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1 T. FLOOR 1EXJP P.
EXISTING: 921.50 SQ. FT.
PROPOSED: 450.0,PSQ FT.
TOTAL: 111 1 I" SQ FT.
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DQOB -W.I,UDQW SQJEDULE
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Wall covedog shall be cement plaster, the or
approved equal to 70 Inches above dralh at
showers or tub with showers. Materials other
than Structural elements shall be moisture
resistant. Glass enclosure doors and pan"els
must be labeled Category 11. Swing door
outward. Not area of shower -feceptor"shall be
not less than 1,024 sq. In,. of floor area, and
encompass 30 Inch diameter circle, (807.1.3.
2406,2407, and P0412.0)
The dwelling shall have water closets (toilets)
which use no more than 1.6 Gallons per flush.
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Affmataials tO Match exisdaS
1. 5#
011
X 3'0"
SLIDER
2.4'0"X4'0" SLIDER
3.6'8"X3'0" ENTRY DOOR
4. 60"
X 4' 0"
SLIDER
5. 60" X 4' 0" SLIDER
62'6" X 3'0" SLIDER
7,60"
X 68"
SLIDING GLASS DOOR
20' 19,
501 0"
Ross St.
SITE PLAN
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................
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coN�ut�T,aN I•�
Pablo & Socorro Molina
1527 S. Ross St
Santa Ana, CA
'rerry Engineering
180 E. Main St.
Suite 150
Tustin, CA 92780
'ALLLLA
E 41
TRACT NO.
LOT NO.
A.P. NO.
1���GF�II�'�IC]N
43/44
013-181-10
t�UILC7INC�
LOT SIZE
6,250.00 SQ FT.
BUILDING FOOTPRINT
11311.25 SQ FT,
LOT COVERAGE
M/o
ZONING
R-1
OCCUPANCY
SFR
BUILDING TYPE
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SECTION 1
SECTION 2
il; CALIFORNIA BUILDING CODE
0 ` 4*s of 14. WOR
sold PtAN6
Or* IRMA
_0 wph.Ws 1� • t1 . 0.
WOW iris -xz
M4 MtM.0 ptti:
HSI
Opal NAKANO (it,
Mtn. �. iK4Ap► �iNal�#' �� ,
2Nalb spaced at 6 inches (152 Min) on center at edge$, 12 Inches (305 mm) at intermediate supports except 6 inches 052 min) at all suppo s where spans art; !
48 inches (1219 mm) or more. For hailing of wood structural panel and particleboard diapluagms and shear walls, refer to Sections 2315.3,3 and 2315.4, Nails
for wall sheathing may be common, box or casing,
3Coinmon or deformed shank.
4Cammon.
$Deformed shank.
6Corrosion-resistant siding or casing nails conforming• to the requirements of Section 2304.3.
7Fastaners spaced 3 inches (76 nun) on center at exterior edges and 6 inches (152 mm) on center at intennediute supports.
$Corrosion -resistant roofing nails with 7/16•inch•diarnetcr (11 mm) head and 11/2•Inch (38 nun) length for 1/2-inch (12.7 mm) sheathing and 1.3/4•inch (44 mm )
length for 25/32411011 (20 mm) shcathin conforming to the requirements of Seetion 2304.3.
9corrosion-resistant staples with nominal1/1¢-inch (I I mm) crown and 11/8-inch (29 rnm) length for 1/2-inch (123 mnt) sheathing and 11/2•inch (38 sun) length
for 2$/32-inch (20 trim) sheathing conforming to the requirements of Section 2304.3.
10pantl supports at 16 inches (406 mm) (20 inches (508 min) if strength axis in the long direction of the panel, unless otherwise marked). Casing or finish Halls
spaced 6 inches (152 min) on panel edges, l2 inches (305 mm) at intermediate supports.
i t)panel supports at 24 inches (610 mm). casing or finish nails spaced 6 inches (132 rim) on panel edges, 12 inches (305 min) at intermediate supports.
111,00 01
coNNECTION
NAit tNQ1
i. joist to sill or girder to4f
3•8d
2. Bridging to joist, toenail each end
2.8d
3. 1" x 6" (25 mm x 152 mm) subfioor or less to each joist, fare nail
2.8d
4. Wider than i" x 6" (25 mm x 152 mm) subfloor to each joist, face nail
3.8d
5. 2" (5) min) subfloor to joist or girder, blind and face nail
2-16d
6. Sole plate to joist or blocking, typical face nail
16d at 16" (406 mm) o.c.
3-164 per 16" (406 mm).
Sole plate to joist or blocking, at braced wall panels
7. Top plate to stud, 4 d sul
2-16d
8• Stud to sole plate
4.8d, toenail or 2.16d, end nail
9. Double studs, face nail'
16d at 240 (6 10 mm) o.c.
10. Doubloo top pplate$, typical face nail
lap
16d at 16" •(406 mm)'o•c.
8.16d
Double top plates, splict
11. Blocking between joists or rafters to top plate, toenail
3.8d
12. Rim joist to top plate, toratali
8d at 6" (i52 trim) o.c.
13, Top plates. laps and intersections, face nail
2'16d
14. Continuous hea.Mr, two pieces
l6d at 16" (406 rom) o.c, along each edge
d5. Ceiling joists to plate, toenail
3.8d
"d
16. Continuous header to stud, toenail
3.16d
17. Coiling joists, lops over partitions, face nail
3•Ibd
18, Coiling joists to parallel rafters, face nail
3.8d
19. Rafter to plate, toenail
2.84
20. 1" (25 trim) brace to cacti stud and plate, face nail
21. 1" x 8" (25 min x 203 Min) sheathing or less to each bearing, fact nail
2-8d
22, Wider than 1" x 8" (25 min x 203 nun) sheathing to each bearing, face nail
3.84
23, Built-up corner studs
l6d at 24" (610 nun) o.c.
za. Built-up girder and beams 20d at 32" (813 min) o,c. at top and bottom artd staggered 2-20d at ends and at each splice
25. 2" (51 mm) planks
216d at each bearing
26, Woad structural panels and particleboard;
Subftoor and wall sheathing (to framing):
6d3
1/2" (12.7 mm) and loss
8d4 ar6d3
19132"•3/4" (15 RIM' 19 mm)
$d
(22 •25 trim)
rtun
10d4 or 8ds
111g"-I Ile (29 ram-32 mm)
Combination subiloor•uaderiayment (to framing):
6ds
3/4" (19 min) anti less
8d5
7/g"-)" (22 nun-25 nun)
100 or 8d$
11/8"•1114N (29 mm•32 nun)
27. Panel sidin (to framing
6d6
1l2" (1.7 mm) or less
8d6
(16 ram)
28. Fiberboard sheadting�:
No. 11 ga.q
1/2" 02.7 milt)
bd
No. 16 ga.9
2$/32" (20 mm))
No, l l g�a
No, 16 ga.9
29. ln►erior paneling
4,00
1/4` (0A tarn)
6d1t
34" (9.5 nun)
1Cornnton or box nails -y be used except where otherwise stated.
The City has encountered a large Humber of inspection problems arising from a lack. 1f
specific framing details. The following listed items are required to be shown on the plans
(106.3);
a. All plumbing walls are to be framed with a minimum of &' studs.
b. Double walls used as plumbing walls are to be a minimum of 8" wide and no '"flat"
studs permitted. Staggered studs are acceptable,
c. Permissible notching and boring of joists are to be shown on the plans and shall not
exceed CBC Section 2320.8.3 allowances.
d. Notching of exterior and bearing/nonbearing walls shall not exceed 25%/40%
respectively. Bored holes in bearing/nonbearing walls shall not exceed 40%/60%
respectively. In no case shall the edge of the bored hole be nearer than 5/8 inch to
the edge of the stud. (2320.11.9 and 2320.11.10)
e. Meader and trimmer details for doors and windows are to be shown with full length
trimmers, specifying the size of the header and trimmer. (2320.11.6)
f. All framed buildings which are required to be designed by an engineer or architect
must be signed prior to submission into plan check
g., All stud bearing walls are required to comply with the minimum requirements for load
bearing walls. Show location(s) and provide typical construction details. (2320.11)
Note: Other methods may be used provided a satisfactory engineering and/or
architectural design is submitted.
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All plumbing walls are to be* framed, Portland cement plaster (stuo+co), gypsum lath
with a minimum of 6" :Muds, and gypsum wallboard shear walls shall comply
r with 08 $colon 2513 and Table 26-1.
Permissible notching and, baring of 010oi
joWs are to be shown 9n the plans and , a the piano • thatsh011 not • of ° '�
tlgrdwarei mast -.tip •� urel.
allowances.
�3 Section232t?.8,3 io'Uhbat14', 66peollon„
+)
"..• •. ""'""» . """","""•",."'
MW'0K 604 "M U
°"
AT NA1t,ilA
Notching . of exterior and
Note Oct the -plans that hold*down connector
bolls into wood framing require approved plate
L* MWT K
bearing/nonbeatin t waif shall not
9
washer `l, and t
i�, hold-downs dc)wns shall fee tightened just
(0)
M*f t� 04 �i 4 (Mitt) 1♦OH
AT 1r�►,�rf1 *.
exceed 25%/a0°/a respectively, Bored
holes to bearing/nonbearing
prier to 0avering the wall framing,
)A 1�► MW 06 VP406ft
to
walls shall
.
IV
_
not exceed 400/o/50% respectively, In
no. case shall the edge, of the bored
provide' lire blocking In concealed spaces of
ti
ti�R ti�INt!"'
ac
IFIa► !�
hale be nearer than b/8 inch to the
stud walls and partitions, including furred,,..
spaces at the ailing and floor level at 10
DIK► ti.�i► *
J
.
0/10
edge of the stud, (2320.11.9 acid
2320.11.10)
.and
ft. intervals both vertical and horizontal,
u0s #o ra W is 1J
r4ul
114 d op
of
(708.2)
14114 11W r
moo
1411JiM064
Header and trimmer details for doors
and windows are to be shown with full
0�1
r
2
t� 01
V,
FOUNDATION PLAN
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TO 1Sii`AR'C OF Wt)RK.
Amif}riNmiUow W=AR laii«AN�i A�iq
(S!l` O N- � All�lik` = (�'i'Rt�GnWAL NNQ )
F04 AN�''P1$"4NC=.
sty u Ax.PLANJ pop. ADDMO NAL la OWA.x0M,
.AM HA,JR1 W4101 To I)H 13x SWWON WXONo Tea WWI Ft"
t tM ANf?11013ING AS M CWW IN S. WON CATALOO
R4rnn10" , X tag Lo r� • 0)t MAT49"0,Q, V, l;Q,
EN3I A PAt+r A it A V>111t V1b" xiots4 5
9UA8iR'il,'lf � /4�'iTA>PIR 't'. �'1Ep �It3
MANOR= OW GMAT)
ALL HOLDOWN0oalU WO"Wo00AM KXcacorrc rs
AM JROU*WN HAWWAi S To lO SHOUROD IN MACS MOM TO
�olrrxnAng;��iloy '• .
�i AN$ t i Q ►i �7 'f"► Rt3 OVRR 0F1 =A boa "'�p!%TUi iA'T1 64tK, TO 2'Nj •$4t
IrRUIAWF ttotwlNa �'VvrsaArr'3t i1;.
"PORT)
COACi;'QlR A DOLOW SlAa TOAslast OVER o) )M.
C0hWAfTMW,y8TANMRV0R801LRVftX .
Molt To "V"10& length trimmers, specifying tiro size 01
the header and trimmer. (2320.11.6)
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REVISIONS BY
SANTA ANA POLICE DEPARTMENT
RESIDENTIAL SECURITY REQUIREMENTS
1. Exterior swinging doors must be solid core, 1 3/4" thick or with panels 9/16" thick. (8-210,A)
IN 1 1 0 LNOM
2. Doors leading from a garage into a dwelling unit must be sold core, 1 3/8" thick. (8-210,B)
3. Specit� that above doors be equipped with deadbolt locks approved by the Police Department (8-210,C) -
speclfy make and model dumber, T.
4. Specify flush bolts with 5/8" imbedment into head and threshold on Inactive leaves of exterior double
doors. (8.210,E)
5. Glazing In exterior doors or within 40" of the latch must be tempered or burglary resistant. (8-210,F)
6. Hinges for outswinging doors must have nod -removable pins. (8-210,G)
7. Strikeplates must be 3 1/2" long, secured to the jamb with screws 2 1/2" In length. (8-210,H)
8. Front exterior doors to be equipped wit 180° door viewers or clear vision panels. (8.210,1)
9. Each structure must have a street address or other identification which is visible from the street. Figures
must be 4" minimum in height of a color contrasting to the background. (8.210,1C1)
10, Provide an Illuminated plot plan of the complex at esch driveway entrance. (8-210,K2)
11. Specify light fixtures, at exterior doors, which provide one (8-210,L) foot candle of light at ground level.
12. Exterior walkways, passageways within multiple dwelling complexes must be provided w'
candle of light. (8-210'm) p with .25 foot
13. Parking tots and parking structures of multiple dwellin complex
of light. (8-214 N g P es must be provided with one fact candle
14. Required exterior light fixtures must be vandal resistant'type• t' Q..
15. Wooden garage doors trust have panels 5/16" in thickness. (8-208,A1)
16. Garage doors more than 16 feet in width must have two lockspoints.,-" locking (8 wry 08,C} a. 17
17. ,Slide bolt assemblies must be attached to the door frame with ran -removable bolts.
18. The slide bolt must be 3/8" in diameter. (8-208,D)
19. Windows and sliding glass doors. trust comply With test standards of section 8.212. Specify make and
model number. (8.209,A)-
20. Louvered windows may not be used within 12' vertically or'6' horizontally from any walkable surface.
21, All skylights shall be provided with rated burglary resistant glazing. (8.210)
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ADD 14L WACH 510e WHet%
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THIZ METAL 1* NOT TO 5d U-5aO IN :5TfZUCrURAL
WAI-I- WITHOUT THft APfVLOVAL. OINTHS W4rwIHSftFt-
TYPICAL PLAT e NOTCHING
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OF SHT40
PLYWOOD RID I
alt RAFTIERS. W PLAN
Foa Size & . SPACI"G
. I It
NA11
PER BLOCK
19 CONT- f3LK6/% RCI( TO L'K
lit STAIRTCR
810ARID
2x L L �A.
X4 OLWG CF4AT
164 PER OLOCK 40 PLATE if
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SEMAPATION OF
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BILL PLATE
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1, HP INPIe_ATE5 51MP-.:)0N HOLDC)NN\'P' APPROVEP EG',UAL.
2, PO&T 151ZE5 6,40NN *ARE! A MIN. S-1 ~GR ACTUAL SIZES, 9EE PLAN AND
5HEAR 5/_',HEP. TO CHECK
5, TO PROPERLY N ANCHO�Z DOLT5, CONTRACTOR
PLAN5 ANC SHEAR. 5CHE:0. CR OPENINC,S-,:ECT. DEFORE PLACIN<,; 60L-T5
k
4. DEEPEN FOOTIN& MERE WIRED AT ANCHQ� 13OLT5 TO IN' LURE PROPER
WALL EM5EVMENT.
/l.DD0I,^4N TAIL 0
N
NO E>I-AL
2 x C T..JO16T w /-
l(pd AT o.4. INTO
2xDL 'Cs NOTC04
Iltim JOIST 1 2 x 4
2 x 4 CONT. OL Cfa
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ANOWOR6 249
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PLATE,, BE PLAN
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OR 6T
WD. BEAM (SEE PLAN)
SIMPWN POST CAP
BOLT
rip. POST (SEE -PLAN)
BEAM
SiMP. ACE 4
POST
WMP. 57-18
POST UELOW
BEARING BEAM
NON BEARING BE"
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GENERAL N CST
r-Rr%
STRUCTURAL LUMBER
F ERAL
1. ALL STRUCTURAL WOOD MEMBERS SHALL BE THE BEST SELECTION OF
1. CONTRACTOR SHALL RELD VERIFY ALL DIMENSIONS AND EXISTING
CONDITIONS PRIOR TO STARTING WORK, CONTRACTOR SHALL, N01IFY
DOUGLAS FIR ;-)ER WCLA GRADING RULE No. 16, UNLESS NOTED
MARKED.
NR OF ANY DISCREPANCIES OR
THE OWERS
• OTHERWISE, EACH PEKE OF. LUMBER SHALL GRADE
INCONSISTENCIESEPRESENTATIVE
2" TO 4* THICK, 2* TO 4* WIDE:
LIGHT FRAMING & STUDS .......................... PARAGRAPH 121E & 122E.
2, THE STRUCTURAL, DRAWINGS REPRESENT THE FINISHED STRUCTURE.
THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE
b) 2" TO 4* THICK, 6" AND WIDER:
CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT
STRUCTURAL JOIST AND PLANK .................................................I 123b
THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL
c) 2* To 4" THICK, 2" TO e WIDE:
INCLUDE, BUT NOT BE LIMITED TO, BRACING AND SHORING FOR
LOADS 'DUE TO CONSTRUCTION EQUIPMENT, CONSTRUCTION LOADS
STRUCTURAL LIGHT FRAMING ....................................................... 124b
•
OF MATERIALS, ETC.
d) 5* AND THICKER: RECTANGULAR BEAMS AND STRINGERS ......... 130b
3. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON
e) ROUGH OR SURFACE 5x5 AND LARGER: POST & lImBER .......... 131b
DRAWINGS. DO NOT SCALE DRAWINGS.
vr PRECEDENCE
REVISIONS
BY
Zi`.
2.
ALL STRUCTURAL PLYWOOD SHALL BE DFPA GRADE STAMPED WITH
NOTES AND DETAILS UN DRAWINGS On ALL TA
OVER GENERAL NOTES 'AND STANDARD DETAILS. ALL WORK NOT
EXTERIOR GLUE AND AS SPECIFIED BY THE AMERICAN PLYWOOD
DETAILED OR NOTED SHALL BE CONSTRUCTED THE -SAME AS OTHER
ASSOCIATION, UNLESS NOTED OTHERWISE,
SIMILAR WORK SHOWN IN THE DETAILS.
3.
ROOF FRAMING AND -SHEATHING SHALL BE INSPECTED PRIOR 10
U
CONSTRUCTION MATERIALS SHALL BE SPREAD 0 T IF PLACED ON
•4.
PLACING OF ROOF.
FRAMED FLOORS AND ROOFS. LOADS SHALL NOT EXCEED DESIGNED
4.
SILL AND PLATES RESTING ON CONCRETE OR MASONARY SHALL BE
LOADING FOR SUPPORTING MEMBERS.
PRESSURE -TREATED' DOUGLAS FIR.
5.
BOLTS, HEADS AND 'NUTS BEARING WOOD SHALL HAVE METAL I
CQUCR
TE
WASHERS PER SCHEDULE. BOLT HOLES IN WOOD SHALL B� DRILLED
1/32" TO 1/16" DIAMETER LARGER THAN NOMINAL BOLT DIAMETER,
1
ALL POURED IN PLACE CONCRETE SHALL HAVE. AN ULTIMATE COM-
6.
PREDRILL ALL HOLES FOR LAG BOLTS, IF USED.
.
PRESSIVE STRENGTH AT 28 DAYS OF. PSI, AND AN AIRDRIED
DENSITY OF 150 PCFI
7-
CEMEKT-TO_'BE -TYPE V FR0m'`,MsTED-7STOCK AND CONFOR-MIN( TO
A.S.T.M. C-150.
UAILING'-SCHE
3.
CONCRETE FORM TOLERANCES SHALL BE WITHIN THE SET STANDARDS
ALL NAILING SHALL 'BE COMMON WIRE NAILS CONFORMING TO THE
OF THE AMERICAN CONCRETE INSTITUTE.
LATEST ED111ON Off' THE U.B.C. WHERE AUTOMATIC . NAILING IS USED,
4,
ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND OTHER INSERTS
NAIL HEADS SHALL NOT PENETRATE PLYWOOD SHEATHING.
DETAIL GOVERN
SHALL BE SECURED IN POSITION AND INSPECTED BY THE LOCAL
CONNECTIONS LISTED ARE MINJMUM PERMISSIBLE.
BUILDING DEPARTMENT INSPECTOR PRIOR TO THE POURING OF -ANY
OVER SCHEDULE
CONCRETE.
JOIST TO SILL OR GIRDER, TOE NAIL EACH SIDE ......... ........... 3-8d
5.
NO PIPES OR'DUCTS SHALL .BE PLACED IN STRUCTURAL CONCRETE
b) BRIDGING TO JOIST OR RAFTER, TOE NAIL EACH END..#*..* ... *2-8d
-UNLESS SPECIFICALLY DETAILED.
SUB -FLOOR .SHEATHING ,AT ALL BEARINGS:
6.
VARIATION FROM LElrEL TO BE NOT MORE
CONCRETE FLOOR SLABS VARIA
lX6 OR LESS, FACE. NAIL .........................................
THAN 1/8* IN, TEN (10) FEET.
IX8'OR.IMDER, FACE NAIL ........ -8d
7.
ALL EXPOSED CORNERS OF CONCRETE SHALL BE CHAMFhKL0'J/+_
-2X BLIND OR FACE ... ........ 2-16d
UNLESS NOTED OTHERWISE.
V
d) SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL-...16d 0 16wo-c.
$a
TOP PLATE TO STUD, END NAIL ...............
OUDA
STUD TO SOLE PLATE, TOE NAIL ........................................
IN THE ABSENCE OF A FORMAL SOILS REPORT, MINIMUM VALUES
9) DOUBLE STUDS, FACE NAIL.,.. .................................... 16d 0 24*o.c.
PER U.B.C., TABLE 29A & B, SHALL APPLY. ALLOWABLE SOIL
h) DOUBLE TOP PLATES, FACE NAIL .............................. 16d 0 Wo.c.
BEARING PRESSURE = 1000 P,S.F. BOTTOM OF ALL FOOTINGS
SHALL BE PLACED A MINIMUM OF 12" BELOW LOWEST ADJACENT
0
1) TOP PLLATES.'LAP $ INTERSECTIONS, FACE NAI................. 2-16d
GRADE.
CONTINUOUS HEADER, 2 PIECES EACH SIDE .............. 16d 0 16"o.c.
FOOTINGS SHALL BE POURED AGAINST FIRM, UNDIS1 -URBED
k) CEILING JOISTS OR RAFTERS, EACH BEARING TOE NAIL ........ 3-8d
NATURAL SOIL OR ENGINEERED COMPACTED FILL AS REQUIRED
1) CONTINUOUS HEADER TO STUD, TOE NAIL ............................. 4-8d
BY A QUALIFIED SOILS ENGINEER.
m) CEILING JOISTS, LAP OVER PARTITIONS, FACE NAIL .....
3.
DURING SIlL CLEANING AND SITE EARTHWORK OPERATIONS,
4
CONTRACTOR SHALL DETERMINE IF ANY FILL., EXCAVATION OR
h) CEILING JOISTS TO PARALLEL RAFTERS, FACE NAII ............... 3-16d
BURIED FOUNDATIONS* DEBRIS OR STRUCTURES ARE ON SITE.
o) RAFTER TO TOP PLATE, TOE NAIL .... . ..
SUCH . ARE FOUND, OWNER'S REPRESENTATIVE SHALL BE
IF ANY S
NOTIFIED, IMMEDIATELY.
r-4
p) I" BRACE TO EACH STUD AND PLATE, FACE NAIL..,
q) BUILT-UP CORNER STUDS ............. *v ......... ...... "..0 .... 16d 0 Wo.c.
4.
ROOF AND - AREA RUNOFF AND AREA DRAINAGE SHALL BE•
DIRECTED AWAY *FROM BUILDING FOUNDATION.
r) JOST OR RAFTER 'TO SIDE OF STUDS:
Up TO 8* DERTH.o*-*#-*o*....
RENE
RCIN-G SIP L
FOR EACH ADDITIONAL 4* DEPTH OR LESS ................. 1-16d
CEILING STRIPS:
1.
ALL REINFORCING BARS AND TIES SHALL CONFORM TO A.S.T.M.
A 615 GRADE 401 UNL.f oSS NOTED OTHERWISE
1X4 TO UNDERSIDE OF JOIST, EACH BEARING
......... 02-8d 2. ALIL DETAILING, FABRICATION AND ERECTION OF REtNF R ING�
-ONE SLANT, ONE STRAIGHT .................................
STEEL SHALL CONFORM TO A.C.I. MANUAL OF STANDARD uu cd
2X3 TO UNDERSIDE OF JOIST, EACH BEARING PRACTICE FOR DETAILING REINFORCING CONCRETE STRUCTURES,
....... 2-16d 4 4-J
ONE SLANT, ONE STRAIGHT ................ . ................ A.C.I. 315. Z
NOTE: USE STRONGHOLD ANNULARY GR
OOVED GYPSUM BOARD
AND PLASTER CEILINGS. STRIPS SUPPOR11NO PLASTER 3. REINFORCING SHAL. HAVE MINIMUM CONCRETE COVER AS FOLLOWS:
•COLINGS SHALL BE WIRED IN PLACE IN ADDITION TO
ool'. UNFORMED SURFACES EXPOSED TO EARTH ............................... 3
NAILING. FORMED SURFACES EXPOSED TO EARTH OR WEATHER:
s .................................................
t) BUILT-UP BEAMS: No. 5 AND SMALLER ...........
IN70 AW5r1A0W..-- � .-. 0 rw
. - , . 0 .:. 0. 2
.1 1 . ; *• � - - ... o - No. 6 THRU No. 18 .................. : .........................
2X10 OR LESS' . STAGGERED AT TOP BOTTOM ..... 20d 0 32 0 0. 2*
SLABS POURED .AGAINST .EARTH .......
,PW 4 -20d
'L - *:, ; . , . . - . I v. AT ENDS; ...... 2
o. c.
2X12 AND LARGER. * STAGGERED ................... 1/27 BOLTS 0'24
0,04f xgg
WASHEE SCHEDULE
1. WASHERS SHALL BE USED UNDER HEADS AND NUTS OF ALL- BOLTS
BEARING' ON WOOD. THE WASHERS LISTED BELOW SHALL BE USED
IN THE FOLLOWING LOCATIONS:-
%
a) MUDSILL TO FOUNDATION
b) WOOD LEDGER AND CAPS TO. CONCRETE AND MASONARY WALLS
AGAINST 2X MEMBER WHEN 2X MEMBER IS BOLTED .TO A HEAVIER
OR - USED TO MAKE A BEAM
MEMBER IS.
C d) STANDARD CUT WASHERS •MAY- BE USED ELSEWHERE, UNLESS
NOTED ON THE DRAWINGS
Nam
BOLT STEEL WASHERS MALL. IRON
SIZE. -SQUARE ROUND
ROUND
4,
W404 4r IA4 r
A
04.
4:0'
0.
AZ
ml W
Will IN 01,
---------
----------
fi-E
Ill
lVpkW HPAHO SInfils
loalWfollon 2
pout up lasts"000
Typigal HPAND Slovis I{J
Pow (;Qrtw and
liftowaill
P_ffl&%/PAHDlHPAHD IMF- NEW-
- - ------ ---
DRAWN
CHECKED m
DATE
SCALE
^41 S NOTED
JOB NO,
SHEET
OF SHEE.%
.� I
MANDATORY REQUIREMENTS
MF-1R FORM
CF-114 FORM
CF-1R FORM
REVISIONS
MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF-1 R
Note: Lowrise residential building
s subjec
t t to the Standa
rds arils must contain these measures regardless of the compliance approach used.
items Marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of
Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties
as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents
or on this checklist only.
Instructions., Check or initial applicable boxes when completed or enter N/A if not Applicable.
DESCRIPTION
DESIGNER
ENFORCEMENT
Building Envelope Measures:
+mwwsw.'nwra..w..a
* 150(a): Minimum R--30 Ceiling insulation.
X
150(b): Loose fill insulation manufacturer's labeled R—Value.
X
150(c): Minimum R-13 Wail insulation in wood framed walls or equivalent U—factor in metal frame walls
(does not apply to exterior mass walls).
X
150(d): Minimum R-19 raised floor insulation in framed floors.
N/A
150(I) : Slab edge insulation — water absorption rate no greater than 0.3 %, water vapor transmission rate
no greater than 2.0 perm/inch.
N/A
118: Insulation specified or installed meets insulation quality standards. indicate type and form.
X
116-17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls.
1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage.
2. Fenestration products (except field —fabricated) have label with certified u-factor, certified Solar Heat
Gain Coefficient (SHGC), and infiltration certification.
3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed.
X
150(g): Vapor barriers mandatory in Climate Zone 14 and 16 only.
N A
150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards.
N/A
150(e): Installation of Fireplace, Decorative Gas Appliances and Gas logs.
1. Masonry and factory —built fireplace have:
a. Closeable metal or glass door
b. Outside air intake with damper and control
c. Flue damper and control
2. No continuous burning gas pilot lights allowed.
X
Space Conditioning, Water Heating and Plumbing System Measures:
100-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission.
X
_
150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA.
X
150(i): Setback thermostat on all applicable heating and/or cooling systems.
X
150(j): Pipe and tank insulation
1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with
insulation having an installed thermal resistance of R-12 or greater.
2. First 5 feet of pipes closest to water heater tank, non --recirculating systems, insulated (R-4 or greater) .
3. Back—up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12
external insulation or R-16 combined internal/external insulation.
4. All buried or exposed piping insulated in recirculating sections of hot water system.
5. Cooling system piping below 55 degrees insulated.
6. Piping insulated between heating source and indirect hot water tank.
X
c 150(m): Ducts and fans
1. All ducts and plenums installed, sealed and insulated, to meet the requirements of the 1998 CMC section
601, 603, and 604 and standards 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed
entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant
or other duct closure system that meets the ap licable requirements of UL181, UL181A, or U1181 B .
If mastic or tope is used to seal openings grea er than 1/4 inch, the combination of mastic and either
tope be
mesh or shall used. Building cavIiies shall not be used for conveying conditioned air. Joints and
seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct
tapes unless such tape is used in combination with mastic and drawbands.
2. Exhaust fan systems have backdraft or automatic dampers.
3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible,
manually operated dampers.
X
114: Pool and Spa Heating Systems and Equipment.
1. System is certified with 78 % thermal efficiency, on —off switch, weatherproof operating
instructions, no electric resistance heating and no pilot light.
2. System is installed with:
a. At least 36" of pipe between filter and heater for future solar heating.
b. Cover for outdoor pools or outdoor spas.
3. Pool system has directional inlets and a circulation pump time switch.
N/A
115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no
continuously burning pilot light. (Exception: Non —electrical cooking appliances with pilot <150 Btu/hr)
X
Lighting Measures:
150(k)1.: Luminaries for general lighting in kitchens shall have lamps with an efficacy of 40
lumens/watt or greater for general lighting in kitchens. This general lighting shall be
controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen.
X
150(k)2.: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an
efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to
this requirement allowed in Sec 150(k)2; and recessed ceiling fixtures are IC (insulation cover) approved.
X
UPON COMPLETION OF CONSTRUCTION; CONTRACTOR SHALL
OBTAIN CF-6R FORMS FROM THE CALIFORNIA ENERGY
COMMISSION ATt www.energy,ca.gov/titte24
(CLICK TO FIND RESIDENTIAL COMPLIANCE FORMS)
THESE FORMS SHALL BE COMPLETED, SIGNED AND POSTED
ON THE JOB SITE FOR THE PERUSAL OF THE INSPECTOR,
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF-1R
Project Title..,.,...., PROPOSED MOLINA RESIDENCE Date. , 10/06/03 14122.44
Project Address........ 1527 SOUTH ROSS STREET *xw# w* -----------------------
SANTA ANA CALIFORNIA wv6,01)K I
Documentation Author... James W, Smith W0###*X I B 'I I. Permit # I
Terry Engineering ,41
180E Main St Ste 150 Ptan Ch- /Date I
Tustin, CA 92680 I ____________1
(714) 838-1124 1 Field_Check/ Date I
C(!mate Zone. , ......... 08---------------------
Compliance Method...,.. MICROPAS6 v6,01 for 2001 Standards by Enercomp, Inc,
I MICROPAS6 v6,01 File--SO306460 Wth-CTZ08S92 Program -FORM CF-1R I
I User#-MP0206 User -Terry Engineering Run -PROPOSED MOLINA RESIDENCE I
-------------------------------------------------------------------------------
GENERAL INFORMATION
Conditioned Floor Area..,,, 1331,25 sf
Building Type,,,,,,,,,,,,,, Single Family Detached
Construction Type Existing Plus Addition
Building Front orientation, Front Facing 270 deg (W)
Number of Dwelling Units... 1
Number of Stories....,..,,, 1
Floor Construction Type..., Raised Floor
Glazing Percentage..,.,..., 15 % of floor area
Average Glazing U-factor... 0,59 Btu/hr-sf-F
Average Glazing SHGC,,..... 0.65
Average Ceiling Height,,.,, 8 ft
BUILDING SHELL INSULATION
Component
Frame
Cavity
Sheathing
Total
Assembty
Type
Type
R-value
R-value
R-value U-factor Location/Comments
Roof
n/a
R-19
R-n/a
R-19
0.051
Existing Attic
Roof
n/a
R-30
R-n/a
R-30
0,035
New Attic Cell
Watt
n/a
R-0
R-n/a
R-0
0,386
Existing Ext W
Watt
n/a
R-13
R-n/a
R-13
0,088
New Ext Walt
Door
n/a
R-0
R-n/a
R-0
0.330
Exterior Door
Floor
n/a
R-0
R-n/a
R-0
0.097
Existing Floor
S l abEdge
n/a
R-0
R--n/a
F2=0, 720
Covered
FENESTRATION
------------
Over-
Area
U-
Interior
Exterior
hang/
Orientation
(sf)
Factor
SHGC
Shading
Shading
Fins
Window
Front
( W)
15. 0
0.600
0,650
Standard
Standard
None
Window
Front
( W)
16. 0
0.600
0, 650
Standard
Standard
None
Window
Front
( W)
18, 0
0,600
0.650
Standard
Standard
None
Window
Right
(S)
20, 0
0,600
0,650
Standard
Standard
None
Window
Right
(S)
16, 0
0,600
0, 650
Standard
Standard
None
Window
Back
(E)
16, 0
0,600
0, 650
Standard
Standard
None
Window
Left
C N)
16. 0
0,600
0,650
Standard
Standard
None
CERTIFICATE OF COMPLIANCE= RESIDENTIAL Page 2 CF-1R
Project Title.......,,. PROPOSED MOLINA RESIDENCE Date„ 10/06/03 1+ 22.,44
I MICROPAS6 v6.01 File-S0306460 Wth-CTZ08S92 Program -FORM CF-1R- ----I
I User#-MP0206 User -Terry Engineering Run -PROPOSED MOLINA RESIDENCE i
-------------------------------------------------------------------------------
FENESTRATION
------------
Over-
Area
U_
Interior
Exterior
hang/
Orientation
(sf)
Factor
SHGC
Shading
Shading
Fins
Window
Left
( N)
7, 5
0.600
0. 650
Standard
Standard
None
Window
Left
(N)
7. 5
0,600
0.650
Standard
Standard
None
Window
Right
(S)
7, 5
0.600
0,650
Standard
Standard
None
Window
Back
(E)
20, 0
0,600
0. 650
Standard
Standard
None
Door
Left
( N)
40, 0
0,550
0,650
Standard
Standard
None
SLAB SURFACES
-------------
Area
Stab Type ( sf)
---------------- ------
Standard Stab 410
HVAC SYSTEMS
Refrigerant
Tested
ACCA
Equipment
Minimum
Charge and Duct
Duct
Duct
Manuat
Thermostat
Type
^-- -----
-
Airflow Location
- -_-
R-value
Leakage
D
Type
Furnace
0.560 AFUE
n/a Attic
R-4.2
No
No
SetBack
RoomHP
10.00 EER
No Attic
R-4,2
No
No
SetBack
WATER HEATING SYSTEMS
Number Tank External
in Energy Size Insulation
Tank Type Heater Type Distribution Type System Factor (gal) R--va(ue
Water Heater to meet minimum CEC Standards
REMARKS
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF-1R
Project Title,.,,.,..,, PROPOSED MOLINA RESIDENCE Datq„ 10/06/03 14.,22{44
1. MICROPAS6 v6.01 F 1 te-S0306460 Wth-CTZ08S92 Program -FORM CF-IR 1
I User#-MP0206 User -Terry Engineering Run -PROPOSED MOLINA RESIDENCE I
_---_--_-----------_-•--------_--------_-----___-_---------------------.----_----_-
COMPLIANCE STATEMENT
This certificate of compliance lists the building features and performance
specifications needed to comp ty with Title-24, Parts 1 and 6 of the
California Code of Regulations, and the administrative regutations to
Implement them, This certificate has been signed by the individual with
overall design responsibility, When this certificate of compliance is
submitted for a single building plan to be built in muttipte orientations,
any shading feature that is varied is indicated in the Speciat Features
Modeling Assumptions section,
DESIGNER or OWNER
Name,,,,
Company, SEVILLA-&-SON
Address, 1511 SOUTH ROSS STREET
SANTA ANA CA 92707
Phone.., 714-542-8588
License,
DOCUMENTATION AUTHOR
Name.,,, James W, Smith
Company, Terry Engineering
Address, 180 E Main St Ste 150
Tustin, CA 92680
Phone. , . C 714) 838-1124
Signed, , ------------------------- Signed,,
( date)
ENFORCEMENT AGENCY
Nave,
Title... -"RIGnv1W-_--_--
Agency __-TW i s 99' -_i--_- ------- -
ll"
-----------------------
(date)
'Co
0
IOW
low
4
UPI
L4
two
low
Date:
10--06--2003
Scale:
AS NOTED
Drawn:
JWS
Chocked:
JT
Plot Date:
1 D-06-2003
Job No:
030646
Sheet: