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BUILDiNG CONTRACTOR I ALL SI.,;B.CONrRACTO~5 SHALL Ci-:ECK AND vERF(
ALL DIMENTiONS AND CONDIT!ONS ON Ti-:E JOB 51TE F~OM Ti-:E DRAL~iNG5,
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Cl_EAN FILL 0= Sl..ll=FiOENT DENSITY TO SuFPORT BEARi:-"G LOADS C TREATED
AGA,NST TERMiTES w/AFPROVED METi-:ODS AN:) O..:EM:CAlS.
CONCRETE Sf-JAL~ BE 0= Apr=ROVE? PLANT l'-'!ATERIAL5 _ AGGREGATE5, TRANSPORTED
IjSING Ar=FROVED METHODS l Ci-:EM!CALS.
ALL REiNFORC'~G STEEL SHALL CO:-"=ORM TO LOCAL BUILD:NG CODES C A6.T,M,
6~ANDARDS, Wi-:ERE SPL:CED, iT S.JALL LAP 40 BAR DIA 'JJIA M,N, 0= 2'-0 ,
A!...L REINFORCING STEEL iN FOOTi.....G SHALL 8E COVER:::D WITH A M,NIMi.;M OF
3" CQ:""CRETE,
A'_L Lui"":BER iN CONTACT '.u;MASOM~Y OR CO.....CRETE S~~ALL BE FRESSi....RE TREATED,
,NST ALL TERMiTE SHIELD ll)i-ERE NECESSARY,
:0, PROViDE: IN6ECT I RODENT e....'ELDS ll)hERE ALL PLUMB,NG . J);RI~G evENTS
PASS ThRU SLAB,
E:><TER:OR u..cOD FRA~E WA:..~5 SHALL BE A\iC"':CRED TO SLAB w/l/2'X8' L-ONG 'J'
TYFE BOL TS ThRU CE\JTER OF PLATE AT 4 .0" 0C STARTiNG 8' FROi'" COR:-"=RS
...IOM: BOLTON EACH SICE 0= ALL DOCR OPE\j:NGS,
A~_L LOAD BEAR!NG lJ.;COD ::RA;--'E ~E"-':BERS SUCH AS FOS-;S , JOiSTS, BEA:--:S,
RAFTERS. hEACERS. ETC, S~ALL. B:: \;0.2 KD, SOUT ..ERN (YELL-OW/p,'E (I'1,N) C,R
iTS EQUivALENT,
ALL CO~C BLK, CO\tSTRUCT!ON Sf-iALI_ BE CF GOOD QUALiTY A'D CONFORM TO LOCAL
BUILD;NG CODES C ACCEPTED TRACE PRACT!CES,
PRE:-ENGi\iEERED TRGSSES ShALL 8E CO:\iSTR'",CTED CF APPROVED METf.-oOD5 4
MATERIALS ACCORD,NG TO AN EST4BLfe...ED WOOD TRioJSS ENGiNEERi:\,G FROG RAM
CERTiF!ED 5Y n..E STATE OF =LCROA REGI6TERE:D E~C,INEER,
ALL 'J.jOOD TRuSSES, RAFTERS, ~OiSTS, BEAMS, POST5 ETC, Sf-JALL BE: SECuRED TO
~i-.E:R SI,.PPORTiNG ~E~BERS '.w/H..E APPROPRiATE CLioS, STRAPS OR ANCHORS,
WOOD TR\;SSES SHALL BE ERECTED I INSTALLED BY i"":ETi-ODS APPROVED BY Ti-:E
TR1.J6S PLATE INSTlrUTE,
'0, TRI.;S6ES ShALL BE T:ED TOGEH..ER i.U/2x4" SCABS CONT, ALONG R:..N AND TRl.JSSES,
2'X 4" BLOCKI.....G S.JALL BE NSTALLED MiD-hEiGHT 0: ALL EXTERiCR WOOD i=RAME
lUALL5/FI-JA REQI.; REMENT.RECOMMENCED =OR AF'PL:CAT'ON 0= WRE LATI-J)
EXTERIOR WOOD SiDl~G OR WCOD COI"'iP, BOARD SHAl.L HAVE A "11\0, C'_EARASCE
FRO"1 GRADE
!':l, FLOOR PLATES OF NON-BEARI'G OR :'...:ON.Si-:EAR INTERiOR PARTITIONS MAY BE
ATTAChED TO n..E SLAB JJ/RAMSET FI:\iS ",,0,3320 OR No, 3348 AT 3'-0' o.C, CHARGE
TO BE GSED WilL BE DETERi"Ii:\.ED BY Tf-'E DENSITY 0= ThE SLAB,
20. DRYWALL MATERIAL C INSTAU_ATION Si-A'LL COl'>.FCRM TO LOCAL CODEr AND t=
NECESSARY, FHA) REQU REi""ENTS,
PROViDE AN At::pROvED FLASHING I=OR ALL EXTERIOR OPEN~GS, vAL:"EYS AND
OThER AREAS S=-ECi;:::ED ON PLANS, INSTALL AoP~AL T BASED WATER~ROO=~~C, A'"
ALL JOISTS wi A FOTENTIAL =CR LEAKS,
22, o~~OWER DOORS - BATH ENCL.OoI.,;RE5 Sf-JALL NOT BE: LESS TL;AN 31'b' TEi"":Pi::RED
GLASS CR !/4' LAMiNATED GLASS CR AFPROVED PLASTIC.
23, iNS! ALL 3I'b" TEMPERED OR 1/4" LAMiNATED GLASS\J ALL SliDiNG GLASS DOCRS
AND ANY WINDOll) WI'f'hiN 18" FROM ThE FLOOR
24, FRE-FAB F:REoLACES ShALL BE NSTAL.LED ACCCRD'NG TO MFGR, SPEC,i= CAT O:-"S l
LOCAL BUiLD'NG CODES, AU.. CHIMNEYS Sf-iAL,- PROJECT A Mi:>.j, OF 2.0' ABOVE
ANY PEAK J)ITh:N '0.0" OF ThE O-<iMNEY,
2::;, A 30" MINIMUM f-'EADROOM 16 REQU,RED ABOv:: ANY ATTiC ACCESS.
2b, !'lSTAl..L 31/2" <;(-11 FIBERGLASS 8A'; I:,\:S:)LATION iN EXTE<;(~CR FRA~E u..ALLS A",D IN
ANY COM~ON WALL BETWEEN AN ATT AC:-':ED GARAGE AND A DWELLING.
2', r.;>LuMBiNG. ELECTRiCAL AND H'.IAC SYSTEMS SHALL CONFORM TO CODE,
28, W.~D0l15 AND DOORS S~~ALL BE DES'G:-.oED iN ACCO~DANCE TO SEC, i20::; OF T:-.:E
S,BC, CR A.S,C.E. ST ANDARO ;, FOR uJlNDLOAD REQUiREMENTS, SEAL WILl. B::
PLACED ON WiNDOW, OR B:: FROTECTED FRiOR "'0 FINAL INSPECTiON,
2~, GARAGE DOCRS W1L.L BE BE STRuCTI,..RAL DESiG~ED iN REFERENCE TO sac, '221:-' OR
ASCE, FCR WINDlOAD,
';0, VINY.LCR.~L~t1rN\LM SIDING CR_SCFFIT Sf-JALL COMl""~,_ Y TO S,B,C, OR ASC.E.
ST ANDARD " FOR WiNDLOAD REQU:REi""ENTS.
';1, RCO=ING MATERIAL. S:-':ALL BE INSTALLED oER MANl.lFACTt...,RERS SFEC,FiCATIONS =CR
H'GH lj)iND AREA SHALL BE ,NST ALLED iN ACCCRDANCE WIT..l AS,T,MC, ~2~, M,~,W.V-'1
';2, owc..CO 20~
TH:C,(,NESS 1/2' 0", MASONARY I.l.iALL AND '/8' OVERA_L.. METAL PLASTER BASE, JJTh
OR wm':O",T SOLID BAC~ING, ,_CEi""ENTITOI.JS F:NIS.--J~~ONSiDERE:) SIuC~Q
L-__,__________________________ _____
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WOOD Fr~AME CONSTRUCTION
, ~Gr=ND
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WINDOW
CODE ~
I WIDTH HEIGHT WiDTH HEIGHT
112SH -[197/8" x ~86"~/8,1 191/4" x 261/4"
~ 13 SH 1- x ..) ..) r x .38 5/8"
I 14 SH -F--- x 505/8T x 50 7/8"
~SH-= __ x __6~T x 63 1/4"
, 16 SH x 74~ x 74 1/2~
H32 SH 12~ x 26" 26 5/8" x 26 i /4" l
H.33 SH r---;---~383I8'~- x 38 5/8" !
FH34 SH I x 50 5/8' x 50 7/8~
, H345 SH r x 56" x 56 1/4" I
H35 SH I x 63" F x __~1/4"-1
,136 SH r- x 14 1/4' x 74 1/2" !
~~ ~~ _ -P7 3/4" -:-----~~" 3/81 37 1 /8" _~_ ~~- ~j~':, ~
24 SH '-----~-- 50 5/8'1 -----;;- 50 7/8'-:-1
245 SH t--- x 56" -t _. x ---5617~-1
25 SH r-----~- 63" x "631/4" i
26 SH T---~-- 74 1/41-------;--- 74 ~/~-!
132 SHI 53 7/8" x 26" [--53 1/4" -x- 26~-1
~ ~:; ~=~- : -~--~.~~~ ~;~1- :~- - -- ~~~;:::]
I 345 SH I x 56" x 56 1/4" :
I 35 SH -T----;- 63"--1--- x - 63-1/4;;--11
r'36~,----~ 741/4T-- x--- 74-'/2" !I
-- ----=====---_=_ _-======::::::::------===_____..J
~ SHEA,RWALL (SEGMFNTS)
(
(SEE PL_AN FOR l_1=NGTriS)
I hereby certitl that' have performed
tho attached dosign and it is in
compliance with Soction 1205 Or tho
Standard Building Code.
l"'~"''i
C=~F:~AMIN~ NO,.e&:----~1
ill AL_ iNTERIOR DIi"":EN510NS ARE GIVEN TO 11
I ThE !ND:CATED CE"i'fER 0= ThE ST..;D UNLESS !
II ",' 'OT=D OT~..;::!'""I!I:a..;:: ,i,
,I ," '- -"".... '-'-, Ii
i'l I
II AL_ EXTE<oc:OR DIME:-"SONS ARE GiVEN TO
THE FACE CF Tf-'E STl.;D OR FACE 01= BLOCK
(AS AFPROPRiATE; WHIC~ LiNE5 wiTH ThE
;::OU'<DAT'ON BE:"OW.
F==----
\l___ ___L.ee:,e~o
11@!2~DCOR SIZE FEET
I COOR S'lE INO~ES
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1992
549
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RMH JH.
DATE
1-24-94
SCALE
3/4" = 1 ' - 0"
JOB NO,
DS125D10
SHEET
1
~F 2 SHEET$.)
, hereby col1ify that I have performed
tho attachc-d design and it is in
oomplianco with Section 1205 of the
Standard Building Code.
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DISCON'rINIOUS
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PERIME'rER BEA~f
WOOD BEAM
DISCONrrINIOUS PERIMETER BEAM AT GABLE
(DETAJJCS]
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DATE REV,
2/18 #1 RH
4/22 #2 RV
10/10 #,3 RH
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2"x4" BLOCKING @ PLYWOOD EDGES
1/2" PLYWOOD W/
8d COMMONS PER NAILING SPEC.
2"x4" BLOCKING @ PLYWOOD EDGES
1/2" PLYWOOD W/
8d COMMONS PER NAILING SPEC.
WOOD BEAM
2 1/2" THRUBOL TS
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2"x4" @ 24" O.C.
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NAILING 8d COMMONS 0 6" O.C. EDGES & 12" O.C. INTERIOR
NAILING 8d C01.AMONS @ 4" O.C, EDGES .A.ND INTERIOR ~
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NAILING 8d COMMONS @ 6" O.C. EDGES & 12" O.C. INTERIOR
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8d COMMONS @ 6" O.C.----------
EDGES & 12" O.C,
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accordance with the saccI BuildintJ Code.
F. Metal construction hardware specified are Hughes
Manufacturing, Inc, or equal. They shall be installed
in accordance with manufactures recommendations.
G. Any areas of conventional framing shall have framing
members connected to truss members with a minimum of a
RT 14. All Conventional framing members shall be connected
to one another with a minimum of a HC hurrican clip.
STRUCTURAL SPECIFICA 1l0NS
CONCRETE
A. Cement to comply with A.S. T.M. C 150,
B. Sand and aggregate to comply with A.S. T,M, C 33, C 330,
C 332 and A,C,I. Standard No. 813-54 or FOOT, specifications.
C. Water to meet potable water chemical standards.
E. Placing shall be in accordance with A.C,I, Building Code
318 and 318.1.
F, Curing shall be in accordance with A.C,I. 605.
1/2" PL YWOOO NAIL & GLUE
8d COMMONS @ 6" O.C,
EDGES & 12" O.C.
INTERMEDIA TE
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NAIL 8d @ 4" O,C. ALONG WALL,
OlMER 8d @ 6" ON EDGES & 12" IN1ERIOR.
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SPACING
PL~.NS
DESIGN LOADING
A. Wind loading = 102 mph
B. Live loading bedroom area = 30 psf.
C. Live loading other areas = 40 psf.
0, Live loading roof = 20 psf.
E. Design criteria SBCCI Section 1205
REINFORCING STEEL
A. Bars deformed in accordance with A.S. T,M. A 615-87 and
shall be grade 40 steel unless indicated otherwise.
B. Welded wire fabric to conform with A.S. T,M, A 185 or A 497,
C. Placing in accordance with A,C,I. detailing manual and
A.C.1. 318 and 318,1,
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Splices af foundation and perimeter steel shall be 12 in. minimum.
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METAL ACCESSORIES
Metal accessories shall conform to requirements in C.R.S,I.
"Manual of Standard Practice for Reinforced Concrete
Construction" and A.S.T.M. A 82 and A 185.
LEGEND
{J - ROD
STRENGTH
A. Concrete shall have 2500 psi compressive strength in 28 days.
B. Test Cylinders shall be taken at the rate of three (3) for
each 75 cubic yards and tested in accordance with A.S. T.M.
Specifications. Further tests may also be required in
accordance with A.S. T.M. C 42.
C. Slump shall not exceed 6" unless concrete mix has been
designed to have greater slump and approved by Engineer.
BEilI?IJVG fYi-iLL lIEilDElRS
BEARING fYi-iLL lIEi-1DE"I?S
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TRUSS SPAN - TILE ROOF
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SPAN 24
TRUSS SPAN - SHINGLE ROOF
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36
40
48
44
40
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28
32
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2X8 2X8 2X8 2X8 2XI0 2XI0 2XI0
2XI0 2XI0 2XI0 2X12 2X12 2X12 2X12
2XI0 2X12 2X12 2X12 2X12
2X12 2X12 2X12
6 2X8 2X8 2X8 2X8 2X8 2XI0 2XI0
7 2X8 2X8 2XI0 2XI0 2XI0 2XI0 2XI0
8 2X8 2XI0 2XI0 2XI0 2X12 2X12 2X12
9 2XI0 2XI0 2X12 2X12 2X12 2X12
10 2XI0 2X12 2X12 2X12
11 2X12 2X12
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CONCRETE MASONRY UNITS
Ad Units shall conform to A,S. T.M. C 129,C 145,C 90 & C 216.
B. Cement shall conform to A.S. T.M. C 150.
C. Sand shall conform to A.S. T.M, C 144.
D. Mortar shall conform to Standard Building Code Types M or S,
E. Masonry units to have full mortar coverage on horizontal
and vertical face shells,
F. Units shall hove a minimum compressive strength of 2500 psi
per net area of unit
G. All ei<posed masonry surfaces shall have their Horizontal
Joints tooled and shall be sponged clean.
H. Grout shall comply with ACI-ASCE 530 & A.S.T.M. C 476
and be tested in accordance with C 1019.
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SOLID
W/CELL POURED SOLlO
COMPACTED FILL
Fill shall be placed in layers not to exceed 12" and compacted to
95% proctor. The degree of compaction shall be determined and
controlled in accordance with A,S.S,H.O. T -99. Before placing
fill all deleterious material shall be removed.
C EC D
RMH JR.
DATE
1-24-94
SCALE
3/4" = 1 ' - 0"
JOB NO.
DS125EI0
SHEET
2
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KNOCKOUT SLOOCK
W/ #5{J POURED
SOLID
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I hereby certify that j have performed
tho attached dos/gn and it is in
compUance with Section 1205 of the
Standard Building Code.
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Non-structural grade lumber shall be stud grade or equal.
Trusses shall be pre-engineered in accordance with T,P,I.
and engineer certified truss drawings and the truss
layout drawings sholl be furnished,
C. All lumber in contract with masonry or concrete sholl be
pressure treated. Non-pressure treated lumber shall be
separated from masonry or concrete by asphalt impregnated
felt or galvanized metal.
O. Structural lumber shall be Southern Pine No. 2 or Equal.
E. Nailing shall be 8d at 6" on centers along edges and 12"
on centers at intermediate supports except for first
sheet at roof edge, at ridges and at wall corners which
shall be nailed at 4" on centers at edges and at
intermediate supports. Other nailing shall be performed in
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OPENINGS
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STORY MASONRY WALL
TWO
LINTEL D ET AILS
NOTE: PRECAST LINTELS ~CAST CRETE"
OR EQUAL
SHEETS
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ELECTRICAL NOTES
Bedrooms:
Smoke detectors shall be added inside and outside of each bedroom
and wired in series per NFPA 72.
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All rooms: Receptacles shall be installed per NEC 210-52.
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Outdoors: Receptacles shall be in stalled per NEC 210-52(e), 210-8(a)(3)
& 410-57.
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Bathrooms: Receptacles shall be GFCI protected per NEC 210-8(a)(1).
Garage: Receptacles shall be GFCI protected per NEC 210-8(a)(2).
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Kitchen: Receptacles within 6' of sink shall be GFCI protected per NEC
210-8(a)(5).
Service: Shall be bonded per NEC 250-81 (c).
Washer: Washer receptacle shall be installed per NEC 210-8(a)(2) or be
a single receptacle.
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ALL UJORK"1ANSHIP AND MATERiALS 5~ALL CONFORM TO ALL
AF;PLlCA6LE CODES SUC'-I AS THE NAT!O\lAL ELECTRICAL CODE,
LOCAL ORD!NANC::S A\lD POWER COMPANY REGULATiONS.
SUBCONTRACTOR SHALL BE LICENSED, CARRY ALL APPliCABLE
iNSURANCE, A\.i:) HAv= A CU~RE~T COUNTY OCCUPATIONAL LICENCE.
", IOCON"1"RACTOOC- CoI I Ai I I'-'rl i D- Ai I c-o~rl AL ............6 AND p....RMrTc-
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LABOR AND MATERiAL, EQL;'P~ENT Ai"-.D E:L.::CTRICAL E~GiNEERiNG
NECESSAR'" TO PROViDE AN APPROVED wORKiNG SYSTE"1.
L!G~~T FIXTl..RES EXC!...UDED EXCEPT FOR >=LOURESCEl\.T FIXTURES
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OUTLETS, ETC, TO BE MOU\JTED II
II ABOVE THE BASE FLOOD I
I, ....1 r-'I A'flr'\'-: (c-r-t- 0'" 'T-. 0' AN I
. CL.t::. ",""",,-,,,I,,. vct: I = I L-~i I
!I FOR 6AS:: ELEVATION) i
!I ~I
ENGINEEHING CERTIFICATION OF
STRUCTURAL COMPONENTS ONLY
I
I
ESi
I horeby cortlfy that I have performed
tho attached design and it is in
compliance with Saction 1205 of the
Standard Building Code.
PROJECT
~:?40
owe NO,
E
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