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STRUCTURAL NOT15S
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CONCRETE
1: ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK
3, GRAM
TYPE(ISO'CU FT)AGRE13ATES SHALL BE NATURAL SAND AND-ROCKCONFORMIN0 TO ASTM
JOIST, PURUNS 2"TO 4"WIDE, 6 & DEEPER No,1
C-33 WITH PROVEN SHRINK AGE CHARACTERISiTca OF LESS THAN 0.05 96.
BEAMS, PURLIN$ OVER 4' WIDE NO: I
SUSPURLINS 2" TO 4' WIDE, 6 & DEEPER No. 1
2, READY MIX CONCRETE SHALL BE MIXED AND DELIVERED 119 ACCORDANCE WITH ASTM C-
LEDGERS No. 2
94 PLACEMENT OF CONCRETE SHALL CONFORM TOACI 301.
STUDS 2"x 4" OR 3"x 4" STUDS
STUDS 2'x 6" No.1
3, CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V OR BLOW ALKALL
POSTS S'x $'AND LARGER N." I
CONFORMING, TOASTMC-150.
SILLS, PLATES AND BLOCKING No. 2
4.- MINIMUM COMPRESSIVE STRENGHT OF CONCRETE AT AGE OF 28 DAYS FOR:
4, SILLS AND PLATES IN CONTACT WITH, CONCRETE OR MASONRY AND WITHIN 48' OF
GROUND, SHALL BE PRESSURE TRESTED DOUGLAS FIR (PTOF) SILLS SHALL BE BOLTED To
FOOTINGS 2,5W PSI
THE FOUNDATION WITH $18" DIAMETER x 19' LONG BOLTS AT 48' ON CENTER 12" MINIMUM
SLAB OR GRADE 2,500 PSI
FROM ENDS OR TWO BOLTS MINIMUM PER PIECE, INLESS OTHERWISE NOTED,
SIDEWALKS 2,000 PSI
5, STUD WALLS ABUTING A CONCRETE OR MASONRY WALL, SHALL BE BOLTED TO THE WALL
S.- MAXIMUM SLUMP SHALL NOT EXCEED 4".
WITH 5W ANCHOR BOLTS AT 24"01C.
6, CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF 5 DAYS
6, ALL NON BEARING STUD WALLS, SHALL BE Z'x STUDS AT 16" O/C WITH Sw GYP..SOARD
AFTER PLACEMENT. ALTERNATIVE METODS WILL BE APPROVED . IF SATISFACTORY
EACH SIDE, UNLESS OTHERWISE NOTED,
PERFORMANCE CAN BE ASSURED,
7.- ALL STUD WALLS SHALL HAVE FULL HEIGHT V x 6" DIAGONAL LEFT -IN BRACES AT ENDS
ALL REINFORCING STEEL ANCHOR BOLTS, DOWELLS AND OTHER INSERTS SHALL BE
AT INTERVALS NOT EXCEEDING 25FEET 010 UNLESS OTHERWISE NOTED ON PLANS, BRACES
SECURELY FASTENED IN THE FORMS BEFORE CONCRETE IS POURED. ADEQUATE
SHALL COVER A MINIMUM OF SltX STUD SPACES.
CLEANOUTS SHALL BE PROVIDED TN BOTTOM OF CONCRETE FORMS FOR PROPER
CLEANOUT AND INSPECTION.
0- COMMON NAILS SHALL BE USED,
8, VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS
9.- FIRE BLOCKING 2"x 1 %` THICK, SHALL BE PLACED IN STUD WALLS AT CEILING AND FLOOR
OUTLINED IN PORTLAND CEMENT ASSOCIATION SPECIFICATIONS ST-26,
LEVELS AT EACH 1 O' HEIGHT OF STUDS AND BETWEEN.STAIR STRINGERS AT SUPPORT-.,
9, EXPOSED CORNERS OF COLUMNS, BEAMS, WALLS, ETC., SHALL .BE FORMED WITH
10, JOISTS SHALL BE BNLOCKED AT SUPPORTS AND 0 BRIDGED OR BLOCKED AT INTERVALS
CHAMFERS UNLESS DETAILED OTHERWISE.
OF 8'WHERE JOISTS ARE 2" x 12"OR DEEPER.
10, CONCRETE CONTRACTOR SHALL BE, SUBMIT PROPOSED CONCRETE DESIGN MIX TO THE
I I- MAXIMUM UNSUPPORTE HEIGHT FOR NON -SEARING PARTITION SHALL BE:
ARCHITECT AND ENGINEER OF RECORD, PRIOR TO STARTING THE WORK,
2- X 4- @ 16- O/C UP TO 14'.W
2"x 6"@ 16'OfC UP TO 20'-.0'
I!: NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE IN EXCESS OF 95 F,
2'x So @ 16"OlC UP to ZS'_V'
11- WIRE MESH LAP (END & SIDE) SHALL BE ONE FULL MESH -2
12- PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS.
PLYWOOD
13, BOLTS HOLES IN WOOD. MEMBERS SHALL BE A MINIMUM 1/32' AND A MAXIMUM 1,116,
LARGER THAN THE BOLT DIAMETER,
1 - PLYWOOD SHEETS SHALL BE COX CONFORMING TO PS 1-95 AND SHALL BE STAMPED WITH
REINFORCING STEEL
THE ORPA GRADE OF THE AMERICAN PLYWOOD ASSOCIATION, UNLESS NOTED OTHERWISE
ON THE PLANS.
1,: REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED SEARS AS FOLLOWS:
2.- EACH SHEET SHALL HAVE A MINIMUM AREA OF 8 SQ. FT. WITH A MINIMUM DIMENSION OF
FOOTING, SLAB ON GRADE; MASONRY AND SENT DOWELL$, TIES:
2 FEET,
# 3 BAR AND SMALLER ASTM A-SISGRADE 40
# 4 BAR AND LARGER ASTM A-615 GRADE 60
3, SEE FRAMING PLAN FOR DIAPHRAGM NAILING SHEOULE, NAILING SHALL BE INSPECTED
AND APPROVED BEFORE COVERING.
2, DEFORMATION OF REINFOR0NG SHALL BE IN ACCORDANCE WITH ASTM A305 AND
BENDING IN ACCORDANCE WITH AC141 saS.
FOUNDATION NOTES
3.- MINIMUM ONCRETE COVER OVER REINFORCING REBAR FOR:
1, FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE DOLL BEARING
(EXCEPT AS NOTED OTHERWISE)
NOT EXPOSED TO WEATHER OR EARTH 1.
PRESSURE PER 2001 UNIFORM BUILDING CODE SHALL BE AS FOLLOWS:
EXPOSED TO WEATHER I
CONTINUOUS FOOTING 1,000 P.S.F.
ISOLATED FOOTING tOOOP.S.F,
EXPOSED TOEARTH, 2"
PILASTER, BEAM & COLUMN TIES I %"
FORMED FOOTING AND WALL EXPOSED TO EARTH Z,
2. ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM UNDISTURBED NATURAL SOIL OR
UNIFORMED FOOTING AND WALL EXPOSED TO EARTH 3"
SLAB ON GRADE
APPROVED COMPACTED FILL AND ADJACENT FINISH GRADE UNLESS NOTED OTHERWISE.
2-
3,- ALL FOOTING SHALL BE CENTERED ON PLASTER AND/OR WALL AND COLUMN UNLESS
OTHERWISE NOTED.
4.- SPLICE IN CONCRETE:
MINIMUM OF 1 36 BAR DIAMETER OR 17 WICHEVER IS GREATER.
4.-FINISH FLOOR (F.F) EXCAVATION SHALL BE AS NOTED ON GRADING PLANS.
5,- WELDED WIRE FABRIC SHALL CONFORM To ASTM A-1 ss AND "2.
5, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE,FOR ALL EXCAVATION PROCEDURES
6.. ALL DETAILING OF I REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF ACI 31895
INCLUDING LAGGING; SHORING AND PROTECTION OF ANY ADJACENT PROPERTY
STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND
1,-ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC. SHALL BE SECURED
LOCAL SAFETY ORDINANCES.
PLACE PRIOR TO PLACING ANY CONCRETE OR GROUT.
6, ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON DRAWINGS, DETAILS
8, ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615
GRADE 60,
AND/OR SHEDULES.
7, ALL FOOTINGS AND PIERS SHALL BE CENTERED UNDER THE BUILDING COLUMNS (u.N.O.)
9: ALL REINFORCING BAR SENDS SHALL BE MADE COLD,
8, ALL EXISTING UTILITIES THAT INTERFERE, WITH THE STRUCTURAL FOUNDATIONS SHALL
10, ALL REINFORCING,SARS SHALL SE.FREE FROM GREASE, RUST, MILL SCALE OR ANY
OTHER FOREIGN MATERIAL WISH MAY AFFECT THE BARS ABILITY TO BOND TO THE
BE REMOVED AND RELOCATED,
MORTAR,
9, ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE FOOTING
ll.- REINFORCEMENT THAT IS PARTIALLY EMSEDED IN CONCRETE SHALL NOT BE FIELD BENT
EXCEPT AS SPECIFICALLY DETAILED IN THESE .DRAWINGS OR WITHOUT THE WRITTEN
(THE PRESSURE ZONE, EXTENDING BELOW THE FOOTING,. BASED ON A 2 HORIZONTAL TO I
APPROVAL OF THE ENGINEER OF RECORD.
VERTICAL SLOPE) SHALL BE SLEEVED THROUGH CONCRETE CAST-IWPLACE AT THE
FOUNDATION POUR.
12,ALL REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS ON THE DRAWINGS,
10.- FOUNDATION MAY BE SUBJECT TO TRUCTURAL REVISION IN THE FIELD DUE THE
WHERE LAP AND(OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INIDICATED, PROVIDE
CLASS 'C' SPLICE PER SCHEDULE. ALL SPLICE LOCATIONS SHALL BE CLEARLY SHOWN ON
POSSIBLE VARYING SUBSURFACE CONDITIONS.
SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE FABRICATION.
LUMBER
13, PLACING TOLERANCES, AND BAR SUPPORTS SHALL CONFORM TO THE MANUAL OF
STANDARD PRACTICE FOR REINFORCING CONCRETE CONSTRUCTION By WCRSI.
1: ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR LARCH CONFORMING TO DIVISION
23 (2001 CM.C),
14, CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN 11 NOR 1
BAR OLA NOR Ix MAX AGRAGATE SIZE.
2.- RAFTER, SEAMS, PURLtNS SHALL BE DOUGLAS FIR'NO. UNLESS OTHERWISE NOTED,
BARS IN SE0OND,LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN DISTANCE
BETWEEN LAYERS 1",
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FOUNDATION
1.
NOTES
OR Si3EATING:
FLOOR USE 3/a" STRUCTURAL 11 C-D OR C-C
PLYWOOD, MINIMUM PAiNL INDEX NUMBER
(40/20) T & G, W/ 10 D (a,10"O.C. IN THE FIELD
(UNBLOCKED U.NO.) .
PACE GRAIN OF PLYWOOD SHALL BE PERP.
TO SUPPORTS.
Fu u ND/ATl0o*"N
A ff IL
PLAN
2.
EXISTING 12"x18" CONC. FOOT'G
g
3
NEW ,W CONCRETE FOOTING 12"W x 18" D W/
(1) 44 TOP & BOTTOM MIN.
4.
24" L #4 REBAR DOWELL 6" INTO EXIST'G
7FOOT'G TOP & BOTT W/ SIMP "EPDXY"
5.
12"x 6" G.1. FOUNDATION VENT (T'YP)
EXIST'G FOOTING
6.
18"x 24" G.I. FOUNDATION ACCESS
7.
GIRDER POCKET OR HANGER PER PLAN
NEW FOUNDATION �
-:
8.
5/8" DIA x 10" L. ANCHOR BOLT 6'-0" O.C. MAX
12" FROM EN[98, MIN 2 PL+R FIELD, 7" MIN .EN.I F a
Y4'12"x 2" x 3116" PLATE WA%1:ERS (TYP)
NOTES.
a,
VERIFY HRDWR. LOCATION W/ FLOOR PLAN
b.
HOLD -:DOWN ANCHORS MUST BE TIED IN PLACE
PRIOR TO FOUNDATION INSPECTION
c.
SURFACE WATER WILL DRAIN AWAY FROM
BUILDING
d.
HOLD-DOWN CONNECTOR BOLTS INTO WOOD
FRAMING REQUIRE APPROVED PLATE WASHRS,
AND ROL-DOWNS SHALL BE TIGHTENED JUST
PRIOR TO COVERING THE WALL FRAMING
e.
ALL INTERIOR NON -BEARING WALLS W/ SHOT PINS,
RANSET #3348 OR EQUIVALENT AT 36 " O.C.
UNLESS OTHERWISE NOTED,
G
5/8" DIA. A. B. MAY BE REPLACED BY 5/8" DIA THREADED
RODS W/ 5 '/4" EMBED, WITH CIA -GEL 7000 EPDXY SYSTEM
LC,B.O. ER -4846 (OREQUIVALENT), AT THE SAME SPACING
PER 2320. 11. 4. CBC
PRINTED ON CLEARPIRINT• 1000
BRACING PANEL
PElQ z3z¢�.II.a GBG
3/8 " C-C), C-C PLYW O BLKC>.
`✓ W/ lad a W" O.G. EN. d 12 O.C. FN.
2X P,T,DF. SILL CONNECTION U1/ 5/$"m
A.B. 0 3t7" O.Gr
TOP ANCHORAGE WITH A•35 0 16" O.C.
MATERIAL
TINGLE CLASS `B' OR BETTER TO MATCH
F.R. Vl $ UNDERLAYMENT
STRING
STRUCTURAL C-D OR C-C PLYW'D
INDEX NUMBER (24/0)
5 AT 6" O.G. SUPPORTED EDGES
DARIES 4 8d AT 12" IN THE FIELD
ING IS REQUIRED UN.O. FACE GRAIN OF
SHALL BE PERP . TO SUPPORTS.
'PLACED W1 I/2 " OSB PANELS
t BARRIER PER TITLE 24.
ING AS INDICATED
?OD.
FRAMING NOTES
PROVIDE ROOF RADIANT BARRIER;
I. ROOF SHEATHING PER TITLE 24 AT ROOF SHEATHING a
PER PLAN,
MAY BE REPLACED WITH OSB PANELS
(USE IX(p SOLID SHEATHING OR A-C GRADE PLYWOOD
AT EAVES 4 OVERHANG)
2. PROVIDE 4X POST AT EACH END OF 4XIO OR
LARGER MEMBERS, DOUBLE STUDS FOR 4X8 SINGLE
STUD FOR 4X6 OR SMALLER MEMBERS
f
3. WHERE DOUBLE 2x SOLE PLATES ARE USED, PROVIDE
PROGRESSIVE NAILING.
4. ALL NAILS ARE COMMON NAILS.
5. ALL STUDS 0 16" O.G. MAXIMUM,
6. ALL LAG BOLTS (LB) TO BE 8" LONG INSTALLED
WITH PILOT HOLE AND WRENCH.
1. FRAMING MEMBERS OR BLOCKING SHALL BE PROVIDED
AT ALL EDGES OF ALL PLYW'D SHEETS IN SHEAR WALL.
S. ALL PLYWOOD PANELS SHALL BE
MANUFACTURED USING EXTERIOR GLUE,
g, 2 LAYERS OF 156 FELT SHALL BE USED AT
ALL STUCCO APPLIED OVER PLYWOOD.
II ��
10, SEE DETAILS SDI SQi FOR ALLOWED BORING
AND NOTCHING OF STUDS AND JOISTS
II. SEE DET. SDI FOR TYP. EXTERIOR
WALL FRAMING
da
...................
POFPA,F4EO 8.yl
EX15TIN
4'-0" MIN. LAP WALL
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(2) 16d STUD FLR J5T. PER FLAN
8) 16d 0 MIN. &
16d 0 16" O.C. EXISTING FLR. SHEAR PANEL
LAP TOP PLT
5 J015T (2) Irod TO EXIST'G
a STD... MAX PER PLAN
RIM JST. OR,5LK'G ------
T�7,
V 2 10
7 7 7 7 z Lv x
4X4
LJOR
• PROVIDE IX6 LET -IN
BRAC'G (IF NO SHEAR SSTB
ANCHO
WALLS OCCUR) 0 60
4X& GIRDER
MAX. 0 451' MIN. W/ a
160 0 24"-,,
C.FACE
(3) 8d EA. END & EA.
0 (3) 16d E.N. STUD BRACE EA.
NAIL
TYP. CORNER 0 25'O.C. MAX.
2X TRIM'R &
PROVIDE 2X FIRE
A
(2) 16d E.N.
KING STUDS BLOCK WHERE WALLS
TO P2X SILL
JAMB EXCEED 10'H. & AT ALL
L 5- L FRM CORWR &
TY. r
C'L'G & SOFFIT LINES
714 2,8 5, It 2 1
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I- (E) ROOF SHT*G 0/ 2X ROOF RFTR.
2X P.T.D.F. SILL PLT. 3
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(2) 10d T.N. @ HD2A (2) 5/s % 12" 41/2 41/�� 4X4 16 2775
W/%" DIA. ANCHOR 2- E.N.
EA. SIDE STUD
BOLTS W/ 7'* EMBED*T 3- 2X R; OCKiNG (ALT.) EXISTING 'SIMP' HU4ro �W/
REVISIONS
TO PLT. _: jL (12) TITEN 1/4,X 2 2/4 HD5A (2) _y4 _y 16" 5/4 3 4X4 20 4010
4
PER FOUNDATION PLAN. 4. 2X C_ EWS TO,(E)
�`ONT. "ZHAPED'W/ 16d 0
PROVIDE A. B.
6A (2) % % 24"61/�31/�24M 28 5510
6 C,C. TO BLOCK- OR- WITH CONC. FTN'G- HID
f:3'-O�' O.C. & 41/2"
MIN. / 12 MAX. FIRM. 2- 16d NAILS TO EACH RAFTER (1) liald EA SIDE
X4 f=.Tl:>F, HD8A (2) % 7/$ 24" 6,/813V,14X6 28 7910
10
SILL END IN L�E'U OF 2X BLOCKING. TO WEDGE 2
5- 2X RAFTER 'CALIFORNIA! WEDGE )A (2) Is24"' 28 9990
HDI( la FRAMED
F-rf4A-f_ a-
FR.ACTION
OF STUD 2X4 2X6 2X8
2 57 D
ya-"
13/8- 17/8,,
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13/a"
2 Va 3"
L—c-,i/ D-1
2"
3 11/4 4"/4"
3 2-2X BLK'G SCALE
NOTE: NOTCH t BORE 4- A X GIRDER PER PLAN
NoTTO OCCUR ON SAME
STUD WITHIN 36" OF 5- A-35 EA. SIDE JOB NO.
EACH OTHER. 6� 8"X 8" X2" P i T. PLATE
W/ DIA A_8, SHEET _wv)l rAr-
P A RJR 0 BY:
'ICATE -OF COM PLUNCE: RESIDENTUL (page 2 of 3) CF-IR
OF COLCERESIDENTUL {Page I of 3Y, �CFIR CER-TIF
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Date
Projec, ift
HVIA-11C SYSTEMS
hydrome or Heating Systems, except Desi
Mie.10tit combined hy0rohic data under Water gn Heating Load.
Pro t Address
11 0 Date: Distribution
plan. Check
el hone Type'and
Minitawn Duct or Heat 'Pump
u
Field check [Date Heating Equipment Location Piping Thermostat Configuration
Efficiency
Type (furnace, hem R-Value Type lit or package)
etc.)
3iii� Agenc3r U- Only (ductr, attic;
or
janm MAbd (Packoge or Cornl)uw)
Climate Zone PUMP, eft
Minimum Duet Heat Pump
Coo ifig Equipment
V _N 'pe (air wMitiorm, Efficiency Location Duct Thermostat Configuration
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(inputfivA
{installer testing and certification and IER&r4cr tield verification required)
'Num
Uhits
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readily acoessib* 0.1i both) Zones,2 M.411 84 5 only)
Type� (6rele�ode or triale
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ype,
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and tFtor ate not re uired for a wand framed avati first
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Ell Energy External
'rank Rated, Factor or Tauk
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Input (kW C ity
Water Heater Number Capacity Insulation
Distribution Recovery -,,Standby'
-Value
ill System or Rwhr) Efficiency Logs R
Shading Devices
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JIM MR
... . ......
Fenestration Exterior
Ovahangs/ eleotricrMiatance, and heat PUMP list E
veil 1. For smangis storage waterheatm(rAVAinputs of less than ore al to 75,000 Btulhr)� waterhesters U"ff
Fins Ile heatem (t#u1input ofgmateT than 75,000 BtuVhr} list Rated Input Rowv Standby tan by oss
M.
INS 0,10`0',
Factor. For large gas amaeo water
'watorhoatas, Uxated input and recovery
Kep,
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For instantaneous gas
M�o Yront 11010;�
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U, Fr6ni: 1�211_ Package:C: and D: TXV
extra sheets if neceg@U1.
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August 2001
CIO
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RE ye, I of 2) NW-W MANDATORY. MEASU &ES CHECKLIST: RESIDENTIAL (Page,2 of 2) 11�,,!F-llt z
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SIDENTIA g _ '- I W
MEASURES: CHECKL
UbjeCj easkjrc� regardless of the compliance approach used,
'�lhe *aodw& must contain apprnae residential build s to the Standards nM$t contain these M cc
U,
ARS111 Note: Lowrise ings V, '�?gg weasureg regstriten oft
asterisk may be superseded by more stringent cohipliance requirements, listed on, the Certificate of
be su ft per� by more Items markedivvith an features er
'a" ber all -lies as
RUXRO � the noted shall b considered by
y
merits
sPle i 114
ma 6curnents, therfe&U'ViS When.this checklistis i;jcorporatod into the permit documents,
or t6; I I r complianw.
f shown elsewhere in the docum
ficakons for tbe, mandatory measures whether they are
�tit
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st"M dse� iii the d
mandaliory measures *bdhar
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thinimum component performanice r,
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or on this thw0st only.
licable.
when completed: or
bca}toltes when
complete& or mter,N/A if notapplicable. I-pstructions: Check or initial applio.ible boxes enter N/A if not app
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DESCRIV-nON
DESIGNER
ENFORCEMENT
Space Conditioning, Water Heating- and Plumbing SYstem Measurer.,11ontinued)
*'§150(m), Doctsari4fans
1. All ducts and Plehunks installed, sealed and insulated to meet the requirement of the 1998 CW Sedions 601,
Ali,
603, 604, and Standard &I dixts insulated tC .1 minimum installedlevel of R4.2 or enclosed entirely in
conditioned space, Openings Shall,be sealed ivith mastic, tape, aerosol sealant, or other duct -closure system
that meets the applicableseqkdrements OML 131, TJL 181A, or UL IgIB. if mastic or tape is used to zeal
r
opening$, greater than 1,14 ineb,the -conibinatiort of n iastic and either mesh or tape shall be used, Building
shall not be used for conveying conditioned air. Toints and seams of duct systems and their
,cavities
cumportents,shWj not bcseat6d with cloth back rubber adliesive, 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
I
other then tested sheetmetal, duct boind or &Pcible d utt shall not be used for conveying conditioned
air, Building cavities and support platforms may contain ducts. Ducts installed in cavities and suport
platformsshallnot be compressed to cause yisdkjctioris in the cross -sectional area of the,ducts.
3, Joitrts and seams of duct systems and their casnpneatfs shall not be sealed with cloth back rubber
adhesive duct tapes unless such tape is used in combination with mastic and drawbaWs.
4. Exhaust systems have back draft or autornotic tampers.
5 Gravity ventilating systems serving conditioned space have either automatic or readily accessible,,
manually, operated dampers.
6: Protection of Insulation. Insulationshall ,be PtOtected from damage, including that due to sunlight,
moisture; equipmeitt mairite—M and wind but not limited to the following; TMU18ti0n 0TOSed to
weather shall be suitable for outdoor service protected by aluminum, sheetmetal,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 fiom solar radiation that can cause degradation fof the material;
§114- pool and Spa 1*afingsystems and EquilAlOnt.
on -off switch, weatherproof operating instructions; no
electric resistaAce, heating and no pilot light.
I System is installed with:
a, At least W of Pipe between filter and heater for future solar heating.
b. Cover,fououtdoor POWs or outdoor spas,
3.'Pool system has directioruil inlets and a circulation pump time switoh,
I I s:, Gas Sand call" famaccs, pool heaters; qPa.heaters or household cooking appliances have no
corattuously pilot.!Lghtc tion. ktdSjlcctdcal cooking appliances with pitat<1 5O.Buithr)
§118(f)- Cool�Roofniatetialmeet specified orktcda
Lighting Measures:
§15Q (k)l,: Luminaires for90=21 righting In kitchens shall have Jamps, with an efficacy of40 lumorta(watt
lighting be controlled by a switch On a readily
or greater for gcrteial ii$ttting in kitchens, Ibis general shalt
§l§0:{k}B.: Roorits with a shower at' 6atlttub maGst have either at laaatone htmiis�re with taihps vtftth en
efficacy cif 40 lattttenstwatt or greater switched at tits enttnttce'to the room or one of cattematives. to this
requirement aitowedYn §, li0(k)2,, acid ineanilrascent tecesse¢ ceding fixtures are IC ori cover)
approved.,
V,
DESCRIPTION:
64
DESCRIPTION OF JOB:
135 SO F; RELOCATE (E)
0
KITCH TO ADWN
is
0
Ali
0