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SPECIFICATIONS CODE DATA
1_36 Max. stud height is 10' for bearing walls, max. 14' for
NOTE- If conflict with notes on plans, most restrictive non bearing 20, fire block at mid "on.
requirements would govern. Where plates or sole plates are cut for pipes,
is 2x4 light framing to be stud grade. stropl-1/2* wide by 24' long by 1/8* thk. shall be
Joist and rofters to be No.2 D.F.(Doug Fir), -larch. fastened across the opening with 16d nails on each tide,
Booms, stringlersond headers to be NoA D.F.-torch.
Posts and timbers be No.1 D.F.-larch. 3-al Roof shoolrfng:1/2*CDX Structural I plywood or APA rated
Unless otherwise specified, timber shall be Doug Fir and O.S.B.B.N: 8d 06*o.o., EN: Od 06a.a.; and FN.: 8d 012'o.c.
shall conform to W.C.L.I.B. u.o.n. at roof framing plan.
Standard Grading and Dressing Rules.
Floor shooting: 5/8' T&G COX Structural I Plywood or
I b
ALL WORK CONFORM FOLLOWING CODES: APA rated O.S.8: B.N.- 10d Wo.c., EN*10d 06*o.c., and
FN. 10d 010"o.c. Use ring shank nails and glue plywood
Uniform Building Code. CA Building Coda. A ri,
to framing according to manufacturers specification.
Uniform Mechanical Code. CA Mechanical Code,
Uniform Plumbing Code. CA Plumbing Code.
Uniform Electrical Code. CA Electrical Code. HO Provide double floor joist under all parallel partitions,
solid block joist under walls and bearing points,
ALL STRUM umn & Local 41 Floor joist framing from. opposite sides of boom, girder
boom/beam, boom/co
column/foundation must be positively ordinances
ril or partition shall be lopped at least 3*or the opposing
connected with Simpson or equivalent joist shall be tied together in on approved manner.
connectors regardless of lock of connection N I
detailing on plans. Standard connections u.o.n. 4-21 Provide 05/8' anchor bolts embedded 7* into concrete
Simpson or equivalent: beam/column "CC*. F or masonry 0 Wo.c. min. 2 bolts per plate, one bolt
boom/beom-*HUFf ". column/pod footing -'CB" within 12* of plate end and corners. NOTE: Bolts shall
M Combination florescent light/vent fan, extend 5* into footing on two (2) pour system (extra
capable of 5 air changes/hour, at now long bolts). Use 3/16 thk. X 2' sq. plate washers. 6A1,
interior bathrooms, or add where exterior
f4_31 Provide reinforcing steel
bathroom window is removed. in slob.
Min. depth of footing below natural grade and width of
17771 Water closets-, 1.6 GPF 4 r
Shower heads: 2.5 GPM F441
footing. t2*xl2* supporting one story structure; and min.
Laundry Faucets: 2.2 GPM 15* wide x18* deep for two story footing, u.on..
Sink Faucets: 2.2 GPM
n4 7/8* stucco siding. E5 Uss type V cement for high sulfate soilsAnW' psJ.,u.o.n.
Footing should be examined by the Building Inspector
1x lop or vertical siding over 1/2" cdx plywood. Prior to cOncr'Ote Pour. Ali special bolting and shear
hardware to be tied in place.
n47Provide stucco base screed.
4n8 Foundation supporting wood shallextend at least 6"obove
n7 mass, the adjacent finished grade paying or sidewalk.
r--1 Attic ventilation 1/150 of attic area sq, ft.. n49 Footing shall be provided under all bearing wall*.
Mox.144 sq. inches in fire hazard OreaP 50 Plywood shear wall shooting: 1/2" CDX Structural I
3 tab class 4A" fire rated shingles 0/15 # felt and plywood or APA rated B.N.: 8d 06"o.c., EN: 84 Wo.c.,
9 over 2 layers 15 # felt for 3/12 pitch or less. ICBO 0 and FN. 8d 012*o.c. u.o.n. on framing plan
10 Tile roof. 61b./sq.ft/0/30 # felt-/CBO ER4660 ES-ER-51443 n5i All second floor shear wells shall property be attached to
the roof diaphragm,
❑11 All hose bibs are required to be protected with a
521 All glazing shall be duel glazed unless otherwise
permanently attached anti -siphon device, Min. 1 hose recommended by certified energy report.
bib required front and book.
Provide R-13 in the exterior walls, R-19 in wood floors
Ground fault interceptor protection (GFI) for all exterior over non living areas. provide R-30 in the roof or ceiling
12
receptacles, in bathrooms, in unfinished unless otherwise recommended by certified energy report,
basements/crow{ spaces, in garages and at counter
tops; in kitchens or at bar sinks. [5-4] Dryer vent shall be 04* smooth round metal, max.
length of 14" with 90' bonds. Any deviation shall be
R3Switched light fixture in every habitable room, engineered and approved by Mechanical unit.
bathroom, stairway, hall, attached garage and at
n55 AM epoxy installations require special inspection, u.o.n. outdoor entrances. M
RProvide 2 GF1 protected -exterior receptacles, one at Provide at least one window or exterior door approved
the rear of each dweling unit.
for emergency egress or rescue for every room used for
sleeping purposes and at basements. This window or
n15 Outlets are required for kitchen counter space 12' and opening must have a clear net open able dimension of
wider in such a manner that no point along the wall is 24" high and 20" wide AND total 5.7 sq, ft.. The max. vam
more than 2' from outlet or more than 4' for island finished sill height is 44" above floor.
and peninsula counters.
[ 571 Fluorescent lights rated at not loss than 40 lumens/watt
n16 Outlets for wall spaces 2' and wider at maximum for general lighting in kitchens and bathrooms.
0
12*o,c. so that no point along a wall, fixed glass, or TOTAL S �11
guard rail is more than 6' from outlet. 581 HEATIM §)IXM IN ATTIC. Attic access mIn.30*x30*not
over 20' from equipment. Unobstructed passage 240wide
F171 A dedicated 20 omp branch circuit for bathroom with solid continuous flooring from access to
receptacles is required, equipment/control panel. A level, unobstructed work
platform min. 30* in front of equipment with 3.0"
4* thk. concrete landing 1' below threshold
headroom. Light over equipment With switch at access.
min.36*x min.36* wide or full width of d*or(s) or full Air supply openings of 2 sqin./1,000 BTU for blower
width of patio doors, or French doors. types and 7 sq.in./1,000 BTU for gravity food type. -4
RWater heater will be securely strapped to wall with two NOTE: *Required swimming pool/spa fencing must be + ti
straps. One within 1/3 of top and 1/3 of bottom. F591 +I
Elevate water heater min.18* above garage door on I hr. maintained during construction or the pool/spa shall be
pedestal. emptiod."(117 APPLICABLE)
n2O Required swimming Pool/spa fencing must be maintained 60Radiant barrier required in climate zones 2,4,8-15.
during construction or the pool/spa shall be emptied. Required this submitting. YES.,.` NO- UO
sible from the street. The discharge of pollutants to any storm drainage system,
R21 Provide house street number vi
Numbers shall be of non combustible materials in Very
Fe 11 is prohibited. No oil waste, petroleum byproducts, soil
High Severity Zones.
particulate, construction waste materials or waste water
generated on construction sites or by consruction
R22 Provide attic access 22"x30"> readily accessible with activities shall be placed, conveyed or discharged into E�_Svwr I 0� IN q -tip
min.30* clear head room. the street, gutter or storm drain system.
2_31 Provide approved smoke detectors. Additional info shoot 1,
Q
Approval must be obtained and/or fees paid to following
R24 Showers shall be finished 70" above drain with materials agencies. This information should reach the project owner
not adversely affected by moisture. or other individual with authority to act on it and it Al
should reach them as early as possible in the plan
review process.
PS Anti scolding shower and tub and shower valves are City Planning Division Zoning Clearance
required and shall be of pressure balance or School Fees
errrios a ic. Mixing valve type. Soc.4tv., UPC. L vN
Other
6 Access Pane( (12*xl2*) required for tub strop slip -joint
]
or use non -slip (welded) joiint. Exterior loth: Provide two layers of Grade D paper over A, N N"Ny(� 11-31VIS1 r-INN
all wood base sheeting. (CBC 2506.4)
P7 Stucco loth and drywall shall be nailed to studs and
top -bottom plates. r6-41 Provide a weep screed for stucco at foundation plate line
MASTER F
min.4* above grade. (CBC 2506.5)
f2alSafety glazing is required at wardrobe doors, shower doors
and windows at both tubs and showers and within 2' of 651 Tempered •patio doors or French doors -low *E'-dual .4
F
doors. pone.
29 (TYP) strop new wall to existing at top plate with ST
Provide Approved spark arrestor at fireplace chimney. 'ED
n_30 Wall between house living area and garage (R-3, U�1) 67 Provide A.F.C.I. protection for bedroom circuits. J
shall be 5/8' typsX" drywoll, floor to roof sheathing
with toped jointis. Ic
T-24 POSTINC38 F:tr=auiF;tr=-D
P'�_AN'
31 Door between R-3 and U-1, 1-3/8* solid care BYCaNTRACTOR
(20 min.) door, self -closing and tight -fitting. a) Contractor shall post the Installation Certificate (CF-6R)
DAT
form and Insulation Certificate (IC-1) in conspicuous
Provide balloon framing, at exterior wall siding on sloping
fi 21 location or kept with plan and made available to the
ceiling.
Inspector.
Contractor shall provide copies of: Californiaguide to b) L
33
Provide double top plate with 48* top splices stropped Homo Comfort and Ensavings, CF-IR, MF-IR.
With Simpson strop ST6224 CF-SR and IC- forms to ergy building owner.
-C)
C) An approved HERS provider and certified ratter shall
EProvide fire blocking, vertical or horizontal, shelf coform conduct the field verification and diagnostic testing.
4
to UBC sec.708.2 d) Contractor shall provide Certificate of Field verification
C"
and Diagnostic Testing (CF-4R)i signed and dated by the 00!
n35 Studs supporting 3 stories shall be 2x6 or 30 0 16' mc, HERS fatter to Building Department prior to final
C", 14) 6 67-2700
Inspection.
Please show the following notes on the first sheet of the plan: SMOKE 0ETECTORS
Hardwired smoke detectors with a battery backup Ore
NATIONAL POLLUTANT DISCHARGE ELIMINATION-SYITEM required. Show oil locations With symbol SO A on PInn
1. In the case of emergency, cal&AkLftVD �WIA at Work Phone 55or Home Hans
SDI F2 r:-�RIZOOFA
2, Sediment from areas disturbed by construction shall be retained on site using structural controls NPDE Provide smoke detectors in each hdilwoy leading' tc
sleeping rooms, each sleeping room of now and existing
to the maximum extent practicable. sediment transport from the site to'streels construction, top of stairway, and in each story. In new
treat 3. Stockpiles of soil shall be properly contained to minimizes construction detectors to be hard wired with battery back
drainage facilities or adjacent properties via runoff, vehicle tacking, or wind. up. UBC 310.9.1.4. Detectors shall be interconnected to 00
4. Appropriate BMP's for construction related materials, wastes, spills shall be implemented to minimize sound at the some time. r
transport from the site to streets, drainage facilities, or adjoining properties by wind or runoff. Detectors ore not to be located in kitchen, garage or
5. Runoff from equipment and vehicle washing shall be contained at construction sites unless treated within 3 feet from door to kitchen or bathroom. Or Ile
ir registers.
to reduce or remove sediment and other pollutants.
10
N
6. All construction contractor and subcontractor personnel are to be made aware or the required best
management practices and good housekeeping measures for the project site and any associated construction LOT AND BUILDING, STATISTICS staging areas.
Lot size sq. 51:5,�rzno Mcr 7. At the end of each day of construction activity all construction debris and waste materials shall -4
sq
be collected and property disposed in trash or recycle bins. EAstlng garage
I A
sq.
8. Construction sites shall be maintained in such a condition that an anticipated storm does not carry Usting-living area
wastes or pollutants off the site. Discharges Of Material other than stormwater only when necessary
for performance and completion of construction practices and where they do not: cause or contribute I st ftoor a&Won sq. ft.. "7 V
to a violation of any water quality standard; Cause or threaten to cause pollution, contamination, or P E R N! IT -rY P E
nuisance; or contain a hazardous substance in a quantity reportable under Federal Regulations 40 CFR 1 1
7, 1 Aft
-, �'! �,_ 3 -U i
id or liquid chemicals wastes from Total living area sq. ft..
Parts 117 and 302. Garage wWl*m sq. ft.. , 3-8
9. Potential pollutants include but are not limited to: solid "0
paints, stains, sealants, glues, times, pesticides, herbicides, wood preservatives arid solvents; asbestos Total garig*s), area sq. ft..
fibers, paint flakes or stucco fragments; fuels, oils, lubricants, and hydraulic, radiator or battery '5, r4
s: AJ,
fluids; fertilizers, vehicle/equipment wash water and concrete wash water; concrete, detergent or floatable % Building(s) Wand sq. ft..
wastes; wastes from any engine/equipment steam cleaning or chemical degreasing and superchlorinated 0 C a ca, rxoi,,�
Actual footprint4and %
potable water line flushing.
C SI
During construction, penriftee, shall dispose of such materials in a specified and controlled temporaryON T R
area on -site, physically separated from potential stormwater runoff, with ultimate disposal in accordance
with local, state and federal requirements, SHEETINDEX c1c
surface erosion is Dma"M SheetNo.
10. Dewatering of contaminated groundwater, or discharging contaminated soils via
prohibited, Dewatering of non -contaminated groundwater requires a National Pollutant Discharge Elimination SITE PLAN "'2
System Permit from the respective State Regional Water Quality Control Board.
FLOOR PLANS
11. Graded areas on the permitted area perimeter must drain away from the face of slopes at the conclusion
.of each working day. Drainage is to be directed toward desilting facilities, ELEVATIONS
12. The permittee and contractor shall be responsible and shall take necessary precautions to prevent TITLE 24, MFR& CFR Forms 47
public trespass onto areas where impounded water creates a, hazardous condition,
FOUNDATION PLAN
N
13. The permittee and contractor shall inspect the erosion control work and insure that the work is in FLOOR FRAMING PLAN
accordance with the approved plans. ROOF FRAMING PLAN NPDES-1 CONTINUED
14, The permittee shall notify all general contractors, subcontractors, material suppliers, lessees,
and prop" owners: that dumping of chemicals into the storm drain system or the watershed is prohibited, FRAMING SECTIONS 17. Sediments from areas disturbed by construction shall be retained on site using an effective combination of
15. Equipment and workers for emergency work shall be made available at ail times during the rainy season. erosion and sediment Controls to ft maximum extent practicable, and stockpiles of sail shall be property containted
DETAILS
Necessary materials shall be available on site and stockpiled at convenient locations to facilitate to minimize sediment transport *am the site to streets, drainage feciftes of adjacent properties via runoff.
& o
rapid construction of temporary devices when rain is imminent. ELECTRICAL PLUMBING PLANS vehicle tracking, or wind.
16. All removable erosion protective devices shall be in place at the and of each working day when the 18. Appropriate BMPs for construction -related materials, wastes. softs or residues shall be Implemented and retained
5-Day Rain Probability Forecast exceeds 40%. on site to i ining Property by wind or
Z minimize transport from the site to streets, drainage hicillitlea, or adjo
runoff, . . . ...
. . . . . .
. - %R
If/ul, I A- -i
I
OCT 2,005
i.
SITE PLAN
N
I
SCALE: fI It at
At expansive soils, often post tensions slabs ore used; therefore, care must be taken whenever additions are
mad* to existing structures, The" post tensioned tendons cannot be severed to place now foundations for
additions or remodels without extreme care and engineered design. BY STAMPING, AND SIGNING PLANS, ENGINEER
ACKNOWLEDGES, HE HAS FACTORED IN THE RAMIFICATIONS OF POST TENSION FOUNDATIONS.
OF
M
CRAWN
DATE
SCALE
Joe 190.
14
k.
19
NOTE. WHERE 2X MATERIAL IS CALLED OUT--CHEt2( {`1 PLYWOOD ROOF (4 � PLYWOOD ROOF 2X BLK'G A35'S MMY S
L J SHEATHING 1�.) SHEATHING 0 24" O/C
PLAN{S) FOR 3X MATERIAL 2x ROOF RAFTER 2x ROOF RAFTER
2 2 t. - 2 X 4 STUDS AT Fri O.C. NOTE.
1. - SEE PLAN SEE PLAN
� 2. - (2} 2 X 4 TIIP PLJtT�'i ALL GLUE LAM
21 - 5 3 - 2 X D OCKING BEAMS COMBINATION 24F
3. - SPLiCE OVER CENTER OF STUD 2x BLK'G. 7 2x BLK'G. S1I'(P 4, - 2 X C.d'S AT is, O.0
4. - 4` -D' MIN. LAP W/ {40} 16d NAILS P.N. w }� , 5. - 2 X R.R$ AT 16' OC STD. CAMBER,
OR ST 6236 4 1 od s'ti 4 1 @6°" �i
5, - FIREBLOCKING AT MIOHK2{T OF ALL i WW TRUSS ERPE'J. 7' - 2 X � RIDGE BOARD
WALLS OVER 8 -0' HIGH. 8a. - 4 X _ RIDGE BEAM 12
5 (2) 10D NAILS EACH END OF FIREDLOCKING, 2 2x ROOF SHEAR iF. i TOW L b. - 8 X _ .. ROM BEAM
6, - 7' MIN. INTO CONC. t
RAFTER - MI OCCUR'G I W a - X . t;fU LW (R, BM)
7. - 2X STUD &TRIMMER MIN. AT JAMBS SEE PITCH 1 /4" TO 12" 9. - 5/8• PLY CDX T i CA - C.C. PLUGGED
MiNG PLAN FOR ADDITIONAL SUPPORT. 8 C.J. SEE PLAN 8
B. - 4 1/6` MIN., 9` MAX. FROM SILL END (HOT MOP.) fO. - 1/2" PLY COX
9. - 2X SiLL W/(2) 16D NAILS EACH END. 11d - 1/2 DRY WALL
10. - (3) 16D END NAILS. g A35 @ 16' O.C. vq�/fA35 16" Q.G. E TYP) b. - 5/8• TYPE X D.W. L:I
11. - ISO NAILS AT 24 MAXIMUM O/C W/(2) 11 1i p � �/ a - STD 5/8 ID. WHERE WS 0 2,C O/C 5
16D EACH STUD 11' -6' OR LESS. rk (3) 6 6 ± _� 12a. - R-13 WALL iNSULA111* tO
160 EACH STUD OVER 11' -6'. 10 i b, - R-19 FLOOR INSULA1%ON
11 - TYPICAL SOLID UNTEL - SEE FRAMING a - R-19 CLG INSUL.ATIO11 3PLAN FOR SIZE f. PLYWOOD SHEATHING 6, A3591$' D.G. PL/ WALL T4 Bt1(G. � T�O. 4 X. 6 X tiiJR. 2X FLAAT FNGR d, - ft-30 ROOF iNSUTATCN '
1.1 - 5/8' DIA. X 10" ANCHOR BOLTS AT 72' 2. 2 X RF RAF'S 7. 2 X BLKG, W/(2) 160 PER BILK. TO �," 11. WINDOW OR DOOR w/ (2) 1 fiD E.A. 13c• - 2 X 4 SILL PLATE 1
OR SHOT PIN u.o n. SEE PLANS P.T.PLAI E
S, ( ) 3. 2 X CLG. JST'S DBL TOP P{.. b, - 2 X 4 SILL r 4
14. - 2X P,T.OT. SILL (OR 3X) SEE PLAN 4. BOUN. NAiL'G 8. DBL TOP PL DRAG TRUSS W/ NAIL 140, 3 TAB t3AS5 A FIRE RATIO SHINGLES 0/15 LB FELT
1 I& - STUD TO SILL. TOE NAIL (2) 10D NAILS / � 5. (7) 16D CJ TO FIRR S. 2 X STUDS Di8" O.C. VAULT
'p A35'S @ 16' O/C W 16 @ b. - -TILE - CLM A FIRE RAZED SHAKE 0/30 LB FELT
EACH SIDE (�,�...,J W/M r S lrtiV�sA i7 TO PLATE B 1 a - 1CB0 111 4660 - CLASS A (LIGHT Wr.) > +/
16. - 2X STUDS AT 18" O/C (u.aa) SEE PLAN � 4 Wit Mob 01 °� � 1& - 7/8 STUCCO
15. - STUCCO BASE SCREEQ t
SHEAR TRANSM 17, - PLATEIINE BLOCK'G 1 UST PROVIDE VERIN A71ON AT STUD BAYS t5 into
FOR SIZE AND SPRING OF FLOOR JOISTS OR P.N. = PERIMETER NAILING BLOCK'G SAME SIZE & I& - PROVIDE 2 LAYERS OF GRADE PAPER (FELT) OVER PLYWOOD SHEAR WALLS U
E. N = EDGE OF PANEL NAILING DEPTH AS JOIST OR 19, - 1 X LAP SIDING O/ 3/8" sTRUCT 1 PLY OR 1 2 CDX UO,N, i
RAFTERS (see plan} `Truss supplier shall submit
BOUNDRY NAILING (BIN} F N. FIELD iNAILING RAFTER W A35 {9t % (° )
/ calculation and sin drawing b a registered !
EACH SIDE, EACH ND. elyll a inear to than a t de ner who
EXTERIOR WALL _ , ��: _ _ .__ - -- agrees to revtew the y awM acceptance prw .c -•c ..__tI i
NOTE(AS ABOVE) p
�I II to fabrication. map drawfi an �i ottone shall be fi� 16
TYPICAL INTERMEDIATE NAILING
{FIELD NAILING}(FIN} FLOORS 10d
31 3 . _ _
r ti 1
x RAFTERS( P,
submitted to the binding faty divisi fa amp
attar the responsible pro t designer natal h ar
o=aptance and to • tion. T drawings must
t
t"� i i�1, "
AT 10" O.C.
�r� J015T OPEN Ij
prior
mktpiiance with C 2001 sac'
1
106.3
ROOF 8d AT 12" O.C,
{;
X ; 'xi2' 'x' ` ; { ;?
plans, rat ackuiat and
aQe . cat s must be prap d by a
2X4 FLAT BLOCKING AT UNSUPPORTED EDGES
W/ BOUNDRY NAILING. BLOCKING ONLY
v --
;; ___
:;
califomia istared atifi engn
704.2.3 Fra-r he protection of tru when
naquir by Tobta 8-A
t
REQUIRED WHEN CALLED FOR ON PLANS - EDGE
PROVIDE 2x FULL DEPTH fil
NAILING {£N}
C` SLOCK'G 0 8'-0" O.C. MAX.
2x4 FLAT BLOCK'G AT OTHER EDGES IF
1704 Ron.. an of prefabricated on et ation
Inc g required ispe tions and
NOTES: 1.MIN. PLYWOOD SHEET IS T X 4' CALLED FOR ON 1 c coUans.
2. USE BOUNDRY NAILING AT ALL RIDGES PERIMETER OR B D G PANS {BLocKED) I
" , 1 ...._. _It_ .__ _.'. 3211.E ectors shotl srompiy with E78C apter
VALLEYS, AND OPENINGS, Divlelon ill, and providing
LOCATIONPLYWOOD BOUNDRY NAILING EDGE NAILING, FIELD NAiUNG P`N' cttans by approved agency.
* CC 2343 qht metal plats connected Waal by
8 ROOF 1/2' THICK UNBLOCKED CD-X (P,1.23/0) 8d AT 6" O.C. 8d AT 6' O.C. Bd AT It D.C, PLUG'D 19n' �� g mquired by
FLOOR 5/8' OR 3/4° * THICK PLY. T&cG COX (P.1.32/16 10d AT 6" O.C. 10d AT 6" D.0 10d AT 10" 0, 2328.11.2 Trusses spaced at intervals more than 1
U UN PLYWt� D F D M shalt bear within 5` of the elide lleF
or a third top pieta ehali be instdtad.
--�`---- i - i HANDRAIL 1-1/2• - 2"MAX, 1 l/2" HAND RAC. € 1 STAIR Ik RAC The ICBO approved anew number must noted on shop �1✓-�
10-1 Y 2 5/8• TYPE 'x` DRYWALL, ) 3 2 LY
_ 2x �.OGONG REQ'D # 3 4
- - 2 - - _ - - i.iRti�a.. I
l Ftt)OR T ('; '}SiRINtR �C N 1 1 1 R
ti
1 i I 2° STUD WALL AS
6 3. 2X LEDGER
1" - C OUS HEADER. ad
2 6 FRAMING PLAN Et7R S12E (2 } ae ( '� 1 { (3) 16d 1/5 STUD .�
.+ 2, h 1 r
�� 2, - SIMP, ST 623E E S - � ( 5 4, SIMP NG'R'5
r/ OF E/POST (4 TOTAL) 3 I 5 y% 4 2x �,Gta O/C f
FIN. FLOOR. ELEV. _
3. - 4X POSTS WD Bit OR 6 I 3 2 . urs 0 is- O/c
SEE FRAMING PLAN FOR Si2f c{NCR�Tk'SL9. rY
EAR PANEL X 1 PLYWOOD 5UBTOOR I 1 4X4 POST BOTTOM & TOP OF RAIL
AMING PLAN FOR TYPE a 2 3/4 PLYWOOD TREADS & RI 2 HANDRAIL 1-1/2' - 2` MAX; 7 E 1 k
1 2X14 STRINGERS (MN.3) � 3 DOUBLE JOiST OR HEADER OR BM-
EDGE N G. 1 2x2 ITERMED. RAILS { < 4"BL" (WETSL}
2 PLYWOOD TREADS & RISER 3/4")F1 SEE PLAN OR TOP OF STUD WALL
6. - CONTINUOUS PLATE. 3 2X4 P.T. PLATE ANC C 4 APPROVED METAL HANGERS I4 2 SCREWS 5 LONG 5s
J Wt/ SHOT R 1s' O.C. 5 W4 STRINGERS (MiN.3) t t tf
7. -ANCHOR BOLT. OR 5/8'. CHOR BOLT O 16 D.C. ��,J I a 5/9` TYPE 'x' DRYWALL
SEE PLAN .
FRS Cr SUMAM �€ MML AT Fr. M UNMG A�vn
FV/{PLF) EXTERIOR FOUNDATION INTERIOR FOUNDATION UPPER FLOOR SILL Pt ATE NAILING PLYWOOD ROOF SIMP. ST. 2115.
0 PLATE SHEAR PANEL
ANCHOR BOLTS ANCHOR BOLTS PLATE NAILING ***A35 SHEATHING @ 32" O.0
N/A N/A N/A NIA 2x ROOF RAFTER POST,.EN I I
SEE PLAN , / ! d 1
PANEL MARK
SHEAR PANEL DESCRIPTION
See notes #5 Below
7/8" Strcco / Lath 16 a staples
ISO
5/8 @ 40 o/c
NIA
16d @ 8 o/c
1 *
3/8" Struct Ply 8d @ 6" otc - i side
260
5/a" @ 28" o/c
5/8' @ 28" o/c
16d @ 6" o/c
@ 16"o/c
*
3/8" Struct Ply8d @ 6'" o/c - 2 side
520
5/&' @ 14" o/c
5/&' @ 14" o/c
16d @ 3" o/c
@ 8" a/c
1 *
3/8" Struct Ply sal @ 4" o/c - 1 side
# 380
5/8" @ 18" o/c
5/9' @ 18" o/c
1 /2" Dia. X 5" LAG SCREWS @ 27" o/c
@ 16" o/
*
3/8" Struct Pt 8d @ 4" o/c - 2 side
760
5/&' @ 9" o/c
5/8" @ 9" o/c
1 /2" Dia. X 5" LAG SCREWS @ 13" o/c
@ W' afc
*
3/8" Struct Ply 8d @ 3" o/c - i side
## 490
5/K @ 15" o/c
5/8" @ 15" o/c
1 /2" Dia. X 5" LAG SCREWS @ 20" o/c
@ 16" a/
*
3/8 Struct Ply a"d C@ 3" o/c • 2 sick
98U
5/8" s 7 1 /2" a1c
5/8" @ 7 1 /2" o/c
1 /2" Dia. X 5" LAG SCREWS @ 10" o/c
@ W o/c
1 *
3/8" Struct Ply 8d @ 2" o/c - 1 side
**640
5/8" @ 12" o/c
518" @ 12" o/c
1 /2" Dia. X 5" LAG SCREWS @ 16" o/c
@ 16" o/
*
3/8" Struct Ply 8d @ 2" o/c - 2 side
*# 1280
5/8" @ 6" o/c
5/8" @ 6" o/c
1 /2" Dia. X 5" LAG SCREWS @ 8" o/c
@ 8" o/c
t
1 /2" Struct Ply 10d @ 2" o/c - 2 side
** 770
5/8" @ 9" o/c
518" @ 9" o/c
1 /2" Dia. X 5" LAG SCREWS @ 8" o/c
@ 8" o/c
1
1/2 _ ` Struct Ply 10d @ 2" o/c .1 side
** 870
5/8" @ 8" o/c
5/8" @ 8" o/c
112" Dia. X 5" LAG SCREWS @ 13" o/c
@ 8" o/c
1 /2' Struct Ply10d @ 2" o/c - 2 side
** 1740
5/&' @ 4" o/c
5 8" @ 4" o/c
1 /2" Dia. X 5" 1AG SCREWS @ 6" o/c
@ W o/c
1. A35
1. CN denotes cooler nails. 2 F3 5
2. ' denotes that shear blocking is required to obtain specified values. 3, TOP PLS
3. AU ply sheathing to be fieldnaLLed @ 12" o/c with nail size specified. 4. SOLE PLATS 2 1
4. Standard Grade ply may be substituted for Struct Ply where specified. 5. SOL. BLK.
5. Schedule 1 indicates masonry or pipe column SIMPSON Strongwatt struct etc. See plan
6, Stucco Lath, specified above, to be expanded metal or woven wire. 3
Staple Leg to be 7/8" long. Staple spacing applies to all stud, plates, and blocking.
#* 7. Panel Mark 11 thtu 18 shall be provide with 3 x 4 end studs and sitt plates min, A�_t
8. Provide 2 layers of grade paper (felt) over plywood shear waits. %F.d" R WALL SIBgXXE j-+ -61
2 X P T $ILL W1 CIWI
3 1 /2" CONC. SLAB * *
X10" A307 A.B. AT 8 {u.
n. i
1. - PT 2 X PL u.o.a see pt
VV / b X 6 10.10 WWM
PLAN
72" SHOWN:
8
g
2- - (2 X 4 Pr. u.a.c, see plan
IF SHOWN ON
PLO.ATE
PLATE WASHERS
AS E
3. - SOL 8LKG.
4. - A35 0 16' D.
ORANGE COUNTY
2" SQ. X 3/16" THK.
2
4
5. - # 4 REBAR . r1r B(UON)
airrertrufi'iileelalnlw
5. - 2 x FJ U.C.
------------
7. - 5/8' O' A8307
.
3
18 T O 72` D.C.
* .
FIN. GRADE
12' FROM CORNERS
NAT. GRADE
8. - 13 WALL INSUL
R - 19 F'LR. INSUL
BLOCKING-
(2) NO. 4 BAR TOP a BOT. u.o.n.
2' SO X 3/16` THICK
-
PLATE WASHERS
* PLATE WASHERS
7
6
4. 2° SQ, X 3/16' THK.
'
2" SQ. X 3/16" THK.
-
e Flow PSI. CONC,
5
PC M
1 STORY
12° TYPE "V" CEMENT (u.o.n.)
* LA, 7Y, - 2 1 /2"
z
15"
2 1!2 Q X 1 t4" THK.STORY
N
W/ #3 BARS E.W. @ 18" O/C 10MIL BARR 0/ 4" SANG
1 STORY 12° 2500 PSI. CONC.
(TYP)
2 15' TYPE "V" CEMENT
u.o.n.
T iAic-A
�"� '�
CO �i• M.RASM
s 01
J'r
/-USE SIMPSON MST----
SIMP,
MST60 MIN.
SHE a WALL
MATER
WHERE
OCCURS S
P A
B.N.
x BLK'G"
HDR, WHERE
OCCURS
2x STUDS--
@ 16" O.C.
6
STL. STRAP U.N.O. PLYWOOD
SEE PLAN FLOOR SHT'G.
SIMP "A35"
DOUBLE STUDS Q 16' O.C. EQ.
1
STUDS OR
SEE NOTES
FILL ALL HOU
16" NAiLS TO
(TYP. TOP & B,
2x JOIST
SEE PLAN
SHEAR WALL
MATERIAL
SEE PLAN
HD
1�1
2 RiDGE BD. EHBED j DUST CONC.
W VAULTED SAME TENSION LOADS FOR THREADED ROD ANCHORS
OF R BO
SIMP. U HANGERS BM IN PLACE IN CONCRETE FOIJNDA71ON SlEMWJALL INSTALLATION
OF
W/ U/ "HANGERS D t1RtLL MN. MIN. MN. YG ALL
DIA BIT MIN WALL EDGE END LTtm
r�r CIA EMBED DIST DIST NESSOAS 50
ADD PLAIE2X 1;&tt
TUDS A35 EA ENO t2 6 t 3 4 5 16160 404
NEW SHEAR PANEL
AT (E) WALL/FFG 7/8 1 15 1 2 $ 1 3/4 5 23340 583
SIMP, WA ADHESIVE ANCHOR SYSTEM
IC80 REPORT N2 494S - ET EPDX'G crop
COWIN, FTG PT SOLE PL arq 2540 PSI CONC U.II,N.
THICKEN TO
DOWELS
�
F, + A
`rRtti{16! t�Eilli���� ��tl�i,
2X STUDS
PLYWOOD SHEAR 0 16" O.C.
NEL SEE PLAN
SEE SCHED,
COD,
P.N. FLOOR SHT'G.
4X, 6X P.N.
POST 2X 8L
HD
n 2X F. JOIST
SEE PLAN
4, 6XFJ
NCR. WH ��. SIMP. A35
(1 �l OCCURE SEE SCHED.
/a" THK ° 2X STUDS
ASHER TYP. @ 16" O.C. I
4X, 6X
POST
AT WALL _
OR k I�F- u A`Lt .. F.dt ' ._ OFFSU SMAR WALLS
WOOD BEAM WOOD BEAM "- SPLICE SEE WHERE
5EE PLAN - OCCURS
2x STUDS SEE ARCH. owes. T
R 16' Q.C. 1
• j}3 NOSING
-- - SEE S ED. BAR TYP.
SIMP. "CC" SIMPSON CC COLUMN 2x BLK' AT COL. CAP CAP W M.B. PER
MID AN MANUFACTURER'S 17.
WOOD POST SPECIFICATIONS
SEE POS <TYPCCAL) '
WOOD POST
KP. WOOD POST (TYPICA 1 FE.40., WAYS" O.C. x-x
SEE PLAN 1/2'
SIMP. 'CC' L 2-'4 G x,
2x JOIST
SEE PLAN #4 DWLS. "
HGLT
IMPSQN 'A35 IV V_e
SCHED. NOTES: 6 3/4
1. DAP iN POST STRAPS t I
WHEN IS T BEAM WIDTH LWOOD BM. �
2. EASE BEAM CORNERS TO SEE PLAN
FIT RADIUS OR U R. 3/16" 5"
1."
RJR OR TRU55 PER PLAN
3 2
6
2.
ROOF 5HEATHIN6
° 0
5.
MIN. IX GONT. BOARD W
f3)i'd`a TO EACH ROOF
FRAMING ELEMENT.
4.
2X RJR a GA. FRAMING.
4
USE 2X4 a 24' O.G. FOR MAX.
SPAN OF 6'-0" 4 2X6 0 24"
D.G. FOR MAX. SPAN OF 10'-0'.
5
4 TOE NAiL W (5) DcVs.-
I S.
2X6 PURLiN 4 2X4 KICKER
�fAN�NECTION DETAIL GALiF FRAM'fa. O RiDcSE
l-_- (�g�-.�
`�0
6'-O" O.C. MAX. TO LIMIT
RJR SPAN 0 CALIF. FRAMING
6.
(1) SAY WIDTH X 50' ACCE
���tl 3 S
.y 4
W r- �fF4.% T12r
UARD RAiL.
H = 20 X 4 = 80 /F h
* A- STUD ALL PER
M = 80 X 3.5 = 2 1/111
280 x1 68
20,000
SQ
B- 3/8" THK. S TEMPD
3
SET IN 3/8" DADO
S = = 0.167
4 SIDES
6
0 4 X 4 POST
280 X 12
CONK
_ 560
&
2X HANDRAIL
2X BALLASTER *
VERTICAL
2X2" SPACED
4X4 POST C
IR
MAX. e O.C.
O 4'-" O.0 MAX.
40 POST C 4W O.C.
(2) 5/a BOLTS
N,
1HRU MST (JST MAY
RUN OPP DiRECT10N)
�g
I.
' fV%T1 !"sTTAVT% 1 ATT 1%Td"_
Q WE
CALIF. FRM6 (PLAN V154) \ 1 `"w.,.�
CALIF. IMI�M BHEAR TAIL v✓�
PLATFORM FRAMED SHEAR WALL W1 ATnC RAKE � OF ' SHT
I
EXCERPTS FROM CHAPTER 23
GENERAL NOTES 3. All Structural Steel shall be fabricated in shop of a 31. Doubletop plot" with min.. 41r top Splices to be
I licensed fabricator and shop drawings sholl be subinitted provided with min.($) 16d's per plate optics. TABLE 2341-0-1-MAtUNG SCHEDULE'
I The aneral oon-Act- wd &^^h -w-4,ractor athall oki-1, natat .4o *%,. h 0- __kl*A�_+ i, � V-110,11
V -V rr
verify ell dimensions and site conditions before starting to fabrication. Steel fabricator shall submit shop S2. Top plate brooks ona shall occur over a stud or post
pri
rk low
work. The architect or *Mo Designs* shall be notified of drawings to general contractor and owner for revs
any. discroponcy. prior to fabrication. Any proposed deviation. addition or 3:5. Solid blocking between perpendicular joist at bearing and
questions shall be noted conspicuously and elpod at Shoor wallat.
. y on
2. Dimensioning shall take precedence over scales shown on shop drawings. Steel fabricator shall field ohook,dil
drIdwinglej typical details and general notes are minimum dii"entions prior to orection to provide for p�olpiir filt. 34. Al exposed boomai and he" timber recommended to be
used when conditions are not shown free of hOrt center.
otherwise. 4. Use 4" round machine betts.. 11,Wround holos,'for oil
connections, unto," othorwiso 'shown. Al bolts,shall 35. All isolated posts and, boom* to have !Simpson: PWs
3t N6143. and details on elolltwings sholl,toks precedence conform to A-307 far -unfinished bolts. except whom
/or, eVe min.. u.an.
over Gonorof Notes orld, typical cletaft where no details are noted as high strength balts wh14W+"I
A-4100. Hl
Shown conilt c 2=100 �AtN A-32S or AV qh toppile 46. All "Simpson" HOPA and; CS hoklow
. ruptlon sholl conform to espollor woW on no to be fastened to
"Ject. bolts sholl " friction t sholl a no point, 4x4 post' mitt. u.00.
pr* ype and norii
all. or golv4driiiing betwitim the contatt surface.
4* 37.,AII q *-dor walls are ocomd...with, %V0.00" . chw
'(ilis' 1,27 bell,
'*Oosod t 66ft of inalilm
At its4l 4 -i4ti%or AWI 69 not�-ailpfld
h goloortll6d 4ft* fabAbotl6n. used in lieu -of anchor iialts).
be
C
"at �ril*
n -a ASM A-t-538, with shot pins per
dards columns shall conform t 38.; All Intodor wollai to be ssoblAid
(7�0* E or S) Monvifac . untr*s- u.on. calculations govtem in
A0 I by'.the: 'r do" all 0001". ROCOMOWW" ftin"t/ edhoad M16d at
W moom approval A-�= + Uwoicper "0 report No 1 47.
16,10- IS � 40-d' S' i W-1044tidift 7. Tube col: conform to ASTM -5,011 or
Grade 8i
44 4*0movout Must I*
di to, ailt .1, . . 39;� P41 -conventional frOme i 0 , ''of 4ft-006 die'td bil,
Iht*
M - or S. Where fWah is attached to strtidurol, st I - p y V.D.U. U-0-n.
Walt holes, A. 400.4. !or aitichrilird'if nallem. Sim oanstfuebed per S60W, 44001138
Aructural d".1hgo far finlathell"(01, N#lson S.tudJ�"k3o CPL)� 40.�All shop drawings ore to be r*Wew*d by contractor and
'a
01;%1_*Wr*i 101octrical oo#,�oi, honical drawings. for
prior to s4timlittat. for ongineer,r"taw.
0%. IMIAM".! Irba, 40"1000, not shown on+
41'L Truss: monufdoturtr 'to 011oiiidia oAuldboft. Shop
drowings, details truss hanig6lej bridging.and *radio"
7. VibrWem eff*da- Iof m6thdAit0f equi have not been AD strue lumi bpr *hall be 00.in ocap once breatrij.
*0 the 0 Glum Rul�
A_116AS for
!t*[M1D'-N6;_2S 1" . , . . i 42. Pro�ildo double 2* sale 0
'Ufrotbor and'
�Iqt" with $we plate. nofts
speaffied on the plans at both pk weight
'floor
*stofl�, *d* "aw 0. 4 "soft of a of", tu where *'.I1W'wsIght
2. All wood ring, on vorwete'vi, mosicary aboll-Ve, dancro" is Used at
supoorti oto - 13, sok naspo, bill -:af the
prissuro t �ftu Fir or
gligs, redwo"
0Q.; h4s ruk
�9`� The 43... Whore both top piotes- are broken, strop with ST
=he'� stdbllWy� of the iii
i .'to+ 0',"0 _71iatt�� f and" 3. �HOI" Vhell� be -bored 0-blt.,&* to V-11arger u^n.
"tho Ww of'off shillir*wam. rook - floor
than 'the I halt diameter.
4C CoMmon, nails johdil be used fvr all pty shoothi t
ContridOr"thdil WOWde op
Iting. Ali haimmiare be
plote'splices amid so -to P-146 no
4 All: bo%j -0f,
pAor to
f�i,be na-tig
llp.� Opp
l6swiled- wAh nalls poe fflantiliffti4ift 0.1dif
ts. Aa, -ilis 41to by a 6 S galso-
v
p
�_ih" in$
�17 *a of
p
5'. bole shatt nat.;b&,M:`%r: 'to. Cuams/um. WM. I mbum,
invemi aft during *10*4 am U"I P".
n4ed or detcgled�,
1. All glued laminated members iWI -to. rkade of I)r Douglas
Inations, combination 24-# por AITC.
6. 2x solid 611i0ding shall, be placed between )olitjs or Fir I*W
found,, r4fters -at. a0;**p6rts, except �whon� laidpwod.
2. Ind app. grade: Fb-24WOSI; �Y-1$6 PSI. E-1.8x106 PS
mf
ruadj�� V -&-ft " _.AA_1A 3. ind-fAill a-rance, ariade Ahd4be,-sd- with n"W"ssturfli
1997 UNIFORM BUILDING CODE
r-
co"NEC'nom
$4,41UP101
I . Joist to sill or girder, toottait
3-8d
2. Bridging to joist, menaill each end
2-8d
1 1 1 x 6' (.)5 mm x 152 mm) subficior or loss to each joist, face nail
2-8d
4. Wider than I ' X 6' (25 mm X 152 in in) subfloor to each joist, face nail
3-Sd
5. 2" (3 1. mm) subliloor to joist.orgirder, blind and face nail
2-16d
6. Sole plate to joist or blocking, typical face nail
16d at t6' (406 mm) o.c.
Solo plate tojolst or blocking, at braced wall panels
3-16d per 16" (400 mm)
7� Top plate to slud� end nail
2,16d
3, Stud to sole, plate
4-8d, toenail or 2-16d, and nail
9. Double studs, face nail
16d at-24' (610 mm) o.o.
M Doubled top plates, typical face nail
16d at 161 �(406 mlolo.
Double top plates, lap splice
16d
11. Blocking between joists or rafters, to top plate, toenail
12, Rim'jbist to top plate, toenail
8d at 6" (152 mm) o.c.,
13. Up plates, lips and intersections, face nail
2-16d
Continuous header, two pieces
16d it 16' (406 mm) oc. along each edge
-14.
is, Collins joitts to phirakI to;znail
3-8d
16. Cont�ouoas header to stud, itiesidij
4-Sd
_TT Cc*
, lift joists, lips over parotions, face nail
3.16d
11 ceilif*joisjs to parallel rafters, face nail
3-16d
19. Rifterto plate, tatntail
'20. 1- (Z ntm) bfate�weaich Stud and plate, fact usil
2-8d
x,r(25mm X
2-8d
22, Wideir than I" X 9' (25 turn X 203 mm) Sheathing to each beatinp, face nail
3-8d
23. Built-4p comisrstuds
16d at 24" (610 nun) oc.
24, Built -lip jitiler and beams 20d at 321 (813 rmn5 oc. at top
and bottom and staggered 2-20d at ends and at each splice
15� Z' (St mm) planks,
2-16d at each bearing
2& Wood structural panels and particleboard'-:
Suhftor and wall sheathing,(to framin&
J/,2` (111 mm),aAd less.
6d3
19/3o,_'34" (15 mm-19 mm)
SO or US
7/8 ".1 , (22 Mm-25 ramr)
8d3
I lle-I 1/4" (29 mm-32mm)
lod4 of 8d$
Combination subiloor-underlayment (to frambi&
3/4" (19 mm) and It-%
6d5
(22 mm-25 mm)
Sds
1118'-1114' (29 mmw32mm)
lod4 or 8415
'27. Panelsiding (to framing):4
(12.7 mm) or less
6d6
(1,6 mm)
.28. File" sheathing.,
l7a"(117 nun)
No. 11 ga.8
6d4
No. 16 ga.9
25,32, (20 mm)
No. 11 gO
8d4
No. 16 ga.9
2% Interior paneling
1/4" (6.4 mm)
4dio
(9
� le .5
HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY
PROJECT."ME. - ---------- 6Afll
SYSTEM NAME Addition
_.!!�u%PUXP!LsY3t0us
Total Room Loads
in Vented Lighting
Return Air Ducts
Ratum Fan
Ventilation
Suppty Fan
SupplyAluDucts
TOTAL SYSTEM 1.0"
TotAI!?Urt1put (stut).- - - .. __
Output istuniscIft)
, `
2(4�3
cooling-lIlystem
'am
output Por system
57.000
TOW Output (Stuh)
67,00,0
._1?!!IOUW(T-$)
4.8
170.4
Total Ouw
70A
CF1A por Systom
Akftw (rft)
A"aW (dinlron)
40
I Total AqJustod System Output
Outstille Air (%) I
Outside Atr (drWitelit) TiM
OF sysT-Em PEAK
NoW values *a" given at Aftleoridglons
33,0 *F 69.8 OF 69,8:aF 104,3
0
OutWeAir
Odin?
Supply Fan Heating coil
1905 elm
694 of
h Return Air Ducts 14
33Q,"
0
0 0
2616
h Sgpply.Air Ducts'j
1041oF
RO-0-M.S.
70.0*F
'Commonor box nails in be used except where otherwise stated.
. �Pf
00,14rit 7-149", ito^
jr 00% Oor 10 in depth and, �all_raof -Joist over 1W Nails spaced at 6 inches7152 mm) on center at edges, 12 inches (305 min) at intermediate supports except 6 inches 152 mm) at all Supports what, sparts are
48 inchiss,(1219 mm) or more. For;nailing of7wood structural panel and particleboard dialibragms, and shear walls, rogrtti Sections 2315.3.3 and 2315�4. Nails
1 "fabric b 8&3166.70F
SON b"Ift d At 4. 78.1162.7 OF
live rt� :; I for wall ilicalbing may be corn ri, box or caging. 78.1162YOF 55.8164,60F
0. Alt struottirel plywood *hall -be StMeWrOl$ 'or-,J0-D: grade shall be "Common.
!'Deformed shank,
,R 9 Or a' 9W,0"l r
b
inC�
am m Outside Air
conforming to the requirements ofSeo, i 3
with ox 0��_Jlue -Unless now atherwisa'an'd *o6farm,*to Im 6
*rd
t r
*,od w nclic4tln C siding or casing naih, ton 2304. 0 clim
Lom �,'Fasteners spaced 3 inches (76 min) on center at exterior edges and 64oches (152 mm) on center at intermediate Sit it. Supply Fan Coolhig Coll
uW 11 6 nails with 7/16-imit-diameLer (I I mm) head and 111/2
�ZoihAhSO, $hall: be *%derANW, OY re�pwre": 0W.- =21. rd it I a W
motion, 00CUM -inch (38 mm) length for 1/24nch
K.7 mm) sheathing Ind I 3/4-inch (44 min
I:, May 0.6 3 Fly- en 1905 ann
5 014od kwAinoted members. Shall be o6canpaoial-d. b a it it on 0 ec on 2101�3,
'"Jio_�Ihe_pl' Lprior-Act! a
S i
a c h )I g* to, f -inch (38,mm) length
A. 4 iiti -r,i r, f
rch (12.7 mar),sheadringand I 11Z
r sooiction., C; nic, 'i 11 `-c 97
i Thh�. re"". Stomp O.F.P�A. or A.PA I bear experis v cog /j(_!� h and I
4k twoArle an wood- 4ii 0
IOLA
thot, 18"Op"Onc, S., Of 'th, 4. 40 11!! 9. Alf'b6ft 44h ipei J& dS4 It in jbll� 11 --)1- 78.11621 OF
000A ' "As
00 j, i ce - 104.3
'i "h
and tftts. A o0rtffltdW of iftsPeWon ifidit be 'i, th I cl
,he'
it re. i .g ree o ap.
n"00' on not, unless otherwise marked]. Casing or finish nails
Or, n a
M. ay. I- _b
offthiatt uridit� H drfd niA unless not"'6*40-w 508-ru)", 9 .is in
for
-.rr. isti'm 'a
no j 1`5 inch., (I runt) 2
in
s
'to 'Sh an
pti I to at m�
d, 61. c a sippoils.
t. Ao tfie Building tlepartm A., I aced (610 i chal (30 -WI. 2 inches (305 mm) at intermediatestipports.
po a. in. a 'i nor on jxm,
IS J So a e a, or r c to."
t ran, I 14m ws, -�uls "'.ce ocho,
Y., o* 10. All moW- anchorej fast*",re shall 6. !he fabricator shall submit oomplat
off) Sho ot to Ishp ng
in drqwi,, to
wo mWit 'be oMar
wpy be from t*VWN
Building D"artmont and k 664iji opproVol prilor.to
-Iti 9,by ES-1/7UL
P.Pt, qp0r*ved, in we
u-1A 11. All. structural lumber,,sholl �be-Rouqla*,&-Lorth, -19X.
�e 011* 6*4 4%,04 f&* oiftft'd to
wiiii-A (i ilswo .1aw. t." .
0.
OtherViso.
wing --
-applied �_0*3,61 _,9lNMISS_u
t 7. All glued laminated boom# will have 0 .00dard comber
far oommortiol). 2x44 studs (4p.to 10) ..... `Stud Gradso or better. twd on a rodus-1600 u.*.n. MANDATORY MEASVRES CHECKLIST: RESIDENTIAL (Page I of L) MF-IR MANDATgRY MEASURES CHECKLIST: RESIDENTIAL (Patte 2 of2) MF-IR
1 , & 1%,sse Pion& or,*. intended solely- for the use �of the 2x� Studs (tivor 10') "Constmetion, - grade" & Pomiltax� PSC 2.OE by truss joist Mdcafts.t, W NERt i9Z
Owner f6r, cdh$trtioftn� and-. are. 4�preisly� not Intended for 21x. plate$ *Standard. grade or bW*e ftob�900 PSI, tv-290 PSI, E-2;0 Note. Lowrist residential buildings subject to the Standards must ocintain'these measures regardless ofthe compliance approach used. Note. Lowrise residential buildingstiub0c1to the standards must contain these tifthe comptiance approach tmd.
2,X Items marked Withan asttrisk(*) nay besupersedled by,mortstTingentcomplian,:omquiramntsiistedon dipcoytmeateol, Items Triarked with an asterisk (*)k my be superseded by more stringent listed on ihe certificate of
Asse. in mork*t!R9,- 6-ftnor",. atlons*,aha other details on 6 studs N0.2 N' 0-betairing Writ Compliance. When this checklist is incorporated into the permit doctiments, the features noted $hall be Compliance. When this checklist is incoypocitod Into the permit diocumentsthis fesus
9. Wavidet multiple 2x4 squash btocks.Iu
let NA,.2 considered by all parties as Fes noted 34!1 be *prulidpred by all parties as
fly a -rA,0, -t4tion'06d m*yVary 100* fr4M ab0i to top pidt" 0. IsVil. minimum component perfornmee specifications for the mandatory measures whether they are she" elsewhere in the doinimmis minimum component peribrMancts specifications for the mandatory mess
"s are on 06S.On 'a ures whether they no shown elsewhere: in the documents
m he Fkuo .., I I . I . 1, % I or oii this ehoddigt daly.
a or on this checklist only,
'WING I.11A, NER, 2C
NAM ANO M 11 ?,h It. vM -4-par, NO 1.
ada requver*111 to tie. per. th c4oll histmotions. Check or-ilatifial applicable box" when completed -or enter N/A iflot applicable., Instructions: Check or initial applicable boxes When Completed or, chief NIA if not applicable.
0, on gr
-00 -and sr�allior
WVPURC '13 a. IN fravido double TV a or doubiv TJ,,s, MOO when, 16d soilli
-77W'7, -and iaigir Nd.1
Uds
stru,4 rat itoin 'i by p*, nallin' is, loss than Vaei at sh*66,".: -abovoi
A
flw� ex Nor.
Ine . or.
to tt ot Mad Muldli '11000""C' of
timber No. I �1 4*1111 W. joi ",for drilling
1:5. iln,tho,�.,awmtw thdrorl, nkin4_and deaki o0m* dox 0"Umb. Tu
affict bW,*"n
,and StlRiaturA,3lq$,S W"a Ao bWSht9. and st= suI661*4or intinded,, use
41
A-4; on ation,
a
Et
sing
4
01:
#2',, Fliliiia I 1",- 1`510 PSI
'20
and 'd 44for, Al
tim",J)A A �t 6D
slpq;
","14drolit, fidW FO-1,1401-i3io 21"Ibir 6116weiblii vall I�Wnq volue is 1,W ftP for continuciat
Fbiai"160-10.0 PSI -
JX` 'i va oo
P: 0
oil
9 P4, 104
4"d-A
ox", 000."_.,�Owk �*rp. t
!a
under
im 4., Separate -pe*.Ots shall -be -tobtainald-kfolk-all, folvewand w0si
W 1b `ft: AdIL-.6, 1X14 M FS- j�.%
V 0 i*M*6: "I -on
2
or Oquirod.
tw� 08 Flilaa� 1,
49 kl
kis
4 A# 10 tllI.. I ft Provid
0 po".xpanialve.fill !as rvqwrod! to 1w*1 -pod.
.4)(12F 2i 11' water wift'i'drain-oloW.f. m Wklidq otbirr'd Aw
'y
to
shall dron
bulldlagI
-from � i 'of *uNdIng-tol-stf
FS I
_A, �,o 300or Z! 4MAi., in 0.14
_J
toot
2 Vy,::2"_ i1004vor' Is.910010 04.1
7 �11** be no Oti'llty: trench nilor'04 buildirt
than, . fti'eo thw,
WO, 010 40"
--roln I -W"`)Wl016ifId'- dft
"Or 45
f
M 6ow- bo"" otittsidi '00mor any a0tillio.
Mffl AWarl
, _C�
fp Wt
23�4)"01. sat
IZ All Railing -to be,-WjAabI#,#A �Vf� the-lat t.
on
At "is W '�'tW dld�' �'-,
fir
Ail 1949
.6 400 Oak
Pn
'9"jsk� *6 iso -by. soll re,"
4101W
floor and r4iif shopt "I be lald.
11,011C and - !*down baft,
as over, mp owl -
00#� gr4b .
f Ow --a
4
u
00 IfO 04 6
-0aa i4bar in 4 --at 4
above *W floor by SUCA66
A
W Jodifto, 0 cof*wl,� he. jfo4p lon-0
W� 'retor'lla,
g,c, i"'i-olis 06ber
46-tivo
-so
C v
A -the J10W mi* M611C -jort,
'0 N. reo
*be 4 - and as��nt colitaretf,($-, -
I Q__",ay;,pa49 S6*1
pl�
v,W
kow" Jor,.�_ _'mo Lo
-plqr
o
;W-40. *_00wits, *dNobw -,13.,--for -post 1ension. skilib, rsfsr�'A* appiroyod, is: pmpar
Err de '*06d 1 0 . oi !�!r
"A'S.,150kia asts �ond:tblu, 040d, -0y �a - dI
14'. ium''."allao relploftle."16"t and,po "ImMent
-C
10: Vie. 00. It
m . _1VS-*__
'd 4V liks''t 'a !a - 0*4iasift
Installation Procedures
Mimi residential roofi; provide some 13w of attic or airspace that elm 000
accommodate an effective radiant barrier system. in new residential
construction, it is fairly easy to install a radiant b�wier sy e
14 Knm
10-9, #A
�u ilic unur-i-swe of ine recr qeCK.
R0.0i'DECKINO
tsupp iy Air uucts.3 -I,
I I Location 2 may offer
advantages to the builder during construction of a new house. Before the
56,9154.5 OF
roof sheathing is applied, the radiant barrier is draped over the rafters or
424114 R.N. [
trusses in a way that allows the product to droop 1- 1 /2 to 3 inches between
78.0 62.6 0 F
each -rafter.
To.obuin the best performance with radiant barriers installed in Locations
I through 4, radiant barrier material should also be installed over the gable
ends. For attics that we open to the space over garages or carports, the
radiant barrier should extend eight feet or more into the garage or carport to
achieve the same effect as installing a radiant barrier on the gable ends. It is
not necessary to cover the gable ends with Location 5.
DISCHME RLMN
Radiant barriers that are reflective on one or both sides may be used with
Noll" Must be shoum A on the title ibest of am plan
any of these locations. However, if the radiant barrier is reflective on only
1. In the case of'saj'argemy, Wit of Work Phone or NO" Phone #_
one side, the reflective side must face toward the main attic space for
Locafi6ns I and S. Since a surface fning downwards is less like:ly to have
2. Sedintatt imm &-"a disturbed by construction shad be retained on site using stfUdural C01113nots to this mandmilto
dust settle on it, it is also recommended that the reflective side face
wdent praajcsbla�
3. stockpiles of still man be limporty contalnedto minim1w sedmenit trainsport1ionn-the I site In aftets. drainage
downwards toward the main attic space for Locations 2,3, and 4.
facilities or adjoeentprolliortlesvis ruriall, i4hicie tooking, orwind.
4. Appropriate BMP's ftr owstructiorKelated metarlials, wastes, spills Shall be Implemented to minimize transport
Since proper attic venting is important to obtain the best performance, of ihe
DESCRIPTION
DESIGNtR
ENFORCEMENT
SL�acq Conditioning, water Heatingand Plumbing �ystem Measurau (continued)
I �A(rrin Qum and Fans
1. Alliluen
601,603.604,404 Standard 6-3; duom irtiulated to.a ounimuss installed level oflit-4.2 or enclosed endrely
in conditioned vact. Openings "I be sacto"th inude. uipa� scrawl saitiruI of other dw-110we
J System that MOM 1110APPricable mcpslrem�ntsof()L 141, UL 19 tA. or UL 1911a. Itimailcortapiliusod
to $121 oPeturip grater than 114 inchI the sad either mesh or tvc "I be used.
theiroothponentsslu'll not be saW with clads back rubberadhetwo duct tapes unlesa, such tape is used
in combinationwith Mastic and drawUltitis.
2, ExhatustIlm systems have back draft or automatic dampem
3. Gravity, ventilating systems serving con4ijitnto spcp haye either automatic
__MO-n-ally Operated 4ar"oem
§114: Pool and Spa Hearing Systems and E4Ujpanmt.
1, System ht
electric t4el$umOit hiethitt and no pilot light
2. system h� installed .4he
a. At team 36" orpipe between fifter and heater for future solar heating,
b- COWr for outdo" P001407 QUtdOW 3pa$,
1, Pool.systom has -directional inlets and a f�.elisiao pumptimas-itch.
11$: Ots ritedconitallifinam, pool heaters. 4pa haters orimuschold cooking appliances havonit
cominuousivburringoilot light, (Exceotiwri with 0j at < ISO Btwbr)
�l 50(k�i.t 1,umintrims for general )!$bring in kitchens shall have jump$ with an efficacy qr4o junscrWwAu
I lighting in kitchaus- 'this lighting
W
general $hall becontrolled by a switch onO
o"Ifid J!M!Eju!�� kitchen.
150)1tit�oms with *-sbower or badutuli-triiii have elthevot te"t 6int lumhosltc� with Ismits willf Zvi
oroneofaitaficantitygitiothh;
Mut�e_mnt allowail in W0f42.:4u4 r*et*d,:tllimt (littaras ate IC (jrksulation cover) ocatovoil.
10.01M.or-r- 011001300--y '" IV
radusid. biurier, some modificauon in the atuc, vents may oc required to
5. Rurjoffftm equipmentand vehide Washing $hall be contained at construction sim unto" treated to in&=
achieve expected performance. Where no ridge or gable vents exist, it is
or remove sediment and otherPollutants. * I
recommended that Otte or the other be installed. Always check existing
a. All opeetruoSon coniftecox and sobconliador personnel are to ba made swam or the setpukad best management
Mellon and good housekeeping measures for the project Site and any asso"ed corlstruC11011 st"11110 areas.
ridge vent systems to ensure that roofing paper is not blocking the vent
7. At the and of each day of construction activity all constrX114n debris and WASIA Millaiddis $hall be colleded
opening, and check the soffit vents to ensure that they have not been
9M properly disposoct in trash or rooycie t9ne.
covered with insulation.
Construction sites sW be maintained Inauch a condition that an anticipated slarn does not CWY WS009 Or
pollutants off ft site. Discharges ofmatedol other than stormwater only when necessary for performance and
a Be especially meful-with-eleetrical wiring, particularly around
Complixiort ofoonstructlon peacdoeo, and whorio their do not* cause or Contrillbute to a V104311M -of any water quality
junction boxes and old Wiring. Never staple through, neat, or over
Standard; cause or threaten b cause pollution, contamination, or nuisance. or contain a hazardous substafte, in
Paft 117 30Z
electrical wiring. Repair any obvious frayed or defective wiring in
a quarft reportable under Federal Regulations 40 CFR and
advance of radiant barrier installation.
9, Polirilhat pollutants, lricluill�but am W limited to: solid or liquid dleffsk*1 $P1116, wastes from paints, abons,
sootgato, glueo. smes, pesticides, hadiolides, wood proservatim and solvents. saboloo fibers, point ftkw
a Work in the attic only,when temperatures are reasonable.
or stucoilhogmarills: fuels, 09. lubdosints. and hydraulic. raftlor or battery fluids: fertilizers. vehiclWattulpinwit
wash watbir and concrehe wastivallon. coricrow detergent or floal" we" viestes Itom any w4fiblaquIP11181A
- Work with a Partner. Not only does it make the job go faster, it also
shism dearihig ordnamical do6rasellng and suporthlodrided pohible wator?!ne flushim.
means that youll have assistanceshoulif a problem, oQour.
Owing oondrudkin� permillee shall dispose of such nutedals In a spooffecl and controlled tomporerY am On
If the attic is unfinishekd, watch where you walk. if you St ep, in the
-ab physically separated from potential shirnimbir runtiff, with ultimate disposal In amedrance vft klosk
wrong place, you could fall through thec.eiling. Step, and stand.only
state, and federal requirements.
on the attiojoists or trusses or the center of a strong moveable
10. Dowatering otconteminated groundwater, or dischorgingtontarithwed sollis via surface incident Is prohibited.
Dowaliving of non-conterninstedl groundwater requires a National Polkitant Discharge FAMIrialloin System Permit thorn
working surface.
Board
* Watch your head.. In most attics, roofing nails penetrate through the
drain away inim the face of slopes at theowithsolon of each
= =M=dw. =
underside of the rOoE A hard hat maybe of some use.
ld n 0 da y � 0 sal I a % d I W m
o Make sure that the attic space is well ventilated and lighted.
12, The permilloo and contractor "I W rosponolble, and shell take necessary precaution to prevent OWIC #W-
om areas whote limpotirided water creates a hazattlots condition.
- Do not cover any recessed lights or vents with radiant barrier
13.The ponalfteat and contractor WWI Insped the arcelon om" work and Insture tl�st the wO* Is in $000"11011013
material (attic floor application).
Wth the appmed plans. .
I I
'
14. The pormillise shall notilly all general contractors. subcortbactors, material suppliers. lessees, and property
amterv. that dumpkV of chomicalts; Into, We swin drain system or the, watershed Is prohibited,
is. Equiprinant and workers W emergency work shag be made available, at 409 three during the relcY StNawm 1`19006801Y
motatfals shaft be available on aft arid aliticilm4kidl at convertlent boatim 00 ladlitate 100KO"OU0000 Of
temporary devices when join Is Imminent.
16, A# remonsiple maekin protective devices SW ba, in pit" at " and of each working day when the 5 4)ay Rain
PictidbIlity Foracastexceeds,10%
17,. Sediments fyorn areas disturbed by construction shelf be retained On sft using an aflood" of
sediment controts to ft MaXimum eatent practicable, and stockpiles of soll shall be-poperly contairsted
oroolorivrid
-winiihimize sediment transport ftm the site 4o, streets. drainage facillitles of adjacent P(OPWWS via rumalf.
vehicle tracking, or wind
TO.
residues shelf bo;A�nf^d and retained
CERTIFICATE OF COMIPLIANCE FORM(S)
on site to minimize transportfrom the, site to S11"lo. oradjobilng property bywind a
runoff,
Project Name:
Aeu
ress:
Proiect Add
M_M*� KS
Z01CM.ACTIM1 11MRdOD QUAI Il 1%^&MI
17 FICATE
Oam
4 or
y ",wom i
yw�
go FArm latest T SONG"AMOW0 "M tl
j columPs rbWK§, �W6 0110101 10 1 PIOMt;S '4W
0
J
of '80 q mit, sholi-bo *f Sizes sh6vin -am
460 tW r
;0401! �.T
U;sr*C.$, ft.,
post ,�jV hear,
3", �Al
Vc
m WNW'
T -j, ROO' i
41 A 3! is 1_44ight_� u W_wAh maw-, 0W CF' DF1U,,&T- UQF'lb�T�-TAA
q",
W
�MSIDENTIAL ge of -IR OF COM,PLJ
ANCE, RESIDENTIAL (P CF_ I R CERTIFICATE OF COMPL
------- CF
'd' 2* �ID V
asim ow &,a
I. J10.
F
&
7 Pf,6j
W. R Q
-awo'
r
N
it- Date,
not
Ll E.UALILM
I!: ANC _ENT
pa,
0 i
CF-IR
,-.1- =,w 11=10,
*RCR
and 0 4
�V "Jill a
'JIVA
a l'orrin �# C SYSTEM
'InpVt hydroniCbroombined hydroni, data un4dor Watc, floating Systems, exc d
04
A
Plar, Chock i 0�kc
F.
Docun�" gpt Design l.1,attng Lon
Distribution
no Prowde, f "in; -1 :. 1,
`U, 20M
sts
'T6;0101CaI00fc0JnjpIiajjc;eIi the building. features andperfomanceSpecitiostions needed to comply with
Z*, ishall be i4ampos 0 3W (V
__#0 of Portland Field Check Date rquiprijefur TWO �4, Parts I and 95 of the Calilbmia Code of Regulations, and the-admisistyative tegillations to implement
Mi 00" P'Q'rts' Saki 'and 11 Gqm Pl'* Duct or
0" V Minimum Type and
Owl Fiat r4o
Climate Zone
T Heatt?ump'�
them, Thiscorti Icate has been signed -by the individuatwith overall desipresponsibility.
I�*,t Efficiency Location
_0610 - �§ . Me-cilf Agency Use Only ype (f.mAcre, The undersigned
A -4 -9;i-spol "I Nping
ly, PPOK 4" above. lot :two
Thermostat
ixoto�) (AFUEoc (doct�, sui�.
AN MEL-
. ..... a lh� testing atid certifle 'mid fieldr VeriAcation 1yyan,approvtd,HERS rater,
Sion approved, equivalent� requires insta r,
Wt R,
: A W0 bw� recoguize thAt contialialfoe using,duct Sealing and TXVS (Or C*nu=
*r.. 00,
P I
or acke ation.',�
a" - =; = 0 ; �
.. 0
.. . .... .....
*_!W014-0 ft: " , �;- t 1 FURNACE-, ATTIC "R-2-1 -SETBACK
Vertically.
ooffn E ipment ---------
# - qu . . - Deitneror.0-witer(i Bustinesgand-projessionac
20� Wilton. i "is If .14eat Pump DOculne illation Author
Tota I Conditioned Floor-Ama
ft, AveM Duct
t, Minimum
T Efficiency
iih 4 , , X"� . I � * " , i per ode)
ypkl 42'r,-onditionct,
d''
hall
. a* " I, - p".
0, �0_9 ao�
h it,
.9 onditioned Stab F r 7_1L ft, rMostat Configuration
Sin ftli .4-
C 11 rea Location Duct The
hca(pwnp� cyiip� cooling) ISFFM -.A Jill%-
v r
14 114.'a 41 iffidit, Min; BUj1.tlin&T)p_e, SJilgl Family
rout
u Addition 0oic, etc.)
Type Name. Name: MARK
JOB
4A
Project Plan Chec
I have reviewed th,: calculatiet" and drawings for the above project and find both to be
in compliance with the Energy Efficiency Sjullfa-rdsand Admiristrativo Requirements of
the CaliforriaCodoofRtgulauons,ritkf4, Puts I and 6. 1 understand that this review
was perforated, as representativAjo
,vlhe enforcement agency, The City of Santa Ana,
Wd Cldf4A 90M,&AT116FAL Cirr
Ntumbec, 1140-31+09lie
mme ��
Ito (c
V AGSSPLIT- V400 SEER - ATTIC Project permit muntier(s):
SETBACK
40004, as firto ;b to ow a 2.1
21 11*011 .0 d.;-V R- Title/Firm. OWner
�Vft to oll��.groo.,-botwo" bok oad heck one w
ei
Front riontatfia
(inputt, --on h. dogrecs from True North and one.) MARKDESIGNS
'Ift, 41; O'll,6i , . " _1111 I ; I ; *
Sh011" un4so , - 1, 3 L "
if 900-0, - "If or Adiliess:
.0� Nord,
io� dick 1-
hall W-Ad'i I` bett*M East/ wpstl All Orientations
flu . Arlowir r ;iopq 4,9 wo $14111W
b A0 bil W"Y
101"U" - W 'T".. 1,44%,90'"o9f., .. 1, �
W; LED_D_U_C_T_�,aad--TXVS (or
X
ures
Wwalra form ft Address,
ANA 24451- Muela
he
WOU 11-P be t Sam:
__4 %
V�`. L , 11 ... ". I Floor t2twitotion T both)
" -, wo� _W
t ised Now (circle one or Seated Ducts (alivainate z*nes)
io vidjo;Ca.
4D�
tInstatler testing 2nd ccailication and HERS
rater fil
old "Orifrostion required)
S', #:
-no
L.Al. 0M -tur T010091W. (949)829- .62
#41SQ0 *1 , , 40 oo' be Mda M�d gilftted ksms-ate,
f Wimp, = "'y .1 . Required for this
12" (to 4,
't. "", ".ow TXVs or,Commis ion approved equivalene, readay.
PSI , 1 ".0 no 4`0wWraing 1 WAI). Orm .00"d -, -
C .4tair.. 40*4018 t iolin - of. 2a <1$7,15oriy)
4 = n
HERS rtator or 110,4 vfificatio. irod)
ja
to . Nalv-)
4 tm,;
'Indic .1nin �A 1, 441.1ift
W.
of MW" i*
trow
mowo *I
I .
S.c.
14" 0�
10 1k, 10
W_0 MOK. of 4, of
,g
�s",Jlrls 000"
Slow, .0011' 11-', 4, �(bq% sides for !te*0*),. OW 2
f
M A,
sp
. W . , , P
v It
SO 40000a 170
#o
U or't ha.
400b, MUSS
7u
70. 0.000bon all, mis Ii.0 vi, 1i
MR P"
Willi 16 '15i IN*'
� g Aft &*
�orrp� i
rype
FOlt.Type�
wd �,waod
so zkorltl
*14hing
Insulation
-RVMU___
. 100,9�
valutill
A*,tubly,
U.factor
(altlic, jial, otc,
R-3,0r
will
n�T-
Roof
Floor
Floor
I -slab fl,
I
lkilforcement Agency
Alternative to Sealed Ducts and TXVs (SeePaokVcC or D Alternative Package Features forproject Climate zojie�l
:01i a- 11t;-A c, Name: Joan D. Hacker
ow ZL02L.S3-�tt(ttor SEER, Heal:ing. insu-Form. Inc.
Title:
4-4,
68255 Corta Road
Agency:
Cathedral City, CA 92234
A:TtRHkAT.,NG SYSTFMq Telephone:
(760) 324-0216
,. . I . Z IFF!Rk kr#wls !X 111011 1",
1,41 b66001.4 40,
1!
Stamp iand 441
10016
ip
." f� 4 -
" �, � Q FQ L R9W_Mft0_A1WMk1�a
-W,011PRIA .44.2 am w4wift" for _ rin !ij �1�r ore omrp,�4 w 11 R-Lalit
ow �70rvrlo f, insu
*ul000iis 0", 4rawhw 1`19y External
Rated'
P9
WORM. 10.
b Tank Tank
1,y 9. 'POO Wato. Heati:r
W, 4000 and
-Obisr�-Ind ! - At �o 4. '04 OR
-bet v .1o: obstaved, 64 10"IF4046-
and Rr, llw1gs; 44*
25. 401bo
-Ito art
Distribution Namber inp Ut (kW
0 of, M qaturer to "Insulation
t_�
Ilium FENESTRATION
t
pq a for P*411000" ol-W
.-Aftft tl An
rc luil
R1,
es
)PASM, r pMod
1 qed f� V th. *at
lq"41%40� Tor I pja
as
dowk -4,6 ars, X -Alt b6aft0i'to'be 2 is" #W 'bi -
be
"VWW . ,
b4 fl.'� IWO 81190111111111 to -
id �st*dsttr�gft 1161d 060affiam --anO,
Orel A
of oil � "govii ".9'an"o nd. 4,11nd
In and -4fe
of -.4%, AM* AW0v0d m4-of odo4uato
h l;Ihn*Q*;* Ad i* Ic
-=�'Wall; ".ta -b"��** the. "4001"d.'
In 2
lan or'.4*W.4tktai�'*iiR 1 th*
Mth 'Sp", '041titin 46'thv
illf- 0M If _', pa_ id 1*400 eta"" a4i AD
k !.a '149,
0" Q
i;6tw4� of, kpw oy�4
bESCRIPTION,
ENFORCEMENT
Building Envelope Meas
Minimum R-13 wall insulation in wood framed walls or equivalent V-Facmr in thinalfame waits
t4m,notggul toLXtatior'"ailmalls).
P14%
n in loaned (loom.
%
§600),: SlabrodgetinsulatkAin -'Water absolptionmia no 8ftterthan o.r/*. wat"aptirtruisoil asionlato
no greater than 2.0 LSM_0�gbl' 5
1: Dom and window& bi�U�6a conditioned and unconditioned spaces designed to lim "M Se.
2. Famnottion products ("t flold-fabriii") have labot witheatified "actor, oftliflod-solar !a"
Gain coofficivat (81100).�kad instration ocittificastion.
3. 1sx1crior 4611; and' whuhi�sweubccstdpped; all joim� and paticurstions casiked and sested,
vtipe� harri-s:
§ in Climate Zones 14 and 16 only.
I specJ4 infiltration lukoerlitstafted to Comply With § 1$1 meets Commission 4ualh� standards.
1$1)(6): 'histalladim ofV4ropla*, Decorative Gas Appliances and Gas Loss,
b. Oxaskitair intakewith damper and control
a. Fluedamparand comro� -
2, Nd continuous burninFgas olor-lights allowed.
§,1l04I-l3-`HVAC'oa ipment;yaur heinersshowtbeads and,' fatiomeerfifidd by -the Commission.
inacebidancevAth ASHMI SMACNAorACCA,
eating an&- "14)4 sysnnog�
1500�-PipiAmitank insulation
rav'2,With an EnorgyFattor ton than 0.54 must be externallywrapped with
loot-d-pipos closest to water boater tank; nonomokikulating systoms,insulatod (R,,4 or greater)
1,back-up�uinks 6r War$
,ysu�m, unfirodstorage tanks, or othor indirect hot water tanks have R42
R- iti ctimbined mun,italtioxtomal insulation.
A -All 6adodor.4x*od piping insulated ln,rOcirculafin -section ofhot water systems.
,$�Coofi sysrempipitigbolow55PFinsulatod.
heating source and indirect hot water tank.
t nc:Atcr�jvmtt.TMINIMUM,"C.EC'STA-NDARDS.�
;Foronoll gas orgy
resisnuicc; and�hoa, list Of
NOW, '-fie(OF: 'Wlargegas storage water hcaters (Mcd input or greater than 7 5,000 Stit/hr), list P ated fnpia, Itteovet y crtic J
iojt And Standby Loss
iasianttnOous gas wincr',hointIm, list rated input y
Nf�- IAL FFA.TtJRES (addi�xfra shects, 2�ckage C and D: TXVs or Cuitaini4l
030valcrit, Sealed bucts, Radiant Rarrii ifiricomary). P` pti appyoved
Not, d;[k:� sqjft, ers (see� installation requirements for radiant barrj,'grs in.
the 1,999 Resideatial�mariusl), PitckageC: thermal MUS (thertruil'mass Woe coverin thicknl�
1 `11 - . - Is. Tnwll nMJW6_,;Q-,, - ... _,�IFnt, ; :, / . . �'? I S, 'wN uesClyplioul,
2. IJ "Woo!" or min 6% open
all ov. *#111111ad -Weldem, using -----------------
*61, all -6
"M X to Provld4
L "U.0
j�4_4 d/
an
U *11- Id
AQL_QW 'E
11114"MAJI, AWM~ N*
F,�Tiesatation
oritwr
Ki,
ent ration
U�Faotor
Lielaostraition
"Viac
roni
.Left
Rear
11
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