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Following Approvalso
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CLIVOSHA
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EU E sue.' "ss,/ FOR O va01 RUG I � N
This sat of ara Must s, tmpt on the fog .
at vil IRF;" as grad l& 9� �'n��a'?�@a� to mcko c ?�€ t.�� "ngea or
alterations on same uAlmout writt-3n pc MM-slan from ths'
City of Santa Ana.
The acc ptancks of this plan and specifications SHALL NOT t
ba held to pefhttt nor bo, an approval, of tlpc violation of any ,
Re'$d
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;;ttoPSCt� •part" elAttt3Eti i / FOR OPENING'S GREATER lo• 016 TYP.
tom As AECUIREO %mi r t ! T11M 4°60- UU COL
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Joe NO.
SHEET
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4Z FWMF Eit NO. 0101IS-
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GALVANIZE®
12"x12"x7 GAGE
"'r" W16-SWO LAGS
4"X4" POST
DETAIL Mn
1. 'Use 4x4 coluriins U.N.O. with Simpson "PC"
2• Use floor joists @ 16" O.C. UNA
3. 'Use 2x6 studs if bearing wail height Is greater than IVo- 1.o-
4. Use - 16d/chord splice
S. trouble joists under all parallel walls
®See General rotes) .
6. Use standard camber all glue lawn beams
7. See structural notes for hardware rcquirgments
e „
All structural beanvbeam, beamicolu and column/foundation must be positively
connected with Simpson or equivalent connectors irlregardless of lack ofconrieetion
detailing an plans. Standard connections unless otherwise noted.
BeanJColumn Simpson "CC" or equivalent
Bean0eam Simpson "i3 M" or equivalent
Column/Pad-Footing- Simppon "CH" or equivalent
1. Use 4.c4 columns U.N.O. with Simpson "PC"
2. Coluffms shown continue to foundation where walls
° occur below. Strap splice with MST-48 both sides
or equivalent.
3. Use 2x6roof rafters @16" -O,C® (l14i.0®
4.. Use 2x6 ceiling,olsts @ 16" O.C. for spans max. ISO
Use 2xg ceding joists G 16" O.C. for spans max. 21'
5. Use 1:c6 ties @ - 4' O.C. ® all flat or coffered ceilings..
6. Do not notch beams greater than D/S.
7. See St ructural motes for additional framing information.
S. Ensurts vertic:-1 MST- holdown straps attached
ruin. 2 2 (where occurs)
West Coast Douglas Fir:
Joists. rafters„ sheds: #2 Dote glas Fir -Larch #2
Beams and Posts: *1 Douglas Fir -Larch
Roof deck. floor deck and eaiterior wall sheathing: Douglas Fir Plywood. Structural grade
Glue laminated members: Douglas Fir Larch, 240OF Grade 24V1 F3 or as othe rwise Noted •
'• is �' � ' ���•�•��;,
' •• .. �� . ' . •ram«
3`112'
1
4*x BEAN(
ZENCHEND,
MM DETAIL "E")
-- .- .- 4"M* PAST
ter:
0 'WELDING:
1. All w ak shall comply witfl "AISC Spedfication for the Design,
Fab sic atic a and Eton of Structural Slid for Buildings:'
2. Stn id ura) steel shrill eonfcum to AMU A 36.
3. Pips Columns shat wnforns to ASTM A 53, grade "B : with sulphnit
content it not to ex+:e ed .0 %. Ends shall be cut square far true beariaSaj;);;.
4. Owl o xutxtions si! all Comp ly" ii ith''Frutned Beam Cc►onectione,
A15C ` P trt 4, Table 1 using 3/ C A307 bolts (m b.).
5. All %iml°9in1: shall be electric arc process and shall comply with
AM., q edications f )r wedding and fabrication.
6. Welding shalt be per=formed try cerMed operators in a,zhop
licetms by the local'nhthori4%
7. Low by dro}gen edertr Aees shall be used wherever reinfcucing steel
is wedded.
8. iinlesis hiho-ua, shall be minimum webd for all
$tr'ue=al / ; s connections.
9. All birtt welds shall b e full pe:netratim unless otherwise: detailed
on the plant
10. Opcm web j,hists shall comply with standards of the "Steel joist
Institute
111. A eer tifi rate -of fabrication fronn the shop performing the welding
or a rap nt i rom the si=hedal inspector must be furnished to the
job inspector prior to: framing approval.
11 AD stmiturnl vMdtnf; shall tx, perforated by certified welders in
the sltol. of an approved fabricator. A certificate of fabrication
from du, shag perfoum ring the welding must be furnished to the
job in spceetor prior hh l raming approval.
GLIELMN AT
1. All gla-1 em i nembus t o be fabricated by licensed fabricators and
shall r red iM1 CLA, Aft I ; and 8oveming UBC requirements.
Inspe tko to be by At-C
2• htap�4ik-A reports to ba f anislied to the (general contractor, and
to the en Ifni er upon a tquest,
3. CoNbn+ctar b i submit d rawinp; to the architect and engineer prior
ttairtNailetioa.
4. Cutting, notching, or d;illirig of ght4ms to be only as specifically
_ noted and/or detailed m plant, at as approved by the engineer.
S. Lumbitr I o Ill- coast region douglas fir, or as an acceptable!
altemitc het a fir per HBO #33111,
6. Lamnin %tions to be 1.1/::" kart to be as per (S� Huger
We). Mols ne caontert t to be as per (�153�6
7. Adhes M, to ;se wateglx ®of and seal earls oril
$, Apper imm to be indug del unbms othenvise oted.
Prime or 8nli►h - none a mess otherwise no
Wrap • load.
//---3/8" X i" LAG SCREWS INTO STUDS AT 16"O.C.
/'-2X CONTINUOUS LEDGER
� I �
JOIST HA NGER OR SOLID BLOCKING
NAIL RAFTER TO BLOCKING
-GENERAL-
I. The contractor shall verify and be responsible for:
a. All Contract Documents.
b. Omissions and/or conflicts between the various elements of
the Contract Documents.
c. All dimensions and conditions hit the site.
d. Any condition which in his opinion might endanger the
stability of the structure.
e. Ensuring proper alignment of the final structure.
The contractor shall limtetediately notify the Architect/Designer
and the Structural ]Engineer of any discrepancy or omission before
proceeding with the work.
2• All work shall conform to the minimum standards of the
!; - Gr�(► Soot Edition, and all other regulating agencies
e:xerdsing .authority over any portion of the work, including the
State of California, Division of industrial Safety and Cal/OSHA.
3. All work shall conform to the best practice prevailing in the various
trades comprising the work.
4. Any ASTM( designations shall be as amended.to date.
5. The contractor shall provide temporary erection bracing and shoring
for all structural members or as required for structural stability of the
structure during all phases of construction.
6. On -site verification of all dimensions and conditions shah be the
responsibility of the contractor (sub -contractor). Noted dimensions
take precedence over scale.
7. Specific details and notes shalt talcs precedence over general notes
and details..
All structural beam /beam,.beam/column, and column/foundation mug be
Positively connected with Simpson or equivalent connectors i megardtess of
lack of connection*detailing on plans. Standard connections, unless noted
otherwise, shall be:
Beam/Column Simpson "CC"or equivalent
Beam/Beam Simpson ° LrrF" or equivalent
Column/Pad-Footing Simpson "W of equivalent
1. All footings shall rest on firm natural soil or approved compacted dill.
20 Coitacig to be machine mixed with a max of 7.5 gallons of water,
3. Mortar Mix: 1 part Portland Cement 112. part haze putty, 4.1/2 parts
and.
4. Grout mix: 1 part cement 3 parts and, 2 parts pea gravel. Grout
inspection at c4 r' intervals.
S. See foundation plan for additional notes.
6• siu Boiling:
a• interior non bearing walls: approved shot pins with cadmium
washers at 32" o.e. maximum and W fiama corriers of splices
and 6" front ends$ unless otherwise rioted. Rahn Set or equal,
ICBO 1147. Hilts, ICBO 2308.
b° laterior tang: Approved shot pins with cadmium washers
at M' Mc• unless otherwise noted. Rahn Setore
qual ICBO 1147.
Hild, ICB02388.
e» Exterior walls: Sig x itt" anrhorbolis :1Vr` 2Ka �3
KA�1roc,,t2"fromwritmand splices and minimum er shear
2)prPtut:,� .41�°°1K�eo►�c.s:'�"
Panel, uftksssotherwise noted. ( p
d. No utility trenches parallel to a footing and deeper than 18" shall
be located within a distance of 4-4r of a building (Doting,
Utility tMiches Perpendicular to a footing shall be a Minimum of
4` W deep and the distwrbed soil shall be compacted within a 4'-U'
distance of any lootirng oir under a concrete slab. .
7 Maintain: Concreteslabs minimum 6" above finish grade.
3" of concrete between wood aA earth fill.
8• ReinfMcing shall be new deformed billet -sue 00111fOrMing to A
SrM
GR 60 intermediate grade and AMU A615 for d+eforatations.
9 Concrete block shah be Grade "N".
IQ A corrosion asist:nt weep screed which wit, allow trapped water to drain to the exterior of the building Is requited at or below the stucco
at the foundatichn plate line a Minimum of 4" above grade (4706'e).
IL A otinimuan thisktzess of 3.1/2" h requimd for concrete floor, slab on
8rade(2M).
' The required ctenerance for wood members above the grade is 6" for
mnudsittet, lr' f0r8irders, and 181for joists.
13. Fowdation and floor slabs on expansive soil (290", 2907.i)
shall conform as follows unleew approved sails report indicates
ell is Cot 4Xpancaive or reooanstends other details.
a• Continuous footings under exterior walls and interior
bearing wd& extending below grade 24" and 18"
respectively and below foundation wall crawl hole.
b. Continuous #4 bars, one N' from bottom and one 3"
from top of foundation.
C. Floor slab 3-1/2" thick over 4" coarse aggregate base or moisture
barrier membrane and reinforced with 2layers of 6" x 6. #10#10
welded wire fabric or 1 layer of 6" x 6", #6#6 welded wire fabric.
d. Saturate (hewn 18" deep before 14. All interfaces between placing the concrete slab.
by existieig and new concrete shall be tied together
concrete. urn #4 dowels at 24'° o.c , rninirnernz 8" into "isting and new
15, Concrete:
a. All concrete shall attain a minimum.comp�Ive siren
Of 4i;O8psi at 28 days fors rvp� for foundations
. 3000 psi for tiltup walls and grade beams,
C, in cement d cshaft conforms to AS.'T.M. C-150.
c.
Fi
ne an d Coax
aggregate shah conform to AS•T.M. C-33•
d• Location ee wnstruction ar pour Joints shall k approved by
• the engineer..
e. Pile may pass through concrete sleeves, but shall not
be embedded therein.
L PlM or ducts exceeding cite -third (1/3) of the slab or wall
thickness shall not be placed in structural ecete unless �specif tally detailed.
g• Refer to architectural drawings for grooves, Vmaments,
molds, and finishes to be cast in concrete, and for location
Of Boor and stub elevations.
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JOB NO.
9eNEET
OF ONSETS
40 WO MM No. 616115,