HomeMy WebLinkAbout10149574.pdfCERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page I of 3) CF-IR
--,C- 5k-,,FnNo7A .;?-4
01 1—f Date
Project Address k}u;ldfng Pern,ln'!
Illin Check / Date
Documentation Author e� Telephone Field Check / Date
Compliance Method (Package ar Computer) Climate Zane -Is orwrneu genc}se. n y
GENERAL INFORMATION I
Total Conditioned Floor Area !� er`�' ft Average Ceiling Height:
Conditioned Slab Floor Area ff
Building Type:
- Single Family Addition
(check one or more) Multi -Family Existinp-Plus-Addition
Front Orientation: "V �—forth / South /East 4trest All Orientations
1-� (input front oritritclJoit i q es from True North and Circle one)
Number of Stories
Number of Dwelling Units:
Floor Construction Type: 0-1a �aied =F Floor circle one or boili)
RADIANT BARRIER (required in climate zones 2, 4, 8- t5) Required for this submittal�es ---po
BUILDING ENVELOPE INSULATION
Component
Type
77, 1 —C—
Frame Type
wd = wood
stl = steel
Cavity
Insulation ,
R-Value
'TJ
Sheathing
Insulation
R-Value
Total —R
T Value'
Assembly
11--Foctorl
'fCounuents
Location/Comments
(attic, garavc, typical, etc.)
Wall
Root'
Roof
-Floor-- -
Floor
LSlab Edge
irisulation recuir in pts for the Prescri-j—
FENESTRATION
�hndil-15,y Dcvices
-o
Fenestration ot ' Area Fenestration IForlestration Exterior Overhangs?
tation U-Factor SIlGC Shading Art. Fills
Front
frc>nt
Left
Left
Rear
Rcar
Right
Skyli lit
SkyIt ht
��,er mz,;,vi Wvp
Compliance Forms August 2001 A
CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 2 of 3) CF-IR
Project'[ itle
Data
HVAC SYSTEMS
Note: Input hydroin, or combined hydronic data under
Wkitcr Heating Systems, exccpt Design
Heatn%, Load.
Distribution
Heating Equipment
Minimum
Type Duct or
Heat Purnp
Type (fttrnace, heat
Efficiency
Location Piping
Thermostat
Configuration
(AFUE or HSPF)
(ducts, attic Cie.) R-Value
Ty2e
(split or Package)
Cooling Equipment
Minimum
Duct
Hcat Pump
Type (air conditioner,
Efficiency
Location Duct
Thermostat
Configuration
heat prip, evap. cooling
(SEER)
(attic, cm)
Tyke yL)e
_ � T)
(�21i—lor —Tyclag')
lee � 0 6�,
AT-Ti e-1
SEALED DUCTS and TXVs (or Alternative Measures)
j Scaled Ducts (all climate zones)
(installer testing and certification and HERS rater field verification required)
3 TXVs, readily accessible (climate zones 2 and 9-15 only)
(lostallei testing and curtification and HERE, Rater or field verification required)
0 Refrigerant Charge/Air Flow (Climate zones 2 and 3-! 5 only)
(Installer testing and certification and HBRS Raw or Feld verification required)
OR
Alternative to Sealed Ducts and TXVs (see package C or D Alternative Package Features for Project Climate Zone)
Climate Zone Window SHGC Window U-Factor SEER Renting
CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 3 of 3) CF-IR
a.
Date
WATER HEATING SYSTEMS
Energy, External
COMPLIANCE STATEMENT
Rated, Tank Factor or Tank
Witter Heater Distribution Number Input (kw Capacity Recovery Standby' Insulation
This certificate of compliance lists the building features and performance specifications needed to comply with
Type Type in Svstem or ffiu/lir)allons) EfficiQl1Cv Loss R-Value
. (g
Title 24, Parts I and 6 of the California Code of Regulations, and the administrative regulations to implement
them. This certificate has been signed by the individual with overall design responsibility. When this certificate
of compliance is submitted for a single building plan to be built in multiple orientations, any Shading feature that
I rorsmall gas storage water heaters (rated inputs of less than or equal to 75,000 fti/hr), electric foMlt-,ince.and hwl punir, -,Ilaler heaters, list Energ)'
I:or large enter thkal 75.000 Btuft), list Rated input, Recovery Efficiency and Standby Loss,
witor heaters (sated input of
is varied is indicated in the Special Features/Rernarks section. The Undersigned recognize that compliance using
Factor �e gas stonige, greater
For gas water heaters, list raiml input and recovery efficiencies.
duct sealing and'1XVs requires installer testing anq certification and field verification by an approved HERS
rater,
SPECIAL FEATL'RES (add extra sbeetsit'necessary). Package C and D: TXVs, Sealed Ducts, Radiant
Barriers (see installation requirements for radiant barriers in Section 8.13 of the 2001 Residential Manual).
Package C: thermal mass (thermal mass type, covering, thickness, and description),
Designer or Owner (per Businessand Professions Code) Documentation Author
i tea'
Name: Name:
i
Tltleffirrn� znywf- Tilic/Firm:
Address: Addi,ess: AKC-
Compliance Forms Aug t 2001 A-3
t
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T-Au2001
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Enforcement Agency
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Agency: -4
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Telephone:
T1 8-mature / stamp) (date)
Compliance Forms August 2001 A-4
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347 SQ FT
AITTACHED GARAGE
CP FR T -J
PRO P06 E D
,4;c
ADFA AK,1_41
ISV S
LOT AIREA
6-S41 sq NL
EXISTING SFIR
'105 sq R
EXISTING GARAaE
341 sq R
RIOPOD -ITS
11S4PSEA,X-1 9Q Pit
TOTAL LlviilAREA
22% sq, ift
TOT AL C04STRWCT 10NI
2646 sc; Ft
LOT COVERAGE
25;�O%
RERM,rf- TYPE:
1111 T IF Al S' 7
Ail
PEFIMIT-1-1
I
S H E E I JE-KTINL)Ep
PLOT PLANI/ TITLE 24
A2
FLOOR PLANS
A3
EXTEP;rIOR Ef L r-EVATla'46
SECTiCINS
s i
FOUNDATiGN PLAN
PL AN FRAMiN
601
STftCTURAL DETAILS
2I
TI A rETAIJ-6
A01
ARCHIT ECURAL DETAIL15
GEENERAIL NOTES.
1, A-L L 15HAI-I- eE 001NE 1114 Air-CCRO,6 �;Cr_ tW -1 We- 200 - PI
C15C, PLUMBING. ELECTRICAL AND MECHANICAL CODES,
2- VERIFY ALL DTIENSICNG, DO NOT SCALE
3r IT SIAIALL BE THE RESPONC-ABILITY Or- THE CONTRACTOR TO
-ONIC, iU 'IV R le 0`1
VER-iF -k ALL EXISTIN16- C `I11T!0N1` ON! TWE V E !P�10 � T
-,WE0IW- AND iS TO 1;4;f CX!P4ER AT ONG-15
UPON DISCOVERY OF ANY OMION5 OR CCNFLICTS IN
T14E DRAWINGS.
-4 PIRERARAT4Jki Or- rEWH OlNIG SITE BE PER
SECTION STUMPS AN6-ii66TS ALL
BE REMOVED FROM THE SOIL TO A DEPTH OF AT LEAST
'? , �0
i 'INC-ME-6 SELO'do THE SUWACE OFF TH5 e--RC-UN0 T
== OCOLIP'IECA 51y THE SUELOWC-)
5�. ALL NAILING TO CCMPLY W/ TABLE CSC
TYPE OF CCNSTRJCTION XM
EXT WALLS R--i3
ATTIC R-30
FLR 0! GAR, R - 11��
FENESTR.A TVCN, FENESTRATiON - U-FAZT0R=0.40 ?41114,X
9HGC= 0-35 MAX
A/C EFFICIENCY NiA
R 1, NT ARRI BER
ADIAEMISINNATr LESS OR E,=AL TO 0.05
N5---TAt-LED TO COVEAZ ROOF TSEZ ANE:;
GABLE END WALLS AT ATTICS
AALTEKeNATE FOR Txv OWOR SEAL ouCTS
El='OXY BeOLT III STALLATICNI
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NOTES- -
EVERY BEDROOM SHALL 14AVE A OPERABLE ESCAPE WINDOW
WITH A MIN. OPENABLE AREA OF !%'l 60. FT. AND A MIN.CLEAR
HEIGHT OF 24 INCH AND WIDT14 OF 20ANCK THE SILL WEIGHT
N "OT O . _VEER 44 �NCWES ABOVE TWE
FAU PER NOTE 5 TO MAINTAIN A ROOM TEMPERATURE OF 10*
AT A POINT OF 5 FT. ABOVE THE FLOOR IN ALL 14ABITASLE
Rooms,
EXIT -
EACH E;KIT DOOR MAY BE PROVIDED WITH A NIGHT I ATCW,
DEAD SOLT OR, SECURITY CHAIN, PROvIDEC> SUCH
DEVICES ARE OPENABLE FROMi TPE INSIDE WiTW00 TWE
USE OF A KEY OR TOOL OR SPECIAL KNOWLEDGE OR EFFORT
AND MOUNTED AT A WEIGWT NOT TO EXr-,c,:EO 48 INCHES
ABOVE THE FINISHED FLOOR
WATER CLOSETS TO USE NO MORE T14AN 1.6 GALLONS
PER FLUSH.
f. SLIDIWG GLASS DOOR 4 GLAZED WARDROPE DOORS SHALL
MEET THE IMPACT TEST REQUIREMENTS OF: UBC ST. 24-2, PART If .
LAMINATED e3LASS MUST ALSO MEET T WE 5MOIL TEST
REQUIREMENTS OF: UBC STO. 24-2, PARtJJ______
1��M ME
I FG-FNID
11 I
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11MOv0 E DEW I BATTERY BACK-UP
110,00 SKTECTR
So BATTERY OPERATED
9v SUCKE DETECTOR
SMOKE DETECTOR NOTE-
PROVO-E SMOKE DETECTORS IN EACH BEDROOM
@ RECESSED CEILING LIGHT
AND CORRIDOR OR HALLWAY k&SSING SUCH
BEDROOMS PER SECTION 310.9.1.3 & 310.9.1.4
00 RECESSED MINI LIGHT
2001 CBC. SEE NOTE f" BELOW FOR S.0 IN
EXISTING BEDROOMS
1_IL: t%IKj' MOLWED -LIGHT
WALL MOUNTED LIGHT
110V OUTLET
FUEL GAS
220V CUTLET
GFI
GROUND FAULT INTERRUPTOR
1+1
SWITCH
3
3-WAY SWITCH
n
ms maw wusf: Bess '"01 HAVE NON-REMOVAM-E
BACK -FLOW PREVENTER OR WITH A LISTED
AR DIFFUSER GRILLE ATMOSPHERIC VACUUM BREAKER,
FL FLUORESCENT
& MECHANICAL FAN. MI
5 AJR CHANGES PER HR.
F L U 0 RE S'CE N T L I GO, T
LOG LIGHTER
PLUMS FOR ICE MAKER
TELEPHONE JACK
An RECEPTACLE OUTLETS SUPPLIED BY
BRANCH CIRCUITS PROTECTED BY
AN ARC -FAULT CIRCUIT INTERRUPTER
FLOOR PLAN NOTES
K.Xro PLUMBING WALL
22"X300 ATTIC ACUCESS
PHELF AND POLE -
P
RE-C-0 1"EVI-CINE C-ASINET
SSK STU FAU IN GARAGE. PROVIDE FUEL GAS
IIOV OUTLET 9 LITGWT W� SWITC-14. VENT TWRU
SPEE INOTE "c SWEET
ALL FIRE RATED WALL OR CEILING PENETRATION
WITH DUCTS, TO BE SEALED W1 FIRE RATED CAULKING.
It -40RAIL
CA51NET PER OUNER W1 TILE
TOP FINISH PER CRISNER
32" HIGH CABINETW/ KNEE SPACE. SEE NOTE 01
RUELCCATEO STOVE Wk! WOOO 4 LIC-14T
PROVIDE FUEL GAS, IIOV OUTLET
0-C�RYER SPACE. PROVIDE FUEL
GAS W., UOv OUTLET. VENT THSW WALL
4-0 METAL DUCT
WASHER SPACE. PROVIDE 110v
OUTLET, WASTE, COLD 4 HOT
WATER RECESSED HOOK-UPS
!2. 56" HIGH WR0X_-WT lRaN
INTEMIOR 6UARORAIL
13. PROVIDE 9%" TYPE 'X'DRYWALL BETWEEN
GARAGE AtID HOUSE! AT WALLS AND CEILING
AND UNDF0 STAIRS AS RAt-4QUIRED
14. TOILET.0.6 GAL PER FLUS14 MAx)
1 15. 30" OR 42" WIDE -SEE PLAN-.
STEPL TUS/ epHICUJERIIJ/ 5-LASIS ENCLOSURE
DOORS I PANELS MUST BE LASELED CATEGORY It
CLASSIFICATION PER CBC CHAPTER 24
NET AREA OF SHOWER 614ALL BE 140 LESS THAN
1024 SO, IN. OF FLOCK AREA 4 Et,9COMIPASS 30" 011A, CIRCI E.,
TILE INT. 9140WER WALLS MIN. 10" A60VE DRAIN.
LAVATORY
I"l. RELOCATED 01614WAS14ER SPACE.
IS. RELOCATED KITCHEN SINK W1 GARBAGE DISPOSAL
IS. 5- TON COVIDEN-5ER ON 36" 60 X 4" TWK.
CONC. PAD. PROVIDE 220V OUTLET
20 PANTRY WJTq SHELVES
21 42" REFRIGERATOR SPACE
22 LINEN CLOSET W1 5 SWELVES
23 CONCRETE LANDING. 4" BELOW TWRESHOLD MAX.
2,4 LAU11RDRY 4iNK.
2$ RETURN AIR GRILLE AS REQUIRED
NEW WALLS
E)<ISTIW-* WALLS TO REM i
EXISTINdG WALLS TO REMOI
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1. 61 STUCCO SCREED
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4. STUCCO SOFFIT * UNDERSIDE.
5, 4X6 WINDOW SILL. RO. W.
SCREENED LOUVERED
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10.SCREENED ocF4iER VENT
PAINTED TO MATCW
G.L FLASPII-Na R-00F TO L—�A"
11 (E) GARAGE DOOR
14. ASI=44ALT SHINGLE ROOFING
0/30* FELT UNDERLAYMENT
15- CONCRETE L-A_NDI.W
I(b. 2X6 RO. GA. FASIA ac). TO
MATCH EXISTING-, PAINTED
11. A' MCHITECTURAL LICWT PER 00141ER
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ATTIC VENTILATION
ATTIC AREA HIGH ROOF-- 842 SO FT
524 60 1N. TO SE PROVIDED "TW
(2)14" X 10" ATTIC VENT$
405 90 IN. PROVIDED WITW
(:�) 12'�R 6.1. SCREENED 0ORMEIR
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3 2X4 COLLAR TIES 40" CC.
4 PLYW'D SWT*C,% 0/ FLR. JST.
5 2- 2X DBL. TOP PLT.
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I 2X STUOS 0 16" O.C. PER PI -AN
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s SHEAR WALL PER ALAI
10 STUCCO EXTERIOR
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12 CONCRETE SLAB PER PLAN
13 ORYWALL INT. FINIS14
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PPEPARED BY:
STRUM IURA L MATIERAL NOTES
t ALL =*MRSTE UNLESS 0TWSfWSS NOTEO SMALL 05 MCMALAM
WEIGHT WARD MOCX TYM 050 "ICU, FT.1 AWREGATES SMALL
13E NATURAL $AND AND ROCK CONFORMIWa TO ASTM C-33 WITH PWVEN
SM.WAGE 04ARACTERISTICS OF LESS THAN 0JM%
2. READY MIXt4MMETE SMALL 02 MIXED AND OBLIVERRO'N ACCORI>ANC-P
W!TkASFITH C a4. PL ACEMON'T OF CONCRETE S-4ALL =WORK To
AC1301.
CEMENT FOR ALL CONCRETE SMALL BE PORTLAND CEMENT TYPE v,
OR 11 LOU ALKALL C4WOMIt4ra TO ASTM C-leiO.
4. MiNW%IM COMPRESSIVE STfMWxT 14 OF CiONCAP-Te AT AGE Cr-
28 DAYS FOR-
Foalwaa 25W Pei
SLAS ON &R-ADE rb" PSI
SIDE WALKS 20" F1191
5. MAXIM" SLUMP SMALL NOT EXCEED 4'
6. CC"dRETE &RALL SE MAINTAINEED IN A MOIST COMOITICN FOR A
MIN!"_94 OF 5 DAYS AFTER PLACEMENT. ALTE-FiNATNE METROCIS
WILL ISE APPIWVED IF 6ATISFACTOfRY PEWOPO4ANCE CAN ISE
ASSURED.
1 ALL MEIWCMCIW-* STEEL, ANC44CM ft:)LTS, DOWELS AND OTWER
INSERTS SWALL BE SECURELY FASTENE0 IN TME FO%1VIIS- BEFORE
CONCRETE I& ROURED, ADEQUATTE CLSASMTS SRALL BE 10MO-W-10,20
IN BOTTOM OF CONCRETE FORMS FOR FW40PER CLEANOUT AND
INSPECTION.
SL vISRAfION OF CONCRETE SMALL ISE IN ACCORDANCE WIT14 TWE
C-ENERAL OUTLINEED IN PORTLAt-0 CEMENT A6501-CIAT10N
SPECIFICATIONS ST-26.
9� EXPOSED CORNERS OF COLU-INS, 13EAM, WALL, ETC. SMALL
ME FORMED WITW 14" CMAI'r-ERe UNLESS DET41LED OTHERWISE.
10. CONCRETE CCN-RACTOR SWALL SUGMIT
OSS*N MIX TO T146 AMC141TECT AND EWWNEER OF RECORD. POOR TO
STARTING THE WO;w_
11, NO WATER 6WALL ME ADDED TO CONCRETE WITW TEMPERATURE
N RXCESS ___p ss_r
12. WIRE MESM LAP (END A SIDE) SMALLSE 014E FULL MES14 -2.
PLY WOOD
I. PLYWOOD SMEETS SMALL BE COX CONFORMING TO PS 1 -95, AND
SHALL BE STAMPED WITM T14E ORPA dRA0E OF TWEAMERICAN
PLr,!*= ASWCtATICN, LINLISS Jr OTMMIW ON TAS'PLAN&
2. EACH SHEET SMALL WAVE A MINIMUM AREA OF 0 $0, FT. UT14 A
MINI"JM 01MENSION OF 2 FEET.
SEE FRAMIW.,A PLAN FOR 0IAPMRAdM NMLIWs SCHEDULE. NAIL'1`4
SMALL BE INSPECTED AND APPROvED ft-FORE C4YvERW__.
LUMBER
L ALL LU'VOER 914ALL ISE dP_A0E MARKED 0CA*LA$ FIR COWOWIlWa
TO 0!lle4sl_lN 123 f2im cis-C-J
2WAFTER, BEAMS. PURLINS 914ALL BE DOWILAS FIR NO. UNLESS
OTHERWISE NOTED
a, JOIST. MRLNA- 21 TO r WIDE. 61 Al DEEPER Nc_j
BEAMS, FIUMINS OVER 4" ODE KOJ
SuISPURLINS 2' TO 4" WID, . 61 A DEEPER NO.1
L_e4*ER9 NO.?
STUDS 2"4 4"OR 3' x 4" STUDS
snuva 2' x 6' Nw
POSTS S' x V AND LAWGER NO.1
SILLS, PLATES AND ISLOMWs NO2
A. SILLSANO MATES 15 CONTACT UT14 CONCRETE OR MASON WAND
ovpw -Ar 05 c-pa-mo $RALL INS wplesw1% TRESTED w.*LlAs Fplel
(PTOF), SILLS SMALL ISE BOLTED, TO THE FOUNDATION WITH %-
DIAMETER x tO" BOLTS AT 4W ON CENTER, 12" MINIMUM FROM
ENDS OR 2 BOLTS MINIMUM PERIECE, UNLESS NOTED OTI-Ififtill6E.
Ek, STUD MALLS ASUTTIN� A CVhCRETS OR MAWNWWALL SMALL BE
BMTED TO THE WALL WITW 5W AhrkOR BOLTS AT 24'0N CENTER,
6. ALL NON ISEAMW* STUD WALLS SMALL ISE 2 x STUD$ AT 16 Or-
WITM **' GYP. WARD EACM SIDE, UNLESS OT14ERWISE NOTED.
1 ALL SMUD WALLS SWALL WAVE 9ULL WS-1614T I x 6 01ACkCNAL
LET -IN BRACES AT ENDS AT INTERVALS NOT EXCEEDING 29, FT.
04UNLESS OTWER01SE NOTED ON PLANS, BRACES SMALL COVER A
MINIKIM OF SIX STUD SPACES.
* COMMON NAILS SMALL BE USED.
* FIRE BLOCKING 2 x 1'12" THICK. SMALL ME PLACED IN STUD
WALLS AT CEILWm AND FLOOR LEVELS. AT EAC-14 W ME16WT OF
SAIDS. AND ISETMEEN STAIR STRIN02ERSAT SUPPORTS.
10JOISTS 514ALL BE BLOCKED AT SUPPORTS AP0 BRIDGED OR OLOOKED
AT INTERVALS OF S'U949ME JOISTS ARE 2 x 12 Ok DEEPER.
11. MAXIMUM UNSUPPORTED W06WT FOR NON -BEARING PARTITION SMALL
6 0 W 04UP TO 2w-0,
6 0 14b' Or— UP TO 26'-0'
M. PROVIDE DOUBLE JOISTS UNDER PARALLEL SEARIN61 PAMT;T 1*14WALLS.
I?,. WLT MOLES IN WOO VIP-MOE." SMALL ISE A MINIMUM IM* AND A
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FOUNDATION NOTES
1. FOUNDATION 14AS BEEN DES!4NED ASSUMINd-i MINIMIjkl ALLOWABLE
SOIL EVEARaVa FW96WRE MR 2Ws CA0FOFN#A &JrLfYd,* CODE SMALL
BE AS FOLL04S
C4NTfNUOUS FOOTwa MAW Rap.
ilUXATEID PCOT,$* 4am RSJ;4
2. ALL FOOTIWIS, SMALL MEE FOUNDED ON OR SELOW FIRM
CNOISTURSED NATURAL SOIL, OR APPROVED COMPACTED FILL AND
ADJACEW FRISR CaR40S ISS, NOTED 07f�EFWSE,
3. ALL FOOTING SMALL BE CENTERED ON PILASTER AND/ WALL AND
COLUMN LINLESIS 0TWERJASE NOTED,
4, FINISH FLOOR (F;lR_'EXCAVAYI4.W SHALL W AS NOTE' ON CAAOII�*
PLAN&
9� T14E CONTRACTOR SMALL SE &0LELYRE6r-dNSIISLE FOR ALL EXCAvATION
PROCEDURES INCLUDING LA6GIWwSNORlWj AND PROTECTION CF A
ADJACIENT plw_�_M_Tt, eillolticytw-Rik s'Tf_=ETl__ AND ul"UTtEs IN
ACCORDANCE 0714 ALL NATIONAL, STATE AND LOCAL SAFETY
ORDINANCES.
6, ALL FOOTIWA SMALL M F00160 TO HMET SIZES INDICATED a4
C)*AWWiS, OETALS. AF4010* SCwiEvuLE&
ALL FOOTINS AND MEMO WALL BE CENTERED UNDER TWE BUILDING
C0LtN*w& iussa)
ALL EXIST#Cs UTILITIES T14AT WTEAFEW iffiT64 THE ST14XTWUL FOLMAVONS
SMALL 99 REMOVED AND RELOCATED.
ALL FIDES. DUCTS AND C0000ITS UTWIN THE 4,0WEP-E OF It',FLUENCE OF
THE FOOTNO, ORE P9WOOLIRE 204C eXTENOWt SELOX T4E r007446,
SABED ON A IZ&VAL 'so ; VE4Rl!CAL VRALL SE SLEE11920
TWROW&4 CONCRETE CAST -IN-PLAC.E AT THE FOUNDATION POUR,
10- "C"NOATION MAY BE 4-UBJECT TO STRUCTURAL REVISION IN 4E FIELD
DUE TO PCSS)OLE 'VARYIWi; WBWWFACP- CCNDII IONS,
FOUNDATION Pf A"ITS,"S"I LS
1. P*INDATION PLATES OR SILLS SMALL BE BOLTED TO THE FOMOATICN
OR FOLNOATI04 WALL WITH NOT LESS THAN %- DIA STEEL BOLTS
014WOCE-0 AT LEAST I" IINTO TQF CC7NCRETE ijg MAOrlNRY AND
SPACED NOT MORE THAN APRART. TWERE SMALL ISE A MINIMUM
OF (2) BOLTS PER PIECE WITH ONE SOLT LOCATED WITH 12' OF
'EACH END OF EAC14 PIECE, A PIWPERLY SIZED NUT AND WASHER
614ALL SE TIGHTENED ON EACH SOLY sO THE rLATE. rOUNQATfa4
PLATES AND VLL -%�All _SE THE KIW) OF WOOD NFIECIFIED IN WCT;aw,
23MA OF T14E 2001 CBC,
Mml_ 3.
REINFORCING �JEEL
I. IRSINFORCIN66 A-TEEL SMALL SE NTEWIEDIATE GRADE DEFOWIED
BARS AS FOLLO116
FOOTIWs. SLAB ON GRADE
MAftWFZr, AND SENT D=L$, TIES
%21 BAR AMM SMALLSR' ASIM A-615 GRADE 40
;4 SAM AND LAWaEA AS1574 A-615 ORACE 60;
2. DEFORMATION OF REINFORCING -444ALL BE IN ACCORDANCE WITM
ASTM A-305 AND SENDING IN ACCORDANCE WITW ACI Ste -lb.
1 MINIMUM CCNCRETE COVER OVER REINPORCINCi REMANZ FaRt
(EXCEPT AbAOTED OTV*RWISE�
NOT EXPOA-90 TO WEATHER OR EARTH 1.
EXPOSED TO WEATHER
EXPOWD TO FARTW
PILASTEIQ, BEAM 4 COLUMN TIES I
FORMED FOOTWx AND WALL EXPOSED TO EART14 2.
UNFORMED FOOTING AND WALL EXPOSED TO EARTH 3.
SLAM CN 6FU01F 21
4. SPLICE IN CONCRETE
MINIMUM OF 36 SAM DIAMETER OR 12"WHICMEVER IS GREATER.
UELOSO WME FAOEQIC SMALL COW<X6M TA. ASTA-I 00
6. ALL DETAILWA L7 REWOMINds SMALL WNFORM TO T14E RECUIREMENTS
OF Ac'!
1 ALL III STEEL, OVIlIELS, AW_4O*_ SOLT6, Lwse S. ETC,
914ALL BE SECURED IN PLACE PRIOR TO PLACING ANY CONCRETE
OR GROUT.
& ALL INS INN STEEL eWALL =WORMI TO TWE REQUIREMENTZ
OF ASTI't A-615 &RADE 60.
S. ALL REINFORCING 93AR SENDS SMALL BE MADE COLD'
10ALL I O k lam, SARS SMALL, BE PMEE FROM ISREASE. RIJOT, MILL
WALE OR ANY OTMER FOMEIaN MATERIAL 0404 MAY AFFECT TIME
aA%, -MISSILITY TO BOND TO T44E *'ORTAA
II, REINFORCEMENT T14AT IS PARTIALLY EMBEDDED IN CONCRETE SMALL
NOT ME FIELD BENT EXCEPT AS SPEC;PICAL -MOE
, � , Lr 01�TA;LEP IN 7;
OR404S CR 074MIT TsM MITEN A"WOVWL CF 7WE EW4%%ER OF RECOM.
12. ALL REINFORCING STEEL SMALL BE PROVIDED AT ALL POUR JOINTS
ON THE DRAWINGS. WHERE LAP ANDIOR SPLICE LOCATIONS ARE
NOT 5"cir-ICALLY INDICATED, PROVIDE CLASS 'C"OMICE PER
SCHEDULE. ALL SIPLICE LOCCATIONAS C44ALL BE CLEARLY 84OMN ON
V,*P DPAWWaS AND APPROOED ST -mW;gNEER OF RECORD BEFORE
FABRICATION.
13, PLACM-N TOLERANCES AND BAR SUPPORTS SMALL CONFOW TO TWE
MANUAL OF STANDARD PRACTICE FOR REINFORCING CONCRETE
cON5TRw:TI_l*t &I ar-l"'.
14. CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SMALL NOT BE
LESS THAN I", NOR 1 OAR EXA, NOR lu MAX, AWRErAATE SIZE.
SAft IN SECOND LAYER SMALL BE DIRECTLY AWVE OAft IN FIRST
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3. NEW 4"TWK C.ONC.. $LAS W/ 6"X6"/ 10t 1019 UALF
'OVER 2" SAND OVER 6 MIL VAPOR MARRIER OVER
COMPACTED EARTk.
4. NEW INTERIOR CONCRETE FTNG (15"W X 19" 0 W1 1-04 TOP
A SOT,
5. EXIST'G 12"X 1211 MIN. CONC. FTN'G (VERIFY�
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1. 24" L. 04 RESAR DOWELI - TOP AND BOTTOM AT NEW TO
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5. CONC. LANDING (3 1/2 " TWK Wl b"X6"- 10"XION
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2� SAND OVER COMPACTER EARTW.
MINIMUM NOMINAL ANC14OR SOLT DIA. 614ALL BE D/a INCW
SPACED PER SWEAR SCWEDULE OR's 6'-0" (X. MAX.
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a. -vERIFY WRDWR. LOCATION W1 FLR. PLAN
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c. -SUWACE WATER WILL DRAIN AWAY FROM WLD'G.
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C. CODE MINIMUM (2) ANCHOR BOLTS PER PANEL.
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L, ALL PLYWOM- PANELS SHALL SE MANUFACTURED- USING EXTERIOR CJLUE.
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6- 22X4 TIES 0 48" C.C. Amps AT RAISED FLOOR FOUNDATIONS
7- 3- 16d TYP.
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PH '714 8351 15 8 5
FX 714 835 1428
2017 W. ALCo AVE.
SANTA ANA
CALIFORNIA 92703
AADRAFTINGOMSN.COM
REVISIONS
F E SS10
A R
(2
NO. 35217
> m
Exp.
SITE:
OWNER:
VICTOR & NEYRA
ESPINOZA
LAI
ge,I
(714) 979 8049 OM
M, I
JOB DESCRIPTION:
1194 SO FT ADDITION
AT FIRST FLOOR -
(LAUNDRY Room, LIVING
AND DINING EXPANSION)
AT SECOND FLR.
(3 BEDROOMS, 2 BATH)
STRUCTURAL
DETAILS
DRAWN:
AL
CHECKED.
DATE: APR-16-05
JOB NO:
SHEET NUMBER:
P..R E F
3 '/2 ", X 30' rA_60VE ^ £ �
i - . Lr+xMO sIs
FIN. FLR1.5TL, CIF � RAPER 3
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MORTAL A l FILL
'S.' TILE
WINDOW SILL I AT N.T.S. INT. HANDRAIL E T ,ALL
FRONT ELEVATION
° PIS '714 835'i
1585
FX 711- I 835 1428
2017 W. ALco AVE.
SANTA ANA
CALIFORNIA 92703
AADRAFTING@MGN. COM
REVISIONS
GARL%
N, 5 17
SITE:
OWNER:
VICTOR & NEYRA
ESPINOZA
4
(714) 979 8049
I
f,1 I
'{I
JOB DESCRIPTION:
1194 SQ FT ADDITION
AT FIRST FLOOR --
(LAUNDRY ROOM, LIVING
AND DINING EXPANSION)
- AT SECOND FLR.
(3 BEDROOMS, 2 BATH)
ARCHITECTURAL
DETAILS
AS SHOWN
DRAWN:
AL
CHECKED
DATE
APR-16-05
JOB NO:
SHEET NUMBER: