HomeMy WebLinkAbout10147958.pdfREVISIOrMS I BY1
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81E.RMATE RE-QUIRIED FOR occ. GROW-11
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alteralmn'3 un, Sam Irom the
I City of'Salt Ana. f FLOOD ZONE—__,,,
The acceptance of this plan and specificcat"ons M14ALL MrOlf
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be, hVid to parlynit nor he ar; approw c', V!q v'idlg'26011 of any FLOOD ZOINE,'EiR� p(ovisions of M, ma rdnce or State Lsiw.
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DATE
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JOB NO.
PRINTED ON CLEARPRINT 1000H.
OF SHEETS
!REVISIONS BY
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1. Roof stmethirv.
-2, 2x R~.
3, 2x 4 stud "I
4. A-35 .0 IG IA cc;
5. E. NWIling. ea RaW.
6. 2x Fascia w/2-1 6d
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11 �''
5.-15-160a sk. P-P-
---- - --------- - 1, BM. PER PLAN.
2. LINE OF ROOF WHERE
OCCURS-
3. KING POST/STUD, SEE PLANS.
4. (1) ST22 @ E/SIDE
SIDE.
5 5. (1) A35 @ E/ S
6. SUPPORTING BM. OR HDR.,
PER PLAN.
7. 2X STUD @d�/ SIDE W/
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MIN. 16 s TO 8M.&
I dd's @ O.C. INTO KING
POST/STUD.
CASE A
11- PLYWOOD SHrG
23 4 5 2 ROOF EDGE NAILING
.3- 2X8 BOARD, NOTCH AS REWID.
W/ (23) 16dS PER R/R
FOLLOWING LINE OF CAUFORNIA
FRAMING
4- PLYWOOD ROOF SHrG
5- 2X CAUFORNIA FRAMING
6- ROOF RAFTER
6 7 7- E.N.
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CONCRETE
1.
ALL CONCNETE SHALL CONFORM TO THE LATEST EDITION OF THE
UNIFORM BUILDING CODE.
2.
CONCRETE ;SHALL BE DESIGNED AND TESTED AS OUTLINED IN SPECS.
3.
ALL CEMENT' SHALL CONFORM TO ASTM C-150.
4°
FINE AND BOURSE AGGREGATE SHALL CONFORM TO ASTM C-33
FOR STANDARD WEIGHT CONCRETE AND ASTM C-330 FOR LIGHT
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WEIGHT CONCRETE.
5.
ALL AGGREGATE SHALL BE COMPARABLE TO "SAN GABRIEL VALLEY"
AGGREGATE;? THE SHRINKAGE SHALL BE AS PER ASTM C-15-7
WITH THE AVERAGE DRYING SHRINKAGE AT 28-DAYS NOT.
EXCEEDING 0.04%5.
6.
DRYPACK $HALL BE COMPOSED OF ONE PART PORTLAND CEMENT
To NOT MORE THAN THREE PARTS SAND.
7,
ANCHOR BOLTS, HOLDOWN BOLTS, DOWELS, INSERTS, ETC.
SHALL SECURELY TIED IN PLACE PRIOR TO POURING CONCRETE.
8.
CONCRETEiSHALL BE CURED BY KEEPING CONTINUOUSLY WET FOR
.
10 DAYS 6R BY AN APPROVED CURING COMPOUND.
9.
ALL STRUCTURAL CONCRETE F'r, = 2600 PSI
;ION
ALL SLAB- i --GRADE F'c = 2,fOO PSI
ALL .CONTINUOS FOOTINGS AND PADS F'c = 2$00 PSI
10,
ALL CONCRETE WITH F'c GREATER THAN 2500 PSI SHALL HAVE
SPECIAL INSPECTION PER SECTION 1702 OF THE UNIFORM BUILDING
CODE UNLESS NOTED OTHERWISE,
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S. fin Graft
6- COnc F*Wd Or Plan
1. MI. Plbts
2. Simpson STS224
3. Break in top plate.
4. Dbl. Stud
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REVISIONS I BY I
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CHEdKED "00 1
DATE
SCALE A-
4'.
JOBNO.
SHEET
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OF SHEETS
PRINTED ON CLEARPRINT 1000M.
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1. Separate permit shall be first obtained from City Public Works Department
� prior to placement of any conStru0jon materials or equipment in the
in ft public wily. I -
2. The project site shall be kept continuously fenced in accordance with the City
Municipal Ordinance. General Contractor is responsible for maintaining fence intact
- during construction period, and shall not be removed until project is completed.
3. Ali concrete block fence around property Fine shall be 6' above finish grade an
subject property side Of tOnCO, except at the front set back which shall be 42"
above finM grade. As per Cky Standard detaiL .
A- Property Survey required prior to placing any new block fence.
5� Provisions "I be Made for contributory drainage at all times. Existing grading
shall not be altered, unless specify in plans or grading plan.
§. AD concentrated drainage IncludirQ roof water shall be conducted to the street in
� approved device at 2% min slope from building foundation.
7 Expansive soils, comply with provWons of section 01 .2905(d) -
S. AD footing shall be fou ' nded into natural undisturbed soil as per Code.
�. Separate permh is required for Block walls. pools, driveway approach, side wal . ks.
; or any work done In Me pubtlo light Of WOY�
.
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AW91., UQW189mflha
:
1; 1. At ail times of pem-jit issuance, contractor shall show their valid I
. ; Workman Compensation Insurance Certificate.
, 2. Ali work shall be conformed to all requirements of State of California Title 24
1 regardless of the information indicated on these plans. It is responsibility of
I the individual supervising the construction to'ensure that the waft is done in
,
I accordance to Code requirements prior to requesting Inspection.
3. Excess or waste concrete May not be washed into ft public way or any other
I
� drainage system, Provision shall be made to retain WoraW wastes On the 640
.
until they can be disposed of 46 solid waste.
� av not b
4. Sediments and other mated" M , ,9 tracked from the site by vehicle
I . traffic. The construction entrance roadways must 40stabilized so as to inhibit
sedimer" from being deposited into the public way. Accidental depositions
must be swept up kwM4041Y &nd may not be washed down by rain or other
means.
� � 5. Sto"ies of earth and other construction- related materials must be protected
. at the site by the forces of wind or water. . .
� 6� Trash and construction related solid wastes must be deposited into a covered
I receptacle to prevent contarr911411CM of rainwater arW dispersal by the winds.
7. The contractor is responsible for providing ternporo,ry on aW toilet facilities.
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1. C1 Studs in exterior fireplace are to run full height without interruption. 245 studs are
recommended but not required. �
I C2 Sjuds partitions containing plumbing, heating, or other pipes shall be so framed and the joists
undomeath so spaced as to give proper clearance for the piping. Where a partition containing
I , such pipes runs parallel to the floor joists, the joist underneath such partition shall be do4ow
and spaced to permd the passage of such pipes and shall be bddged�
C3. AD Lath and plaster and drywall shall comply with Chapter 25 of OBC 2001,
C4, Inspection required for all interior and exterior in -place lath and/or wallboard before any I
plastering is applied or any joist and fastener have been taped and finished. .
C;5� 718" extedor stucco over approved'I 5# wired building paper.
Co When weather- resistive baniors are installed over wood base sheathing (plywood, wood
Siding, etc,) the weather resistive barrier shall inctuded Wa layers of Grade D paper,
�
( 2 layers 15* felt paper' ) - .
C7. Roof diaphragm nailing is to be inspected before covering. Face grain of plywood shall be
.. I I _'-parperKwular to supports.
,
. � C8. Plywood roof panels shall be bonded with intormoWats or e4orior glue , and shall be of
exterior type when exposed to the weather. 0
CO. Rafter ties spaced at 32" o.c. (OW4 IWO required immediately abov ceiling joist which
are not parallel to the rafters. a or blocked panel edges. U.O.N. .
. CIO. Floor shall be tongue-and-grov
C11. Root valley flashiN shall be 26 gage minimum.
I C12. Anchor boks, 518o diameter with 9" embedment . See foundation plan for spacing.
C13, All holdown hardware and anchor bolts shall be secured in place prior to foundation
inspec;tion. Ali hold down anchor bolt nut shall be re tiotenadjust prior closing
. , _
stud wag. .
C14- * Plate washer 4/4N 2-V2 x 2-112" are required for all hold down. U.O.N.
I cis, Ali wood members exposed to weather shall be pressure treated. Sill plates in contact
�
I with concrete shall be.redwood or pressure treated Douglas fir.
CIO. Ali wood studs wails With halUontal piping 2" in d4urolor or larger shall be framed with
I
I . US studs a IS* oc.
,
. C17. 4i exterlor waft and bearing partitions, any wood stud may be cut or notched to a depth
, � . not exce"ag 25% of its width. Cutting of studs to a depth not greater than 40% of the
width of the stud is ponTiAW in non-boodrq Partitions sUPPortiN no 10006 otbor than the
weight of the partition,
CI 8. A hole not greater In diameter than 40% of the stud Width may be bored in any wood stud.
CI 9. openings around electrical penetration through fireresistance rated wall, ceilings,
. I partitions, or floors S110 bo fire -stopped using approved methods. (If applicable) wallboard
C20, Fastener and blocking shall be provided at all panel edges of single -ply gypsum
C21. Stucco shear waft shall utiliZO self- furring nails (minimum 11 ga., 1-1/2* long,
7/16' diameter head, galvanized fvrred a min of y411) to attach to the lath of Me studs.
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Staple shall not be used.
C4. Studs in the exterW wall of rooms with vaulted or open beam ceilings shall extend from
floor to roof.without intermodWo *05�
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so. See Design Criteria as an addendum to these notes.
$I. Ail revisions to the approved plans must be approved by the City Building Division prior
I to construction. No revised details Will b0 ac0#14W on the job $48 4ntoi� approved by the
,
.�
� officials� ,
I Proect Engineer and Building
,6Z Cortification from steel fabricator Shall be provided to the City Building Division for all steel .
� delivered to the job site prior to requesting insp4c;tiop hea n or Mo
, - fo,,r steel frame, floof 5 thi 9. , f
: sheathing Inspection , whichever occurs firsL
$4. All. stool shall be fabricated in a shop appfoved by the City of Los Angeles Certification .
0. AD shop welding shall be performed by a licensed fabricator approved by the City of LA
I
I Building Division. proof of this approval shoO be submiltod to the City 5441dim Offi0al
v4wro conWuction Job Is taking placa prior to requastim inspect".
67. Uniess approved in advance by the City Ru" PM$W OWAIs,. expansion
; anchors sM!I not be installed In Masonry Wall. '
'68. Unless a 51w.ial Inspection is provided in accofdance with the requirements of Chapter 17
1
; a torque wMnch shall be made available to the City Building Inspector at the time of
'
� inspection of all anchor$, except where the expW*w agohors are Installed in foundation
gW not designed to resist tensile forces.
69� Certification shall be provided to the City building Division for all Glue -laminated beams
:
, delivered to the job sb prior to requesting floor or roof sheathing inspection.
I $10. AN Truss Joist (TJUL) shall be'Weyerhaeuser. RR 22614. ICBO# 4354 or approved equal,
I plo. F;astaners and blocking shall be provided at #Lp" edges of simle�-ply gypsum WaJW NO
z installed as part if a shogr_r"stin
I _0 fir fire -resistive assembly,
611 Ali plumbing waits with horizontal piping 2' or larger shall be framed 24 studs.
$12. Ali pocket doors shall bg framed with 2x3 minimum studs in each face.
P13. Contractor shall exercise all QW6 necessary when using pneumatic equipments to insure that
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� the face ply of particle board and plywood sheathing is not broken by nail head penetration
I Contractor shall replace all sheathing with more Own I 0% of the nail heads in any one pardCla
I � - board or plywood panel p,-,netrating the face ply. ParticAe board and plywood panels may be
re -nailed as an alternativio only When approved in writing by Wh; the project Engineer and
I the city Building Division.
i
. � §14. Roinforciament partially embedded in concrete shall not be field bent unless specially &PPrOvOd
I in writing by the City Building Division. ris.
I . P1 5. Epoxy by Simpson ER 5279 (SET). City of LA RR 25279 (SET) unless otherwise notice on pla
.
. I Epoxy shall be inspected by a Deputy Inspector, such inspector shall be registers-cl with the City
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t Bu4cIing Dopartment where construction is taking place
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PI. All shower compartments, regardless of shape, to have a minimum furnished interior of
1024 square inches and shall also be capable of encompassing a circle 30m in diameter.
The minimum required area and dimension sW1 be measured at the height equal to the
top of the threshold and at the point of tangent to b conterfine. The minimum area a, nd
dimension shall be maintained to a point 70" above the shower drain outlet.
P2 shower shall have floors and walls finished with snvx)th hard non -absorbent
surface, sl� as We of other approved matedW to & height of not less than 70' above
drain inlet.
Matertigi Ltsed in Suo Walls Shall be of a type, MV,,b is not adversely affoolled by
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moisture.
P3. Gla;IN used in panels of shower enclosures and bathtub doors , or any glazing where
the bottom exposed edge is less than 6W above a standing surface and drain inlet shall
be tempered or laiTomted approvad shatW-ro"" MiiWdgi. Himo showe,r door
shall open outw".
P4. Low -consumption faucets. showerhoads and wSUK Closet shall 130 W"04 in all
bathroom and laundry sinks.
Water closet: 1.8 GPM. min Rush capacity. �
Showerheads: 2.50PM.
I Laundry and sink faucets: 2.2 GPM.
Water closet shall be located in a clear space of not less than 30* in width and have a
clear space in front of the water c4oset stool of 24".
P5� A 12"x 12" access panel to bath top trap slip, joint connected is required.
F0. AD water heaters on a IS' platform shall be anchored or strapped to resist horizontal
I displacements due to earthquake motion. Strapping shall be at point within the upper
one-third (IJ3),and lower of Its vertical dimensions. At the kww point a an distance of
.
4" shall be maintained above the control with Me strapping.
PT Saismic a" shut-off valve Is to be insWied on *&O f4W gas line. For inforination
I contact the Plumbing Division. .
p8. Ali plumbing walls shall be frame 24 a I 6� o.c.
F9. Kitchen sink a2"x 21 " min. with double compartmont and garbage disposal,
Otherwim check with owner size and style� �
PIO. Provide hose bib with non -removable back flow proventer device at least one at front
and rear of dwo".
Please check with owner for other hose bib location. .
Pi 1, Provide a min of 3" diameter sewer/drain line with 2% slope.
P1 2. Control valves for shower and tub showers shall be of the pressure balance or
*41M00AUC mwq VWV0 type.
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F,1, Fixtures in clothes closets shall be permitted to be installed as follow: .
I OJ . Sjmf8o6_mount&d yXand9so&nt Wure instaWd on the wall above the door or on tim
ce&V provide #W* a MUWmm ojearanw of 12" between the Wury &W the nQ4rO$t
pow of storage.
� b. Swfmv mur"d M"osoent Wum instaAWd on Me wag above the door or on the
oe##)g provide tiWo a mmnum oJewanoo of $1, b#tWoen the A#ure and the rMWest
poka of a 4001060 area..
0. Re9essed Incand9sognt &ture with a wmpletely enciosed lamp installed in the wa#
I
or an 00&g pmvdng More is a m0knum CAWWWO Of 6" bst~ ow w4ra arid me
nearest point of Storage QN&
d, Recessed fluorescent WUM installed in dw wed or on ttw cadkV provkfing there is a
a mk*num ooarwvo of do botwoeri aw A40 so ow roarest Pak# of 4 4tamue
area.
F-2. . storage areas, as used in El above, shall be defined as a volume bounded by the sides
and back closets wails and planes wdending from the closet floor vertically to a height of
61 or the highest clothes- hanging rod and parallel to the wall at a horizontal distance of
240 from the skies and bac* of the C10"t walls r8sP6cAIv6IY, and continuing vertically to
the closet ceiling parallel to the walls at a hodMtW distance of 124 or the'width of the
shelf, whichever is greater. For closet that pormit homing access from both sides of it
hanging rod, the storage space shall included the volume bellow the highest rod I
� extending 12" on o0or Sk* Of " rod on a p" hoiUorital to the AM 040ding the I
@ritlre length of the rod. fodures, hanging fodure or pendants shall be located within a
. F-1 No part of cord-conne0ed
.
. zone measure 3'horizontaliy and, 8'vertically from the top of the bgftub rifn. This zone is
I all encompassing and included the zone directly over the tub. i
.
E4. sub panels shall not be located in clothes cosets " oftr loc&'�ions in the vidnity of easily
I
� ignitabie, material.
E5. Receptacle outlets shall be in all habitable room$: .
. a in aH wao spaoos 2' or wider, n& nwe Uw 61 frarn oper*W, ArepJaces and
sh*jar'openings.
11 b, Not ~6 than 10" Q. G.
o. W" 61 of lawuky equipM47t.
a in k#~ wo douV areas at coutgar tops wkW than 12", wtwv no Point Owe
the wao km is more than 24,v hadwMadY.
@, Island wo pe"suW oouNw tw 12" or *!JW Shall tMV6 At 04W OnO
leooptal* for awh 4'-O'of countartoP.
f� Reoeptaoje shall be 2'ftn kWWn " 4W 4'0.0. at 0QN#W.S 40 i6Wd$-
- I ICEC 210.52 CL V,
� F-6. Ground fault circuit interrupter protection is required in:
a, A# aat&OOMS r0WP(aQ*S, Vanity courger �
� b. A# r"optaolv in kitchen and kitoMn cowOr tops-
0 Garages, exc.ept for r"aptacles whch wo not ro"Y aows$1416 or for
appl*v0s oocypykig dedir.Wed sp*vs-
d, outdo"s where there is a dkoct 9100 10voW 41WOOSS to Ow dw,0409 unit and the
. r000piwie are b000d OT above "do.
e. Crawl 4voes at or below grade levoi ar�d in unfinished basemords.
E7. At least gM GFC1 receptacle shall be Instauad in frord and rear of dwaWng.
- E4. - Bedroom outlets shall be protected by an arc -fault irtarrupter(s) CEC 106.3.3)
gq� � $atbroom and rooM contaWng a shower or ba#" shall have at least one fixture with
and efficiency of not less then 40 lumens per watts, (fluorescent). [CEC 150. (K) 21.
F,1q. GeneW lighting in Mchon "I have and efficiency of not less than 40 lumons per watts
(fluorescent), under the counter lighting and d000raWo lighting are not consider general
lighting unless they provide uniform light distribution. A luminary lightim, OW is tho
the only kitchen lighting shall be considered general lighting.
E, 1. Bathroom recoptgc4os shall be served by dedicated 20 amp. circuit.
F,12- Provide hard wired and interconnected smoke delectors with battery back7up adjacent to
r and inside bedrooms. Battery operated is acceptable in existing areas.
F,13. provide a minimum of I 00 ampere electrical service panel with %� diameter x 20' long
W for Wckup uter ground bonded to C41d pipe, Please contact your olocide service I
mnpany for l9ca0w of Sorv�cer motor, and wxW ground service if requirod. See detail � - . .
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- .1 QUIUMA
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1. . All masonry and factory - built firOPlac6s shall h&v6 a c4osable metal or glass door covering the
,
@nfire opening of the firebox. .
2� A combustion air intake to draw air from the outside of the building directly into the fireplace firebox
is required. The combustion air intake shall be at least 60 in area, and shall be equipped with ra"Y
ac4assible, operable and fight-fM4 damper or c4mb400n-air control device., - Soo MF-i R form
,
tor Residential Mandatory Measure checklist .
i��nA atod a floor and not on an exterior wait.
fireplace loc on a slab on grad
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3. t lighting fixture recessed into insulated ceiling shall be approved for zero-clearanco
. insulation covar OC) by Underwriters Laboratories of other tosfinalratir-Q laboratories recogaw*o by
the Intem000nal Conference of Building Offic4l* (IC80).
4. m wedor Wait shd have R-1 3 Insulation. I
5. AD caings or attics area shall have R-30 Insulation. I
& Water heater shall have R-12 External Tank Insul0lon. See CFAR form, sticky -backed in drawing.
7. M window glazJng shall be " glaze, '
a, All exterior opening, to be weather-stripped with approved material
a� Upon compietion of installation of the insulation, both the builder and the Insulation applicator
shall execute a c4ird cartifying that the insi.A&Wn has b W. in"11,4d in conformance with the state
I of Califolmla Energy Code.
WWA49K§
i , one hour -fire resistive occupancy separation is required between Group R
Division 3 occupancy and Group U Occupancy. Provide I layer of
$18- Type X Gyp. Board at garage walls and ceiling adjawflit to KvN areas,
provide RA 3 at garage wall adjacent to living area.
2. Every dwelling I$ provided with heating faoNks c801516 of maintaining a room
temperature of 70 degrees F at a point Vabove the floor on all habitable rooms.
See floor plan for location of attic FAU. I .
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131IY 13gQUIREMENTS I .
SEA All security provisions as per the last edition of CBC shall be included into
construction of this project, but are not livnited to the following requirements,
$Z 2. Alf entry dooj,s shall be provkW wO a door viewer, vlow pon of viewing window.
,
Such view window shall be fully tempered glass.
Sg 3, $*mle swing door, the active leaf of a pair of doors, and the bottorn leaf of Dutch
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� doors shall be equipped with a deao,bolt and,deadlocking latch. The deadbolt and
latch may be activated by one " or individual locks. The lock or locks
shall be key -operated from the exterior side of the door and operated from
. .
the interior side by a device vfth Ow not requiroO a key, or special
knowledge of effort to operate.
W 4. Swinging doors shall be of construction of one of the following$:
I . Solid Core doors not less than 1-3/8 inches in thickAess,
�� Hollow core doors of doors loss than 1-3iS inches In thickmess either of which
,
are covered an the inside faco with 16-gage sheal metal attachO with screw at
r 6"maximun center around ft perimeter
3. Wood panel type door with panel fabricated of lumber not les than 9/1 6 inch
thickness ' Provide shaped portions of the pan" are not less than YG Inch thick.
Individual panel shall not exceed 300 sq.jn. in area. Stiles and rads shall be of
solid lumber with overall dimension of not less than 1-3J8 Inches in thickness
and 3 inches in width. Mullions shall be considered a part of adjacent panels
. unless sized herein for stiles wW ralls, except mullions over 18 inches long may
I have as overall width of less than 2 inches. Carved areas shall have a thickness of
not less than 3/8 inch dimorow,al tWirance pubWo.d in recognized industry
. , .
standards may be utilized.
se 5� QgQR STOP$, Door 5tops of in -swinging door shall be of one piece construction with
i the jamb, or joined by rabbet of the jamb.
Ieg §� tilbQg§: All pin -type hinges whO we accessible from the outside the secured area
when the door is closed shall have am removable hinge pins, In addition they.shall
have a minimum '1/4" diameter steel Wrib .stud '114" minimum protecAion unless the
hinges are shaped to prevent romval of the door if the hinge pins are removed.
W� 7,,, _ §18lKg PLATF.: The strike plate for latches and the holding device for protocAing .
deadbolts in wood construction shall be secured to the jamb and the wall framing with
. screw not less .than 2-1/2 inches in length. I
SE 4� YLINDERGUARP-S: Cyfindorguaj�U shall be installed on all cylinderlocks
Whenever the cylinder projects beyw-W tho face of We door or is otherwiso ac;cessible
to gripping tools.
SE 9, QgAPBQLT: Deadbott shall wntain hardened inserU to repel �cuthng tools. A straight
4eadbolt shall have a min. throw of 1 inch and an embed. M._ at of no! los,5 than 5/4
Inch into the holding device receiving tho projected bolt.
SE I 0, _QL6Z,ING -. Glazed openings within 40 Inches of the required locking device of the
door, When the door is in the closed PoWon, shall be fully tampered gj;ass or
approved burglary resistant mallvial, or shall W protootocl by met _ , s eens or
, 0 bar§ or
grills having a maximum opening of 2 Inches. . .
SE 11. UIDING DO : Sliding doom and winclows shall be equipped as follows:
1. With approved locking device. .
2. With a device in the upper channel of the moving panal to prohibit raising and
removing of the moving panal in the closed or partially open position.
3. The locking device installed in windows and doors providing emergency egress
shall be open or reloa4W , Ir" ft Wd of a koy., tool or
,, . (mm Ow _o without
I .
I , excessive force. � .
1591Z All glazing w4hin a 24 inch arc of either vertical edge of a door and within 60 inches
. of the floor shall be tempered, CBC25M.4(6).
13, Ali new glazing shall comply with Standard of the U.S. Consumer Product Safety
Commission, Manufacturer 4W ,MV4@
, p , Qortifw4o of Comp
. ,Dan
, loa to the owner.
,
7 �
LJ1EEWF.NJ§
11
Qigthg§_POMJr�eguirements: .
.OA I - When a compartment or space for a domestic clothes dryer is provided, a minimum 4'
diameter moisture exhausted duct of approved material shall be installed In accordance
with UMC Seclon 504 and ON. Door At ia , ry rooms 4411 have I 00 sq in min. opening
. , und
for dryer makel-up air ,UMC Sac We. .
,
,M2. Moisture exhausted ducts shall to inato on the outside of the building and shall be
� W
equipped with'�ack-draft damper. Scream shall not be insta
. � , -lied at the duct termination.
Ducts for exhausting clothes dryars s,W not be conne4od or, Installed with sheet metal
, .
sarews or otheis fasteners wW,h will obstruct the flow, Clothes dryer moisture exhaust
I duo shall not P:;Iend into or 0wou num.
_0 dw_# ple
�
Cggwag [a ReguirealgoW I
M4. Domestic free standing or bl,lilt-in ranges shall have a verfical clearance above the cooking
top of not less than 300 to unprotected ombustible material. When the underside of
such combustible material is protopW by a metal veotUfino hood, the distance shall be
� , � .1 . I
not less than 1'dW'. [QMC 509.41 ] �
.M5. The minimum horizontal distance from the center of the burners heads of a top (or surfia0e)
cooking unit to adjacent vertic4o owbustiblo surfac4
. . . wdonding immediately above the
� counter top shall be at least * It.
� -, J
.he
_, ds
,_11# i� . '*O by tho p ,, rit rnarld.0
,-W,a s , �gonth
.. ,,pW .ormano . a uni
.
.
vironmental Reauirements I
.
M6. An environmental air ducts Is any used for conveying air temperatures nor exceeding 250
Degrees to or from occupied areas If any occupancy through other than heating or air-
conditioning systems such as ventilatiori for human usages, domestic kitchen range
I ,
exhaust, battsoom exhaust duos, and damestic-type clothes dryer's exhaust ducts.
,
11
M7. Environmental air ducts shall be substantially airtight. Exhaust ducts shall terminate
outside the building and shall be equ1pW with back -draft dampers, .
I M15. Ducts used for domestic kitchen range ventilation and domestic clothes dryers shall be of
metal and shall have smooth Worior surface. AWoved flexible duct connectors not ore
8'in length may be used in connooWn w .;
. , Ah domestic dryer exhausts, Flexible ducts and
I
connectors shall not be conce" within cons;tructiop. Bathroom and laundry room
axhaust ducts may be of gypsum wall board subject.to the limitations of UNIC Section
, , .
001 . Exhaust ducts no wdena Wo of t. WvoMo duct$ or pjorluM�
� ,
Warm -Air He 1111 I
W� Warm-& heating systems 040 be instoW In accordance with all requirements of UMC
Chapter 3, 7, and 8. .
M10. There shall be a positive separation 000sen combustion air and outside or return air from
blower- type Ineating systems.
�Mll� Ou '
I . tside or reNrn air for a heating system shall not be taken from any of the following
. locations:
: I 1. Closer than I O' from appkivves vord outW, a vent opening of a plumbing
: . drainivge Systern or the dischW90 outiet of 40 oxhau$t fiK unless the outlet is
� . 3'above the Outside-skk*t, -
;
: 2, FrOM a room or sPace haWV 4ny,!m#lbufr*V app4ances thorpin except as
i
I permitted in UMC GligpW Z . I
! I .
.
: Attic Furnace ReguiLqUagg . I
� _ t§i 11
W 2. Aftic,.fumace shall be installed in aomrdance with UMC SocAion 319: .
,
U1 3. An attic or furred space in which a warm -air furnace is Installed shall be accessible by an
.
� opening and passageway as lwge 4s the l"St Piece of the furnoce 4nd in no case Im
I than 30�x 30* continuous from the operfing to the furnace and its controls,
U1 4. The distance ffom the passa away #cow to furnace "I not oxce,W 20' measured
I I a , . .
Wang the center line of the passageway. The passqaW4y §.h.aij bo unobstructed and
.
$hall have continuous solid flo ',% nQ4 Wos than W. -W
.00 , **
, fro, thqq.
M .00.4rice opening to
the furnace. �
,
U15. Unless; the furoace can be service from the required amm opening, a level wolrking
platform not less than 30" in depth sW be provided in front of the entire firebox side of
. the warm -air furnace, and if the furrum 116roporature-firrilt control, air filter, fuol-control
.
vWve, vent collar or air -handing "o is n
, . 0 serviceable fro of the
. , ,.m the firebox side
furnace, a continuous floor not Im Ow from
,. , 24' in wkhh sihail be provided - the Oatform
in front of the frebox side of the funlWa to and in *oM Of this equipment.
M16. A permanent electric outlet and lighting %dure controWd by a switch iocate,d at the
I required passageway opening shall be provided at or near the furnace.
I
;MI 7. AJI ducts in attic shall have insuWtion with- a min R-value of 4.2 or higher level as required
! in Table.6d of CIVIC.
I :M1 a. Provide dbI joist bellow support unit. Use seismic braces or anchor unit to platform.
� , �
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. CLOVES DAY4*- ft- ,%�A*Usr DUCT IS UMITED TO 1-f
,.
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K, � I WJTN 2 ELOOKI . �� eTIVS ISNGTti By r FOJR NACH ELBOW I
� . :
I 1N,EXGjS8 OF TWO (504.3.2). ._.-." .
: __.. - ____ - - -------- - ----- ----.-,---.---
.
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I � StIOW DErAtLs &MECHMIC �. I
.
-� FOR OPEN TOP BROILER UNITS ,
EXHAUST SYSTEMIDU OT/,H00DJri HOUR SHAPT WHEN �
.
k I el 0 .11.1\ Flaje&�k'Nd A 051UNG OA -FLOOR LD �72 '- � --- - - - ..."'.....1--_ ..... .. _�; -
I'll .;___________._-_____-._ 7- -
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. . �blffjgY REQUIREMENTS. /
I
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ENI - Upon Completion of installation oil wall, ceilings, and floor insulation, the installer shall
post in a conspicuous location in th ti .
. a Wilding a Cort.iftato signed by the,insWiler ska no
that Insulation has been installed on c , lans and th I e requireme . nts of
I , . ,Wommoc* with the P
�
Title 24, Part 6, of the State of 0 forni,a r;nergy Code, The cortifi, to sho
I Ali ca .11 41*o, stat#
. the Manufacturers name and makedals l0n0coon arW tho R-valua.
EN2. The builder shall provide the building owner 4 Ito of tho heating, cooling, water heater, and
,
Lighting system and features, con, 1p000rlis MW MochonicaJ devices, conservation or, solar
devices installed In the buildinQ and iWnpi-p on ho. tou. hem y. ' .
, I #0 . w so t efficientl
'
EN3. All heating systems shall have a" automatic thermostat with a clock mechanism which the
50ding Occupant can ma6o,ally Progrw to 4OWMAUQ44y sot 44ck the thermolat ,sot
. , �
�
point at least two period$ within 24 hatim, I
EW. Lighting Installed to Meet the MinUnum officacy requicoments,shall not contain maONrn
base incandescent lamp wkob
- , ,, and 0Al to on *4PAr4te'switches, from 40Y
1 ,
. �
,
inc�andescent lighting. �
I EN5. All incandescent lighting fixture reiAh it ,
, , wed into ia,ulai fXJ ceilings shall be approved for zero
.
clearance insulation cover by YL orotogr appro I nQ r000 rilzod
I I . ,v0d IC by a teol laboratory ... g, � ,
by the IC80. . I
ENO. Ail fan systems, regardless of volumetric capacity, that exhaust air from the building to the
outside shall be Provided with bw* draft or automatic dampers prevent air leakage.
.
I
ENT All manufactured fenestration proclucts shall compy.w'ith the following: .
. a. Shall be listed In Califomia grio.My 00 ission prjgrt I %ollopn.
� , . - . maroW ,on
b. Shall be certified for overall UvMlue. I I
c. Shall- have a temporary 1A.W. not to be removed prior to aoilding Inspection by the
, -
City auilcling Division, which s.tato.s -value.
. � the co(tifio.cl U
, ,
0. Shall have a porm4nent labo- 4 im - "� if the
� ,,"
� 1. Ow ,� # , @, Uie c*M.ying orgonization and.
� , _ju , , , _
I -
rating procedure. . - I
.
ENS. Doors, joints and,others oponing;i. In the OW10,ing envelope tha
. , t are potential sources of air
. - �
Leakage shall be caulked *,ga,ft - stri -
. _ _.toa, W444W
0 ., , " . , or Qtborwis sealed to limit
. ipw , .0
.
�
.
infiltration and ex filtration. I .
ENS. Any appliance for which there is a QaWomia sta
I .. . oclard established in the appliance,
..
efteno� standards, may be Installe4 only if We maniifiiicturer has cort �
. ,ified lo the
.
. commission as Specified In those ra
I , , gulations, that tpa ap
, ,pliances complies with the
I ,
applicable standard for that appliama. iW40ed are room air conditioners, central air
conditioning heat pump shall have b w� certifiW. to the California Enor
. � gy Q
IV$ manufacturer to . comply with the , m.rrlmission I be
I . 4paUwmolciency Ste d
ENIO. Ali masonry and factory-bolit firop1w.** a n. ard. -
..,
I . , � � _W Ww � 4 .,J or glau door covering
. , # __;se,#0Io mota .
the entire opening of fire box. �
r
�
.
EN11, All oabuaian ar lotake to Oraw air #am the quW0 buiWing. direcOy into t
. . I -he firopiac,e
I Firebox is required. TheoomOmW
, , on Intake "� be at least 00 in area and,shall be
equip ,
.. pod with readily accessible, opergoe, a,ad tabt�-f#bng dpMW gr Wmb,4400roir
control device. see MF-1 R for 'Mom*", M-ewre 0"10. ,
EXCEPTION: A fireplace locatod.on a slab op gm4o -RQ*r 460 not on and r or w, It.
EN19. All 444 -i . t lighting 0,4uro r#.ce , . "o i 4
.. I ,. rid ii5en , ood Into imulgt h,
I . , _#0 co , . , �
Zero-clearrmce insulation cover (IC) by UIN , � Woo 0 oil be APPMV0 for
oewriter Laboratories or other to.4ing/rating
,
Laboratories. Recognize by the Ir*umfwW Conforon e _
c, of OWWin OM 'a (IC.F _ ).
. . .9 , pis ,O
EN 1 3. All new glazing shall comply with Sta
, , noaro of I US Ca aw od
, ,, pr u4s We
Commission. Manufacturers to, he ' .,_Iy
� %ipply Cortifir -
. , Ate of Compliarice 19 owner
EN14. 'Mandatory Me4§wE@s: See Enerily Calculation . s. ,
' I ".. ,
a, All exterior waif .shall how's R-1 3 bat insulation .
0. All �ceifing or conditioned attic area shall havp R-30 bat. insulation.
c-� All raised floor Over 1,1000dilloned space. shall have R-19 bat insulation,
d, Water heaters shall havo RA2 Womal Tani; Insulation, See Plumbing' P6.
I I ,
e. All windows glaging sh ,
, .411 be aggL91M. UmOAQ
� , _ . . max. SHOO,= 0.35
f. Ail e,* _ .. ,
, odor opening, to be wo*- h#r,sit ri i
,_ ., _ il � , .ppr v d rn a
yio,h a . 9, 0 1 aten 1.
I
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2741-46
E
CONNECTION
I
NAILING*
-
Joist to sill or girder, toenail
3-8d
-_
I "x6" or narrower subfloor to each joist, face nail �
2-8d
1 "x8" or wider subfloor to each joist, face nail '
3-8d - 1
-
2" subfloor to joist or girder, blihd and face nail
2-16d -_ I
I
Sole plate to joist or blocking, typical face na.il -
- 16d@ I 6"oe I I
-
'
Sole plate to joist or blocking, at braced wall panels
3-16d per 16"
Top plate to stud, end nail .
2-16d
Stud to sole plate, toettail . -
4-8d
-
Stud to sole plate, end nail
2-16d -
Double studs, face nail
.16d @ 24" 6c_
---
Doubled top plates, typical face nail -
.
I
16d @ 16" oc
I
Doubled top plates, lap splice
8-16d -
Blocking between joists or rafters to top plate, to . enail -
3-8d
Rim joist to top plate, toenail
_8d @ 6" oc...
� . I
Top plates, laps and intersections, face nail ... __
2-16d. -
Con�inuous header, two piec�s . -
16d @ 16?'oc ach Sdge'
Continuous header to stud, toenail
4-8d
I
Ceiling joists to plate, toenail . -
.3-8d
Ceiling joists, laps over partitions, face 11ail
. I
Ceiling joists to parallel rafters, face nail -
3-16d -
Rafter to plate, toenail
3-8d
--gu-ilt-up comer studs � ..
16d @ 24" oc -
Built-up girder and beams, top and bottom
Built-up girder and beams, ends and each splice -
20d @ 32" oc .
2-20d staggered -
Wood structural panels �
Suhfloor and wall sheathing to framing
1/2" or 1�ss
1 19/32" 1" . .
1 1/8" 1 !/4" .
. .
.
Roof sheathing . -
6" oc. edges &
12" field (typ-)
6d common
8d con-unon
10d common
I 8d com-mon
* Common or box nails unless noted otherwise
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. PAGE 4 OF ' __11� . I t��
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.. . . I ICF,�40*)S I 111%Adt' 1.
I I I �1()q - ... - 11 mnx�i , . I,-
___ v..... ��____ ---1�_._1
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1111
I
.
.
I- DBL TOP PLATE
.. g 6 i 1 10 11 18 22 25 28 2- SM.. SEE PLAN 1 I- FLIP OR VALLEY PER PLAN
3- SIMPSON ST6236 2 RIDGE BOARD OR BEAM PER PLAN
4- POST. SEE PLAN
• 5- TYP. STUD T
3 3- SLOPED AND SKEWED HANGER
4-- BEVEL TOP OF RIDGE TO ROOF
6-- 16d'S i 12" O.C. PITCH
STAGG. EA, SIDE TO
- - _I.I 9 90 POST', AND MIN. (5) - 6- SIMPSON
S5-SIM TOP PLATE
1 ! 1 ! ) I !eO- OPP5 TO EA. SIDE TO DBL
PLATE
1 ile -A 16d'S TO EA. SIDE OF
r BEAM PLAN VIEW 0 RIDGE
7- POST OR CORNER STUD
of ! ! ! ! JIG 7 BLC G OR RIM JOIST 8- HEEL CUT HIP / VALLEY AT WALL
TYPICAL POST ii3
8-- (3)16d TOE NAILS EA. SIDE 9- (3) 8d TOE NAILS TO TOP PLATE
SILL PL. CONN, 10-- 2X STUDS
16 17 16 17 23 ` f i t ! i ) �' 10— 2X �— A34 EA_ SIDE OF POSTil— 2X
r ` I ! ! �26 �27I 24 11-- SOLID L13LL< G 2 4 12— ROOFS T'G
20
o t ! ! ! ! 12— (5) 16d's 13— EDGE NAILING
$ 14 15 14 13 C25 I! !I )! I II 2 1 14—R/R PER PLAN
L) !I I) 1 I1 7 2 8 1 • 15- (3) 16d'S EA. STUD (U.N.O.)
16-.APPROVED
I I 3 16- . APPROVED HANGERS [ (3) 8d
a 1
I2 l9 17 20 ° 4 i ; 1 ! k 1 it TOE NAILS PER RAFTER FOR SPAN
JIG OF 8.5fY. OR LESS
ELE�+A110N 17 SIMPSON H2.5 AT 4$" O.C.
13 ! 1 K ! II o° o♦ 7
oji I It f TI 12 1
r o 9 1 ! I4
,I f! fl� Il E It
.a' 11 11 II 1 I!:
II II 1 j4 4 9 g
�d 9 6
`i l ! -j !� I ! I FLUSH BEAM 6
( ` DROPPED BEAM 3 '
1 13 WALL FRAMING ELEVATION 3t3 25 3 2` 1 — PLAN AT WALL PLAN 0 WALL
$ I— TOP OF SLAB OR FOUNDATION 1&- TOP PLATE SPLICES TO 22— PLYWOOD SHEAR PANEL 1 6
WALL PER PLAN OCCUR DIRECTLY ABOVE PER PLAN 1 2
2-- ANCHOR BOLTS PER .PLAN; STUD OR POST & SHALL, 23— TRIMMER* SHEAR PANEL 1 9 8
MAX. SPACING: 77' O/C LAP Mule 48" PER PLAN a ♦ ♦ ®' ® o • • ♦ 0 4
31 31 & WITHIN 12" CIF' SILL ENDS 11- (2) 16d END NAILS EA_ SIDE 24- POST 0 END OF SHEAR _
MIN, (2) A.5.'S PER PIECE JOINT ® SPICE LAPS & PANEL PER PLAN
OF SILT PLATE (U.N.O.) INTERSECTING PARTITIONS
25- SHEAR PANEL. EDGE NAIL'G 7 DROPPED BEAM
3-- 2X SILL PLATE; 12— 2X BLOCKING AS REQUIRED PER SCHEDULE �
4— 2X STUDS ® IV, O.C. U.N.O., PER U.B.C. 26— SHEAR PANEL FIELD NAIUG
W/ (2) 16d END NAILS OR 13- OPENING WHERE OCCURS PER SCHEDULE' 2 ELEVATION ' S
4-- 8d TOE NAILS EA. ENL? 14- 2X TRIMMER W/ 16d ®12" 27- USE 3X STUD ® PANEL 6 I 3
5 CORNER STUDS 4 WALL TO TOP & SILL PLATES Q/C STAGGERED TO KING JOINT IF SHEAR PANEL 6 12 13
INTERSECTION 5-� CORNER STUDS OR POST STUD U.N.O. EDGE NAILING IS SPACED ® 4 i4 s
PER PLAN 15- 2x KING STUD. USE DBL.. 2 O.C., STAGGER: NAILS DROPPED BEAM
6— (2) 2x TOP PLATE, NAILED KING STUD 0 OPENINGS 28— EXTEND PLYWOOD ABOVE ♦ ° ♦ " ' ELEvATi�
TOGETHER w/ 16d ®ls" OVER 8=0" WIDE, U.N.O. TOP PLATE IF INDICATED ON
O U.N.O. 16— HEADER PER PLAN PLAN OR DETAILS � 1 12
Z8 26 17 CRIPPLE STUDS 16" 29— HOLDOWN OR POST ANCHOR 1 2
7- AS A TEMPORARY BRACING. USE O/C U.N.O. PER PLAN 13 10
�$�- > � (t4 2 17
22 22 1X4 OR 1X6 DIAGONAL LET -IN 18— ATTACH HEADER TO 30- INSTALL POSY ANCHOR PER Rya To VALLEY 14 12 16
BRACE S EA. CORNER (OR TRIMMER &ICING STUD W/ PLAN ON OUTSIDE FACE OF
30 31 NEAR THE CORNER) & 0 SiMPSON A34 EA. END 0 PLYWOOD SHEAR PANT L FLUSH BEAM
OPENINGS OVER 10'-0" 13 12
24' 141,
MAX. 2S° INTERVALS-. AiT: U,N.O_ t0
25 SIMPSON WS STRAPS. WIDE (U.N.O.) 31- NAIL CORNER do MULTIPLE ♦ o ♦ ' L5
1�— 2X WINDOW SILL, U.N.O. STUDS TOGETHER W/ 166
NAIL
BRACE
IN PAIRS 20— (2)I6d FACE NAILS OR (3) 12" O/C STAGGERED 6
30 $- NAIL BRACE TO PLATES. 8d 'TOE NAILS U.M.O.
STUNS. & BLOCKING W/ (2) 21- (2) 16d END NAILS PER 2'° 6 1 1l �14 1°i 1T
8d ® E.A. BR'G ® OF HEADER. DEPTH 0�
9— MIN. 45 , MAX. 600, BRACE ROOF TO WALL
2314 31 39 22 24 25 TO COVER MIDI. (3) STUO 5 2
SPACES
SHEAR WALL INTERSEC11ON CORNER 0 SHEAR WALL DROPPED BEAM 4 ROOF TO WALL
WALL FRAMING DETAILS DROPPED BL�aN€ ROOF FRAMING. ®TAILS 5 i
EA T POST DETAILS " 1 {
1— DBL, JOIST OR HEADER
1 2 l3 6 @� 4 2-- APPROVED TOP FLANGE
10- MAX. 40% OF THE STUD WIDTH _ DANGER
4 2 3 T 1 JOIST DEPiE! 1 DIAPHRAGM BOUNDARY d� 3- 2x12 STRINGERS
2- OUTER 1/3 OF SPAN--- OF ANY STUD. MAX. 60% OF �`-`- "'� 4- 3/4' PLYWOOD (U.N.O_
NOTCHING & DRILLING THE STUD WIDTH IN NON- 2- PLYWOOD PANEL EDGES
IS PERMITTED ONLY IN BARING PAR11TIONS OR IN � � 3- INTERMEDIATE BEARING 8Y ARCHITECT)
AN
4- R/R OR F/J PER PLAN 5- 2X4 PLATE ANCHORED W/
THIS SECTION OF JOIST ANY WALL WFTERE EACH ,BORED SHOT PINS AT 24" O.C_
i 3- MAX. 1/0 JOIST DEPTH STUD IS DOUBLED,(MAX: TW'0 1 5 LAY LONG DIMENSION W/ 2" DIA. WASHERS
D i ! �� OF PLYWOOD ACROSS PER ARCH.
4-- MAX. 1/4 JOIST DEPTH DBL STUD.) JOINTS NOTE- NO OVERCUTTING OF
✓�1 NOTCH WITHIN JOIST 11-- MIN. 5/8"CM TO EDGE 6- 24" MIN. SHEET WIDTH 1 4`2 STRINGERS
DEPTH OF SUPPORT; 12 SIMP. NS-2 EA. SIDE 5 7 STAGGER PLYWOOD END
NOTCH JOIST LOCATE ON TOP EDGE OF PLATE 0 HOLES JOINTS MIN. 16" 3
ONLY UP TO 1 3/4" DIA. ,
5- MAX. 1/3 JOIST DEPTH 13- SIMP. ST6224 OR 8- PROVIDE_ W S IP G
HOLE DIA. ST6236-MIN. (8) IF MARROW STRIP EVEN
1 (6 1 6- 2" MIN. CLR. TO EDGE NAILS TO EA. SIDE __ ; IF DIAPHRAGM DOESN'T
OF JOIST NOTCH � REQUIRE EDGE BLK'G 5 i
7- MIN. 2-HOLE DIA. 14- IF NOTCH OR HOLE 9- R®0!= SHTG - 1D CDY
BETWEEN HOLES EXCEEDS 5090 OF PL. ! A.P.A. D (U.N.0)
/5 8- STUD WIDTH WIDTH, USE ST STRAP _ _ _. � I PLYWOOD (U.N-
- �J 9- MAX. 4f19: STUD WIi3TI`k EA. SIDE OF i'L 10- FLOOR $IiT'G -- 5/8" COX 3
A.P.A. APPROVED TO? OF CCAOM1>r
NOTCH ® NON-BR'G 15- A.S.'S PER PLAN g PLYWOOD (U.N.O.)
WALLS; MAX. 25% 16- IF NOTCH OR HOLE I 11- DIAPHRAGM NATL'G TO
WIDTH NOTCH 0 EXCEEDS 1/3 OF PL_ _ ®
EXTERIOR OR SR'G WIDTH, LOCATE A.B. 8d NAILS:FOLLOWS, WITH INGER AT HEADER AND BASE 6
WALLS WITHIN 12" OF EA. SIDE � BOUNDARY: 6" O/C(U_N.O_)
OF NOTCR OR HOLE � O ROOF PERIMETER. ev
�, 1- MIN. 3/4" PLYWOOD
7 2 6 I4 12 — _. PLATE, LINES, CHORDS, NOSNG 1 (U.N.O. BY ARCHITECT)
IO STRUTS. & AS SHOWN PER 2- A35 PER STRINGER
g MOLE 0 N PLANS
6 ®/0 (U.N.O.) ARM 3— I6d's AT 12" O.C. STAGG.
' JOIST 4- 2,X CONT. PLATE
10 --`�'+ �, ® ALL BEARING ENDS �c � ARCH- s-- 2X12 STRINGER AT 16"
EDGES OF EA. PLYWOOD
NO HOLE -ALLOWED FSHEETIELD. ROOF T2' O/C,
O.C.
„
��T THIS SECTION PLAN ( TOP PLATE — io 11 FIELD: 2 3 7- 2X8 F/J AT 16 O.C_
�+� -��� 33 o FLOOR 10" O/C ® ALL 6- DBL JOIST OR " O.
(� I INTERMEDIATE BEARING
11 [ POINTS, ALL NAILS TO 4 NOTE: NO OVERCUi jNG OF
�y p HAVE MIN. 3/8" EDGE STRINGERS
Y DISTANCE 5
X
j 1 NOTCH & HOLE 12� pBL JOIST OR BEAM
Ai
PLAN SILL PLATE TYPICAL PLYWOOD LAYOUT PER PLAN
STUD 13- DBL HEADER JOIST OR BM
_ 8 95 96 16 14- 'FAIL JOIST $ 7 7
15-- APPROVED BANGERS,
II ® HDR. JOISTS
fi �I— - 16- APPR. HANGERS
DRILLING & NOTCHING DETAILS - STRINGER
�! p D N
T TAIL JOISTS > 6'--Q" STRiINGER AND LANDING $
20 LONG -
L 17- (3) 16d TOE NAILS
1e �s' 1e� 1a
TAIL JOIST < 8°--O'. ,�--- r' _--�•
1P� --- 1-� SILT PLATE LONG
18- EDGE NAILING �° ♦ ♦ ♦ • '
2- 2x6 OR 2X4 STAGG. 18 92 13
3 STUD WALL 19- SEE PLAN' FOR OPEN'G `: 2
2 4- SHEARANEL Y' MAX 20- T LKIP. 2-BAYS 1 ♦ ♦ 7 3
l3 4 2 5- PIPE 15 I4 Btlt G WITH CS15O
♦ o ♦ s
6- STRAP 1/8"X 1 1/2"
METAL 'TIE W/ (4) 16d's — 16
q EACH END ♦ • 1
97 ♦ 5 4 P ♦ 5
I ♦ ♦ o
j 2 ' 1-- R,%R OR TRUSSES 3= PLYWOOD W/ E.N. TG 5- S!(u1PSO�t MSTA36
7- PROVIDE BLK'G
(PROVIDE R/R OR 2X LEDGER STRAP BOTH SIDES BETWEEN ROOF RAFTERS/ _61 .
FJtCHSSI TO STACK 4-- 2X LEDGER W/ 16d*s 6-- CHIMNEY CHASE TRUSSES W/ EIN.
PLUMBING SHEAR WALL DETAILS PLAN VIEW ELEVATION 19 TYPICAL 4PEINING IN PLYWOOD a ZBLK`G�TYP. BETWEE O.C. TO iRAMlALG
PLYWOOD DIAPHRAGM DETAIL � ROOF FRAMING &i.11 TO STACK
1— WOOD STUDS AT MAX. 3-- VENEER TIES, CORROSION HOOKS AND BENDS
Oct 1- CUT HOLE IN PLYWOOD
� 16" O.C. RESISTANT WIRE, MI�f_ 12 1
GAUGE, LOOPED THROUGT! R 2 1/2 " MIN. ONLY As rzFo�t To
2- REINFORCEMENT NOT LESS MESH WITH LEGS OF MIN. INSTALL FiREST�/
5 4 THAN 2"X2"X16 GAUGE 15" LENGTH SENT AT 2
GALV. WIRE MESH, 2 PLY RIGHT ANGLES. LAID IN
SAT PACER. PROVIDE BLKG
:3 C4- " _ _ _ 2- SECOND OPENING
JOISTS
WATER -PROOFED PAPER- MORTAR JOINT PROVIDE 90'HOOK 180°HOOK
t BACKED, ANCHORED TO FOR EVERY 2 SO. FT, OF
3- FLOOR DIAPHRAGM &c
WOOD STUDS WITH 2" !2= 3d for }I<2 to iNCLU9IVE JOlSY AS
STONE VENEER AREA R- 4d for }9 and 4- 2X FLOOR PLAN
r GALV. STEEL WIRE SPLICES LEDGER W/ (3} 16d
1 i FURRING NAILS AT 4`° 4-� STONE VENEER AS PER d PEA --- PER STUD
O. '.. AND AT TOP AND
ARCHITECTURAL PLANS (24" mm) 4 5- "BALLOON" FT2Ald® WALL
BOTTOM WITH NOT LESS (id" MAX. THICKNESS)
THAN 8d COMMON NAILS 5- 2,. GALV. NAILS WITH MIN.
"
AT B O.G. 1 1/8" PENETRATION 5
f 2 6- CEMENT GROUT, MIN. 1"
THICK
STONE VENEER TO,STUD WALL C®NNEGTi: N 1. ♦ REINFORCING. AR DETAIL 12 DETAIL 0 SECOND FLOOR FRAMING 9 IL
MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF-1R
Note: Lowrise residential buildings subject to the Standards 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:
* 150(a): Minimum R-19 Ceiling insulation.
X
150(b): Loose fill insulation manufacturer's labeled R-Value.
X
* 150(c): Minimum R-13 Wall insulation in wood framed walls or equivalent U-factor in metal frame walls
(does not apply to exterior mass walls).
X
�c 150(d): Minimum R-19 raised floor insulation in framed floors.
X
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 weatherst6pped; 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
1500): 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. Furst 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
* 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 applicable requirements of UL181, UL181 A, or UI181 B .
If mastic or tape is used to seal openings greater than 1 /4 inch, the combination of mastic and either
mesh or tape s all be used. Building cavities shall not be used for conveying conditioned air. Joints and
duct
seams of 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)l.: 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
c14.8 General Requirements
05.8.1 Notes to be placed on the plans:
c16.8.1.1 Maintenance Information. The builder shall provide to the building owner at occupancy maintenance information for all features, materials, components, and manufactured
devices that require routine maintenance for efficient operation. Required routine maintenance actions shall be clearly stated and incorporated on a readily accessible label.
The label may be limited to identifying, by title and/or publication number, the operation and maintenance manual for that particular model and type of feature, material,
component, or manufactured device.
c17.8.1.2 After installing wall, ceiling, or floor insulation, the installer shall make available to the enforcement agency or post in a conspicuous location in the building a certificate
signed by the installer stating that the installation is consistent with the plans and specifications described in Section 10-103(a)2.A and for which the building permit was
issued and conforms with the requirements of Port 6. The certificate shall also state the manufacturer's name and material identification.
CERTIFICATE OF COMPLIANCEi RESIDENTIAL
Page 1
CF-1R
Project Title.,,,,,...,
PROPOSED VAN NESS RES
Date,.02/22/05
111 00, 12
Project Address..„ . „
. 2063 SOUTH VAN NESS
_____________________
Documentation Author,..
SANTA ANA
Christopher S, Leighton
xv6,01 I 112i______________ I
xA*XAAw It I
Terry Engineering
W_t�W'heZmlak�t�e
180 E MalnSt Ste 150
I
Tustin, CA 92680
I -----------------
I
(714) 838-1124
1 Field Check/
Date I
Ctimate Zone.,....,.,.,
08
---------------------
Comp ti ance Method,,.,..
MICROP'AS6 v6,01 for 2001
Standards by Enercomp,
Inc.
I MICROPAS6 v6,01
File-SO500690 Wth-CTZ08S92 Program -FORM CF-1R
I
I User#-MP0206
-------------------------------------------------------------------------------
User -Terry Engineering Run -PROPOSED VAN NESS RES
I
GENERAL INFORMATION
Conditioned Floor Area....,
1430 sf
Bud ding 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
Ftoor Construction Type....
Raised Floor
Glazing Percentage— ,... .
13,1 f of floor area
Average Glazing U-factor...
0,99 Btu/hr-sf-F
Average Glazing SHGC,......
0,74
Average Ceiling Height„...
8 ft
BUILDING SHELL INSULATION
-------------------------
Component Frame Cavity Sheathing Total Assembly
Type _Type-_ R-vatue R-value R-value U-factor Location/Comments
Roof n/a R-19 R-n/a R-19 0.051 Existing Attic
Walt
n/a
R-0
Wall
n/a
R-13
Door
n/a
R-0
Floor
n/a
R-0
StabEdge
n/a
R-0
Area
Orientation (sf)
Window
Front
(W)
12, 0
Window
Front
(W)
12, 0
Window
Front
(W)
12. 0
Window
Front
(W)
12.0
Window
Right
(S)
12.0
Window
Right
(S)
12, 0
Window
Right
(S)
1210
New Attic Cell
R-n/a
R-0
0.386
Existing Ext W
R-n✓a
R-13
0,088
New Ext Wall
R-n/a
R-0
0,330
Exterior Door
R-n/a
R-0
0,097
Existing Floor
R-n/a
F2=0,720
Covered
FENESTRATION
Over-
U-
Interior
Exterior
hang/
Factor
-----
SHGC
------
Shading
---------------
Shading
Fins
0. 990
0.740
Standard
--------------
Standard
-----
None
0.990
0.740
Standard
Standard
None
0.990
0.740
Standard
Standard
None
0,990
0,740
Standard
Standard
None
0.990
0.740
Standard
Standard
None
0.990
0.740
Standard
Standard
None
0.990
0.740
Standard
Standard
None
CERTIFICATE OF COMPLIANCEi RESIDENTIAL Page 2 CF-1R
Project Title„ .... ,. PROPOSED VAN NESS RES Date„ 02/22/05 Ili 00112
I MICROPAS6 v6.01 Fite-SO500690 Wth-CTZ08S92 Program -FORM CF-1R I
I User#-MP0206 User -Terry Engineering Run -PROPOSED VAN NESS RES I
--------------------------------------------------------------------------------
FENESTRATION
Over -
Area
U-
Interior
Exterior
hang/
Orientation ®-_-__-
_____________
(sf)
-----
Factor
______
SHGC
Shading
Shading
Fins
Window
Left
( N)
15, 0
------
Oa 990
O, 740
---------------
Standard
--------------
Standard
-----
None
Window
Left
( N)
15. 0
0, 990
0. 740
Standard
Standard
None
Window
Right
(S)
9, 0
0, 990
0, 740
Standard
Standard
None
Window
Back
( E)
15, 0
0, 990
0. 740
Standard
Standard
None
Window
Back
( E)
15. 0
0, 990
0, 740
Standard
Standard
None
Window
Back
( E)
15. 0
0, 990
0. 740
Standard
Standard
None
Window
Back
(E)
15, 0
0, 990
0, 740
Standard
Standard
None
Window
Left
( N)
4, 0
0, 990
0, 740
Standard
Standard
None
SLAB SURFACES
-------------
Area
Stab Type (sf)
________________ ------
Standard Slab 494
HVAC SYSTEMS
Refrigerant
Equipment Minimum Charge and Duct
Type Efficiency Airftow Location
____________ ____________ _______ ___________
Furnace 0,630 AFUE n/a Attic
RoomHP 10.00 EER No Attic
Tested ACCA
Duct Duct Manual Thermostat
R-value Leakage D Type
_______ _______ ______ __________
R-4,2 No No SetBack
R-4,2 No No SetBack
WATER HEATING SYSTEMS
Number Tank External
In Energy Size Insulation
Tank Type Heater Type Distribution Type System Factor (gat) R-value
Water Heater to meet minimum CEC Standards
CERTIFICATE OF COMPLIANCE, RESIDENTIAL Page 3 CF-IR
---------------------------------------------
Project_Title s-_._ss__,- PROPOSED -VAN _NESS _RES
-__-_--__--Date_,02/22/05_11i00i12
I MICROPAS6 v6.01 F I 1 e-S0500690 Wth-CTZ08S92 Program -FORM CF-1R I
1 User#-MP0206 User -Terry Englneering Run -PROPOSED VAN NESS RES I
------------------------------------------------------------------------------=
COMPLIANCE STATEMENT
This certificate of compliance tests the building features and performance
specifications needed to comply with Title-24, Parts 1 and 6 of the
California Code of Regutations, and the administrative regulations to
implement them. This certificate has been signed by the individual with
overall design responsibi(ity, When this certificate of comptlance is
submitted for a single bull -ding plan to be built in multiple orientations,
any shading feature that is varied is indicated in the Special Features
Modeling Assumption n,
DESIGNER (OW!N�ER).r DOCUMENTATION AUTHOR
Name,,,. c=__� a z v_____- Name.,.. Christopher S. Leighton
Company, _____________________ Company. Terry Engineering
Address, 2063 SOUTH VAN NESS Address, 180 E Main St Ste 150
SA'NTA ANA CA
Phone— -------------------------
Llcense.-_______
S I gned./_`
date)
ENFORCEMENT AGENCY
Name,,,, _ _ ---
T i t te, . , _ _1�� -E_-
Agency, ...... Z_R.`��_
-------------------------
Phone .., _-- �� ` t�22� _
Signed... ------ --- --- �----
- date)
Tustin, CA 92680
Phone— (714) 838-1124
Signed.. - --- --------W
( date)
UPON COMPLI7TION OF CONSTRUCTIONi CONTRACTOR SHALL
OBTAIN CF-55R FORMS FROM THE CALIFORNIA ENERGY
COMMISSION AT, 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
PRIOR TO FINAL INSPECTION,
h
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Exp. 3-31-2006
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Date:
02-22-2005
Scale:
AS NOTED
Drawn:
CL
Checked:
JT
Plot Date:
02-22-2005
Job No:
050069
Sheet:
T-24