HomeMy WebLinkAbout10148253.pdfSPECIFICATIONS / CODE DATA
36,
Max. stud height is 10' for bearing wails, max. 14' for
NOTE: if conflict with notes on plans, most restrictive
non bearing 2x4, fire block of mid span.
requirements would govern. 37
2x4 light framing to be stud grade.
Where plates or sole plates are cut for pipes,
stropl-1/2" wide by 24' tong by 1/8" thk, shall be
Joist and rafters to be No.2 D.F.(Doug Fir). -larch.
fastened across the opening with 16d nails on each side.
Beams, atringersand headers to be No.t D.F.-larch.
Posts and timbers be No.1 D.F.--larch.
Roof shooting-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.c„ EN: 8d 08'o,c.; and FN.: 8d 012"o.c.
shall conform to W.C.L.I.B.
u.o.n. at roof framing plan.
Standard Grading and Oressing,Rules. 39
Floor shooting: 5/8' T&G COX Structural I Plywood or
ALL WORK CONFORM FOLLOWING CODES:
APA rated O.S.S. B.N.: 10d 06"o.c., EN:10d 06"o.c., and
L. uniform Building Code. . CA Building C
FN. 10d 010"9.c. Use ring shank nails and glue plywood
to framing according to manufacturers specification.
Uniform Mechanical Code. CA Me cal Code.
-; Uniform Plumbing Cade. CA umbing Code. 1:�7
Pravitde daub Is floor joist under all
r`
Uniform Electrical Code. CA Electrical Code. LJ
parallel partitions.
block
solid joist under walls and bearing points.
aALL STRUCTUR& beam/boom, beam/column and
41
Floor joist framing from opposite sides of beam, girder
column/foundation must be positively
or partition shall be lapped at least 3'or the opposing
connected with Simpson or equivalent
joist shall be tied together in an approved manner.
connectors regardless of tack of connection
detailing on plans. Standard connections u.o.n. 42
Provide 05/8' anchor bolts embedded 7" into concrete
Simpson or equivalent: beam/column "CC%
or masonry 0 6'o.c. min. 2 bolts per plate, one bolt
beam/boom-"h1UFT", column/pad footing -"CB"
within 12" of plate end and comers. NOTE: Bolts shall
1J
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Combination florescent tight/vent fan,
extend 5" into footing on two (2) pour system (extra
long bolts). Use 3/16 thk. X 2' sq. plate washers.
capable of 5 air changes/hour, at new
interior bathrooms, or add where exterior
bathroom window is removed.
Q
Provide reinforsing steel in slab.
®Water closets: 1.6 GPF
3 L=1
Min. depth of footing below natural grade and width of
Shower heads: 2.5 GPM
footing. 12"xl2" supporting one story structure, and min.
Laundry Faucets: 2.2 GPM
15" wide x18" deep for two story footing, u.o.n..
Sink Faucets; 2.2 GPM
45
Ust type V cement for high
7j8" stucco aiding,
sulfate soils 2500 p.s.i.,u.o.n.
M46
U
Footing should be examined by the Building Inspector
151 1 x tap or vertical siding over 1 /2" cdx plywood.
Prior to concrete pour. All special bolting and shear
hardware to be tied in place.
47
Q6 Crawl space access to raised foundation 18"44"
Provide stucco base screed,
M
L�J
Foundation supporting wood shall extend at least 6"above
M7 Crawl space ventilation 1/150 of area Z sq. ft..
the adjacent finished grade paving or sidewalk.
49
Attic ventilation 1 ji 50 of attic area sq, f#..
L� l
Footing shall be provided under all bearing walls.
Mox.144 sq. inches in fire hazard area. 5O
Plywood shear wall shooting: 1 /2" COX Structural I
(e i 3 tab class "A" fire rated shingles 0/15 111 felt and
plywood or APA rated B.N.: 8d 06"o.c., EN: 8d 06"o.c.,
'
over 2 layers 15 # felt for 3/12 pitch or less.
and FN. 8d 012"o.c. u.o.n. an framing plan
R10 The roof. 61b./sq.ft/0/30 # felt-/CBO ER4660 51
All second floor shear walls shall property be attached to
the roof diaphragm.
M11
i 1 All hose bibs are required to be .protected with a 52
All glazing shall be dual glazed unless otherwise
permanently attached anti -siphon device. Min. 1 hose
recommended by certified energy report,
bib required front and back.
53
Provide R-13 in the exterior wells, R-19 In wood floors
M12 Ground fault interceptor pro#eetton (GFI) for oil exterior
over non living areas, provide R-30 in the roof or ceiling
receptacles, in bathrooms, in unfinished
unless otherwise recommended by certified energy report.
basements/crawl spaces, in garages and at counter
tops in kitchens or at bar sinks. 54
Dryer vent shalt be fro" smooth round metal, max.
length of 14" with 9a bends, Any deviation shall be
13 Switched light fixture in every habitable room,
engineered and approved by Mechanical unit.
bathroom, stairway, hall, attached garage and at
entrances. 5
All epoxy installations require special ins
pection, u.o.n.
14 Provide 2 GFI protected exterior receptacles, one at
the rear of each dwelling unit, 56
Provide at least one window or exterior door approved
for emergency egress or rescue for every room used for
sleeping purposes and at basements. This window or
15
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 wolf is
2e high and 20" wide AND total 5.7 sq. ft.. The max.
more than 2' from outlet or more than 4' for island
finished sill height is 44" above floor.
and peninsula Counters.
16 Outlets for wall spaces 2' and wider at maximum 57
Fluorescent lights rated at not lose than 40 lumens/watt
for general lighting in kitchens and bathrooms.
12'o.c. so that no paint along a wall, fixed glass, or
guard rail is more than 6' from outlet. 58
HFAifNCf SY$7j=M IN ATTIC. Attic access mifl,30"x30"not
over 20' from equipment. Unobstructed passage 24"wide
i7
A dedicated 20 amp branch circuit for bathroom
with solid continuous flooring from access to
receptacles is required.
equipment/controf panel. A level, unobstructed work
4" ihk. concrete landing 1" below threshold
18 9
platform min. 30" in front of equipment with 30"
headroom. Light over equipment with switch at access.
min.36"x min.36" wide or full width of door(s) or full
Air supply openings of 2 sq.in./1,000 BTU for blower
width of patio doors, or French doors.
types and 7 sq.in./1,000 BTU for gravity food type.
19 Water heater will be securely stropped to wall with two
straps. One within 1 /3 of top and 1 /3 of bottom. 59
NOTE: "Required swimming peal jspa fencing must be
Elevate water heater min.18" above garage door on 1 hr.
maintained during construction or the pool/spa shelf be
pedestal.
emptied."(IF APPLICABLE)
20 Required swimming pool/spa fencing must be maintained ®
during construction orthepool/spa shall be emptied.
Radiant barrier required in climgte zones 2,4,8-15.
Required this submitting. YES , NO..,..._,. �,�lb
21 Provide house street number visible from the street. 61
Numbers
The discharge of pollutants to any storm drainage system
shelf be of non combustible materials in Very
is prohibited. No oil waste, petroleum byproducts, soil
High Severity Zones.
particulate, construction waste materials or waste water
22 Provide attic access 22x30", readily accessible with
generated on construction sites or by consruction
activities shall be placed, Conveyed or discharged into
min,3D" Clear head room.
the street, gutter or storm drain system.
23 Provide approved smoke detectors. Additional info sheet I. 62
Approval must be obtained and/or fees paid to following
24 Showers shaft be finished 70' above drain with materials
agencies. This information should reach the project owner
or other individual with authority to act on it and it
not adversely affected by moisture.
should reach them as early as possible in the plan
nAnti
25
scoldingshower and tub and shower valves are
review process.
( City Planning Division Zoning Clearance
reqthired and ilhall be of or
c77
(} Schaaf Fees
thermostatic. Mixing valve type. Sec,410ressure
UPC.
()Other
26 Access panel (12"xl2") required for tub strop slip -joint
or use non -slip (welded) joint. 63
Exterior loth- Provide two la ers of Grade O r over
Y Rafe
all wood base sheeting. (CBC 2806.4)
27 Stucco lath and drywall shoit be noiled to studs and
'
top -bottom plates. 64
Provide a weep screed for stucco at foundation plate line
28
Safety glaze
glazing 'ta required at wardrobe dears, shower doors
06
a min.4" above grade. (CBC 25.5)
and windows at both tubs and showers and within 2' of 65
Tempered potio doors or French doors -low 'E"- dual
doors.
pone.
29
Provide Approved spark arrestor at fireplace Chimney. 66
(TYP) strop new wall to existing at top plate with ST
6236.
OWall between house living area and garage (R-3, U-1) 67
Provide A.F.C.i. protection for bedroom circuits.
shall be 5j8" type"X" drywall, floor to roof sheathing
with taped joints.
T-24 POSTINGS REQUIRED
F311
Door between R-3 and U-1, 1-3/8' solid core
BY CONTRACTOR
(20 min,) door, self -Closing and tight -fitting,
a) Contractor shall post the Installation Certificate (CF-6R)
Provide balloon framingat exterior wolf siding on sloping
32 g Pig
form and Insulation Certificate (IC-1) in conspicuous
kept with plan and made available to the
ceiling.
inspector.loor
33 Provide double top plate with 48" top splices strapped
b) Contractor shall provide copies of California guide to
Home Comfort and Energy savings, CF-1R, MF-1R,
with Simpson strop ST6224
CF-8R and IC- forms to building owner.
c) An approved HERS provider and certified ratter shall
Provide fire blocking, vertical or horizontal; shall coform
conduct the fiord verification and diagnostic testing.
to UBC sec.708.2
d) Contractor shall provide Certificate of Field VeriRcaiion
35 Studs supporting 3 stories shall be 2x6 or 3x4 0 16" o.c.
and Diagnostic Testing (CF-4R), signed and dated ,by the
HERS fatter to Building Department prior to final
inspection.
Please show the following notes on the first sheet of the plan:
I] TEC
Hardwired smoke detectors with a battery backup are
NATIONAL POLLUTANT DiSCHARGE ELIMINATION SYSTEM
required. Show oil locations with symbol SD ♦ on pion
1. In the case of emergency, calf _ at Work Phone # or Home hone [31 D.9.11 S CII
2. Sediment from areas disturbed by construction shall be retained on site using structural controls
Provide smoke detectors in each halfway leading' to
NPR ES sleeping rooms, each sleeping room of new and existing
to the maximum extent practicable.
and in eachstory- In new
construction, to of stairway,>}`
P
rests with haft back
3. Stockpiles of soli shall be properly contained to minimize sediment transport from the site to'street � construction detectors to be hard wired mY
drainage facilities or adjacent properties via runoff, vehicle. tacking, or.wind.
up. UBC 310.9.1.4, Detectors shall be interconnected to
4. Appropriate BMP's for construction -related materials, wastes, spills shall be implemented to minimize
sound at the some time.
transport from the site to streets, drainage facilities, or adjoining properties by wind or runoff.
Detectors are not to be located in kitchen, garage or
within 3 feet from door to kitchen or bathroom, or
5. Runoff from equipment and vehicle washingshall be contained at construction sites unless treated
su f air registers.
to reduce or remove sediment and other pollutants.
6. Ali construction contractor and subcontractor personnel are to be made aware or the required best
/ 1T AND BUILDING.ST A �l"�`'^S
i
LO i AN STATISTICS
LOT
management practices and good housekeeping measures for the project site and any associated construction
staging areas.
'
�' ot size 670 sq.
7. At the end of each day of construction activity all construction debris and waste materials shall
disposed in trash bins.
EXistiitg �' •�sq ft.
be collected and property or recycle
8. Construction sites shalt be maintained in such a condition that an anticipated storm does not carry
iJ*Ung living wfea sq. fL.
wastes or pollutants off the site. Discharges of material other than stormwater only when necessary
t
i floor 3 sq.
for performance and completion of construction practices and where they do not: cause or contribute
to a violation of any water quality standard; cause or threaten to cause pollution, contamination, or
2nd floor addition sQ. ft„
nuisance; or contain a hazardous substance In a quantity reportable under Federal Regulations 40 CFR
1r 8tp addition sq. ft..
Parts 117 and 302.
9. Potential pollutants. include but are not limited to: solid or liquid chemical spills; wastes from
Total living arm �7 sq. ft..
paints, stains, sealants, glues, limes, pesticides, herbicides, wood preservatives and solvents; asbestos
Tow ga $) area sq. ft..
fibers, paint flakes or stucco fragments; fuels, oils, lubricants, and hydraulic, radiator or battery
fluids: fertilizers, vehiclelequipment wash water and concrete wash water; concrete, detergent or floatable
Building(s) Wandsq. ft.. '°fie
wastes; wastes from any engine/equipment steam deaning or chemical degreasing and superchiorinated
Ac hAl fbo"r itlatid %
potable water line flushing.
During construction, permittee shall dispose of such materials in a specified and controlled temporary
area on -site, physically separated from potential stormwater runoff, with ultimate disposal in accordance
SHEET INDEX
with local, state and federal requirements.
DSt' o"M Sheet No.
10. Dewatering of contaminated groundwater, or discharging contaminated soils via surface erosion is
prohibited. Dewatering of non -contaminated groundwater requires a National Pollutant Discharge Elimination
SITE PLAN
System Permit *am the respective State Regional Water Quality Control Board.
FLOOR PLANS
I I. Graded areas on the permitted area perimeter must drain away from the face of slopes at the conclusion
ELEVATIONS
of each working day. Drainage is to be directed toward desisting facilities.
12. The permittee and contractor shall be responsible and shall take necessary precautions to prevent
TITLE 24, MFR & DFR FOMIS
public trespass onto areas where impounded water creates a, hazardous condition.
FOUNDATION PLAN
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
14. The permittee shall notify all general contractors, subcontractors; material suppliers, lessees,
and property owners: that dumping of chemicals into the storm drain system or the watershed is prohibited.
FRAMING SECTIONS 2.
15. Equipment and workers for emergency work shalt be made available at all times during the rainy season.
DETAILS
m
Necessary materials shall be available on site and stockpiled at convenient locations to facilitate
ELECTRICAL & PLUMBING PLANS
Nrapid
construction of temporary devices when rain is imminent.
r
16. Ali removable erosion protective devices shall be in place at the end of each working day when the
5-Day Rain Probability Forecast exceeds 40%.
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City of Santa Aria
5"ITE PLAN
SCALE:
At expansive soils, often post tensions stabs are used; therefore, carp must be takers whenever additions are
mode to existing structures. These post tensioned tendons cannot be severed to place new foundations for
additions or retrtodefs .without extrorno care and engineered design. BY STAMPING AND SIGNING KANS, ENGINEER
ACKNOWLEDGES. HE HAS FACTORED IN THE RAMIFICATIONS OF POST TENSION FOUNDATIONS.
REVt�iltStVS BY
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PLYWOOD ROOF 1 PLYWOOD ROOF 2X BLK'G A35'S
NOTE WHERE 2X MATERIAL IS CALLED OUT -,CHECK 1 FAi1lANGr SC'IgON LirF
PLAN(S) FOR 3X MATERIAL SHEATHING SHEATHING 0 24" O/C 2x ROOF RAFTER 2 2x ROOF RAFTER 1. - 2 X 4 STUDS AT i$ O.C. NOTE:
1. - SEE PLAN SEE PLAN 2. - (2) 2 X .4 TOP PLATES ALL GLUE LAM
2 - 5 c�I I - 2 X SOLID BLOCKING BEAMS COMBINATION 24F
7 2x BLK'G, 2x BLK'G.
I - SPUCC OVER CENTER OF STUD 4.- 2 X _AL- C,d'S AT 16" O.C. STD. CAMBER.
4. - 4' -ff MIN. LAP W/ (40) 16d NAILS P.N. _ P. I' Aer 5. - 2 X If R.WS AT IC D.C.
OR ST 6236 4 i Od O� 4 1 Od 1. _
5. - FIREBLOCKING AT MIDNIGHT OF ALL `J 7. - 2 X RIDGE B Mtfi" D.C.
WALLS OVER 6' -0' HIGH, TRUSS PERPEN_ 8c. - 4 )( ___ RIDGE BEAM 12
b. - 6 X ___ _ RIDGE BEAM P! H
cj (2) 10t1 NAILS EACH END OF flREBLOCKING, .--- f 2 2. ROOF SH iF /��� TO WALL � fiat
6. - r MIN. INTO CONIC. ER - MI . CUR* ((;) G - - X o GLU LAM BM (R. BM)
7. - 2X STUD & TRIMMER MIN, AT JAMBS. SEE 3 PITCH 1 " TO 1 i 9. - 5/Ir PLY COX T & G - CG PLUMED
MING PLAN FOR ADDITIONAL SUPPORT. jjj���
6. - 4 tAMI MIN., 9' MAX FROM Sti END 8 C.J, SEE PLAN 8 (HOT M 10, - 1j2 PLY COX
9, - 2X S81 W/(2) 16D NAILS EACH END, Zia. - tj2 DRY WALL
A35 16" O.C, b. - 5/fr TYPE X D.W.
1D. - {3} 1fiD ENO NAILS. g A35 Cd 16' O.C. £N(TYP) -
11. - 16D NAILS AT 24 MAAMUM O/C Wj(2) 11 11 6 'I<MM PARM�. TO >�/ C. - STD 5/8 TD. WHERE CdS 0 24" 0/0
12a, - R-13 WALL INSULATItW
18D EACH STUD 11' -6" DR LESS !: (3) 6 `�_'�-�� .._" =� 10
160 EACH STUD OVER 11' -6". 1O 10 } ----_- b. - R-19 FLOOR INSULAMON
12. - TYPICAL SOLID LINTEL - SEE FRAMING a - R-19 CLG INSULATIDFt 3
PLAN FOR SIZE. 1. PLYWOOD SHEATHING 6. A35016' O.C, PL/ WALL TO BLKGa tO. 4 16 6 X 2X FL'AT FNGR d. - R-30 ROOF INSLRATON
11 - 5/8' DIA. X 10' ANCHOR BOLTS AT 72' 2, 2 X RF RAF'S 7. 2 X BLKG. W/(2) 16D PER BLK. TO 11. WND OR DOOR W/ (2) 160 E.A, 13o. - 2 X 4 SiLL PLATE
OR SHOT PiNS, ("n.) SEE PLANS. 3. 2 X CLG° J51'S DBL TOP PL b. - 2 X 4 P.T. SILL PLATE 17
14, - ZX P.T,D,F. BU (OR 3X) SEE PLAN 4. 8WN NAIL'G 8 DiBL TOP PL DRAG TRUSS Wj 2X NAILER 14a. - 3 TAB CLASS A FIRE RATED SHINGLES 0/15 LB FELT
5. (6) 16D CJ TO RR 9. 2 X STUDS 016" O.C. A35'S t@ 16" O/C Wj 16D t8 b. - _TILE _ CLASS B RATED SHAKE 0j3D LB FELT
t 15. - STUD TO SILL. TOE NAIL (2) DOD NAILS TO PLATE 1b" O/C - 1C80 y 465D - ttASS A {LIGHT WT.}
EACH SIDE (A) w/C is �%i+� XT 15. - 7/8 STUCCO
16. - 2X STUDS AT 18' O/C (u.o n.) SEE PLAN i.� 16. - STUCCO BASE SCREED 31
FOR SIZE AND SPACING OF FLOOR JOISTS OR P N = PERIMETER �LING BLOCK'G SAME SIZE 8c 17. - PLATELINE BLOCKWG I UST PROVIDE VENTILATION AT STUD BAYS l5
FOR SIZE AND Alan) E.N.= EDGE OF PANEL NAILING DEPTH AS JOIST OR I& - PROVIDE 2 LAYERS (IF GRADE PAPER (FELT) OVER PLYWOOD SHEAR WAILS.
(seeF.N = FIELD NAILING RAFTER W AIS O Truss supplier alldl submit 19, - 1 X LAP SIDING 0/0ij8' STRUCT 1 PLY OR 1/2' COX (U.O,N.)
j cutation and shop drawing aimed by a registered
BOUNDRY NAILING (BN) -( __. EACH SIDE, EACH ND, c i engineer to the respansiDle project designer who 39
EXTERIOR WALL M -- = - - _ ;1=" a to review the shop drawkip for occ tonca prior �10
FI
NOTL(AS ABOVE] (� to rlcatlon. shop drawings an coiculattons shop be }.6
TYPICAL INTERMEDIATE NAILING �} a �{ : _ :- su Rtad to fine building safety "On for aaxptanca
(I i} afk the 'a On
project deaignar hoe notes! hls1haI( I`rj 1 Tit:
{FIELD NAILiNG)(FN) FLOORS 10d ;c F2AFTERS� YP. a toace and prier #o fabricotian. Truss drowingo m
AT 1O" O.C. 1� I, JOf T I pEN' campGonoe with Coe 2001 section
a ��: =' O6 3 ahuctu i calwbtlons and � -„
ROOF 8d AT 12" O.C. I(x 2• x 1 plans, ro
x epeafications must be prepared by a
2X4 FLAT BLOCKING AT UNSUPPORTED EDGES California registered awl engineer,
W/ BOUNDRY NAILING. BLOCKING ONLY i( 704.2.3 Fire -resistive protection of truss when
REQUIRED WHEN CALLED FOR ON PLANS - EDGE ' - required by Tobie fi-A
PROVIDE 2x FULL DEPTH '
NAILING (EN) ;� BLOCK'G 0 8'-a" D.C. MAX. 1704 Reegguulation of prefabricated construct'
2.4 FLAT BLOCK'G AT OTHER EDGES�IF II ding required Ispe:11ons and
NOTES: 1.MIN. PLYWOOD SHEET IS 2' X 4' j ; CALLED FOR ON cerNficaUons
7 j' PLANS (BLOCKED))
1. USE BOUNDRY NAILING AT ALL RIDGES, PERIMETER OR BLD'G i' 3211.6 Corulactors shill comply with COC opter
VALLEYS, AND OPENINGS. . . t_ -__. 3, Division lit, and providing
LOCATiO PLYWOOD BOUNDRY NAILING EDGE NAILING FIELD NAILING - .P.N, chins by apt i n
* CC 2343 t Metal Oats connscted truss
8 ROOF 1/2' THICK UNBLOCKED CD-X (P.1,23/0) 8d AT 6" 04, 8d AT 6` O.C. 18d AT 127 O.0 PWG'D .6.
on'
h�marking requY by
ian
FLOOR 5/8" OR 3/4' * THICK PLY. T&G CDX (P.1.32/16 1Od AT 6" O,C, 1Od AT 6" O.0 tOd AT 10" 0. � 2326.11.2 Tru spoced at Intervals m then 16'
within of the beneth
J4 ON PLY D FAR & RWF MM oro ird toplate shalt be stalled.
1 HANDRAIL 1 1/2" - 2"MAX. 1 1 2" HAND) RAIL 1 STAIR L The DCBO approval orgy number moat oted on shop
drawings
11)71 Y 2 51e TYPE 'X' DRYWALL
_ - 3 2X BLOCKING REQ'D LLL� /',••1"i } 3 4 " .LJ 4i F_
do FLOOR T �r, "OTM R do H
ViN
i , - - 2. STUD WALL AS k
0i. - CONTINUOUS HEADER.3 ,�-� } - - } B 3, 2X LEDGER
2 6 SEE FRAMING PLAN FOR SIZE ( } } t } (3) 16d 1/5 PER STUD
2. -SIMP. ST 6236 EIS } 5 .. } 5 4, SIMP U HNGWS& 2X RR'S 0 le O/C
OF E/POST (4 TOTAL) FIN. FLWR ELEV. 3 } 4 Z 6. PLY SHTN'G 3. - 41 POSTS 6 } 7. US 0 IS- O/C
„ FRAMING PLAN FOR SIZE SEE FRAMING WD BM OR
J } 1 PLYWOOD SUET ODR 1 04 P05T BOTTOM dt TOP OF RAiL
4SHEAR
FRAMING PLAN FOR TYPE �/ } 2 3j4•" PLYWOtII TREADS #RISERS L 1-f/2 - 2' MAX. 1
5, -EDGE G. 1 2X14 STRINGERS } 3 DOUBLE JOIST OR HEADER OR BM- 13 2X2 ED. RAILS { < 4"BEIWEEN)
2 PLYWOOD TREADS dt ( N. 3j4"} F1 SEE PLAN OR TOP OF STUD WALL }4 (2) J12 8" LONG
�...' 6. - CON3INUOUS PLATE, 3 2X4 P.T. PLATE BRED 14 APPROVED METAL HANGERS ,r--
r W/ SHOT 16D.C. 4 F��" O
7. -ANCHOR BOLT. } 5 2X14 STRINGERS (MIN.3) { I� 1
, �,/ D.C. 6 5j
SEE PLAN. OR ANCHOR BOLT 0 I& a° TYPE r �i
X' DRYWALL j >_
FRANIM STAR AM HAMOM AT FLOOR iA1�iD G AND IMAM ,a. jj-
PANEL MARK
SHEAR PANEL DESCRIPTION
FV/(PLF)
EXTERIOR FOUNDATIO
INTERIOR FOUNDATION
UPPER FLOOR SILL PLATE NAILING
FLAIt
O PLATE
ANCHOR BOLTS
ANCHOR BOLTS
PLATE NAILING
***A35
See notes #5 Below
N/A
N/A
N/A
N/A
7/8" Strcco / Lath 16 go stopDes
180
5/8" @ 40" o/c
N/A
16d @ 8" o/C
1 #
3/8" Struct Ply 8d @ 6" o/c - 1 side
260
5/8" @ 28" o/c
5/8" @ 28" o/c
16d @ 6" o/c
@ 16' o/
*
3/8" Struct Ply 8d @ 6". o/c - 2 side
520
5/8" @ 14" o/C
5/9' 014" o/c
16d @ 3" o/c
@ 8" 01c
i *
3/8" Struct Pty 8d @ 4" o/c - I side
** 380
5/8' @ 18" o/c
5/9' 0 18" o/c
1 /2" Dia. X 5" LAG SCREWS @ 27" o/e
@ 16" of
*
3/8" Struct Ply 8d @ 4" o/c • 2 side
760
5/8" @ 9" o/c
5/8" @ 9" o/C
1/2" Dia. X 5" LAG SCREWS @ 13" o/C
@ 8" o/C
#
3/8' Struct Ply 8d @ 3" o/c - I side
*#490
5/8" @ 15" o/c
5/8" 0 15" o/c
112' Dia. X 5" NAG SCREWS @ 20" etc
@ 16" o/
.., *
3181 Struct Ply od 0 3" o/c - 2 sidle
** Ole
5/8" @ 71 /?" otr
5/8" 0 7 1/2" o/c
1/2' Dia. X 5" LAG SCREWS @ 10" o/c
@ B" ofc
*
3/8" Struct Ply 8d 0 z" o/c • 1 side
640
5/9' @ 12" O/c
5/9" 012" o/c
1/2" Dia, X 5" LAG SCREWS @ 16" o/c
@ 16" o/
1
*
3/8" Struct Ply 8d @ 2' o/c • 2 side
## 1280
5/8" @ 6" o/c
5J8" @ 6" o/c
1/2" Dia. X 5" LAG SCREWS @ 8" o/c
@ 8" o/c
1
1/2" Struct Ply 10d @ 2" o/c - 2 side
ipk 770
1 5/8" @ 9" o/c
5/9" @ 9" o/c
1 /2" Dia. X 5" LAG SCREWS @ 8" o/c
@
1/2" Struct PLy 10d @ 2" o/c - I side
>fo) 970
5/8" @ 8" o/c
5t8" @ 8" o/c
i 12 Die. X 5" LAG SCREWS @ 13" o/c
@ 8" a/c
1
1d2" Struct Ply 1Od @ 2" ofc - 2 side
** 1740
1 518" @ 4" o/c
5_r8" @ 4" o/c
112" Dia. X 5" LAG SCREWS @ 6" o/c
@ 8" o/c
„ I- - 1
1.
i. CN denotes water nails. 2 FJ F3 5
2. • denotes that shear blocking is required to obtain specified values. 3. TOP PLS
3. All 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.
S. Schedule 1 Indicates masonry or pipe column SiMPSON Strongwali Struct etc. See plan
6. Stucco lath, specified above, to be expanded metal or woven wire,
Stapte teg to be 7/8" tong. Staple spacing applies to all stud, plates, and blocking.
#* 7. Panel Mark 1 i thtu 18 shalt be provide with 3 x 4 end studs and sill plates min. ��
8. Provide 2 layers of grade paper (felt) over plywood shear walls. [ARMWL'flIL Pq`
2 X P.T, SILL W/ 5/8" n.)
112" GONC. SLAB ** 1. - P7 2 X PL u oc we p1'
X10" A307 A.B. AT
Va 6 X 610.1D WWM 2 - (2 X 4 Pt. u.o.e: sae plan
72 O.C, OR AS 5N N. 8' 3 - � �11
LF1 WN ON PLAN PLATE WASHER 6
ORANGE CO Y 4. - A35 0 16" D.C.
(� j 2" SQ, X 3 6" THK. 2 4 5. - 2 4 REBAR' lk . LION}
*L.A. C - 2 1/2' 6, - 2 X FJ 016 OC.
T - - - - - - - - z 2 1 / 5Q. X f to°THK- Y 7. - 5/8 X 10' A=7
3 J BOLT 0 72' RC.
FIN, GRADE MAX. 127 FROM CORNERS
MAT, GRAD€ 8. - R - 13 WALL INSUL
R - 19 FUR. INSUL, BLOCKDND
> C 2' SO X 3/16" THICK
N s (2) NO, 4 BAR TOP It BOT. u.o.n. PLATE WASHERS
5
�61,* PLATE WASHERS 7 to. 2" Sit. X 3/le THK.
" • 2" SQ. X 3/16" THK. 'Q
PC
00 PSI. CONC. 5 * LA. CTY. - 2 1 /2°
a 1 STORY 12' V' CEMENT (u.o,n.) �.
'2 STORY 1� fi 2 1/2" SO, X 1 /4" THK.
5` '`.. >' e.,,r, > t....
a 8" WIDE " HIGH CONIC. BURM AT GARAGE -MONO UR
f't FO ISSION VIEJO MIN. 4" THICK SLAB
WI 3 BARS E.W. @ 18" O/C10MIL BARR O/ 4" SAND 1 STORY t2: 2500 PSI. CONIC. (TYP)
2 ST TYPE'V" CEMENT u.o.n.
CONT. `P, r= 06mm. �- F
USE SiMPSON MST-___ SIMP, MST60 MIN.
STL. STRAP U.N.O. PLYWOOD
SEE PLAN FLOOR
SIMP "A35"
DOUBLE STUDS @ 1EQ,O.C. EQ,
W
_.. ..
2-16"
NAILS
- STUD\NOTES
SEE
- FILL ALL HOU
wW le NAILS TO
(TYP. TOP & BI
PLYWOOD ROOF -
SHEATHING
2x ROOF RAFTER
SEE PLAN
SIMP, U HANGERS
_A35 EA END
SIMP. ST. 2115 SHE
@ 32' O,C
EMBED � 2 RiOGE BD. EAST
IF VAULTED SAME TEN SBON L S FOR THREADED ROD ANCHORS
Wj BM iN PLACE IN FOUNDATION ST84WALL INSt'ALLAI
OF R SO
Wj U/ HANGERS
7
MEW SHEAR PANEL
T (E) WALL/FTG
1. - THICKEN TO 12' X12
2 - DOWFIS - SEE PLAN
3. - SLAB
SEC4, - (Fl) FTG
PLYWOOD OOR
3' MIN
2
A35 AT
16'O/C
-4"X47 POST /
PLYWOOD SHEAR -
PANEL SEE PLAN
P.N -
4X, 6X P.
POST 2X 'G
4D
2x JOIST
SEE PLAN 4 6X FJ HDR. WHE
Ei 1111 OCCUR£-
3/8" THK ° 2X STUDS -
EAR WALL WASHER TYP. e @ 16" O.C.
M RIAL 4X, 6X
SEE N POST
AT SHEAR WALL
WOOD BEAM WOOD BEAM -� SPLICE SEE WI-IER
SEE FLAN OCCURS
EAR WALL
NIA RIAL
2x ST IS
,
@ I G.C.
WHE
+_. 1v i
OCCUR, SEE
E SCHED,
PLAN
SIMP, SI SON CC COLUMN
2x LK'G AT
COL, CAP 1AP Wj M.B. PER
B.N.
D SPAN
MANUFACTURER'S
_ _
SPECIFICATIONS
WOOD POST (T CAB_) -WOOD
SEE PLA POST .
. 2x rLK'G
J r
1 �' t \ •,'
KP. D POST tTYPICA0
E PLAN iJ2"
HDR. WHERE
SIMP. 'CC' L
OCCURS
2x JOIST
SEE FLAN
.�
Px STUD
@ 16' D.C.
SIMPSQN 'A35
--- HGL7
SEE SCHED.
NOTES: 6 3J4"
-`
1. DAP IN POST STRA °.
WHEN IS > BEAM WOOD BM. LLL
2. EASE BEAM ERS TO SEE PLAN
FIT RADIUS U R. t /1 A'
US. ARCHITECTURAL SHEET SITE: 0 36x24
2,-0'
#4 0 18- O.C.
EA. WAY N
2-#q
#4 OWLS
'-0' /
49�
2X STUDS
@ 16" O.C.
-SEE SCHED,
PLYWOOD.
FLOOR SHT°G.
SEE ARCH. Owes.
4.�
2X F. JOIST
SEE RtAN
-SIMP, A35
SEE SCHED.
2'-C'
D.
WIA
'9l
MIN
B?IIBED
1N.
WALL
THiCK
NESS
MIN.
EMEND
DXST
MIN.
DIST
VG
LT
SION
OA0
DWABLE
ON LOAD
F' PS
{t } (133}
ET
5j8
3f4
9 1/2
6
1 3 4
5
10720
2680
3565
12
6
1 3 4
5
16160
4040
5375
7f
1
121/2
6
1 3/4
5
17000
4250
15 1/2
6
1 3/41
5
123MWO
4";
' 60
SIMP, WA ADHESIVE ANCHOR '3nTEM
ICSO REPORT NO 4MIS - ET EPDX"G
2500 PSI CONC. U.O.N.
Notig, AL.L. LjNr)t✓cGS&AfZ-'
pp DETAILS HAV 16 `4 1
4igc,5 V ou
saMPSON
e No aNacsrane goue_r
SPALL-REOUCTt,04-YSTO, fOR SMI
asr
THE PAND,'A'STMfdPAHO
tN0e1e Aeavre attawroflachlo ni at
deptex na11Mars the4paarete year
to hold the,PAHO, $it &W t Ettt
1 4
SIMP-nag in play. fate ftf3wv P
iA
f
I>
�
Y k
- 1
a
NAIL TO
r
r
t
n w
in
Typical PA4onnacling
Stud to Foundation
n (ass PAD( or
Typical PA51 ittstei(alion
:,..
(PA684101118 j
TYPI001PAH042
bolote }Ile ConCK#te or
MINIMUMSIDE COVER
SINGLE POUR INSTALLATIONS
&PAL4iNG1,
SpaRigg aray eecla'If the
anchor is beat)o , aiatly
96" he#ere tttsraRal%n;
to tt;trJF to the so d i o8o $TAR
redasAen tray applY> #. NOR4Xf♦TtFAI
wRnseo ..
pgnron b
q�
MNE
6 >Y1iM#M
t°
.r
4xeare
iLENtsrN''
1944'60NCRE7E
FpNNnAtiaN "-
e
By
S14010Pour boa 4NOWsn
•
i�'AN�rtttta,/tn,mM{iyt►�dsbat.
'
•'7
.�as�p
•.1 `•. ' �5��� �' snif4ri'/!.' �V/'V��'a.Anl4�t�B•
Wall
•
el
�f iIisti6n r
Typieat
"PANqg1#roar -
RimJoist InsMiBatlen
WO POUR IN TALLATIONS
2P
11im LATIDN5
Typkat �U ...
sri}AP
s6 t? PAQW. ION
- OFEMMOIXIM
TwD PaarE@mar'
RQLOM"
�iattarr }Tpieas
RnstaNallwr'
sated, Irit
{ a
-rnI�A141h.
�t
uI
'Iln1i"9�i1attt'. .
..EbARW#iHiN
t(riat�t(et(irean r'
.r
i�#VrCHE6ARrA'
s7a14aali .:
»t
toNngatlan.
Sp11014gmay ror1 it
rordxzro
ev
p.�tAh,ea,aaraharTsbet
N{/;li �"it6tY.
W
Yi}tY V
lnstali$tBon tlnd,thenor
�-MAXif{gRar t Ya.
Wdm'
bem.:o
° attaehto Id:Laad
4ade
►"aa..,
`,
mducthQaalsyapAty;,,.
0 0 tt ._.._.�..,.-..-.-.._,
A
• '
■
A-, STUD WALL PER
M = :i X 3.5 280 20,000
8 .t .A ^'
SET IN 3/fr ! e !
S19ES
s 't
HANDRAIL
2X BALLASTER VERTICAL
2V SPACED
"e O.C.
04 ..
(2) file BOLTS e
RUN t JOIST DIRECTION)
" 0 i I him A t IIb
� `
1 � ►
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'TTi°jr� 'jL.7t1�t��*i:laets
ill
/mot
Q
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_
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[ElTHRU l
II
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woIr , k #
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Using typo coment
9 5"tI11c3rcanaret� !!1I �r
2,5tacl Ps#.otsxsxloxlo '-`�' , � # ,
PN[rM0(2°iSeRdfll6mil
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i
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Ati sral#ardwAre 3,151,
t� i €
undairart exoavatsbns i j , i ! 1
shalli�at oRMiUce matedai � T� � ,
ITi'�M�fl M1t•{ 1;�a
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EXCERPTS FROM CHAPTER 23
� . I . I .,
I .. . �
I GENERAL NOTES ' 3. AN structural steel shall be f I abricated In shop of a 31. Double Aop plates with min.. 48* top splices to be I
licensed fabricator and shop drawings shall be submitted provided With min.($) 16d*3 W plate splice. I . TABLE 23-11-S-1-NAILIN43 SCHEDULE
1. The 20neral contractor and each subcontractor shall 'Mark Desinns" throunh the architect for an val -
verify all dimensions and sitter conditions before starting
. V.- -
prior to fabrication. Steel fabricator shall submit shop
,�2, Top plate brooks are shall occur over a stud or post
work. The ainchitecrt or "Mork Designs* shall be notified of
drowings to general contractor and owner for review
any discrepancy.
prior to fabrication. Any proposed deviation, addition or
33, Solid blockIng between Perpendicular Mat at bearing and
questions shall be noted conspicuously and clearly on
at shear walls.
2. Dimensioning shall take precedence over seal" shown on
shop drawings. Steel fabricator shall field check all
.drawings, typical details and general notes are minimum
dimensions prior to erection to provide for proper fit.
34. An exposed beams and he" timber recommended to be
requirements to be used when conditions are not shown
otherwiss.
4. Use 41" round machine bolts. 4fe"round holes, for oil
free of heart center. I
connections, unless otherwise shown. All bolts shall
35. All isolated posts and beams to have "Simpoon: PS's and
3- Notes; and details on drawings shall take precedence
conform to A-307 for unfinished boll*. except where
/or so's min., u.o.n. �
Over General Notes and typical details where no details are
specifically noted as high strength bolts which shall
" �
"Simpson"
Shown construction shall conform to similar worW on
conform to ASTM A-305 or AV4 A-490. High tensile
36. AN HO,Pii and CS holdowns to be fastened to �
project.
lt e shall be no point,
4*4 past; miln. u.o.n.
I I
oil, or golvanizing-betwoon the contact surface.
4. All work shall conform to the minimum standards of
37. AN exterior walls ,*to a be secured with %*Oxlo* anichor
124501 edition Of thill California Building Code and Plumbing
S. All atteil exposed to weather shall be not -dipped
lts
and Mechanical Cads. Zpo/Fjeatrical Code, State of
.
galvanized after fabrication.
used In lieu of anchor bolts).
California Division of Ind Ustriall Safeity and those codes and
standards listed in -these notes and specifications.
6. Pipe columns shall conform to ASTM A-53-8
38. All interior Walls to be secured wft shot pins per
(Type E or S)
Manufacurises recommarridation, u^n. calculations goveirn In
5. Approval by the Inspector does not mean approval or
allowable failure to comply with the plans and specifications.
7. Tube column* conform to ASTM 2-501 or A-500
all coses. Recommended Ramset/Rodhood 1516d at
2e*.o.per ICSO report No. 1147.
I Any design which falls to be 'clear or is ambiguous must be
grade S. .
referred to the designer or engineer for interpretation or
I clarification.
-
it. Where fiefth is attached to structural stool pmWde 4"
39. AD conventional from* porlidn' of strUd-ure at* to be.
constmot,ed par Section 2326 U.B.C. u.o.n.
.
bolt holes at 4"O.C. for attachment of nallers. Soo
$- S" architectural, electrical and mechanical drawings for
trenches
structural drawings for finishes.(or Nelson Stud 410" CPQ.
40. AD shop drawings ore to be reviewed by contractoir and .
the architect to submittal for
I
pits, roof openings. depressions reto. not shown on
prior o"low review.
structural drawings. � . . I
LUMBER/CAPPENTRY .
41. Truss mortuNcturer to Provide oalauldlions. shop 1
7. Vibration effects of mechanical equipment have not boon
"Mork
1, All structural lumber shall be graded in acoor4once
drawings, details truss hangers, bridging and erection I
bracing. I
considerate by Designe.
with tho StANOARD GRA!" RULES - No.1 6 for West Coast
. .
Lumber and USC STANDARD N6.23-1.
42. Provide double 2x sorle plates with a* plato nailing as
�
8. The design adequacy and ad* of spacing, shoring,
T0mP`OrOrY supports. etc.; Is sole responsibility of the
2. All WOW bearing on *aincrst* or masonry shall be
spodW on the plans at both plates, where IJr light welghit
concrete, is used at floor. �
contractor and has not consictered by "Mark DoeW. 'Tho
pressure treated Douglas Fir or redwood.
43. Where both top ploWs are biroken, strop with ST
Contractor is, 1`04POnsible for the stability of the structurs,
Prior to the application of all shear walls, roof and floor
3. Notes for bolts shall be bared a bit &* to Xo* larger
$236 min. u.o.n. .
I
ra ish arials. Contractor shoo provide
than the nominal bolt diameter. .
.
44. Cdmirrm nails shall be used for all ply sheathing top
stability prior to appiloation of the oforomentionW m0ftrials.
4 AN bolts shall be re-tightwled Prior to application of
plate splices and sole plate nalfing. All tw4wore shall be I .
I . Observation visit$ to the site by *Mork Designes' shoo not
��, piastoir, etc, �
installed with nails per manuf igiftificationa and
� iWud* im**Ction of the above item.
roconwondations. I
�
9. Contractor shall investigate site ,during clearing and
3. Structural members shall not bw cut for pipes. str-
unless specifically noted or detailed. .
i I
QLUaAMS/MFR. WOOD. PRODUCTS
I earthwork operations for filled excavations for filled
exeavotions or buried structures such as cesspools.
6. 2x solid blocking shall be placed between joist* or
1. All glued lonflinotied momb*r# shall be made of 1147 Douglas
Fir laminationstoombination 24-F per AITC.
cisterns. foundations, etc. if any such structures are found,
- *Mark Designe and the toil engineer shoo, be notified
rafters at ail supports, except when 1*4gored.
,
2. Ind app. grade: Fb-2400 PSI; F�-165 PSI; Ewl.800s PSI
, immodiately.
7. Cross-bridairla shall be arovided V *.a max for all
3. Industrial annearonce, erode shoo be unmi- with materture -
1997 UNIFORM BUILDING CODE
CONNECTION
NAIUNG'
1. Joist to sill or girder, toenail �
I 3-8d
2. Bridging to joist, toenail each end
2-Sd .
1 1 ' x 6' (2S min X 162 min) subflom or less to each joist, face nail
2-8d
4� Wider than I - X 6- (25 min X M Min) subiftoor to each joist, tact nail
3-8d
11 __ ___
5. r (3i min) subIloor to joist Ot girder, blind and face nail
2-16d
6. Sole plate to joist or blocking, typical face nail
-
16d at 16"(406 min) o.c.
�
Sole plate to joist or blocking, at braced wall panels
3-16d per 16"(406 min)
7. 7bp plate to stud, end nail
2-16d
8. Stud to sole plate
4.8d, toenail or 2-16d, end nail
9. Double studs, face nail
16d at,24!'(610 min) it.c�
IQ� Doubled top platesi typical face nail - ---
16d at 16" (406 min
Double too plates, ap splice
.
8M6d
11. Blocking between joists or rafters to top plate, toenail
3-8d
11 Rim joist to top plate, toenail
9dat6,(I52mm)0.c.
13. Top plates, laps and inteirsections, fact nail
2-16d
14. Continuous header, two pieces
16d at 16" (406 min) it.e. along each edge
---
15. Ceiling joists to plate, toenail
. 3-8d
-
16, Continuous header to stud, tomil
4-8d
17. Ceiling joists, laps over partitions, face nail
I 3-16d
18, C�ilittgjoigs to parallel rafters, few nail
3-16d
19. Rafter to plate, toe Ail
I 3.8d
20. I" (25 inin) brace to each stud and plate, face nail
2.8d
- -_
21. I' x S" (25 min X 203 mm) sheathing or less to each bearing, face nail
.
2-8d
22. NNift than 11 x 81' (25 min x 203 min) sheathing to each bearing, fare nail
I 3-8d
23. Built-up comor studs
16d at 24ff (610 min) o.c.
24. Built-up girder and beams 20d at 3r (813 min) 0,0� at top and bottom and staggered 2-20d at ends and at each splice
25� 2" (51 min) planks - I
2-16d at each bearing
26, Wood structural panels and particliltoaidV
SuKloor and wall sheathing (to framing).
1�` (12,7 min) and less
� 6d3
1 42,0/4"(15 mm-19 Min)
gd4 of 6d5
I/ " V �22 mm-25 min)
?/g,--
Sill
I I il'. (29 min-32 min)
lod4 or SdS ,
I
Combination sub(loor-underlayment (to framing):
1
3/4' (19 min) and less
W
71.1.11, (22 mm-25 min)
8dS
I fl$�-1 Ile (29 mm-32 min)
I0d4 or Sd$
27. Panel siding (to firaming):2
I
Ih.(12.7mm)otless
6d6
sfe (16 M.)
8d6
28. Fiberboard sheathilillp.7
11�" (117 min)
No. 11 so 8
'5�4
No. 16ga.9
21/32�, (20 mm)
No. It ga.8
I
Sd4
I
No. 16 ga.9 1
29. Interior paneling
'/4' (6.4 min)
4d 0 :
I %" (9�5 Min)
6dll ;
I
'
10. Construction materials shall bo spread out If placed on
. . .
floor joists over 10' in depth and all roof joist over IV
depth usts, solid blocking or an approved typer metal
content 7-10, u.o.n. 1.
lCommon,ot box nails may be used except where otherwise stated. I .
2Nails spaced at 6 inches (152 min) on center at odges, 12 inches (305 min) at intermediate supports except 6 inches (152 min) at all supports where s �re
48 inches For and diaphragms Sections 2315.3.3 $� _
2315 4.11
framed floors or roof. Load shall riot exceed the 40119111 11VO
bridging.
4. Fabricator shall be a member of AITC and -all fabrication
(1219 min) or more. nailing of wood structural panel particleboard and shear walls, refer to and ails
for wall sheathing may be common, box or casing,
load per square loot Provide adequate shoring and/or
bracing where structure has not attained design strength.
S. All structural plywood SWI'be Structurall or C-D grade
shall be perform In otoarridance, with the latest soon of
*
*Timber Construction Standard by AlIC. Lumber shall be
3Common or deformed shank.
4COMMOn. I
it.
:=101.1:00-�S=Itaw
I
11'. Construction *Sid
with exte or,' glue unless noted otherwise and oonlam to
PS-1 91 Each shoot shall be Indentified by
marked with onAITC quality mark indicating conformance with
tho *Stivetural
siding or casing nails conforming to i he requirements of Section 23043.
IFFasterter, 3 inches (76 min) on center at exterior edges and 6 inches (I 52 min) on writer at intermediate
documents identified as Set"' on any
or ON shoorts may be subject to review. This review may
registered
stomp O.F.P.A. or A.PA
commercial standard Clued Laminated Lumbse.
spaced supports,
i8corrosion-resirtant roofing nails with 7/1 0-inch-diameter (I I min) head and J I/,- inch (38 min) length for 112�inch (I 2.7 mm) sheathing and 1-1/4-inch (44 min )
- - - ,
-it � i, _'io ' ' - - ' - ' ' '
result In Changes which may be -made to this plans prior to
the. issuance of the final construction $at Which will,contain
,
9. All bolts bearing On wood shall have standard out
5. Clued laminated mornbers shall b* accompanied by a .
certificate of inspection. ,Contractor shall I Of
boor expenses
min s on n on m g 0 c'no"'so, see " Zo""
on " in "' "o
c ,
� ,2 " '
g" to' �" in. ' " 0 if I �i`alll -
3 es vt no , i c to' , � m ) I g" I
n OC in C on inch (21 0 an Or -incl,11.7 min s'" " 4 ' 1112-incl(38 -in) length
0 '056 a I "'.* b 11 MI I - df I ,',- '
(
io � _=b (� rmo) -h .' in co -tom"! to f(s I m .11 0 Section
9Cf " i'l' "' " g
O it g e .3.
� "2 )
o" ba
- -
no Old Set ,designations. Construction documents identified
"Bld
washers under head and nut unless noted otherwise.
,
inspection and tests. A certificate of Inspection shall be
submitted to the Building Do
ex "' ,
(4 ) "l-hes if h i t it
i.p.. I ' , _ h " 2 9 � . ,he 1. di, coo e Cat
O - . ris r 16 in - --) f ( I 0 ra-) I- I .., i 9 ec. fih p ... 1, ..I_ -thorwi . marked,. ,mg., finish nails,
ac d , 2 ram� it a c O� ,i 1, in , �( sup ,�
in ii. .1 (315 ..) el i-r-Od, O
sp c c 15 - p - t el c �
(
as Sol* Orli -not construed -*a being the completed -or
f ld not in any way as used as
10. All metal anchors, fasteners'and oonnectors oft. shall
*SIMPSON
. ,portment . ,,
6. The fabricator shall submit complete shop drawings to-
, , I. 2
I, p. 124 1 ..) , � .i.,h nail's spaced 6 inches
... I sup it., a i , Otto, 3 W , tippoir..
n iiii. ,
.eh.s (, 0 (3a, it or , , ,�5 in.) . ., ,_ i , 05 ..) .. iii,tirm
p I d . . (
n ane c g
. such. I I .
be from STRONO-TIE'substiMions must be
PrO-approved In writ! by ESI/FMI.
rig
Building Department and "Mark Dosigne for approval prior to .
.
� .
�
'.
I I
fabrication.
.
1
12. All guard rowi and hand tells shall be designed to
Withstand 10 lateral load of 20 pounds per linear foot I
11. All atruattiral lumber shall be Douglas Fir -Larch, 19X
I
I.
.. +applied horizontally at -right angles to the -top ralf.(W� po,
MOWWIA, COAIUM.- Of the following. grade$- unleaw. noted . �
otherwise.
. . � . __ . . � -
7. All glued laminated booms will have a standard comber
. .
for commercial). � �
2x4 studs (tip to 1 O`) ...... "Stud Grade or better.
based on a radus-1600 u.o.n.
MANDATORY MEASURES CHECKLIST. BESIDENTIALKnLe I of 2) MF-IR
13. These plans Ore, intended solely for the u80 Of the
2x� studs (civer I O-) *Construction grade*
. "'Standard
& Parallax PSL 2.OE by truss joist Macmillan per NER i92
_
owner for construction and are expressly not Intended for
2x plafts, I grade or beftee
Fb-2900 PSI, Fv-290 PSI; Est2.0
.
. Note: Lowrise residential buildings subject to the Standards mug contain these measures regardless ofthecompliance approach used.
us'* in marketing. Exterior elevations and other details on
these -plans are Only a representation and may very
2x8 studs No.2
2x joist - No.2
9. Provide multiple 2x4 squash blacks under -bearing point
Imns marked With an astoorisk (*) may be superseded by - stringent compliance requirements listed on the Certificate of
Compliance. When this checklist is Incorporated into the WWI documents, flit fialium noted Aolt be considered by all panic$ as
. .
significally from the actual Construction. I
I
'STRINGERS
food from above to top plot" below at floor toval,
.
. minimum component performance specifications for flar mandatory ineasures whether they are shown elsewhere in the documents 1,
'
. J I
SEAMS AND :
. . . .�
10.1rass Joist Macmillan products per NER 119. NE.R 126..
or on this checklist only.
- ... .. .... .... ,, ,, I ..
, ,
1 14. Slob On grade requirements to be per the soil
engineers recommendations ebletv The slab on arad- is a
.
'
01,0 and smaller 1110.1
NER 292, NER 461. -
4
111iStrUctiOns: Check Or initial applicable boxes when completed or enter NIA if not applicable.
non structural Item and thbWors . has not been designed by
structural engineer. .
1 5- In the event Of oarifflot .Wiween the architectural
I general nos and structural �gensral notes the more
stringent requirement shall govern.
. REINFORCING STEEL
1. All reinforcing shall be MtM A-615-40 for #4 bars,
and smaller. All reinforcing steel shall be ASU"15-60
for . #5 bars and larger. W~. wire fabric to, be ASTM
� A-185- LOP % spaces, V min. for structural .01oba all
; 10WOrcing #5 bars and larger to be A-615--.W
. .,
2. All bars shall be deformed as per ASTM A-aS.
. 3. All bars shall be .cloon of lopeo flaky rust, oftse or
Other materials likely to impow bond.
, 4. AD bonds should be made cold,
I
�
. 5- SPUCIng,-Of bOr.3 shall have loging of' ,Mftj, 2' min. in
: Oil Continuous reinforcement of' ooting,and concrete walls,
�
;. I except as - noted on plate... masonry . reinforcement - "I.
. have IOPPI" -of 4.00 or 2- whichever is greater.
; 6. AN reinforcing bars *half be accurately
G"d-$*Our*y,plocod before pouring concreft.
I 7-COncreW Protection for reinforcement shall I
be at least to the diarriater of "bars; cover
. shall be as, folloos-
A. Poured again earth _r
8- 0wied against form Wow grade -2*
#6 and larger -2*
� . '.
� #5 and smaller -W
I C. Formed slobs, -1.
D. Slab* on grade (from top of $job) -1* I
� E. Columns and boams to Indih, bars -r I
F. W0110- exposed to woOther,
. . . #11 004 smaller -10
#14 and #tS -Ihv
�
11-
I
�
I
.
CONCRETE . .
1. All concrete shall conform to the latest edition of the
,
402 and larger Ro.1
6XI "and 8x NOJ
.
posts and timber NOA
roof Planking' and docking earn. dox
bo&.d shtg. and stripping sultablet for intended use
10L.M.2m Y". EK 3WA" 13C__
L=Iia
Sinoo,/Ropow"
2x4 FS-1130-1610 PSI � .
2X6 FO-1140-1310 PSI I
2X8 FB-100-1210 PSI
2XIO � FB- 90-1 105 PSI
I
2XIZ' fe- 87$,��ioos, PSI I
2X14 ' FB- 7*11- $05 PSI .
08 FB- 11`40 PSI 1
US -FB- 1050 091
010 It- 1060 PSI .
012 2 F8- 1100-PSI � .
4XI4 FS- 1066 PSI
.."AXIS #Z FS- IM PSI
4kfb '2" Filsor IA PSI
6X12 12 FS- 1307 -PSI .
12. AD nailing to be 0110, table # 23-0-81 of the 4otod
Uniform Building Codo. unless noted othorwiso,
13. Plywood floor and roof sheathing shall be laid
continuos, over two or more spans with foco*graln
plitpendicular 'to suppoft (unloss shown otherwise). Sta9W
411 plywood panels a min. of 4'. .
14. Whenever lateral bracing of web member In trusess is
,required the lateral brace must and on an exterior bearing
..
wall.
It. Fenti%vontrootor shall ppovide backing as re.quirod.for
_ ." ..
- . � .
aft: light urest cobirieft, Wardrobes, 1. t . *wet bars and
fthidiall as required and requested by, general contractor.
. I .
16. Exterior wood' and Columns Isepaded by a
46nerstat slab shall be installed a min, . 11* above exposed
earth and at least 1* above slob on WOW Post boses.
I 1. Provide double TJ a or double TXs blacks when 16d sole
Plate nailing is falls than ro.e. at shear, wall abov*.
12. Refer to truss Joist Moe Motion specification for drilling of
holes through Til web. I I
I
F0UN0A7I0N/S1TEWRK . �
J
I
11. . .1
1.,Thet foundation, do* � Ign is based on the foundation 1
ifiWOUgation by sell ropod submi1tt#d: . I
Per :
Project NO.
I . Date:
2. The allowable *OR boating value is 1000 PSF for continuos
foot4n".
'
3. AN sits preparation, #)%pation'and,00mpacting shall be
.
46A* under it � 4 supervision of "I onginial;.
4. Separate permits sholl be obtained for *4 ferion and walls,
as required. I
t
5. Provitle notil-expartill" fill as requiriodito W40 pod.
i �
S. Surface water will drain away from building. Droinage shall
be, 2X from building to *well One. Swell lins, shall drain at
min. IX from mar of 1ulkling -tor- *best, -- I
7. Them shall be no utility trench near the building foundation
which extend deeper thart a 45 dogiroo, H . no proje . dilid down
and away from the bottom outside corner of -any looting.
S. Provide 6 MIL. Vaqueen o.n.o.. -under " (Exemption:
Grade, slab as recommended by soil report).
9. AN holdown anchors, post bases and holdown bolts slhall�
be tied into Place prior ,to foundation Inspection, -
10. Place, 20'-e robor in foundation at'sorvice, locations.
Stub up robar obov* the floor by slootriti- sorAce, matters,
11. For location Of control J014ft, refer to the foundabon- plan.
,(Zip strip or equal). Min. of 2(Y-W *& each way is
recommended.
12. Driveway paving shall be 4" Portland cement concreW(S
sacks,mlh.)
13. For post tension slab. refer to approved plans prepared
by others. . . �
14. Minimum slob, roinforcemont and pod reqVitement-sholl
conform to the soft oninoor's recommer446-ts, u.o.n..
.
I
DESCRIPTION
-
DESIGNER
ENFORCEMENT
_
Building Envelope Measures:
* §00(a): MlitimumR-19cisitiogiasuillation. ,
�_10
§150). Low fill insulation intunifitchirWa, laboterl R.vabig,
I
- §150(c).Minimarn R-13 wall insulation in wood franned wallsoroquivalterAU-Pactorin molill flamirwalts
(tiocitnit"Plytosit-er-lorms" walls).
R-Q�
__
* §1$0(d)'. Minimum R-13 misedfloorionotationin framed floors.
___ _�__ _Ick
§1500). Slab *tip insulation - wourribsorpition rate no grostordian 03%, watervaportrarksmi,sion.rato
'
,
no ramer than 24 pigmintch,
§118: Insulation specified or installed motna insulation quality standards, ladicatc,"candfinho.
I
__W_
§116-M.Faitsmition Prodacts, Extinior Doom, and latittrationtoxftttmtionControb, �
� .
1, Doom and windows between conifitioned end unceinifitioneel straces designed to theitair kabp�
2. Fcmfttion Products (OXCW fidd-filiderted) forgot label with caused U-Painar, oardfied! Sol" Rest
#
own Coefficient (Suoq, and infittration costifioatica.
3. Exborkar doors and windowswalborstrippod; alljoints and perssrations caulked and sated.
I
§ISOWI vapor beirrim Mandatory in Climate Z*nw 14 =it 16 only. - 11
1
- -
f
§150(f), Special itifibration barriabiutalted to ctreso;ily with § Isf mostacommissionqualitystarodards. I
§M0 10,11,11VIOR Of Fireploect, Decorative Gas Appliances and ona Logs. .
1. Mosterry and hictory'built finepum have:
I
.
ri.Closcablemetalorgliere,door �
�
b. outside air intake with damper and control
#
.
C. Flue ofaroper and control 1
2. No oitnitimous burning gas pilot lights allowed. , I
-
. I
-1 ____
:�pace Sontlitioning, Water Hosting and Plurablag,�ystem Menures.
-
§110-1113: HVAC equipment, tarterbeators,showathes4irsid fluroftoadaedby thecommission.
- ,
* . I
_
- __ __
§0*): Hmti0g"&OrCOOlia$$Dafto"latedinacco"cewithASHRAlr4SMACNA*rACCA�
---#-
§150& Sdbackthamostatonallappti"bttheatingaa&orc*olingw.wm-
��
§1500): PipeandtankinisUbluin
I -
1, Storage gas waterhoaters rated with an Snagyfaiftir less than 0.58 must be externallywrap . pod with
insulation having an installed thismal fesistanoti of P-12 or greater. .
2. First 5 feet ofpipcs closest to giater. heater tank; stororicirculating system, insulated (R-4 or greater)
.
3. Back-up tanks lbrsolar system, unfirod storage tanks, or other indirect hot water ranks have R-12
#
I
external insulation or R-16,combined intemaVextemat insulation.
4. All buriedorexposed pipinginsulatod in recirculating sections other water system
,
5. Cooling system piping below SP F insulated,
. .
6. Piping insulated betworat hearing source and indirect hot water tank.
-
UnlTorm W0411119 Cod*4 .
kEMPAPTION. rom or oolum-,%3 cppro"d wood with
"U'low"M .
" .
1 7. Concrete shall b I 0 designed end tested ,as- outlined., in
apses.,
11 natural resistance to dmy air t-;�-_:t-)� wood). Posts or
columns *49660 6h *One** plot$ am by existing '
I
. '
1. All mo ary work ,shall. tonformr 0 tho- latest edition the
Uniform Building Code.
I .
;
1 3. All 04miont Shall Conform to ASTM C-t,50' Typei`11* 2
.grade shall be 0 thin. Of Ir above OWeent ,;rcde per
U.S.C.Soc.2317.5. All isolated Interior 4Wd exterior wood
2. Concrete block shall be of sizes shown on architectural
�
,
use TYP* V cement- for soil containing d saiTZ -
posts attachod directly to oonctrots 001 be secured with
drawings ,ond/or *cited for In spoo.'s, and conform, to AST# -
:
. �
1001`140fitirction, of 0.2X or more. , I
. .
'SIMPSON* SP or equivalent,
.
C-90-86. Grad* "N-I* .
n weight units with max. linear
shrinkage of 0.06% Fmnt - ' I reinforced cells.
�
CERTIFICATE OF COMPLIANCE- RESIDENTIAL S
- _e I of 3). CF-I
,
.1. 4. ,rine, and coores aggrogat,li shall conform to ASTM
"i 1 C-33 for standar
. . id Weight conetsts and ASTM; 0-330 for
, . ". I I -
light welot,conowt.
.
17, Provide 2x4 flat headers, at all Intiodor noranating
- . 1
� .
010461008 UP to 3r In. width and 44 hoodors or- openings
. I
'
3. Morlor m '
. I Ax shoo be� composed Of 00_W OM .,W . "
* � __ .1� � at _
I
edsi� to socJs 4114 roi�
Project Title ...
Date
,
5- Ali aggregate sholl be oom,Wablet to "Son Gabriel
I � ,
up 'to M" in Width and 44 'heladers for openings 3- to $' in
width
I
*an W't- and .thr*a"P*ft_ $Wid and not W" thbrth Part nor
monit than I$ part lims, putly for typo *e mortar. min.
to . .
0S zF MC, F-A-mat4
Project Ad Building Ponnit N
,- I
Valley" (19W9014. The. shirinkop at 28 days not exceeding
.04X.
,
.
IS. Provide min. X* clearance <void
Interior- riontlearing partitions to roof space) from top Of 411
oad *spirig framing
compression strength to be Fe-20M Pg.
4 Grout mix shall be composed Of one part Portland cement
- ,tf".rA A NA , 6A
. Document or to , Plan Chook/Unte . *
�Jw 't, Ilt %. r. GtOA t1wo-moz FiclitCheckiDati,
6 Dry Pack should be composed of one Pori Portland-
Cement to not More
above.
i� 2.1-3.0 Max. parts *and and root too then two parts poo,
mail. llft-4ii-00
Compliance Method (Package or Computer)o Climate zone "- --
V --'O---., Agency Us- only
0
1 than 3 pliris of send. I
I
7. Anchor bolt$, holdown bolts. dowels, Inserts, atc.,shoff
19. All exterior wall* oillfooent to vaulted color 4 be
igs sho
balloon framed with continuous suds to bottom
gravel, girout special insp
,octione "I be
requested for hlo'h OR grouting, min. oamprailtion strength to
stnitriow to
. . . � � �
� �;, I ,� �
be sftu ;
. rely tied in place priar.to pouring .Concrete. .
chand of
truss .or rafter.
I* r4*2000 �P$i.
I
I B- C"Craft $boll bill Cured by keeping continuously vrst
for 10
20. When Plywood sillft is used as an aderior or Interior
S. Itirovide, dean out oportinga I
at bottom of ON vertically
"Is if
GENfERAL INFORMATI N
. � �
)
"7 �
? 7
days Or by an approvilid curing compound. .
Wall COVOringt Provide solid blocking at any, horizontal joirift
gmited grout lift oxo"de 4'-V.
.
Total Conditioned Floor Area ft2 Average Ceiling Height, ib
� . ft
Conditioned
9. Refer to orchlitecturai. thiscHdrilcal electrical and �
PIU for misceitansioulg item'-$ to be
between sW0 Pkift 411"Id''OnY top PlOtt. 'r bar, metal shall
be used a exterior horizontal Jothift,
11
S. AN reinforchV'shall ,hove'o min. coverage of irgrout.
Slab Floor . , _ _ ft,
A����!
BuildingType: * Single Falrdly __X_ Addition
'
cost
Int floor depressions, pits, *to.
21. Install firtir blocks to cut off all horizontal and vertical
7- Saft shall bO grouted with I& Of groa between bolt and
masonry.
(check one or more) Multi -Family *
- __X_ Existing -Plus -Addition
10. S#6 architedutal drawings for location of expansion
Joints, Vto., for concrete wolks, ,and globs. *
draft Openings; between two stories Ond roof oft spaces.
Fire block "! be of 2" nominal thickness. Location of lire
� .
& No Pipe* or duct sholl be placed in moserity waft unt"s '
spealfilioNy noted detailed.
.
Front Orientation: _S N.M/Satlth/ sl/Wesl/ All Orientations
�� I
I (input fro-4toricritation in degrees from True North and circle Ono)
Number of Storkes . I
I
I
I I - A concrete with re greOW than 2,600 PCI shall
hOV0 800cial inspection Per Sootion 1,762 Uniform
block$ Sh011 lftkidk
A. Stud wall at furred soffft, *elung 4dnd floor
I
:9- 00*0111' I" COACIOW for 1111101*1117 WONS shall be the
Number of Dwelling Units: . . I
Floor Construction Type:
__ �
of
Building Cod* unless noted othoWwo.
1*400.
S. Around topo bottom $Ida and and$ of $Ddkg '
812is and spocing as masonry wall reinforcing.
Slab/A&jLe_dFIoor (circle one or both)
12. AN structural concrete, re-3000 pcI
All slob-aft-gra" F'o-2600 PCI
pocket dam.
C. Between Stair Stringers at top and bottom of
10. AN masonry, m-mapt venw, shoo be relrifor*W grouted
mosonly. grout call containing Nworcift
4 uio.n. Grout soold ..
RARIANTBAHRLER(recluirodin- 4maWZon0s2,4&I5) Required for this submittal _�Xycs` _no
.
All coWnuas f-tings and poft F*c2M PCI
run and betwalm studs in wells Wallol and
ON niftonly retaining earth up to r ObO" fetaining wall
BUILDING AMJWPE INSKL_h_,TL0 .
All c,ohareft sh.0 _%.
adloblina run stabs.
I I An -*"I t-*--t I
strength -28 ,day& 1111". ww"Firemonre, I I . tv 11111 - masonry walls not redining ,sorth -
2Z Faste" of - multiple mambers, . "I be located in the, center of the Wall, uA.11. 1
13. Concrete for slab on grade shall have a � double & triple joists; 12, Reinforelng shall be $saw ,old and bwod in pleco to
* h
slump. Oar ASTM C-143, 6 Woks co max. of 40 of 15d nail at 121 *.a. staggeirod � Prevent movement while placing masonry.
_
I cartersto. Cement ASI;M C_10 TVtmont per cubic yard of (both sides for tripil"). - ,
I Or 2. four or mom jolsts; 13. Masonry to have spocklil Inspection W Section 1702 of
_� STRUCTURAL STEEL X*O m-b's Ot Ir O.e. Staggered. I USC When specified. . .
- ' 4x or lorger !boom*-.
1. The depieSon of Oil 1111111C0114110OUS fabricated metal O.,c. staggered. WOOD TRtISSES
Products Shawn hereon or* not intended to be used as 23. All rough 'or r"Oh 1. Manufadmw $1`1140 sup* � to the architeWenginser wW ft . .
fabriCaUm ShOP drawings, Metal fabricator, shall be WRIll'am t6 be free of groding hulm6n. AAM14mijifti, � t-1.4t-
�
Component
Type
-_
Frain-c Type - -
wd = wood
ad = 4t4l
- __Cgvl�
Insulation
R-Value
Sheathing
Insulation
k-Value
I
Total R-
value,
.. My
. - ... Factor'
LocaltionI.Comments
(attic� garage, typical, etc.)
I
wall I
wait
-
-
R-13
-
-
.
_...
��
,
-
__
I Roof
0
--f
R-30
-
�
I �t
�-
-
-
I
R-19 ,--
-_
I
I
- . 11
��
I
Slab Ed e
-
I
- I
-_
- - --=
re's 1111COMP laws aria Ir" of heart emt4r. � V mum ww gruwalp Tor I -1- A -YAM' . I - -t -,,;,.A IP- . ,
MMUSUNUM Sul, - ms cavity R-valu
t ... to- I't
I
. - P"ar" Tor 00 Metal fabrication design in accor&nco a 41 Prior to fabrication AD calculation end shop drawings inaii,06 mouirem Pakaeo_
,
with Off national, BtOtO and local *ad" and pact" as 24. All hanging joists shall be hung with 1SMpsW LUS r1lotbe a". by a California registered professional
well 03-tho American Institute Of Steel Construction and hOrtgam tLo.n. and 17T for T41's u^n. engillet0r. it shall be the to I .
4 "WbwW . doeturer to
40pia I of mom FENEST ON
any other industfY standards An metal fabrication designs obtain Building Departmont for ooltulations, and RATL
,
ore to be submitted to approved by local; Building 25. All bearing walls on a wood floor oto to be Supported shop droilrigi orlor to fa *ppr
ins #... n- W" AA.t� brIC&Ion
r__ PurilmOnt responsible r project prior to
� fabrication. AD dimensions. details. ate., ihown hem" are
intended to be schematic this
jvm*. or 1110110 ummng U.".
,
26. All boome, to be supported with full beaft u.o.n.
I .
2. Truss" shoo be designed in accordance ,With the W
1,
and design is to be varifted
With Oil afflicted subcontractoria, field conditions and -
I
V. goof ,
sheathing$ to Continue tinder California
.W I � -
local Wdift C66 fair .611 loads imposed, Inchiding lateral .
I I
requirements Of Oil governing agencies and standards.
Fabrication and erection of sub
.
froming.0yo).
14411111111 Will Welfhartioal equipment loads
. .
"
structural stool shall be in
oc'cordcnc* with specification for the ""n, fabdoi
�
and ere'diort Of stfuctuP-01 at"I for buildings
28. Apply shear wall plywood pdorto all bo*-ouft,
fur -Outs, -soffift or any other framing that may interrupt
3. Al oonnectors, shall be IC80 Approved and of adequate,
strength to resist strimses: due to the loading involved.
�
current
edition. Stool to conform to ASTM_,36.
continuity of the plywood.
.
L
��
2. All welding shall be performed by cortitiod welders, ust
. ng '
the electric shielding procoes a
29. Provide furring 00 needed to align non -shear walls with 1
shear walls.
4. Total load deflections shall be limkod to 1/240.
, , onfo led to
nd _ .. _
a rm
Spealiffoo6orist, Etoxx oloctrade,.
� �
30. Orovido 4x or double 2x members under sole plate
L
._ be, �pr"ldod and 11
4, Cr.os a bridging and/or bracing shall ;
detalled 08 required to 4*doqud* brace an trusses.
I
OAZI-N--Q W-PRLAATION
,
Now, Sri sq'ift,
,
LalS feln0ved; N /-A sq./It
�
, No, C5 5 $41A .
I
-
I �
or 1 to 1/0, min 5% opens
:
. ALLQUAL GLA7RI116W -r-Ittiks
I nailing at 2-0.0. � I
fenestration
nTe/POS,
' Orion-
tatf0_n
Area
__J6_
_
Fenestration
U-Factor
-_ _____ -_
Fenestration
SHGC
Front
.
. �
6.
a
iss
,
.40
Front
Left
.
-
I
1.2. �
.
� _�_
Loft
Rear -
.0
I.4
-
� -�+
i
--t
Rear
Right
15
q
, �
-
I
, .
I .1
I
Right
S!S)�ight
�. .
-
.
-----i
�
I
=_=!H=
I
�
I
r �
HVAC
.1 - SYSTEM HEATING AND COOLING LOADS SUIV
PROJECT NAME - � .. __
-
SYS 14AME -___
..,--.--,.., Addition _ I __
- I
fflfiL , 11i Mn
N-EE-R-ImG cmEcKs __ YSTRM
_�__1_____+_ ,-,-- !
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Total (Stut) 70�0�;Ij
.. .42!" ._____.__1____ I
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.!� �%# W $�Y$t- �
� Tom Ouw (Stuh)
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. -io-WORWOO-)
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� Total output latiWon)
Total Itoorn Loads
Return Vented Lighting
R*Wm Air Ducts
Return Fen
ventilation
Supply Fan
SupplyAlrDucts;
-_ __
DATE'
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C: LING .pK I - ___
J:CO1 0 - __1 !COIL HTG. PEA�K
FMt=6�T n '[�F:M So sible
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0
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INS E"80no - - ,. ... 45.3M 10,206 I
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5.70 - - -
AkftW (ernurron) I �
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I- I (Adlitshid(wPoAD"kneontiftna) E:�� E EoAi I
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Out" Air (datIstift) 11 . � 0.W I - - i
'�_ TIME OF SYSTEM PEAK
Note. *111111110 4kt A01 ... Ant- . E_iln 12amf I
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33.0 OF $9.8 OF 690F m 1000F
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Outside Air
0 erhm ,
, ) Supply Fan Haas" coil
4 � 1905 Clint
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Me OF
SS.3166.7*F
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Outside Air
0 dm
7& 1 / 621 0 F
h Return Air Ducts 4
78, 1 / 62.7 OF 78.1 / 62,7 OF $5.8 / $4.5 OF
4_1 1
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. 1905 clm
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MAMATOIRY MEASURES CHECKLIST: RESIAE-NTIAL (Pat. z.f i) W-1R
*
Note: Lowrise residential butidisgs Subjec, to lire stliallaws "HISI'Mistoin, these measum "Pirilk" of the compliance spirmach used, ,
Itinn$ markod with an uhirisk'(0) may be supossc&4 by n%oft tidapat complivw pirlitimpints Iiiiedim ibe Certijlcste of
Compilimet" whe'a Wl$ dwitihn's'lloorPentiWfaba thar licit"ll 40cuttbtftts� tht AMUM 401ed shall be considered by all parties as
millimant component perfintriance spec"ficarbons lor ft Mandatory measures whether tbOY Ut 3110wit elsewhere in the do"moms
� r on this citiecklist only. � �
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Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable.
Air Ducts %J --�
. 104.1*F
LBD_0_M_6_j
70,0*F �
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11 A, 4
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Instaflation Procledures
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Wpply Air Ducts i �
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L - . I Location 2 may offer
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65,9 t 54.5 OF I .
advantages to the builder during construction of a new house. Before the
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[___k0::0_-M-5]
roof sheathing is applied, the radiant barrier is draped over the rafters or
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42.4% R.H. I I
trusses in a way that allows the product to droop l- 1 /2 to 3 inches between
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1 78.0 1 62.6 OF * � .
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each rafter. - I � .1 . 1. I I I � I,. . I I
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To obtain the best performance with radiant barriers installed in Locations
. 11 I
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I through 4, radiant barrier material should also be installed over the gable
ends. For attics that are open to the space over garages or carports, the
. I I
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.
. _.
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Radiant barriers that are reflective on one or'both sides may be used with
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any of these locations. However, if the radiant barrier is reflective on only
:
one side, the reflective side must face toward.the main attic space for
.
Locations I and 5. Since a surface facitig,downwards, is less likely to have
.
dust settle On it, it is also recommended that. the reflective side face
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downwards toward the main attic space for Locations 2, 3, and 4.
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. ..1.11 � I.. .....
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Sifice pron attic venting, is i f� �1,*.;_ *11- I- _4&__:_ r.L-
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DZSCRIPTION -
;.__
DESIGNER
__
��EMENT
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I Space Conditioning, Water Heating and Plumbing System Measures., (continued)
-
* i I so(m� Duets 004 Fan$ .
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I.All,dummdPtttiumin"W,'SUW4ndiftt�ted%oiMntk"ftor crilut I99gCMCW1&U
. .6a
601.603� 604. and Standard 6-3: ducts insulated 10 installed
A rAfidft" level oflt�4,2 orencloged onfliallo
in Conditioned Space- OP011111811 "I be stated with reastiti, ratio, *WWI Miser, of othaoh, 10
t-c we
Oinin"thAtmittrultitairplicobtere
. quatmansofUL Ill. UL ISIA.or UL 1818. iforistiorstaper is usard
tO-11OPO"butiff-thati 114 inch. aworabigogion arm.fle aid oithe, Most, W,itie shall b,,,,L
Buildiftgcivitie$4Mno4beu*dt�or"ftvey'4';"dMW*.W)Atsa"d$"=OfdUCt,,W.*Ad
!Wt COMPOMIS shall not be sated with cloth back mh6 adhesive duo tapes unless such UPC I$ Used
#
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In combination with Inalle and drsvibinds. 1
1 Exhaust tho, sotems have back draft or trummeric dampas,
. .
3. Gravity ventilating 10titans $mint conditioned spot have tMer airtainatio or risedity. Accessible,
manuill, raw data .
0 1 14: Pool and Spa Hearing Systems and E4ulpowit,
-
L System it Conflict! with 781A thquirmlefficiency, ork.offawitch, w,,thapt to If int t a"
electric mistance histring and no Pilot light � 00 Perot as a me ion no
.
2. System is lostallodwith: I
a. At toast W'ofiripe between filter and heater for figure solar hearing.
� .
b. Cover for outdoor pereb, or outdo? Spa& . 1
3- Pool SYMM-has directional inicts and a virculitbat pump, rina switch. .
__ �
" '$' Gas fired central fith"'Oes- Pool hesR4,113- SPQ Inestert or household cocking appliances have no
'
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I coating buirda -- -, - ---- -- m.etectrieal 22altur agothurces, with vilat -c lit kt-00
.
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Lighting Measures:
§001W.: Luminaires for general lighting in kitchmiluill have limps with &a officity *r'40 lamonstivau
or for
wester general lighting in kitchens. This 94merat lighting shall be controlled t,y a mitch on a
tevilitir a"casiblit 1111th22munt"el it an entroaft-to the ttgLm. . � I
#
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# 150(k)2,: ROOM with At shower or bathugirtaust have tMerst hast ow himmairt with
I
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*frtcacyot4OtumeWwtltoltm%ltt$wi,eWatfttwmgetoibtr*OM of onoorn, �:10.01.*.!1.1"m this
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.
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� CONTRACTOR / OVVNER SHALL COMPLETE FORM CF-6R INSTALLA:
.-AND - CATION
- . I I VERIFY SIZE, L3 ,-DUCT SIZINGAND,CWOR,EQUALLY.
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# Be especially careful with electrical wiring, Particularly around t
I
junction boxes and old wiring. Never staple through, near, or over I
;:
electricalwiring. Repair any obvious frayed or defective wiring in �
advance of radiant barrier installation, �
�
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I . * Work in the attiobnly when temperatures am reasonable. , �
. 0 W,6rk with a partner. Rot only does it make the job go faster, it ' �
. also .
I
. I ... 1. . . . I I means that you'll have, assistance,1hotild a problem occur.
' ' I .. .
I 1. . is If the attic is unfinished, watch whereyou walk. if you step in the I I .1 ..
.
� � . I wrong place, you �'could fall through the ceiling. Step and stand,only
� I . � I on the atfic jOists Or trusses Or center4 a strong moveable
. the
. I pbooft itisomic A"My I - I Working surface. '
I pol &Fkn 00A $000", � ADDENDUM TO: � � 0 Watch your head, Inmost attics, roofing nails penetrate through the
11 acivike~101111" I underside of the roof A hard hat may be of some use.
poo.soxi"40,10) , CERTIFICATE OF COMPLMCE FORM($) I
. I Swo At^ " kfak__ _ : (TWo 24, fifter%ty'Regulatitions) - , , - , * Make sure that the attic space is well ventilated and lighted. -
. ("44414M - Do riot COVeratlY Teceftbil ligha �ir vents With radiarif barrier - �
I ____ - ", � � __ I N I material (attic floor application). .
.
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Pimied p4ft CIIS& NO: � � . �
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PrplectAddress: -, . * . Sub No.: I � I
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THIS FORM IS TO BE COMPLETED BY. A QUALIFIED ENERGY CONSULTANT � . ,
. OTHER THAN THE ENERGY DESIGNER - I I .
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. I � I have reviewed the caloulations arld drewkigs, for the Owe P*d And W both to be In .
. compliance With " EVIMMMIC10incy Standeride.and Adminisitrative floquiramoift at the I
. CalNm* Code PtORallorsi Tlio 24, Parts 1 and 6; and the'nim sUinprit I
�
I stafidaids 0-OROWd by Assam* BM,970 *41l, an offectivo date of June 1, 2001. 1 � I � .. .1. .. � . - I—. � � �
I und!!�"I* was perkirmed as tepresenteliviii for the ontarcoment ageri* .
;.,
. ,_ of ._ . &47 Sd* W41M - . . . . . �
. 1. . . PAPW . 1, * ).A . �
I : - I It .. � I � � Date. , I I .
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P ' I "a'"'. . Ie' , MA&L I I I
�N CERTIFICATE - . _ Tlde.� 1�
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'.�, R : - Abu ex - ". � Lkeo6XAd - Phone Na.: � . I 1, I . ..
,,:91VD.�.._ , " - .-
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CERTIFICATE OF, COMPWANCE: RESIDENIIAL (page 2 of 3) CFAR � '
I
_.- SOU11r, . lZM12_,CA146' . -
I-roiyl I life . 1 -6ar'' -7-. . . .
� � .
�IVA '�Y � . 1�
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1. , liyj�!n�rrbined hydronit data under Water Heating Systems, except Design floating Load.
I I Distribution
Heving Equipment Minimum . Type and Duct or .
. rpe (furnam beat Efficiency Location Piping Thermostat Heat purnly,
I Rome, etc.) (AFUE,ot HSPF) Nucls..attjc� etc') _. R-Value _....T I Configuration
- ype (split or package)
� FORNACE 0.750 AFUE ATTIC R-2.1 SETBACK �
-------- "
C ling Equipment M1_-i-U-__ Due,- - -
TVC (air conditioner, Efficiency Location Duct Thermostat Heat Pump
hcamnp� evap, cooling) (SEER) ...." , Ouie, etc.) R-Value Configuration
AC,SSPLIT- 8.00 SEER - ATTIC ,' - _E)2c (splitorpsic�N41 I
R-2-1 SETBACK
� -
11.
�i������l I
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b $ealed Ducts (all climaic zones) .
(osiallcr testing and certification and HERS rater field verification required) . �
�
,
I
� 11 TKV5or Commission approved equivalent, readily accessible
icarion required) .
(fritter testing and certification and HFRS Rater or field votir (climate Zone$ 2 and $- 1 5 only)
OR . �
. I �
i-
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0 AlteRative to Seated Ducts and TXVs (see Package C or D Alternative Package Features for Project Climate zone) �
-
Climat Zone Window SHGC Window U-Factor SEER .. Heating .
__13 #40 .-Sm
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Energy' External
WaterNeater Rated' Tank Factor or - . Tank
.... TNtic Distribution Number Input (kW CVacitY Recovery Standby' Insulation
.... Type - iasystcm Or Stullit) (0.11-0 Pir-;., I --- 11 _.. R-Valuc
- WATER HEATER TO MEET MINIMUM'CEC' STANDARDS,
t- Fors""1193"Otalic Wlitc(hcaters (rated inputs of less than or equal to 75,000 Stuthr), electric resistance an beat pump water boaters, list.Eoogy ' � '
Factor: �" li'le Ps storage water heatm (rated input of greater' . 4 I
For inv,tionetris gas water boaters, list then 75,000 Btu/hr). list Rated "'Put- Recovery Cnicioncy and Standby Loss.
. rated input and recovery efficiencies, .
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�_PECIAI. FIAT11RES fadd ,,tL, sheet$ ARO_cessarv)� Package I C and D: TXVs or Commission approved .
'equiva tent, Soiled Duets, Radiant Barriers (see installation requirements for radiant ba
(lie 1999 Residullial Manua)), Package C,
. thermal mass (thermal mass type, covering, ,hic rr:iers in Section 8,13 of'
kness, and description),
. COnrloamrAddress: 7t1fitIlit _F ' C
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CERTIFICATE OF COMPLIANCE: -RESIDENTIAL (Pap 3 of 3) � CF-IR I q
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COARLIANCE STA=E,NT . I . . ..1.1. : : I . -1 1. .1 1. _ I
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This certificate of compliance lists the building features and performance specifications needed to comply with I I � . .
T-itlp- 24, Pam I and 6 of the Califon" Code of RelAtirtiOns, end the administrative regulations to implement : I
them INS certificate bas beonsignedby the individual with overall design responsibility. The undersigned I I .
.
I
recognize that *=01'ance using duct sealing and TXVS (Or Conuirlission approved equivalenty requires installer . I
testing and cOrtificlation and field verification by an approved HERS rater. ' � � I .
. . . .
�
I . I . �� �� I
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- � Designer or owner (Pa Bmitim and, PrOfi*siOns Code) Documentation Author
I
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Name: - Name*. JOE MAM � I
. Title/Fimi. 0 W t4 % R, - - Title/Firmt. Owner .
Address: r, � - J .
- , I MARK DESIGNS
11" I � / I . I I .11 - . . 11 1, � . . .1
- Ahlra &SUt 1 9A - Address: " .
. , 24451 Mucla, I
Telephone. � Mission Viejo, Ca. 92692 .
Lie, M . Telephone. 1 62 � I � I . I
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Enforcement Agency . + 21#45
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Name: e-,ffY OF. �� A t4 &, It 1 1
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Title, - , I . �
Agency., - 11 11 I I .
Telephone: - 11 =________ � I I __1
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REVISION$ I BY
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