIVALENTS) WITH SELF CLOSING MECHANISM.
1,ALL NEW
CONSTRUCTION (SHADED)
�3E DONE IN ACCORDANCE WITH THE 2001
CALIFORNIA i► its
-MECHANICAL AND ELECTRICAL
r ♦CODf.:S,ANo
LOCAL CODES AND ORDENANCES,
ALL R SHALLi
STATE--�CALIFORNIA eUILDING STANDARDS CODES
FbUND IN THE iF- CALIFORNIA
1
LIGHT AND
VENTILATION PER CeC SECTION
MINIMUM OF OF OUTSIDE AIR PER
OCCUPANT 16 REQUIRED FOR VENTILATION.
A,- ALL WOOD CONSTRUCTION SHALL COMPLY
WITH CODE SEC. 2320 AND MINIMUM NAILING
WITH CODE TABLE 23-11-5-1,
B: WALLS WITH PLUMBING WILL BE 2X6 STUDS,
C,- WALLS AROUND TUB AND SHOWERS TO BE
FINISHED WITH HARD NON -ABSORBENT MATERIAL.
D.- A MINIMUM WIDTH OF 30 AND 24 SPACE IN
FRONT iS REQUIRED IN ALL TOILETS.
EXISTING 1 WALL
PROPOSED NEW 2X4 WALI
WALL TO eE REMOVED
I --
PROPOSED NEr WALL
JOB DESCRIPTION-.
PROPOSED NEW THREE BEDROOMS AND
ONE BATHROOM (UPSTAIRS) AND CONVERT
B DDRDDM 'D4 INTO A FAMILY ROOM,
RELOCATE WATER HEATER AND WASHER
AND DRYER ONSIDE FOOTPRINT
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GLAZE ; GLAZE
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SECiND FLOOR
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NOTE:
GLASS• t GLAZING SHALL5E IN
ACCORDANCE WITH C15r, CHAPTER 24,
f SHALLi -
SECTIONS 2403,2404 AND 2406,
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UJEST ELEVATION
NOTE:
PROVIDE ♦ s SCREED FOR
STUCCO AT ♦ IPLATE
LINE A MINIMUM OF 4" A50VF_ THE
I -EXTERIOR
THREE
._ COAT STUCCO
SYSTEM
(1/0" STUCCO ;+ LATH OVER
TEXTURE0, 5UILr)ING PAPER) COLOR AND
ROOFING-
CLASS"A"
♦ ASPHALT SHINGLES
WITH ONE LAYER
OF 15 Inr
, FELT
TO
.O MATCH EXISTING.
3- UJINDOWS:
Df3L, PANE, SLIDERS, VINYL
FRAME TO MATCH EXISTING.
DOORS:
NEW DOORS TO MATCH
5- 24" SEMICIRCLE ROOF VENTS,
12
MAX.
+
44„
ALL M• DI"
ROOFING,WOOD AND ALI-
EXTERIOR•
MATCH EXISTING.
18X24 CRAWLspACE
ACCE85
NORTH ELEVATION
12
5 [:
19"X24" CRAWLSPACE
ACCESS
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EAST ELEVATION
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NOTE:
WOLDOWN CONNECTOR eOLTS INTO
W
R OOD FRAMING' EQUIRE APPROVE
PLATE WASHERS.- AND HOLIDOWNS
SHALL 15E TIGHTENED JUST PRIOR T
COVERING THE WALL FRAMING.
SET-EFOXY lCeO 521S
5/6" d) A,e'S
5/6" A,1516 3 211 0
1032' O/C
1.7'
47 �4 41 z
032" O/C
W
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7711 Fol M---.
ADD 14MV 2X6 r-1 TO
10 (E) 2X6 AT It, C/C W1 mod'
NAILS AT 12" O/C STAr.
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TO CUT A00 NEW 7X61 r.j, To
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7 }NAILS AT t2" 01C, STACG,
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PROVIDE 2- le, 11 xle" WIDE X24" DEEP
FOOTING W1 C544 F06715ASE, 30,
FOUNDATION PLAN 1/4
A301 THREADED ROD ANCHORS
EmeED, IN,
SET-EFOXIr Iceo # 521s
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NOTE:
FOUNDATIOALL 5r=
PRESSURE TREATED OR
FOUNDATION GRADE REDWOOD.
DRAWN
NOTE:
FOUNDAT[ON ANCHOR E30LTIS IN CHECKED
WAIJLBIHALL HAVE AN APPROVE
LD
PATE WASHUNDER EA ER CH NUT; AND
THE NUTS SHALL 5E" TIGHTENED, JUST DATE
PRIOR TO COVERING THE WALL FRAMING.
PLATE WASHERS At MINIMUM OF 2 INCH 5Y .5 CA L E
2 INCH, 5Y 311ro INCH THICK SHALL 5E'l AS NOTED
USED ON EACH 5OLT. Joe NO
0501a
SHEET 4 NO,
'Al
10
xjw
AMING AND ROOF FLAN 1/4"
FLOOR DIAPHRAGM
5/87" T4G PLYWOOD STRUCTURAL I
INDEX 32/1(o UNOERLAYMENT'
GRAOE�, UNIBLOCKED "UNLES&
NOTED UJ/ 106COMMON NAILS
10"(F,NJ,
FOUNDATION PLATE6 OR SILLS SMALL BE BOLTED TO THE
CONCRETE: WITH 5,16" DIA, STEEL BOLTS EM5EDED AT LEAST
I" INTO THE CONCRETE AND SPACED NOT MORE THAN 6'-0"
APART.THERE SHALL 5E A MINIMUM OF 2 501-TS PER PIECE
WITH ONE BOLT LOCATED A MAXimumor- 12l' FROM EACH
END OF EACH PIECE,A PROPERLY SIZED NUTS AND WASHERS
SHAL4. BE TIGHTENED (PRIOR TO APPLYING WALL COVERING)
OK EACH 13OLT TOTHE PLATE,r-OUNDATION PLATES AND
SILLS SHALL BE THE KfN0 OF WOOD SPECIFIED IN SECTION
23114 OF THE 2001 C,54.
5- lbd NAIL64
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ROOF DIA10WRAGM NAILINC-i TO 151E
INSPECTED eEFORE COVERIING, FACE-i
GRAIN OF PLYWOOD SWALL IBE
PERPENDICULAR TO SUFFORTS.
ROOF o[ApHRAGM
1/2" CDX PLYWOOD INDEX 32/16
EXTERIOR GRADE UN5LOCKED
111UNLESS NOTED,, aci COMMON
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INSTALLATION HEIGHTS
WALL 'FIXTURE
CONVENIENCE OUTLET
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SWITCH
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CAB1NET
WALL
SWITCH _
CONVENIENCE OUTLET - Q
TV IOR' PHONE I
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GAS METER
NEW LOCATION,
FOR FURNACE
16 IN THE
N SECOND FLOOR
" ATTIC
,9
(14
SINGLS POLE SWITCH
IIOV (DUPLEX OUTLET
SMOKE DETECTOR
HAND WIRE WABATTERY
E3ACKUP
CEILING FIXTURE
WALL MOUNT FIXTURE
1IOV DUPLEX OUTLET GFI
EXHAUST FAN
FLUORF-SCENT FIXTURE
n
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4'-Ott x 4'-0"
31-01` x 31-011 3'-O" x; 3`-0'
SAFETY SAFETY
GLAZE GLAZE,
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OND FLOOR PLAN
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NOTE:
HEATING -CONTRACTOR TO eE RESPONSAIBLE TO
SELECT NEW Q„► MEET
OLOCATION''
FOR HEATING EQUIPMENT TO IBE INSTALL
IN SECOND •a-- ATTIC.
PROVIDE'PLUM13ING FACILITIES, INCLUDING LAUNDRY
FACILIVES IN, ACCORDANCE CALIFORNIA
NOTE -
CLOTHES
DRYER MOISTURE y T SHALL
eE 4"',IN DIAMETER AND LENGTH IS LIMITED TO 14
WITH TWO ELIBOWS FROM THE CLOTHES DRYER TO
iwOINT;OFTERMINATION,i .'+s . REDUCED r►
2 FEET -- EVERY ELIBOW•►
� N s
GLASSAND y a15rz IN
AND
SECTIONS1• w +♦
PLUMBING NOTES
ALL PLUMBING TO COMPLY WITH LOCAL GONE
AND REGULATIONS.
L--ALL WATER' CLOSETS IN THIS BUILDING TO BE STATE OF CALIFORNIA
DEPARTMENT OF HOUSING AND, MAXIMUM 1AP, GALLONS PER FLUSH,
2.-CONTROL VALVES FOR $HOWER AND TUB/SHOWER $HALL BE THE
PRESSURE BALANCE OT THERMOSTATIC MIXING VALVE TYPE,
a.-PROVtorz Pc RELEIF VALVE AT WATER HEATER-,
4.-PROVIDE BACKPLOW PREVENTER. AT ALL HOSE 1513156.
B.-PROVIDE RECESSED BOX FOR ICE MAKER LINE AT REFRIGERATOR
SPACE,
6,-PROVIDE RECESSED` BOX FOR PkUM13ING AT WASHER SPACE,
I. -MECHANICAL VENTILATION, WHERE OCCURS AT *TOILET
COMPARTMENTSBATHROOMS AND LAUNDRY ROOMS SHALL BE
CAPASLE OF PROVIDING a AIR CHANGES PER, HOUR MIN:
a, -WALL COVERING SHALL BE CEMENT PLASTER,TILE' OR
APPROVED EQUAL TO iO INCHES ABOVE DRAIN AT
SHOWERS OR TUS WITH SHOWERSMATERIALS OTHER
THAN STRUCTURAL ELEMENTS SHALL BE MOISTURE
RESISTANT. GLASS ENCLOSURE DOORS AND PANELS
MUST BE LAIBELED CATEGORY II, SWING DOOR
OUTWARD. NET AREA OF SHOWER RECEPTOR $FALL. BE
NOT LESS THAN: 1,024 S> IN, OF FLOOR AREA, AND
ENCOMPASS 30 INCH DIAMETER CIRCLE=
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19
e
GENERAL NOTES
CONCRETE BLOCK LAASONRY
NAILING SCHEDULE (PER TABLE 23-I1-8--1)
,PL99 ,tL91 IiLi➢
1. EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE NOTED OR SHOWN ON THE
1. CONCRETE BLOCK SHALL CONFORM TO A.S.T.M. C90, GRADE N UNITS. SEE
THIS NAIUNG IS TYPICAL UNLESS OTHERWISE NOTED NAILS SHALL BE BOX OR
PLANS, WORKMANSHIP & MATERIALS SHALL CONFORM TO THE LATEST EDITION OF
ARCHITECTURAL PLANS FOR TYPED PATTERN AND JOINT DETAILS,
COMMON WIRESPECIFICDETAILED CONNECTIONS SHALL BE NAILED WITH CflMMQN
THE C.B.C.D U.B.C. OR LOCAL CODE
WIRE NAILS, DIAPHRAGGMM SHEATHING NAILS OR OTHER APPROVED SHEATHING
D
2. MORTAR SHALL BE AS FOLLOWS: Vm = 1500 PSI MIN,
CONNECTIONS SHALL BE DRIVEN SO THAT THEIR HEAD OR CROWN IS FLUSH WITH
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 RAFTERS TO SIDES OR STUDS
CONSTRUCTION. THE ARCHITECT & ENGINEER SHALL BE NOTIFIED OF ANY
DISCREPANCIES.
3. GROUT SHALL BE AS FOLLOWS: Vc = 2500 PSI
8 INCHESS IN DEPTH OR LESS_________________________� __3_16d
2- #5 MIN.-
1 PART PORTLAND CEMENT 3 PARTS SAND 2 PARTS PEA GRAVEL WATER SUFFICIENT
FOR EACH ADDITIONAL 4"DEPTH ADD ----- ------------------- 1-16d
3. WORKING DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS.
TO ALLOW GROUT TO FLOW INTO ALL JOINTS.
JOISTS OR RAFTERS AT ALL BEARING
1- #5 MIN.
TOE NAIL EACH SIDE ---------------------------------- 3-8d
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 --_,----_---------•-----a---••--2-8d
CORE OF 3"X 3". DOWELS FROM FOOTINGS SHALL BE SET TO ALIGN WITH CORE
BLOCKING BETWEEN JOISTS/RAFTERS
1
5. NOTES & DETAILS ON DRAWINGS SHALL PRECEDE THESE GENERAL NOTES
REINFORCING.
TO THE JOISTS/RAFTERS TOE NAILS EA SIDE ------------------- 2-1Od
,
FROM BLOCKING TO BEARING TOE NAILS EA SIDE ---------------- 2-19d
5. ALL CELLS BELOW FINISHED GRADE AND ALL CELLS WITH REINFORCING,
BLOCKING BETWEEN STUDS
o °
ANCHORS OR INSERTS SHALL BE FILLED SOUR WITH GROUT.
AT EACH END -TOE NAILS -------------------------------- 2-104
�
REMODELING NOTES,
END NAILS- ------__________________________________2-16d
6. CONCRETE SURFACES SHALL BE CLEANED OF ALL LA#TANCE PRIOR TO SETTING OF
PROGRESSIVE BLOCKING
1. PROVIDE ANY SHORING & OR BRACING PRIOR TO REMOVING EXISTING WALLS,
BLOCKS.
RAFTER 'TO BLOCK & BLOCK TO CONT. NAILER ----------------- 2-16d
2- #5 MIN.
BEAMS, OR SUPPORTS FOR CONSTRUCTION. REMOVE SHORING ONLY WHEN NEW
MULTIPLE STUDS
2- #5 MIN.
SUPPORTS ARE IN PLACE AND SECURED.
FRAMING NOTES
(STAGGER NAILS ON STUDS WIDER THAN 4")----------------- 6d024"OC
RIBBON TO STUDS
2. PROVIDE RED HEADS INTO EXISTING CONCRETE AT ALL SHEAR WALLS PER MFG,
1X RIBBON ----------------------------------------- 2-8d
SPECIFICATIONS, SEE SHEAR WALL SCHEDULE FOR SIZE AND SPACING.
FRAMING SHALL COMPLY WITH SECTION 2320 OF THE U.B.C. LATEST EDITION.
2X RIBBON ---------------------------------------- 2-1Sd
DOUBLE DYER
DOUBLE TOP PLATES
SINGLE LAYER
3. PROVIDE SIMPSON ST-6224 BETWEEN NEW WALLS AND EXISTING WALLS AT THE
FRAMING-ti NE ERAL
LOWER PLATE TO STUD ---------------------- ----------- 2-16d
DOUBLE TOP PLATE.
UPPER TO LOWER PLATE ----------------------------- 16dOI6'°OC
NOTE: ,DL" w 40 X BAR DIAMETER IN CONCRETE, U.N.O.
1. USE SIMPSON U-HANGERS ON ALL JOIST/BEAM/BEAM CONNECTIONS UNLESS
AT SPLICES (48"MIN) ON EACH SIDE
1" = 50 X BAR DIAMETER IN MA ONRYD 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.
UPPER TO LOWER PLATE
2. ALL POSTS SHALL HAVE SIMPSON "PC" CONNECTORS AT TOP AND SIMPSON "BC"
AT INTERSECTIONS --�---°•__--______-__.------------------8-16d
5. DO NOT CUT POST TENSION SLABS. CONTRACTOR TO DETERMINE EXISTING
OR "BCO" CONNECTORS AT BASES UNLESS OTHERWISE NOTED ON PLANS.
CEIUNG STRIPS
REINFORCING
C
CONDITIONS PRIOR TO START OF CONSTRUCTION.
10 PER BEARtNG(STRONGHOLD TYPE) ----------------------- 3_gd
6. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS FOR FOOTINGS, BEAMS
3. ALL CONNECTING HARDWARE, JOIST HANGERS, TIE STRAPS ETC. SHALL BE
2X3 PER BFARiNG(STRONGHOLD TYPE) ---------_--___-__-.a_...--1-16d
AND JOISTS, SIZES LOCATIONS ETC. AND SHALL NOTIFY THE ARCHITECT & ENGINEER
SIMPSON "STONG-TEE" UNLESS OTHERWISE NOTED OR SHOWN ON PLANS.
PLYWOOD NAfUNG(SEE DETAILS &/OR SCHEDULES
OF ANY DISCREPANCIES,
BUILT UP BEAMS 20d*32"OC AT TOP AND BOTTOM
FRAMING -WALL
STAGGERED ------------------------------------ 2-20d 0 END
7. DOWEL NEW INTO EXISTING SLABS W/#4 REBAR 0 24" O.C. AND FOOTINGS
1. SiZE, SPACING & HEIGHT UMITS FOR WOOD STUDS ARE AS FOLLOWS (UNLESS
IX6 LET -IN BRACES, EACH BEARING ,---__________________w_-_ -2_8d
W/DOWELS TO MATCH NEW REINF. SIZE/LOCATION.
OTHERWISE NOTED ON PLANS):
(PRE -DRILL HOLES FOR NAILS)
3"
40 DIA,
2X4 0 16"OC (BEARING WALL) SUPPORTING A MAXIMUM OF ONE
ENGINEERIN. NOTES
FLOOR AND BONE ROOF SHALL HAVE A MAXIMUM HEIGHT OF 10 FEET
STRUCTURAL T L
2X4 0 16"(NON-BEARING WALL) SHALL HAVE A MAXIMUM HEIGHT OF 14 FEET
1. CONCRETE SLABS ON GRADE HAVE NOT BEEN DESIGNED BY THE STRUCTURAL
2X6 0 16"OC (BEARING WALL) SUPPORTING A MAXIMUM OF TWO FLOORS AND A
ROOF SHALL HAVE A MAXIMUM HEIGHT OF 10 FEET.
1. STRUCTURAL STEEL. SHALL CONFORM TO STANDARD SPECIFICATION FOR
REINFORCING SAME
ENGINEER.
2X6 0 16"OC (NON -BEARING WALL) MAXIMUM HEIGHT IS 20 FEET
STRUCTURAL STEEL FOR BRIDGES OR BUILDINGS A.S.T.M. A572 GRADE 50 OR DUAL
SIZE AS FOOTING
GRADE STEEL,
REINFORCING
2. THE VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN
2. RAKE WALLS AJDACENT TO SLOPED CEIUNGS SHALL BE BALLOON FRAMED. DOUBLE
2. FABRICATION SHALL COMPLY WITH THE LATEST A.I.S.C. SPECS.
Via'
CONSIDERED BY THE STRUCTURAL ENGINEER.
TOP PLATES SHALL ALWAYS BE SUPPOORTED BY A ROOF OR CEILING DIAPHRAM.
MlN.
3. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION, BRAIDING 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"
v
SUPPORTS ETC., IS THE SOLE RESPONS#BLITY OF THE CONTRACTOR, AND HAS NOT
FRAMING, SHEATHING SHALL HAVE ALL EDGES BLOCKED & THE APPROPRIATE SHEAR
OTHERWISE NOTED.
t'�y
BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. THE CONTRACTOR IS RESPONSIBLE
FOR THE STABILITY OF THE STRUCTURE DURING THE ENTIRE COURSE OF
TRANSFER THRU CEILING OR SOFFIT FRAMING.
4. HIGH TENSILE BOLTS WHERE INDICATED ON THE PLANS OR DETAILS SHALL BE THE
A
------�
(n
CONSTRUCTION. THE ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR FIELD
4. BORING AND NOTCHING OF WALL STUDS SHALL BE PER UBC (2320.11.9 & .10)
FRICTION TYPE AND THERE SHALL BE NO PAINT, OIL, LAQUER OR GALVANIZING
TO
-
INSPECTION/OBSERVATION OF THE ABOVE ITEMS,
NOTCHING MAXIMIUM. 25% OF WIDTH ON BEARING WALLS
BETWEEN THE CONTACT SURFACES. HIGH TENSILE BOLTS SHALL CONFORM
A.S.T.M. A-325 OR A-490.
40% OF WIDTH ON NON -BEARING WALLS
4. ALLOWABLE SOILS PRESSURE TO BE A MINIMUM OF 1000 PSF UNLESS A SOILS
BORING MAXIMUM: 407o OF WIDTH ON BEARING WALLS
5. PIPE. COLUMNS SHALL CONFORM TO A.S.T.M. A-53 GRADE B
17�
-
REPORT IS PROVIDED. SOILS IN THE BUILDING AREA & 5 FEET BEYOND SHALL BE
60% OF WIDTH ON NON -BEARING WALLS.
COMPACTED TO A MINIMUM OF 90% RELATIVE COMPACTION PER U.B.C.
NOTE: A MIN 5/8"CLEARANCE FROM EDGE OF STUD TO HOLE SHALL BE PROVIDED.
6. STEEL TUBE SHAPED MEMBERS SHALL CONFORM TO A.S,T.M, A-501 OR A�-500
3'-0" CONC.
SOILS REPORT BY:
5. DOUBLE 2X TOP PLATE SHALL BE LAPPED 48" AT ALL SPLICES AND SHALL
GRADE B.
40 DIA,
2 -8" VA-S.-
3„ CLR.
JOB NO.
OVERLAP AT CORNERS.
7. WHERE FINISH IS ATTACHED TO STRUCTURAL STEEL, PROVIDE HOLES FOR 1/2"of
WELDED STUDS AT 4 FEET O.C. FOR THE ATTACHMENT OF NAILERS. SEE
6. WALL BRACING SHALL BE PROVIDED PER UBC ( 2320.5.1) PROVIDE i X6 LET -IN
ARHITECTURAL DRAWINGS FOR FINISHES,
STUCTURAL SYMBOLS
BRACING (0 APPROX. 45 DEGREES) EVERY 25' IN ALL STUD WALL NOT
STEPPE FOOTING
INDICATES SHEAR WALL TYPE & LENGTH. SEE FOUNDATION & OR FRAMING PLAN AND
SHEATHED.BRACES TO RUN CONTINUOUS FROM TOP PLATE TO SILL PLATE.
8. BEAM CONNECTIONS SHALL COMPLY WiTH "FRAMED BEAM CONNECTIONS" A.I.S.C.
PART 4, TABLE 1, USING 3/4" DIA, A307 BOLTS (M.S.).
SHEAR WALL SCHEDULE FOR TYPE, SILL BOLTING, SHTG.a ETC. NOTE: FOR SILL
F_BI6MM- FLOOR
BOLTING AT EXISTING FOOTINGS USE "RED HEAD WEDGE ANCHORS" ICBO#1372 THE
9. OPEN WEB JOISTS SHALL COMPLY WITH THE STANDARDS OF "THE STEEL JOIST
SAME SIZE & SPACING AS SILL BOLTING (MIN 7 1 /2°' EMBED).
1. FLOOR SHEATHING {MIN) STRUCTURAL # T & G PLYWOOD PANEL INDEX
INSTITUTE".
U
32/16 WITH EXTERIOR GLUE. USE 10d NAILS AT 6"OC AT AL. EDGES, BOUNDARIES.
INDICATES POST
SHEARWALLS & 10"OC FIELD. NO BLOCKING IS REQUIRED UNLESS NOTED ON PLAN.
STRUCT. STEEL WELDING
STRAP PER PLAN W/
MIN. POST SIZE/TYPE AS FOLLOWS U.N.O.:
ALL EDGES BLOCKED AT DECKS.
FULL LENGTH NAILS
BEAM SIZE POST SIZE
4 X 14 & SMALLER 2-2X4 W/16d NAILS ® 12" O.C.
2. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL NON -BEARING PARTITIONS.
1 • WELDING SHALL BE DONE BY THE ELECTRIC SHIELDED ARC PROCESS AND SHALL
4'--0" MIN. LAP
6 X 12 & SMALLER 3-2X4 W/16d NAILS ® 12" O.C.
3. PROVIDE CONTINUOUS BLOCKING BETWEEN FLOOR JOISTS UNDER BEARING WALLS
COMPLY WITH A.W.S. SPECIFICATIONS FOR WELDING AND FABRICATION.
DOUBLE TOP PLATES
4 X 16 & LARGER 4X4
WHICH ARE PERPENDICULAR TO JOISTS,
2. WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS WHO ARE APPROVED BY
6 X 14 & LARGER 06
THE LOCAL AUTHORITY.
SEE HOLDOWN DETAILS AND TYPICAL WALL FRAMING FOR FURTHER POST SiZE
4. FRAMING AROUND OPENINGS: TRIMMER AND HEADER JOISTS SHALL BE DOUBLED
AND SUPPORTED BY HANGERS PER CODE (UBC 2320.8.4).
3. ALL FIELD ELDS HAVE CONTINUOUS INSPECTION PER UBC (I701.5.5)
REQUIREMENTS.
WISE NOTLL
POSTS ARE TO CONTINUE DOWN TO FOUNDATION.
FRAMING -ROOF
4. ALL BUTT WELDS SHALL BE FULL PENETRATION U.N.Q.
1. ROOF SHEATHING (MIN) 1/2" STANDARD PLYWOOD PANEL INDEX NO, 24/0 WITH
5, A CERTIFICATE OF FABRICATION FROM THE SHOP PERFORMING WELDING A
FQUNDATIQN NOTES
EXTERIOR GLUE. USE 8d NAILS AT 6"OC AT ALL EDGES, BOUNDARIES AND SHEAR
IN
REPORT FROM THE SPECIAL INSPECTOR MUST BE FURNISHED TO THE JOB INSPECTOR
WALLS & 12" OC FIELD, NO BLOCKING IS REQUIRED UNLESS NOTED ON PLAN.
PRIOR TO FRAMING APPROVAL.
4'-0" MIN. LAP
N OD
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.
1. SOIL BENEATH FOOTINGS AND SLABS SHALL BE COMPACTED PER U.B.C. (907.)
RELATIVE COMPACTION MINIMUM.
FRAMING-C #EUNG {PER TABLE 23-IV-J-3)
GRA LNG NOTE
DOUBLE TOP
P TES
2. THE SOILS ENGINEER SHALL INSPECT THE FOUNDATION PRIOR TO POURING OF
1. CEILING JOISTS SHALL BE 2X6 ®16"O.C. (MAX SPAN=15'-9")
1. A GRADING PERMIT SHALL BE OBTAINED PRIOR TO ANY GRADING,
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.
2. CEIUNG JOISTS SHALL BE 2X8 016"O.C. (MAX SPAN=20'-9")
COMPACTION PER U,B.C,
3. SLAB ON GRADE: 4 INCH. CONCRETE SLAB WITH #3 0 24"O/C E.W. 0 CENTER
FRMIbIG A01515/BMIM
3. ALL FILL SHALL BE COMPACTED iN ACCORDANCE WITH CHAPTER 70 OF THE
TYP. 8 - 16d EA. SIDE OF
TOP PLATE SPLICE U.N.O.
OF SLAB OVER 2 INCH. OF SAND OVER 6 MIL. VISQUEEN OVER COMPACTED SOILS
LATEST ADOPTED EDITION OF THE U.B.C. 4. ALL UTILITY TRENCH BACKFIU S SHALL BE
U N 0
1. BORING AND NOTCHING OF JOISTS SHALL BE AS FOLLOWS:
IN ACCORDANCE W'TW THE SOILS ENGINEERS RECOMMENDATIONS
ON FRAMING PLAN
(UBC 2320.12.4)
4. NO TRENCHES OR EXCAVATIONS FIVE FEET IN DEPTH OR GREATER INTO WHICH A
PERSON SHALL BE REQUIRED TO DESCEND SHALL BE MADE WITHOUT PROPER
BORING -MAX. DIA. OF HOLE SHALL NOT EXCEED 1/3 OF DRESSED DEPTH OF JOIST
WITH A MINIMUM EDGE CLEARANCE OF TWO INCHES. NOTCHfNG-MAX. DEPTH AT ENDS
QRAINAGE NOTES
PLATE SPLICE
PERMIT.
SHALL NOT EXCEED 1 4 OF DRESSED DEPTH. NO NOTCHING IS ALLOWED IN THE
/
1. MINIMUM GRADIENTS ARE AS FOLLOWS: EARTH- 1 % PAVING=.S%
CENTER THIRD OF THE JOIST SPAN. NOTCHING IN OTHER LOCATIONS SHALL 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: 2% MIN TO
5. DIAMETERNIMU ANCHOR BOLTS WITH 7" MIN EMBEDMENT CONCRETE WITH
21% MAX SWALES TO BE 3 FEET MIN AWAY FROM STRUCTURES.
SPACING NO GREATER THAN 4 FEET O.C. NOR FURTHER THAN 12" FROM CORNERS
2. WHERE THREE OR MORE (MULTI JOISTS) ARE USED THE JOISTS SHALL BE BOLTED
PLATES. SEE PLANS FOR
(MIN 2 BOLTS PER PIECE). SEE THE FOUNDATION PLAN & SHEAR WALL SCHEDULE
TOGETHER WITH 1 /2"DIA MACHINE BOLTS W/ WASHERS AT 24"OC STAGGERED. BOLTS
SIZE AND REFERENCE TO SPLICES
SIZE
FOR FURTHER BOLTING REQUIREMENTS
SHALL BE RETIGHTENED PRIOR TO APPLYING FINISH MATERIALS.
FRAMING ANCHOR TOP AND
BOTTOM OF DOUBLE STUD
OR POST FOR HEADER SIZED 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
2x CRIPPLES AT 16" O.C.
SHALL NOT BE PLACED IN STRUCTURAL CONC, UNLESS SPECIFICALLY DETAILED, SEE
OR USE SIMPSON ST 2115 � 4$ INCHES O.C.
I
MECHANICAL AND/OR ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES,
ACCESSORIES, ETC,
4. CROSS BRIDGING OR 2X BLKG.SHALL BE PROVIDED ® 8'-0" O/C, MAX. FOR ALL
JOISTS AND RAFTERS MORE THAN 8" IN DEPTH
7. PIPES MAY PASS THRU STRUCTURAL GONG. IN SLEEVES, BUT SHALL NOT BE
EMBEDDED THEREIN.
5. 2X SOUD BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL
8. PROVIDE 3/4" CAMBERS AT ALL EXPOSED CORNERS
SUPPORTS.
2X STUDS 0
16" O.C,
9. SEE ARCHITECTURAL PLANS FOR MOLDS, GROOVES, ORNAMENTS CUPS OR
FRAMING -LSO TI. IN
16d 12" O.C.,
STAGGEREb
GROUNDS REQUIRED TO BE CAST iN CONCRETE, AND FOR LOCATIONS OF FLOOR
1. ALL BOLTS BEARING ON WOOD SHALL HAVE WASHERS UNDER HEAD OR NUT. SEE
WHEREPLYWOFIRE BLOCKING O CEIUNG
WHERE LINE AND NOT TO EXCEED PROVIDE SIMPSON A34 FOR 2x4
FINISHES AND SLAB DEPRESSIONS.
SCHEDULE
16d 0 12" O.C.
OCCURS 16d PER E.N. STUDS AND A35 FOR 2x ,
NOTE" O.C. EACH SIDE
STAGGERED
AT SHEAR WALLS NOTES
10. LOCATION OF POUR JOINTS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER.
2. ALL BOLTS SHALL BE RETLGHTENED, PRIOR TO APPLICATION OF PLYWOOD, PLASTER
FOR nAiLiNG SEE GENERAL -(--USE 2-2x JAMBS FOR 400 AND
ETC..
6x8 AND LARGER HEADERS
CONCRETE
3. HOLES FOR BOLTS SHALL BE BORED 1 /32" TO 1 /16" LARGER THAN NOMINAL
1 STUD FOR INTERIOR WALLS END POST AT PLYWOOD SHEAR
2 STUDS FOR EXTERIOR WALLS PANEL WHERE OCCURS W/ E.N.
1. UNLESS OTHERWISE NOTED ON PLANS CONCRETE SHALL BE TYPE I WITH A
BOLT DIAMETER.
UNLESS NOTED OTHERWISE
MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS. CEMENT SHALL
NOTE
CONFORM TO A.S.T.M. CX-150 FINE & COURSE AGGREGATE SHALL CONFORM TO
LUMBER
12" LG. BLOCKING 9 TOP,
POST WHERE STUDS SHOWN ARE FOR INDICATION ONLY. ACTUAL LOCATION TO SUIT
A.S.T.M. C33.
BOTTOM. & MiD-HEIGHT
OCCURS CONSTRUCTION REQUIREMENTS, MAX. SPACING AT 16" O.C.
1. ALL LUMBER SHALL BE DOUGLAS FIR OF THE FOLLOWING GRADES UNLESS
SEj�FO�GJNG STEEL
OTHERWISE NOTED (MAX MOISTURE CONTENT SHALL NOT EXCEED 19X & GRADED IN
1. REINFORCING STEEL, #3 AND #4 GRADE 40, #5 AND LARGER GRADE 60 PER
ACCORDANCE WITH THE WEST COAST LUMBERMANS ASSOCIATION,)
TYP, STU D WALL INTERSECTIONS TYP. WALL FRAMING
A.S.T.M. A615.
REPE[ATfVE USE MEMBER
STUDS & PLATES ----------------------------------- NO.2
2. LOW HYDROGEN WELDING RODS SHALL BE USED FOR ALL WELDING OF
JOISTS & RAFTERS
REINFORCING BARS,
2X4 TO 4X4 INCLUSIVE ------------------------------ NO.2
2X6 TO 3X16 INCLUSIVE--____________________...____-__NO.2
2- i6d
3. BARS NOTED AS "CONT "TYPICAL WALL REINFORCING AND VERTICAL COLUMN
SINGLE USE MEMBERS
FOR SIZE AND SPACING OF
-STAGGER PLYWOOD JOINTS 16d 0 12". STAGGERED
REINFORCING SHAD. HAVE A MINIMUM SPLICE OF 50 BAR DIAMETERS LAP IN
BEAMS
JOiST OR RAFTER, SEE PLAN
MIN. EDGE DISTANCE OR RARER
MASONRY OR 40 BAR DIAMETERS MINIMUM IN CONCRETE..
4X------------------------------------------- N0,2
___ __-_JOIST
FOR NAILS
6X OR LARGER ------------------------------------ NO.1
BOUNDARY NAILING (B.N.)
UPPER PLATE 4" WIDER THAN
4. REINFORCING SHALL BE SPUCED ONLY AS SHOWN OR NOTED. OTHER SPUCES
POSTS & MULUONS
ALONG CONTINUOUS
LOWER PLATE
SHALL BE APPROVED BY THE STRUCURAL ENGINEER.
4X4 & SMALLER ----------------------------------- NO.2
PANEL, EDGES
4X6 & LARGER --------------------..,._______-...__-_--NO.2
2X STUDS ® 16" 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
PARALLEL
BLOCKLNG.FURRINGD ETC -_____________________._.__-__--_NO.3
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_-_-_-__...._.o.__________________-COMM'L DEX.
FLOORS-10d 0 10" O.C.
MINIMUM PROJECTION EQUAL TO STANDARD LAP SPLICE UNLESS OTHERWISE NOTED.
ROOFS- 10d 0 12" O. .
16d 0 12"D STAGGERED
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.
JOIST OR RAFTER
PLACE PRIOR TO PLACMENT OF CONCRETE OR GROUTING OF MASONRY.
3. GLUED -LAMINATED WOOD BEAMS SHALL BE DOUGLAS FIR COMB. 24F-V8(*) DF/DF
EDGE NAILING (E,N.)
w UPPER PLATE 4" WIDER THAN8.
LOWER PLATE
PROVIDE THE FOLLOWING MINIMUM PROTECTIVE COVERING O F CONCRETE:
(Fb=240OPSi, Fv=165 PSI, E=180,000 PSI) INDUSTRIAL APPEARANCE WITH EXTERIOR
BELOW GRADE (UNFORMED)______________________ CLEAR
GLUE UNLESS OTHERWISE NOTED ON PLANS. A CERTIFICATE OF INSPECTION FOR
2X STUDS 0 16" O.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
LOW DIMENSION OF PLYWOOD
WALLS -------------------------------------- 1" CLEAR
APPROVED BY THE BUILDING DEPT. PRIOR TO ERECTION. [(*) USE VS FOR CANT.
UNSUPPORTED EDGES. (REQ°D,
TO RUN PERP€NDICULAR TO
COLUMNS ---------------------------------- 1.5'DCLEAR
„
BEAMS AND V4 FOR SIMPLE SPANS BEAMS]
ONLY WHEN CALLED FOR ON
PLANS)
JOISTS
BEAMS AND GIRDERS_____________________________1.5 CLEAR
MIN, SHEATHING SIZE TO BE PERPINDICULAR
STRUCTURAL SLAB (ABOVE GRADE) -------------------- 3/4"CLEAR
4< ALL STRUCTURAL PLYWOOD SHALL BE IN ACCORDANCE WITH P.S. 1-74
NOTE: PLYWOOD TO BE
2°-O" X 4'-O"
INSPECTED PRIOR TO COVERING
9, NUMBER 5 OR LARGER REINFORCING BARS SHALL NOT BE RE -BENT WITHOUT
APPROVAL OF THE STRUCTURAL ENGINEER.
PI Ywoon I AY01 IT
JOIST TO NON -BEARING WALL
1 . ALL PIPE SLEEVES TO BE 2-
LARGER THAN PIPE.
2. FOR PIPES MORE
BELOW BOTTOM OF •O
FOOTINGSSTEP
(NO PIPES ALLOWED
CONC.3. PLACE AROUND
BEFORESLEEVES POURING
;w�ROVIDE 2"
CEMENT
JRYPACK IF
PLACED i
} Sta d L
9"
'd9 = PIPE
SLEEVE DIAMETER
PIPE TRENCH
s
20 STUDS 0
16" O.G. U.NA
HEADER---®
2X BLKG.
2X TRIMMER---
U,N.O.
4X END POST-
& HOLDOWNS
U.N.O. W/ E.N.
a
PROVIDE SLEEV
FOR ALL PIPES.
TRENCH SHALL NOT
UNDERMINE WALL FTG>
50% COMPACTED
BACKFILL 0 TRENCH
EXCAVATION
`, _�,l 1
NO TRENCH
PARALLEL
TO FOOTING
BELOW THIS
LINE
1'-6" {-
SLEEVES SHALL
9 �,. IRATE FOOTING
BAR SIZES
i
HOLDOWN PER
PLAN 1 29,
MAX.
SHEAR. PANEL LENGTH
I ---- DOUBLE IOP PLATE
w �
a�
7 C14
NOTES: -41 /6d MAX.
1. BORED HOLE & NOTCH SHALL NOT OCCUR IN SAME SECTION.
2. NOTCHES SHALL NOT OCCUR IN MIDDLE 1/3 OF SPAN.
11 d
WIDTH !
[I
d
WIDTH
NOTCH IN STUD 2 d
M X.
BORED HOLE 17-7
40 d
NOTE: BORED HOLE
& NOTCH SHALL NOT
OCCUR IN SAME
SECTION
NON -BEARING
PARTITION
TYP. STUD NOTCHING
_iulll
_
ow
16d AT 12" EA.
SIDE/ FA. CRiPF
Io
EXTEND STUDS FULL
HEIGHT OF WALL
(4) 16d EA. SIDE
2X STUDS 16" O.C.
Aimu* i 1+
(2) 2X CRIPPLES TYP. 0
BEAM OVER 8" DEPTH,
USE 4X POST U.N.O. ON
PUNS (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. BM(S). CAN SIT ON TOP PLATE ABOVE
POT W/ E.P,C OR P.C.
TYP. BEAM TO WALL
SHEAR ALL SCHEDULE 1997 ,.
BOLTING
SILL NAILING
!
!0
UPPER
I
w"STUCCO OVER PAPER BACKED LATH W/1 6 GA STAPLES AT AT !If • BOTTOM
j
LATES, EDGE OF SHEAR WALL AND ON FIELD (ICBO REPORT No.1318, AUG. 2002) OR
BELOW
.,
. • CJ !
(TABLE - ! ! :: 11 BELOW
w FIELD
!. r
'
(TABLE1 YID ■ NOTE f
3/8" PLYWO STRUCTORSTO SHTG WITH 1 NAILS ri O.C.AT & O.C.
i3/8" PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS 0 2" O.C. AT EDGES O.C. FIELD
16d 0 2 1/2
w r
11/2 1 • NAILS 0EDGES O.C. FIELD
..
flolull
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 2X SOLID BLOCKING FOR WALL TYPES 3-INCH NOMINAL OR WIDER & NAILS SHALL BE FOOTINGS TO HAVE 7/32" SHOT PINS AT 32" ODC,
9 & 10, AND 3X SOLID BLOCKING FOR WALL TYPES STAGGERED. & 48"O.C. RESPECTIVELY: I.E. HILTI ICBO REPORT
11, 12, 13, & 14. No.2388, NOV 1995 OR RAMSET/REDHEAD ICBO
6. "ERE 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 CDX. CC OR STD SHTG IN LIEU OF
SiLL PLATES AT FOUNDATION/FIRST FLOOR ONLY. STRUCT 11 PLYWOOD. ALL PLYWOOD SHALL BE __....
7. ALL CONTINUOUS EXTERIOR FOOTING TO HAVE DOUGLAS FIR. OTHER SPECIES MAY REQUIRE
5/8" X 10" A,B.'S 0 48"O.C. UNLESS OTHERWISE CHANGES.
4. PAPER BACKED SELF FURRING EXPANDED METAL NOTED ON PLANS.
LATH WITH ICBO APPROVAL 11. AT EXISTING FOOTINGS USE REDHEAD WEDGE
ANCHORS TO COMPLY WITH SILL BOLTING. 1Q80
#1372 MIN. EMBED 7 1/2",
-d;
F
i •'
• K
m
C 43205
Ex "
srp� CiVIL
w"OFCPA-`
P077
REVISIONS f3
2 X STUD WALL W/ SHEATING
SILL PLATE
FLOOR
X STUD WALL W/
2X SILL PLATE— NAIL PER
L SCHEDULE
SHEAR WALL
PLYWD;
SHT'G,
OHDAO. HOLD DOWN
W/SS TB ANCHORS
. ..... zS,�,
POST PER PLAN
SHEATHING
2X FLOOR
SHEATING PER PLAN
SILL PLATE
JOISTS
SILL PLATE— NAIL PER
FLOOR SHEATHING
FL
=:;
SHEAR WALL SCHEDULE
LAP FLOOR JOISTS W/ (4)
'CNW� it
SOLID 4 X BLK,
/— UNDER POST
PLYWD
//HDA" HOLD DOWN
W/SS TB ANCHORS
V_
LAP F.J, 12'
DBL. J�U,1,'J- UNDER WALL W/
SHEAR WALL
COUPLER
SHTG,'
0
7.
\/\j.
W/ 3-16ol
16d @16" O,C, TOENAILED
EX
EX
PUT
I -FLR, JSTS
F
SOLID 4 X BLK.
4
2X LDCKIRG
@ -POST
E.N.
—FLOOR SHEATHING 0/ FLOOR
BA
A35
16
PER
PER PLAN
`CNW`
UNDER POST
5* z
SIMPSON 'PC'
jo ISTS PER PLAN
I
P.T, SILL
UXO,
_J
P
PLATE
COUPLER
(POST CAP)
2 x
.
2X P.T,D,F, SILL PLATE
�LX BLKS—
0
0 A 3 4�0
NUT
-FLR, JSTS
PER PLAN
I
cl
2 X DIAG, BRACING
'H'y
2X BLK'G @ 321 O.C.
BLK&
.
EA, SIDE
— - P,T, SILL
OD 3-1 10
WHERE IS GREATER
#4 CEINT, T B
PLATE
EA. END
THAN 36
co
EX P,T,D,F. SILL PLATE
FIN,
>
0
WOOD POST PER PLAN
_#4 CUNT, T & B
GRADE
ft ANCHOR
co
BOLT, SPACING PER PLAN
2X BLK'S—
"A34"
EA. SIDE
CBS POST BASE
ANCHOR
>
c
NAT. GR.
BOLT, SPACING PER PLAN
ANCHOR PER
EXIST. CONC. STEM WALL
m
SELEC,.TIO,N TABLE E
NOTES: . ..... . ...
1>
rnNC 'RFTE r
L
18,2
61 STOR
TOR
1 CONT, INSPECTION REQ'D. 'ANCHOR
2. DRILL HOLES PER MANUF.
SPECS.
u 3, A307 THREADED RODS W/
SIMPSON SET EPDXY
DIA.
EMBED
DEPTH
EMBED
DEPTH
LOAD FOOTING
FOR `SSTB`
CAP. CMU OR CONC, STEM WALL PER PLAN
7665 SELECTION TABLE
11200
5/8" 0
10
1-3/4"
7/80 0
15
1-3/4"
12' 1—S I UK7 ICB0 #5279
2—STUKT
GIR,/POST/FTG, CONN.
POLDOWN PDA POLDOWN
INTERIOR FOOTING INTERIOR CONT. FOOTING
C'4
DBL, JST, W/ =3
PLYWD.
16d NAILS @ .........a.SHTG.-
12 O,C, STAGG.
- STUD VAL
W
X S1UD WALL�.L OR POST, Z 3: :z
C-4
WHERE OCCURS
FLR. JSTS 2X PTDF PLATE W1 A,B, PER t
PLAN
PER PLAN
ul
2X PTDF M>clelT
Ul :z
SIMPSON ST12 STRAP
SILL PLATE SILL PLATE z
EX cl
EN.
E.N..1 co
E NAT GRADE
uo-
epIs
0 vea
P_/z EX > GIRDER PER PLAN
IV
SIMPSON 'PC' � 7E m
MIN _T&
45
EXISTING F
'GH" HAN
(POST CAP)
GER
_411 NEW UNDERPIN
PER PLAN
F) Fjc7 lie
-2 X DIAG, BRACING
Mg M
WHERE 'Hx IS
3
GREATER
co
EA END THAN 36' CONCRETE FOUNDATION WALL
It 0 NEW CONC,
i >�_ v F_ IFF 11, ! i_ < i I ,, 31
Z PAD, WHERE
OCC
URS, CENTER
CBS POST BASE ANCHOR BOLTJ CL
WOOD POST PER PLAN UNDER FTC,
ANCHOR BOLT. SPACING
(SEE PLAN FOR
G PER PLAN c�
NA R,
14� SECTION SIZE REINF.)
u
..CONCRETE T
-.1111 1E1 CONCRETE
C> FOOTING REINF PER PLAN
FOOTING
Ix —CONCRETE uj
cu.
FOOTING N
PER PLAN (p
FOUNDATION UNDERPIN ul w U)
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MANDATORY MEASURES CHECKLIST. RESIDENTIAL MF-IR
Note: Low6se residential buildin s subject to the Standards must contain these measures regardless of the compliance approach used.
Items Marked with c 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.
DESCRIPTION
DESIGNER
ENFORCEMENT
Building Envelope Measures:
150(a): Minimum R-19 Ceiling insulation.
X
150(b): Loose fill insulation manufacturer's labeled R-Volue.
X
150(c): Minimum .R-13 Wall insulation in wood framed walls or equivalent U-factor in metal frame walls
(does not apply to exterior mass walls).
X
150(d): Minimum R-13 raised floor insulation in framed floors.
X
150(l) : Stab edge insulation - water absorption rate no greater than 0.3 X, water vapor transmission rate
no greater than 2.0 perm/inch.
N/A
118: Insulation specified or installed meets insulation quality standards. Indicate type and form.
X
116-17. Fenestration Products, Exterior Doors and Infiltration/Exfiltration 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-factor, certified Solar Heat
Gain Coefficient (SHGC), and infiltration certification.
3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed.
X
150(g): Vapor barriers mandatory in Climate Zone 14 and 16 only.
N LA
150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards.
N/A
150(e): Installation of Fireplace, Decorative Gas Appliances and Gas Logs.
1. Masonry and factory -built fireplace 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.
X
Space Conditioning, Water Heating and Plumbing System Measures:
100-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission.
X
150(h): Hearing and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA.
X
150(i): Setback thermostat on all applicable heating and/or cooling systems.
X
150(j): 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 color system, unfired storage tanks, or other indirect hot water tanks have R-12
external insulation or R-16 combined internal/external insulation.
4. All buried or exposed piping insulated in recirculating sections of hot water system.
5. Cooling system piping below 55 degrees insulated.
6. Piping insulated between heating source and indirect hot water tank.
X
150(m): Ducts and fans
1. All ducts and plenums installed, sealed and insulated, to meet the requirements of the 1998 CMC sections
601, 603, and 604 and standards 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed
entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant
or other duct closure system that meets the applicable reqVirements of UL181, UL181A, or U1181B
If tape is to than 1/4 inch, the
mastic or used seat openings greater combination of mastic and either
tape be Building be for Joints
mesh or shall used. cavities shall not used Conveying conditioned air. and
seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct
tapes unless such tape is used in combination with mastic and drawbands.
2. Exhaust fan systems have backdraft or automatic dampers.
3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible,
dampers.
X
manually operated
114: Pool and Spa Heating Systems and Equipment.
1. System is certified with 78 % thermal efficiency, 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 color heating.
b. Cover for outdoor pools or outdoor spas.
3. Pool system has directional inlets and a circulation pump time switch.
N/A
115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no
continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot <150 Btu/hr)
X
Lighting Measures:
150(k)1.: Luminaries for general lighting in kitchens shall have lamps with an efficacy of 40
lumens/wott or greater for general righting in kitchens. This general lighting shall be
controlied by a switch on a readily accessible lighting control panel at an entrance to the kitchen.
X
150(k)2.: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an
efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the aftemotives to
this requirement allowed in See 150(k)2; and recessed ceiling fixtures are IC (insulation cover) approved.
X
04.8 General Requirements
05.8.1 Notes to be placed on the plans:
06.8.1.1 Maintenance Information. The builder shod provide to the building owner at occupancy maintenance information for all features, materials, components, and manufactured
devices that require routine maintenance for efficient operation. Required routine maintenance actions shall be clearly stated and incorporated on a readily accessible label.
The label may be limited to identifying, by title and/or publication number, the operation and maintenance manual for that particular model and type of feature, material,
component, or manufactured device.
c 17.8.1.2 After installing wall, ceiling, or floor insulation, the installer shall make available to the enforcement agency or post in a conspicuous location in the building a certificate
signed by the installer stating that the installation is consistent with the plans and specifications described in Section 10-103(o)2.A and for which the building permit was
issued and conforms with the requirements of Part 6. The certificate shall also state the manufacturer's name and material identification.
Certificate Of Compliance: Residential (Part 1 of 3) CF-1 R
1017120015--
Terry Engineering (714) 838-1124
Documentation Author Telephone
EneMyProLLL3 8 -
Field Check/Date
Source Energy Use Standard
Proposed
Compliance
kpt��Des jgn
_ Design I n
MAginr
Space Heating 18.50
15.58
2.92
Space Cooling 29.77
29.54
0.23
Fans 5.18
5.00
0.18
Domestic Hot Water 12.68
12.68
0.00
Pumps 0.00
0.00
0.00
Totals 66.14
62.81
3.34
Percent better than Standard:
5.0%
1 BUILDING COMPLIES - NO HERS VERIFICATION REQUIRE
Building Type: QSingle Family
M Addition
Total Conditioned Floor Area:
2,270
ft2
❑ Multi Family
IX) Existing + Add/Alt
Existing Floor Area:
1,480
ft2
Building Front Orientation:
(East) 90 deg
Raised Floor Area:
1,480
ft2
Fuel Type:
Natural Gas
Slab on Grade Area:
0
ft2
Fenestration:
Average Ceiling Height:
8.0
ft
Area: 318ft2 Avg, U: 0.57
Number of Dwelling Units;
1,00
Ratio: 14.0% Avg. SHGC: 0.65
Number of Stories:
2
BUILDING ZONE INFORMATION
# Of Thermostat
Vent
Zone Name Floor Area Volume
Units Zone Type
jj� t
Area
Existing HVAC
2,270 18 .164
_Jype
1,00 Conditioned Setback
8
We
OPAQUE SURFACES
Insulation
Act.
Type_
game
Area
U-Fac.
Cay.
Cont.
Azm.
Tilt
Roof
Wood
790
0.032
R-30
R-0.0
270
0
Wall
Wood
260
0.102
R-13
R-0.0
180
90
Wall
Wood
140
0,102
R-13
R-0.0
27-0
-90
Wall
Wood
265
0102
R-13
R-0.0
0
90
Wail
Wood
138
0,102
R-13
R-U
90
90
Floor
Wood
1,480
0,099
None
R-0.0
0
180
Roof
Wood
790
0.079
R-1 I
R-0.0
270
0
Roof_
Wood
690
0V9
R-1 I
R-0.0
270
0
Wall
Wood
326
0.356
None
R-0,0
180
90
Wall
Wood
202
0.356
None
R-0.0
270
90
Door
None
13
0,500
None
R-0.0
270
90
Door
None
13
0,500
None
0.0
270
9tl
Wall
Wood
372
0,356
None
R-0,0
0
90
Wall
Wood
196
0,356
None
R-0.0
go
go
Door
None
20
0,500
None
R-0.0
90
90
Gains Condition
Y/N Status JA IV Reference
ew 01-A17 Second Floor
4ew 09-A3 Second Floor
4ew 09-A3 Second Floor
Niew 09-A3 Second Floor
4-ew 09-A3 Second Floor
X
=-xisting 20-Al First Floor
�kemoved 01-A2 First Floor
xisting 01-A2 First Floor
xisting 09-Al First Floor
xisting 09-Al First Floor
xisting 28-A4 First Floor
xisting 28-A4 First Floor
xisting 09-A1 First Floor
xisting 09-Al First Floor
xIstIng 28-A4 First Floor
Certificate Of Compliance : Residential (Part 2 of 3) CF-1 R
Proposed MeZa Residence 10/712
Project Title Date
FENESTRATION SURFACES
True
Cond.
Location/
4
Type
Area
1 2
U-Factor SHGC
Azm.
Tilt Stat. Glazing Type
Comments
-I- _Window Left
-CMD 116-A L,65 A:Iba-
--M- -202
Second Floor
2
Window Left
(South)16._0
0_580 -116-A 0.65 116-B
180
90 New Double Non Metal Clear
Second Floor
3
Window Left
(South) 16.0
0.580 116-A 0.65 116-B
180
90 New Double Non Metal Clear
Second Floor
4
Window Rear
{West]
16,0
0.680 116-A 665 116-B
270
90 New Double Non Metal Clear
Second Floor
5
Window Rear
)
16.0
0.580 116-A 0.65 116-B
270
90 New Double Non Metal Clear
Second Floor
k-
_JVest
Window Hight (North}
16.0
-AS80 116U-A S -116-B
0
90 New Double Non Metal Clear
Second Floor
7
Window Right
(North)R.0
0.5 116-A 0.65 116-8
0
90 New Double Non Metal Clear
Second Eiggr
8
Window Right
(North)
MO
0,580 116-A 0.65 116-B
0
90 New Double Non Metal Clear
Second Floor
9
Window Right
(North)
9.0
0.58 116-A 0.65 116-B
0
90 New Double Non Metal Clear
Second Floor
10
Window Front
(East)
16.0
0.580 116-A 0.65 116-8
90
90 Now Double Non Metal Clear
Second Figgr
11
Window Front
(East)
U
0.580 116-A 0.65 116-B
90
90 New Double Non Metal Clear
Second Floor
12
Window Front
East _)
9.0
0.680 116-A 0.65 116-B
90
90 New Double Non Metal Clear
Second Floor
13
Window Left
(South)
33.3
0.530 116-A 0 355116-B
160
90 Existing Sliding Glass Door (Vinyl, DP)
First Floor
14
Window Left
(South}
20.0
0580 116-A 0.65 116-B
180
90 Existing Double Non Metal Clear
First Floor
15
Window Left
(south).
9.6
J-6-6-65
T 586 A 116-8
180
go Existin Double Nan Metal Clear
First Floor
16
Window Left
(South)
IZO
0,580 116-A 0.65 116-B
180
90 Existing Double Non Metal Clear
First Floor
17
Window Rear
(West}_3.0
0.580 116-A 0,65 11r2-B
270
WEyjshpg_ Doukle Non Metal Clear
First Floor
18
Rear
20.0
0.580 116-A 0,65 116-B
270
90 Existing Double Non Metal Clear
First Floor
19
-Winclow
Window Right
_LWest)
(North)
10.0
0.580 116-A 0.65 116-B
0
90 Existino Double Non Metal Clear
First Floor
1. Indicate source either from NFRC or Table 116A. 2. indicate source either from NFRC or Table 1160.
INTERIOR AND EXTERIOR SHADING
Window
Overhang Left Fin
Right Fin
#
Exterior Shade
Iype
SHGC
t. Wd,
Len.
Hgt. I-Ext. RExt. Dist Len. Hgt.
Dist Len, Hgt.
I
Bug Screen
V. 1b
I-
Vug7ffc-reen
U79 - -
-
- - - - - -
- -
Bug screen
0.76
4
Bug Screen
0.76
5
Bug Screen
0.76
Bug Screen
0.76
7'Bug
Screen
-076
8-
bug Screen
0.76
g-
UU-g--soreen
T
Bug Screen
0.76
1T
Bug Screen
'TZ
Bug screen
'I's
bug Screen
f47
Bug Screen
-T6
810-g-Sc-reen
'W
g Screen
17
Bug Screen
,T6
bug Screen
(b
79
13ug screen
0.16
THERMAL MASS FOR HIGH MASS DESIGN
Area Thick. Heat Inside Condition Location/
Type (sf) (in.) Cap. Cond. R-Val. JA IV Reference Status Comments
PERIMETER LOSSES Insulation Condition Location/
Type Length R-Val. Location JA IV Reference Status Comments
Run Initiation Time; 10107/0510:09:15 Run Code: 1128704955
FFyTnergysoat User Number 2448 Job Number: 050790 Page: -011 11 __J
*JZFWIL�
Certificate Of Cgml2liance .: Residential (Part 2
M
gf 3) CF-1!2,
Prowsed Meta Residence
Project Title Date
10/7L2005
FENESTRATION SURFACES
2 True Cond.
# Type Area U-Factor' SHGC Azm. Tilt Stat. Gazing Type
Location/
Comments
2(1 -Window Right
0 580-116-AIM II&S
0 -W-Pxisting Double Non Mgtal Clear
Fiat Floor
21 Window Right (North) 12.0
0.680 116-A 0.65 116-B
0 90 Existing Double Non Metal Clear
First Floor
22 Window Front {East) 24.0
0.660 116-A 0.65 116-B
0 90 Existing Double Non Metal Clear
First Floor
23 Window Front (East) 12,0
0.580 116-A 0.65 116-8
90 90 Existing Double Non Metal Clear
First Floor
1, Indicate source either from NFRC or Table I I M 2. Indicate source either from NFRC or Table 1168.
INTERIOR AND EXTERIOR SHADING -WftnAQw Overhang.
---Left Fin Rht Fin
# rko SHGC Hot. Wd. Len, Hat. Mi. RExt. Dist, Len. Hqt. Dist. Len. HM.
20 8 g creen 0,76
11- 96-5 Screen
22 J§ug goreen -0-76
23 Bug 0.76
THERMAL MASS FOR HIGH MASS DESIGN
Area Thick. Heat Inside Condition Location/
Type (sf) in. Cap. Cond, R-Val. JA IV Reference Status Comments
PERIMETER LOSSES Insulation Condition Location/
Length R-Val. Location JA IV Reference Status Comments
Run Initiation Time: 10107/05 10:09:15 Run Code: 1128704955
by EnergySoft GS�6F Number., 2448 Job Number 0,50790 Pags. Of 13
Certificate Of COMDliance: Residential (Part 3 of 3) CF-1
ProrIlosed Meza Residence 10012005
Project Title Date
HVAC SYSTEMS
Heating Minimum Cooling Minimum Condition Thermostat
Location Type Eff _ Type Eff Status Type
Existing HVAC Central Furnace 78% AFLIE _Split Air Conditioner 10.0 SEER _Existing Setback
HVAC DISTRIBUTION
Duct Duct Condition Ducts
Location Heating Cooling Location R-Value Status Tested?
Ex!gn VAC Ducted Ducted Attic 4.2 Existing No
Hydronic Piping Pipe Pipe Insul.
System Name Length Diameter Thick.
WATER HEATING SYSTEMS
Ratedl
Tank
Energy
Standbyl Tank Insul.
Water Heater
#In Input
Cap. Condition Factor
Loss R-Value
SystemName Type Distribution
Sy-s-t. (Btu/hr)
(gal) Status
or RE 1(%)
Ext.
Standard Gas 50 gal or Less Small Gas No Pipe Insulation
1 28,000
30 Existing
0.52
n1a n/a
Multi -Family Central Water Heating Details
Hot Water Pump
Hot Water Piping
Length (ft) ,
Add 1/2"
Control # HP Tvoe
In Plenum Outside Buried
Insulation
1 For small gas storage (rated input <= 75000 Btu/hr), electric resistance and heat pump water heaters, list energy factor,
For large gas storage water heaters (rated input > 75000 Btuffir), list Rated Input, Recovery Efficiency and Standby Loss.
For instantaneous gas water heaters, list Rated Input, and Recovery Efficiency.
COMPLIANCE STATEMENT
This certificate of compliance lists the building features and 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.
The undersigned recognizes that compliance using duct design, duct sealing, verification of refrigerant charge and TXVs, insulation installation quality,
and building envelope sealing require installer testing and certification and field verification by an approved HERS rater.
Designer or Owner (per Business & Professions Code) Documentation Author
Name: Name: Christopher S. Leighton
TitlelFirm Maze Family Title/Firm: Terry Engineering
Address: 1250 S. Flower Street Address: 13691 Red Hill Avenue
Santa Ana, Ca 92707 Tustin, CA 92780
Telephone: (714) 432-9815 Telephone: (714) 838-1124
Lic. #: A A .
(signature) (date) (signature) '-0 093 - - (date)
Enforcement Agency
Name: Terry Engineering
Tito/Firm: 13691 Red Hill Avenue
7 - tw
Address: Tustin, !CA 92780
Telephone: - - - - - - - (signature/ (date)
Run Initiation Time: 10/07/05 10:09:15 Run Code: 1128704955
UPON COMPLETION OF CONSTRUCTIONt CONTRACTOR SHALL
OBTAIN CF-6R FORMS FROM THE CALIFORNIA ENERGY
COMMISSION ATi www.energy.coL,gov/tIt(e24
(CLICK TO FIND RESIDENTIAL COMPLIANCE FORMS)
THESE FORMS SHALL BE COMPLETED, SIGNED AND POSTED
ON THE JOB SITE FOR THE PERUSAL OF THE INSPECTOR
PRIOR TO FINAL INSPECTION,
ry
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Date.
10-07-2005
Scale:
AS NOTED
Drawn:
CL
Chocked:
JT
Plot Date:
10-07-2005
Job No,
050790
sheet:
T-24