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ADDITION ! RESIDENCE
ifle 1' MCLEM ►° 92703
Project Address
Mcumentation Author Tel
PACKAGE %Compliance Method (Package or Computer)
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suildtnA Pow is
Stan C' cia.: ow
Herd C9k I Out
GENERAL INFORMATION
Total Conditioned Ploor Area 713 Its Average Ceiling Height: _ h
Conditioned Stab Fttapf .Ar+e a fC`
.Building Type: ilC Single Family _ � Addition
(check one or mere) � utta.Fnmily Existing -Phis Addition
FIront orientation: ,,q,,,,,,-,,,,,,, North t South f East , m Orko at#ons
ONE
(tow rww oponeciwt to * vicet trial Till`N"`h and eiecks aft)
Number of Stories$, (fit
s}tumber of Dwallirsg Units: ONE
Fluor Construction Type: ` labfitaned Floor ('ads Omar bodt)
ITAN_T RARRI Required for this suban tud .5 _to
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* +l F -f t c#.is ateurtPS. ttsx : tLR'ttiiT.t. € !1 s;:+0f ,+,
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5
TOTAL : 1.18 SF < 713 SF X =142 SF IS OX
January 5, 2001
ADDITION TO THE RESIDENCE AT 4 11 a5
Pr2jettTitle 1309N MCLEAN DR. SANTA ANA, CA 92703
'vtrtt ` lnpitt hydrprtiC irr c�rrrsbtxtei ttydrunta^, data tsxtder tti�>dcr Hc-atutg Systeaas, crgcpa 13cign diea#ing Lt>ai:
tlrstriburitan
!!eating liquiputom M"snim am Type and Duct or Heat Pump
Type Onra ti.heat Efficiency Location Piping Thermostat Configuration
. are,l AM or 11 darts, _ _ art:,: R-Va1a1e: T dpC f. ht ux =JE1i
(otshng Equr}rntent ltnirr urEa Duct !feat Pomp
Typetarn"nihowcr. Efficiency Locatwin Duct Thermostat Configuravort
hit ecolin i OFFiRt lot €tic ec,a R�V� T c f lt#ux aka
5 and .TXVs for Alternative Mtk ttr£S
0 Sealed Ducts €iti cintwo taetes4
: tnitallcr :corm& and €cnafttimiort"NER,S rates' fund "Sifirsolin rit"r )
13 TK11s or Commssston approved equt'valcrrt, tt».-attity acetsstble icursaa ratio 2 taw# s i s aaiy}
0WAlkr testing and cwiflwlan arxt 14M Rates or fWd veniUsillis tom. )
OR
13 Alterstative to Sealed Ducts and M s {see Package C err D Alternative Package Features for Project Climore Zone)
Climarc "Lone Window SHGC Window G-Factior SEER !#eating
35 40 .80 .80
WATER N SYSTEMS
Etderg'lr` FxXtrai
Rated' Tank Factor or T
Water Heater Distribution Number her Input taw Capacity pecavory StAndbyt Insulation
Tvne Tvric tit Svacm na y Efi'kclenc• Lots !u R_ar .
Dasm
t. riu rxna#1 Eas want = .8tanac tstg?;zr: of kss tiara v�,t$mal to "S.o�td ?arj, ckcaYc xcarstat:sc. and hcanp+ism ryekar' liar Fa¢tgy
EvAm, For loge psumni wile r imuIl titwt raf er tt>ai 7$401 lkidhfP. list Rated #aytrs. R ov,.ry Ftf ciaitcy and S ; Lo.s"
for Insgaitawsous Ps waicr heat€m test iitcd r ry efftbWtss.
ISEECIAL U 14 taddMM shects if necemssaris , Package C and D- T KN's or CoMmission approved
equivalent. Stated Ducts, Radiant Barriers (see installation, requirements for radiant battlers in Section R- l:i of
the t 9" Residential Manual). Package C- thermal mass (thermal mass type, covering, thicimess, and dewliptinn).
NONE
January 5, 2001
fQM_PLIANU,,aATEMENT
This certificate of compliance lists the building features and picrformance Vecift"tions needed to comply Toil!!
Title 24, Parts i and 6 of the California Code of Regulatiosis, and the administrative regulations to implement
than. This certificate has been siptid by the individulti with crvesali design responsibility, Tbevadersigned
recognize that compliance using duct sealing and TXvs for Comirnission approved equivalent) requires installer
testing and certification and field vitrification by an approved HERS rater.
Designer or Owner (per Business aW Protcssions Code) Documentation Author
a ;
Namw --ROSE ..
Addrew
SANTA ANA, CA 92703 COSTA MESA,92621
Telephofm TEL : (714) 34-3740 T) 645-4610 _....
Lit r:
tdaG t
14
4/11f05 4/11/05
Enforcement Agency
game
Title:
Agency.
MANDATORY
Note Lowrisc tesuiemial bailtlipgssuhiect to the S damast contain ilear neastuts ragartileu 41 the a Apl
Ire & othakexd -id+An liswisk t"tany be aadperseded by mote r irertperts 1' on the t ertrf&i e id
Cornplmict. When this Checklist is incorporated into tiie Permit , docutbtm. the Peatattea noted staid he oohs t by oil) ra ties as
msntta:am t lot ns loot the they ate *Own el where in the docarwrits
or on tw checklist t only,
Instructions: Check or initial applicable boxes when comp : car enter NIA if not iieatble.
D ,C -TION
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� �4+lUt#t�y lttt4rrrttt 1. ��t�wA:
tSt§(at: MWifYtU#t RY'^l ict#r.taadatttas..�
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TXNER
tlys}fd?: bUtoow",R-igraraed00-ma liniaein recto ,1swill,pludwili,.E%netthMDool'S,+MEttnfltd'f9Y3#P4Ei�,%etlUakiaYxcoggrots
4
2. ratfAa ) 9Mavtwahcamlipi "sow,
Gan, Coll twir {'SHE aid oftawo comficausis.
# 4 Clitrout ZOM r4and tr$, •
t 1 0' ,S00tud infittrwift" Wrier instIlliall to coviply with 4 ti 1 maieftCoriaMshis;cp aloy itimidwida
wow t tta" ofFireplaza, Docorauve ilia Allphalgica and On ttata
4. , aw# Ct�.mrytxxtk fit � bxty�
tttatat or OMM door
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b. 0alagit, air iritakr with r tuft cnnkm£
f C at£# conow
t
7. #aa iaat#n+rtau brrcairtg kta€gldp
.tiPAce Ce : lug,'master t!eatia and ,
..
F # t4-�# I3:134'A=C' uwt� tz.v, adArwr aad �iuCarS swa'aifiad by 'tit,
,015004dfeatmt i,°aVm. ..cant m wRi4 ',$ : �RCG1t�
onto vpIkAlt
V
A
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0' I5 Ptge tank ion -.
I St Fos watelb"Mmmod with an with
tonibltloo having lin awta4 theawnal r"ist"iter ofk 42,01 stitaw,
?. VIM 5 fw at bear to whir h aIna, xmrk, n0ir-rvabc4l g systems, lotubted ni.4 - linivasi
a t3a4k-ap taillb fix letar reynest, cfsx a# F u or a s W aura tat*$ have R-d 2
external tnaulatton oa A-lt5 sttetttabr t
4- Ali hwied a if exi nsx# Piping inlad2wl to mearcit aUitg seceim of hrr; warts vim..
t 4'tvhng, systsm portg.tickov 5:il F in as
5 Paging disvitiaed berwcon thentiV iotste aax# ustow hot wxw tea.
January 4, MI
Note: f owr se resi s act to to supdania atutit mistam thasemaosom regamllisis ofthe tortiplunce arlweach used
tar -ryas )rmrkcd with an ,tact rack (1) may besupersiadoil by ttiole suisagret "luieti to limed on the ('_crnftcate of
C:cmgtirance whe" ta'sns cheaAst is Incornorlued inua the plemut do"nutata, parrd shad tit conatibircliby Alt pAnks as
vniniaztxxtt et7m¢mttent lt�'ft>ttaantc sga:cti'x-aaiutta ftYx 6ltt res cv#ta'c}ycr trig ate itattnc�Yz tc1. , tit tkc iixtA^rzertrs
cat on This elvealist only.
InctrucJcnK- Check or initial applicable boxes went cuinpl or enter tNJA if'not licaksle
f?3? ltil' T kC}Pt
DESIGNER
ENFORCEMl d
mace C+nRdtttrtning,'i�itter Iteaatingaad Pita eAs ' {eurttta
Wotan ihtcualllfxns
..-._._. _._...... .. _, _._...
-...__._..._.............._..__........
I ml thins rind I hawam imum d, Saw and ttanlood to Ili rite MTap eig uft 14%C'b4C'�o-,"titYns
trt atiod wacif apa `ii 43 . Itiva "It b, sa*d la!4 tauYt'v- uipeA"Ime, W41102, ik"aEtxd'dha,'t*c'td�WnG
i
sy,tszatimc a#sr. xrftft,tat.ifi..#%tA,tsSd:tB€8 #f. rn-iatd
to Said optianipa ra Wdial V 4 tt ilia Ca l der xx b, txatsj.
�hi
c to aril be
Hildding i FkK f.Utr aal: timsilda ordlin vywins =it
.. wise OAR eni be wdw with Cloth hsrk rAt1w Adhesive tom tap" s such is ita id
their
to c - aticut with mum and dss'avhdC_
2. Exhaust fatssystamshaveharkdish oraatontatic hurlrm,
Cara, try wnithaing rishirm solving coadloolled spawe hive ,. aulatowic or nKxfily woolow
tnarttadd
4; 74 Punt anib S#xs Hc^azitig unc? f"sgass'pttax, to
t. 5yawnn a tastiW wvib 78% ttiemral effiv mi:y, Iss off Fw.04, wanfitipgoof opolmnog togralinvol,.. ao
gq
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ekrmn sc • treating aid an Pitt. light.
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�. Sysxrnt t3 i#dNtt Wilk:
a..Xx dci# .Tito nt#ttd'� d#rwcxn "finis axtr#hri4 far Ixittagt:
b. Covisr Im Out ar tnttdoor .
3 Poad,y,"P,, has t QJOaaid'a €tme Mitts.
01t {'kaa fiauri eenttit.. w pcaaa.: .. air.. apa he5&cts a; C v4na
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off"), of 40 f 4n awint;had kEe ca ex ss6 tYa to this
r -#tars# m 15 k`si., anal e fix K: Sm cam "...,_._..,.
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PLANNING. D t„ `
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DISDISC. C TN-fi
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MECH GRADING DAM
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eF :z4?,NT'G 3 ``e 1. ,i.. ,�,��..e .d �1'iai YES NO—
OCC.GFRIOU 00N ,.
CODEE EDITION - ,<* T 0N: 1T>a'K,'9 ELOW:
FLOOD ZON
FLOOD ZONE CEM11F REO'D YESof D
MICRO)FILM YE NO
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IADIANrl
ARM 0 0 µ-
RES
1 E NMA E\. FEE YES NO
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RO"OF PLAN
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1. PROJECT ADDRESS : 1309 N MCLEAN DR
SANTA ANA, CA 92703
2. OWNERS: ROSE PHAN
1309 N MCLEAN DR
SANTA ANA, CA 9 703
TEL, : (714) 534-3740
3. LOT SIZE. 6,398 S.F.
4. BUILDING SQUARE FOOTAGE :
A. (E)GROUND FLOOR 1.440 SF
B. (N) GRND. FL. ADDITION: 713 SF
TOTAL : 2,153 SF
C. (E)TWO CAR GARAGE: 461 SF
LOT COVERAGE. 2,153 SF/ 6,398 SF = 33.65%
5. CONSTRUCTION TYPE, VN
. OCCUPANCY GROUP : R3—U1
7. CODE APPLICANT
CBC, CMC, CPC, CEC 2001
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REVISION:
BY
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Date 4/14/05
SWIe AS NOTED
Job
No.
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SECTION A A-
A
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SCALE - 1/4"=l'—O"
SMOKE DETECTOR HARD -WIRED
W/ BATTERY BACKUP,
�O
ELIECTRI;CAL NOTES: W/ I
1 70
(3` Ru"u"' N, Lr* )" F Lu" 0"" r R L A N
I . RECEP11CLE OURU LOCfATIONS WILL COMLPY WITH rt. 210-52(a). ---<to HOSS BIB WITH NON REMOVABLE
M ' 7 NEC'1 AN
2. L:A20AWK CIRCUIT DEDICATED TO EACH BATHROOM, OR AT LEAST' SCALE 1/4"=I'-O" ANTI -SIPHON DEVICE.
IT 3
C SL PT
UTLETS.
3 ONE 20 AMPERE CUIRCUIT SUPPLYING ONLY BATHRO07M RECEPTACLE 0 �j
8 DO =
C CUM TS JRCUfT PRO T
3, BEDROOM BRANCH CURCUITS VALL BE ARC FAULT CIRCUIT PROTECTED.
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----------
60'-3- (E) STRUCTURE
NO"'IRTHI ELEVAT10"'N
SCALE : 1/4 0=1 1-0"
r� Tit 0 all
N
STUCCO 0/ MET. LATH
TO MATCH EXISTING
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SCALE : 1/4"4-0"
1424 VENT W1 SOREN
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MIMMMEEM
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O COMPOS. %#NGffS
TMATCii QGSTING
-Ijww4IP!pII! M M A ki 0. P.
F—
STOMP 0 MET.
TO MATC1i EMST
---- -------- - ----- ------ - �CRND FL
23'—G- (N) ADDITION
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PMject No.
Sheet
A"
Of 06
SHEAR WALL SCHEDULE
REVISION: BY `
I
Ru'"'OF tr-",RAMtN(*.-*.')'* tr"LAN,
ROOF`
p : SHEATHING
W/ RADIANT BARRIERS MOST BE LESS THAN OR EQUAL TO 0.005 AS TESTED
d NAILS 0 # } DETAIL
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— — — — — — --- — — — — — — — — — — — - — — — — — — — — — — — — — — - — — — — — — — — — — — — — -
Al
'`CONC. SLAB NOTES:
( )12 x12"DEEP I 1. (E) 3 1/2° THK CONC. SLAB W/ 6X6-#10X#IO WWM,
# O 2 SAND & 6 ARIL VISQUEEN FIELD VERIFY �
j2. ALL ANCHOR BOLTS W/ EPDXY ON SHEAR WAIL TO BE �
ITCHEN (E) DINING AREA INSPECTED BY SPECIAL INSPECTION, �
() FAMILY ROOM
(E)12"WX12'DEEP
4 TOP. TT. # 4 TOP. & BO T.
# 3
,o
4
BATH W.Lc � � 6/�O
(N)BATH
I
(N) MASTER BEDROOM $
i
(E)12"Wx12-DEEP W.Lc
TO REMAIN V.I.F.
1 �12
10'
I SD-1.
f
i 17,-2" 5'-1"
DM #2 STUDY ROOMI --
f
1 23[-0"
E "I"TR "G F"''N""'ATt" PI AmL
SCALE : 1/4"=1'-_O"
MNq
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END OF ROOF
SHEATHING
BOUNDARY NAIL 2X4 STUBS 0 16" O.C.
ROOF SHEATHING � " i PLWD. SHEATHING CEM. PLASTER
A3 PLATE NAILING / X 6 T d� G , OVER MET: LATH
CALIFORNIA FRAMING
I.N. BOARD2X4 24" Q.C. FLAT
2X4 TREATED SILL !NTH
SHEAR WALL 5/8" 0 A.B. AND 2X2X3/16 WASHER,
B.N.2xJOOF IAF RSEE PLAN 7" MIN. EMBED. AT 8" O.CORUS 0 M IN
2x R.R. RQO FRA ING TYP, 2X RAFTER 3 1/2" CONC. SLAB WITH 6X6
SEE PLAN: 10-10 W.W.F.
2x STUD @ 16" D.C.
A350 24"O/C
B
WALL SHlHG., SAME AS BELOW a� �
B.N. 2x BLKG. — FASCIA 2X BLOCKING
0 2'-0" O.C. a .
I I I
ROOF SHTHG, MAIN / cc ` o
ROOF TO BE EXTENDED 2X4 BLOCKING
FRAMING AT
TO MAIN ROOF SUPPORT
— 1/ 16d NAILS 0 6" O.C. �- g A.
G.I. STUCCO ° " 2" SAND OVER 6 MIL
MAIN ROOF I.N. WEEP SCREED VISQUEEN BARRIER
2X4 @ STUDS & 16" O.C. A 4
A35 —PLATE NAILING I /__r
BALLOON FRAME "' 4 CONT.
2x DBL. TOP PLATE
2x4 R
--- _ — VAULTED CLG. ONLY}
LM
2x STUD 16" O.C. SEE P
BALL SHEATHING
R. R. � CALIF.
FRAMING 0 16" O.C,
((U.N.O.}_ PROVIDE
INTEiRMI,DIATE SUPPORT
8-0 O.C, MAX. PER FOOTING
DET,
C3 f CALIF. FRMG. (PLAN VIE
NOTE: THIS DETAIL APPLIES
TO EXISTING FOUNDATION ONLY.
ST-18 ACCROSS RAFTER HARDWARE FOR NEW FOUNDATION
SHALL. BE CAST IN PLACE
2x CANT. W/ 16d ROOF SHEATHING CALIF.
TOPS 48" O.C.
16" O.C. FRAMING
2x MAIN R.R. 2x R.R. ROOF SHEATHING
OR TRUSS - ROOF SHEATHING
2x R. R. @ THREADED ROD (A307) WITH
DIAMETER AND SPACING PER ANCHOR
CALIF. FRAMING
BOLT SCHEDULE, MINIMUM 7" EMBED.
/;A
— �
EXTEND ROOF B"N` D. DRILL BITDi}I
EPDXY ROD M i t1 SIMPSON SET EPDXY
} INSTALL PER MANUFACTURER'S
�... SHEATHING TO WALL 518° 3/4"
I RECOMENDATIONS AND ICBO REPORT ER--5279
314" 718"
SEE DETAIL 1 f 5D 1
1
FOR INFORMATION
2X12 RIDGE BOARD
z NOT SHOWN HERE.
2X6 PURLIN & 2X4 KICKER 1 l 2x6 RIDGE BM. W/ _
AS REQ`D. TO LIMIT R.R. TO �, 2--16d TOE NAIL, TYP. 2X RAFTER W/ A35 ONE SIDE
8 -Q SPAN MAX. EA. FACE AND EA. SIDE EACH RAFTER TO RIDGE BOARD
SPECIAL INSPECTION REQUIRED
P. CALIFORNIA FRAMING PLACEMENT AT EXIsrG FOUNDATION
RIDGE BOARD SEE PLAN
1 _ 2X4 STUDS 0 16" O.C.
SHEAR WALL
• SIMPSON C44 OR BOUNDARY NAILING 6" O.C. U.N.O. SEE PLAN
PL . PANEL 2X4 TREATED SILL WITH
SIiPSON ECC44 (�.N.)
LAY PERP. TO
5/8" 0 A.B. AND 2X2X3/16 WASHER,
ROOF FRAMING —EDGE NAILING (6" O.C, U:N,O,) 7" MIDI. EMBED. AT 48" Q.C.
SIMPSON PC44 4X4 POST BOUNDARY NAILING
SIMPSON C844 (B.N.) :. , 3 1 /2" CONC. SLAB WITH 6X6 ;
10-10 W
OR A844 ROOF FRAMING . .WF.;
-- 04 KING POST
(TRUSS/JOIST/RAFTER).
2ND ROW
# PLYWD. SHEET r 4:
SIMPSON EPC44 4 b STAGGERED,
c
UP —SIDE DOWN .� Q
FIELD NAILING r�
1 " O.C. UKO.)
HEADER SEE PL..
BLDG. EXT. WALLS �, "� � �� -- 2" SAND OVER 6 MIL
A
4X4 POST _ 2 4 CONT. FYP. ROOF & flOOR PLYI . LAYOUT � � 8 VISQUEEN BARMIER
e BLKG WHERE REQ'D. ..
d#4 CON T.
r SEE PLAN SEE t
KING T 14 POST BASE AND TOP I I TYPICAL ROOF & FLOOR I LAYOUT 7 INT. FOOTING
{ ENDOF ROOF
SHEATHING
CS 16 STRAP OVER HEADER. CQNT, 32" MIN. E.S. #
(E)ROOF SHEATHING OF HEADER. TYP 0 T & B 2X RAFTER
ROOF SHEATHING
(E) 2X RAFTER 2X BLOCKING &N,
W/ 16d NAILS @ 6" O# C. i
-- HEADER r
a a -
6X 1d WALE ENING 3X BLKG. TYP.
HEADER SEE PLAN BOARD T�&G °
6X 16d
o a a
16d NAILS
6" Q.C.
2X CEILING JT,
\,---2X CEILING JT.
U HANGER
2X BLOCKING
2X4 STUDS 16" Q.C. �LL
A.B. PER S.W.
SCHEDULE 2X FASCIA — 2X4 STUDS ilk 16" O,C.
ACROSS FULL
SHEAR WALL
LENGTH OF S.W,
SEE PLAN
BEAM ROOF FRAMING 12 TYPICAL HEAD WALL WALL @ ROOF
REVISION:
BY
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D& 4/14/05
ie AS N0
Job
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01 06
11. Concrete shall have a minimum twenty-eight day compressive strength, FC, as
follows with a minimum of 517 Itm of cement per cubic yord:
Pad footings, Psi,
Cant footings PSI.
Slab on grade -1,50-0 Psi.
12. Flyish is not acceptable.
13, AD exposed concrete shall be sprayed with a concrete curing compound at the
recommended rate of the manufacturer immedicotely after finishing. The curing
compound shall comply with ASTM C 309. Other methods of curing may be used per
ACI 308. The curing proccedure shall remain in effect for 7 days minimum.
STRUCTURAL WOOD
1. All wood members shall be Douglas -Fir or Larch as grade marked by WCLA.
2. Plywood sheathing shall be Douglas -Fir conforming to commercial products
standards PS-1 and shall be grade marked in accordance with APA.
3. Wood grades (unless noted otherwise):
Horizontal members:
Dbl. Top Plates Grade #1
Joists and rafters Grade #2
Beams and -stringers Grade #1
Vertical Members:
20 Construction Grade
2x6 studs & larger Grade #2
Posts & Timbers Grade #1
4� Cutting, notching, or drilling of beams and joists to be permitted only as
detailed or approved by the structural engineer.
5. Unless otherwise specified, all nailing shag conform to the latest edition of the
UBC.
6. All sills or plates resting on concrete or masonry shall be pressure treated
douglos-fir.
7. All bolt heads and nuts bearing on wood shall have standard cut washers and all
bolt holes shall be drilled 1/32� in diameter larger than the bolt diameter.
& All SRI bolts shall be placed 9" from the end of a board or from a notch and
spaced at intervals noted on the plans.
9. All framing anchors, post caps, column bases, etc.. shall be as manufactured
by the "Simpson Company.*
10. Provide blocking or bridging per UBC.
11, Provided double joists under all parallel partitions.
12. Top plates of all wood stud walls to be 2-2x, unless noted otherwise. Lap 48"
minimum with not less than 20-16D nails at each top and not more than 12* O.C.
13. Pre drill for nailing, when nail spacing results in the wood splitting.
Notching of studs in bearing partitions shall not exceed 25% of the width.
Notching of studs in nonbearing partitions Shoff not exceed 40% of the width.
Bored holes in studs in bearing partitions shall not exceed 40% of the width.
Bored holes in studs in non bearing partitions shall not exceed 60% of the width
(Unless the bored studs are doubled and no more than two such successive doubled
studs ore so bored).
Bored holes may -not be located nearer than 5/8" to the edge of the stud and may
not be located in the $am section of the stud as a cut ornotch.
NAILING SCHEDULE
CONNECTION NAILING
Joists to sill or girder, toenail:
3-8d
Bridging to joist, toenail each end:
2-8d
INC subfloor to each joist, face nail-
2-8d
Vider than 1"x6o subfloor to each joist, facenail: 3-8d
2" subfloor to joist or girder, blind and face
nail: 2-16d
Sole plate to joist or blocking, face nail:
16d 0 16" oc.
Top plate to stud, end nail:
2-16d
Stud to We plate:
4-8d toenail
or
2-16d 0 24' o.c.
Doubled studs, face nail:
16d 0 16" o.c.
Top plates, lops, and intersections, face noif-
2-16d
Continuous header, two pieces:
16d 0 16" o.c.
along each edge
Ceiling joists to plate, toenail.
3-8d
Continuous header to stud, toenail:
4-8d
Ceiling joists, lops over partitions, face nail:
3-16d
Rafter to plate, toenail:
3-8d
I" brace to each stud and plate, face noif:
2-8d
1"x8" sheathing or less to each bearing, face nail: 3-8d
Vider then 1"x8" sheathing to each bearing,
face nail: 3-8d
Built-up corner studs:
16d 0 24" o.c.
Built-up girder and beams: 20d 0 32' o.c. at top and bottom and stagger,
20-20d ends and at each splice.
WOOD SHEATHING
1. AD structural plywood sheathing shall be marked D.F.P.A.
2. All exposed sheathing shall be CC X. T & S grade.
3. Roof sheathing shall be 1/2" CDX unless noticed otherwise.
4. Roof sheathing shall be mode 5�/r thick plywood T & G undedayment grade with
exterior glue. Nail with deformed shank nails unless noted. Nail with 10d 0 6" O.C.
edges and 10" O.C. field.
5. Roof nailing shall be 8d at 6" O.C. edges and 12" field.
6. All plywood shall be staggered and face groin shall run perpendicular to supports.
7. AAI plywood shall be stamped with panel identification index.
MIN. 24/0 for 3/8" or 1/2" roof sheathing spanning
MAX. 16" with unblocked edges or 24" with blocked edges.
MIN. 32/16 for 5/8" floor sheathing spanning MAX 16"
8. Nailing of roof, floor, and wolf Sheathing shall be inspected before covering.
STRUCTURAL
!!E-NERAL
1. The contractor shall verify oil dimensions, elevations, and site conditions before
starting work and notify the architect immediately of any discrepancies.
2. All omissions and conflicts between various elements of the working drawings
and/or specifications shall be brought to the attention of the architect before
preceeding with the work so involved.
3. Contractor shall determine the location of utility services in the area to be
excavated prior to excavation.
4. No pipes, ducts, sleeves, chases, etc... shall be placed in slabs, beams or wolfs
unless specifically -shown or noted. Contractor shall obtain prior approval for
installation of any additional pipes, ducts, ext... Refer to architectural and mechanical
plans for oil pipe, duct, chose, etc..,. locations.
5. All material and workmanship shall conform to the requirements of the latest
edition of the UBC.
6. Unless otherwise noted on the drawings, the details on this drawing Shoff be
used whenever applicable. Mere no detail is shown, construction shall be as shown
for other similar work.
FOUNDATION
Finished excavation for foundation shall be neat and true with all loose material and
standing water removed from excavation.
Bottom of footing shall be at least 12' below finished grade.
Soil design pressure: 1,000 PSF (assumed)
REINFORCING STEEL
1. Reinforcement shall conform to ASTM A-615, Grade 40.
2. Welded wire fabric shall confrorn to ASTM A-185.
3. Reinforcing, detaffing, bending, and placing shall conform to ACI 315.
4. Welding of reinforcing steel shall conform to AWS D 1.4�
5. Lops at bar splices shall be 36 BAR DIA. or 12 inches for concrete and 40 BAR
DIA. or 18 inches for masonry unless noted otherwise.
6. Vertical bars in walls shall be accurately positioned at the center of the wall,
unless noted otherwise, and tied into position at the top and bottom and at intervals
not exceeding 192 BAR DIA.
7. Reinforcing steel shall be provided with the following amounts of concrete cover:
Cast against and permanently exposed to earth or weather:
No. 6 through No. 18 bars: 2*
No. 5 bars, 5/8-inch wire and smaller 1-1/2"
Not exposed to weather or in contact with,ground:
Slobs, waits, joists:
No. 14 and No, 18 bars: 1-1/2"
No. 11 and smaller bars-, 3/4"
Beams, girders, and columns:
Prim. reinf., ties, stirrups, or spirals: 1-1/2"
Shells and folded plate members:
No. 6 bars and larger: 3/4"
No. 5 bars, 5/8-inch wire and smaller 1/2"
& All reinforcing steel, anchor bolts, dowels, and inserts shalt be well secured in
position prior to placing of concrete or grout.
9. Unless otherwise noted, furnish No. 3 ties at approximately 36 inches on center
in all beams and footing to secure the principal reinforcement.
10. When reinforcing, steel is to be welded, the steel shall comply with ASTM
A-706. This requirement may be satisfied by the use of steet complying with ASTM
A-615 providing that this steel meets the chemical equivalent requirements and
chemistry limits of ASTM A-706.
11. Vertical wolf reinforcement shall have no splices except at the foundations,
unless noted otherwise.
REINFORCED CONCRETE
1. Cement with con -form to ASTM C-150 Type -1-- with an alkali content less
than 0.60 7*.
2. Aggregates shall conform to ASTM C-33 for normal weight corvcrete and ASTM
C-330 for lightweight concrete.
3. Reody-mix concrete shall be mixed and delivered in accordance with ASTM C-94.
4. Admixtures may be used with the approval of the structural engineer.
Admixtures used to increase the workability of the concrete shall not be considered
to reduce the cement content.
5. Refer to the architectural plans for moulds, grooves, ornomeri-ts, clips, or
textures required to �be cost into the concrete and for the location of depressions,
curbs, and romps.
6. Carriers of stabs, beams, walls, columns, etc.. shall be formed with a 3/4-inch
chomfer unless noted otherwise.
T Concrete from tolerances shall be within the standards of the ACL
8. All reinforcing steel, anchor bolts, dowels, and other inserts shall be secured in
position and inspected by the local building official prior to the placing of any
concrete,
9. Location of oil construction joints not specifically indicated in the plans shall be
reviewed by the structural engineer prior to placing and ordering of reinforcing steel.
10. Concrete floor slob variation from level to
13. Main circuit breakers on exterior waft shall be closed, make oil necessary
provisions during framing.
14. Install electrical light fixtures (to be selected by owner) where indicated on
plans.
MISCELLANEQg
1. Drywall nailing shall be according to U.B.C. requirements for types and thickness
being used. All drywall applications to be inspected and approved prior to toping.
Exterior plaster loth nailing shall also be inspected and approved prior to plaster
application.
2. Provide cross ventilation at enclosed attic and rofter spaces per 1/150 of area
to be vented or 1/300 provided that 50% of required ventilation area is provided by
standard wall or roof ventilators. Provide? vents at freeze blocking.
3. All roughsawn and resawn lumber to recive stain. Do not prime.
4. All glass lights where the least dimensions is greater than W and where less
than 18" above adjacent walking surface shall be fully tempered. Gloss enclosures at
tub and showers to be fully tempered.
5. All gloss and glozing shall comply with table 24A of the 2001 C.B.C. and must
be labelled safety glazing where utilized in areas subject to human impact.
6. Ail heating and plumbing shall conform to local code.
7. Water heater with non rigid connections shall be strapped for lateral support.
8. Flash all exterior openings with approved waterproof building paper to extend at
least 3' under the building paper behind the wall covering.
9. Provide one layer 151b. asphalt saturated felt under exterior plaster or wood
siding.
10. Interior finish shall hove a minimum flame spread classification of 111.
11. Finish hardware and house or unit numbers Shoff be selected by owner and
installed by finishing carpenter.
SHEET METAL
1. AM metal to be 26 go. golv. iron unless otherwise noted.
2. Flash and counterflash at all roof and wall connections.
3. G.I. flash roof valleys, roof and wall intersections, and wall and deck intersections.
4, QL flash and caulk wood beams, outlookers projecting from exterior waft or roof
surfases.
5. Provide continuous 26 go. gaiv. stuc co weep screed at sill plate of all exterior
plastered walls.
6. Furnish and install all other sheet metal as shown on plans. This building shall
comply with the following minimum standards of construction to insure resistance to
unlawful entry,
SECURITY
1. Provide door viewers, view ports shall not exceed 1.5" in any dimension.
2. All exterior opening shall comply with the following:
A. Swinging doors
1) All door Stops of In swinging doors shall be of one piece construction
with the jamb or joined by rabbet to the jamb.
2) All pin type, hinges which are accessible from outside the secuired area
when the door is closed shall hove nonremovable hinge pins. In addition, they shall
hove minimum .25" diameter steel jamb studs with 25" minimum projection unless
the hinges are shaped to prevent removal of the door if the hinge pins are removed.
3) The strike plate for latcher and the holding device for projecting
deodbolts in wood construction shall be secured to the jamb and wolf framing with
screws not less than 2.5" in length.
4) Deadbolts shall contain hardened inserts.
5) Straight deadbolts shall have a minimum throw of 1" and an
embedment of not less than 5/8".
6) A hook shaped or an expanding lug deadbolt shall have a minimum
throw of 3/4".
7) Wood flush type doors shall be 1.75" thick minimum with all panels
fabricated from material not less than 3/8" thickness provided all shaped portions of
the ponel minimum 9/16" thick.
8. Cylinder guards shall be installed on all mortise or rim type cylinder locks
whenever the cylinder projects beyond the face of the door or is otherwise accessible
to gripping tools,
C. Sliding doors and windows shall be provided with a device in the upper
channel of the moving panel to prohibit raising and removing of the moving panel in
the closed or partially opened position.
D. Other openable windows shall be provided with, substantial locking devices.
HEATING VENTING
1. Sub contractors shall provide and install all heating units, then-nostat vents, caps,
and -connectors.
2. Combustion air shall be taken from outside. Men heating unit is located with in
structure combustion air shall be directed through continuous galvanized steel ducts
with separate ducts for upper and lower supply 12' of floor and ceiling to
compartment. Ducts shall have .25 mesh screen at outside openings. No screen
shall be applied to ducts opening into attic.
3. Circulating air supply shall be equal to a minimum of two sq. inches per 1000
B.T.U. of furnace size,
4. Provide minimum 2'07 door to fou compartment and minimum 3" clearance to
sides of unit and minimum of 6" clear to front and rear of unit.
5. Any required drawings of furnace and duct sizes or heat loss calculations shall
be the responsibility of the sub contractor. This responsibility also includes any
necessary permits,
PLUMBING
1. Sub contractor shall furnish all labor and materials necessary for the complete
installation of the plumbing system together with all necessary auxilliarim.excluding
the work done by others.
2. Arty necessary drawings, calculations, or permits required by the governing agency
shall be the responsibility of the sub contractor.
3. All fixtures shall be new and of the best quality of the brand specified and shall
be non absorbent throughout and free from chip, waves, kiln marks, or discolorations.
4. Use service weight cost iron, waste and vent piping tarred inside and out. Joints
shall be food and ookum for 2" diameter and over, "no hub" cost iron or plastic pipe
may be substitued where allowed by local code.
5. All pipes shall be securely fastened or suspended from wood with straps to
prevent noise.
6. Soundproof any pipes in contact with wood.
7. All cleanouts shall be brought to outside wall where practical.
8. Gas pipe shall be scheduled 40 block pipe with moleable fitting.
GENERAL
1. Work performed shall comply with the following unless otherwise noted.
A. California building code, 2001 Edition, 2001 UMC, & 2001 NEC.
B. Appliance local, state, and, federal codes, City ordinances and regulations.
2. On the site verification of off dimensions and conditions shall be the responsibility
of the sub contractor noted dimensions and building code requirements shall take
prescedence over scale.
3. Plan approval by the governing agency does not constitute approval of non
compliance with applicable code. Portions of,the plan or specifications which in
unclear or is anbigous must be referred to the owner or architect for interpretations
or clarification.
4. Construct barricades, fences, etc... when required by code.
5. Contractor shall consult all representatives of city, gas, light, water, power, and,
phone companies, concerning availability of service before starting work or connecting
facilities.
6. All work shall conform to local codes, state, and federal low.
7. Contractor shall verify all work and dimensions on drawing and report any
discrepancies to the architect or engineer before starting work.
8. All materials shall be of the best of their respective kinds. All labor shall be
performed in the best possible manner by skilled persons.
9. Sub contractor shall be responsible for his own work and materials.
10. Sub contractors shall keep the premisses clear of debris and rubbish caused by
his work.
11. Any deviation from the approved plans and specifications shall be at the sub
contractors own risk, unless prior approval is obtained from the owner or architect.
12. No trade shall cut or bore into any structural bearing beam, joist, or post
without obtaining approval from the building official.
ENERGY
1. All exterior wails shall be Insulated with blanket type mineral fiber or gloss fiber
insulation conforming to federal specification HH1 521 with a thermal assistance (R)
of not less than R-13.
2. All ceilings of roof ceiling assemblies shall be insulated with blanket type mineral
or gloss fiber insulation conforming to Federal Spec. HH1 521E with a thermal
resistance (R) of not less then R-30.
3. The building design meets the requirements of Title 24, Part 2, Chapter 2-53,
4. Insulation installer shall post in a conspicuous location in the building a
certificate signed by the installer and �bulfder starting that the installation conforms
with Title 24, Chapter 2-53, and that the material installed conform with the
requirements of Title 20, Chapter 2, Subthapter 4, Article 3.
5. All insulation materials shall be certified by the manufacturer as complying with
the California quality standards for Insulating material.
6. Doors and windows between conditioned by the manufacturer as complying with
the garages and compartments for central air gas furnaces shall be fully
weatherstripped.
7, Monufoctured doors and windows Shoff be certified and labeled in compliance with
the appropriate infiltration standards listed in Table 2-53V of the energy regulations.
8. All fan systems exhausting air from the building shall be provided with back draft
dampers.
9. Caulk around all plumbing and electrical penetrations into the building envelope.
10. Caulk and seal around all window and floor frames and between wall sole plates
and floors and between exterior wall panels.
11. Mosonory and factory built fireplaces shall have the following:
1) right fitting closeable metal or glass doors covering the entire opening of
the firebox.
2) A combustion air intake to draw air from outside of the building directly into
the firebox, which is at least six square inches in area and is equipped with a readily
accessible, operable, and tight fitting damper.
3) Tight fitting flue damper with readily accessible control.
4) Continuous burning pilot lights ore prohibited.
12. Ducts shall be constructed, installed, and insulated according to Chapter 6 of
the 1997 Uniform Mechanical Code. All joints of the duct system shall be tightly
seated with mostic or tape.
13. Storage type water heaters and storage tonks for solar water heating systems
shall be externally, wrapped with insulation of R-12 or greater, unless so internally
insulated.
14. Provide minimum R-3 insulation on water heater Inlet and outlet pipe for first
five feet in unconditioned space.
15� Insulate recirculating hot water piping in unheated spaces.
16. Gas fired household heating and cooling appliances, shower heads, and faucets
shall comply with the appliance efficiency standards.
17. General lighting in kitchen and bathrooms shall have (in efficiency of not less
than 40 lumens/watts. (Specifly fluorescent lighting).
18. Thermostatically controlled heating or cooling systems (except heat pumps) shall
have an automatic thermostat with a clock mechanism which can be manually
programmed to automatically set bock the thermostat set points for at least two
periods within 24 hours.
ELECTRICAL
1, All work shall be in full accordance with all applicable rules and regulations of
governing agencies and shall comply with the requirements of the serving power and
telephone companies,
2. The sub contractor shall verify availability of services and determine exact
locations and requirements before submitting his bid.
3. Any necessary drawings, calculations, or permits required by the governing agency
and/or utility company shall be the responsibility of the sub contractor.
4. Aft materials and equipment furnished and installed under this section shall be
guaranteed by the sub contractor for a period of one year from the date of
acceptance of the work by the owner.
5� All equipment installed outdoors and exposed to the weather shall be waterproof.
Receptacles in a kitchen and bathrooms shall be installed above counter top.
7, Receptacles in bathrooms shall be on a ground fault interruptor circuit. (GFI)
8. Receptacles shall be installed vertically at 14" above floor unless otherwise noted.
9. Wall stitches to be 42" above floor.
10. AD electricity operated fixtures, outlets, equipment, or devices whether installed
by this contractor or others shelf be fully connected to proper electrical source and
left in operating condition.
11. All outlets located in gorage and foundry area to be ground type.
12. All outlets located at the exterior of the building to be grounded type and
waterproof.
REVISION:
-------------
BY
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