HomeMy WebLinkAboutREVISED PLANS 3/20/06 - 05-00480 - Pinnacle Security - Remodel...... ----- -
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R-'- TO T-4E -=NG FOR SCIRRECTi CHANGES M41 EE F-Q.Of°OC-ED 5'T' THE
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C, IF -4E ; 5 THE CH,4NGE le IN T�-IE 5E5T INTERES I 01 THE OWNER. GH,;NGES
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BE r-CRW"RC)ED TO THE ENGINEER IN LiRITiNG FOR
?7z-J-7,l �
THIS DRAWING iS FOR THIS
LOCATION AND CLSTOMER
ONLY AND 15 NOT - 0 BE
REUSED IN AN- MANNER
UJITHOU THE WRITTEN CONSENT
OF DESIGN INTELLISENCE.LLC.
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CONTAC-TOR'& RE5=CN5!5;i-!Ty
!' 15 THE CONTRACTOR'S RE5PON515iLITT' TO REVIEW ALL 45PECT! OF THESE L
ARCI-41TECTURAL AND STRUCTILAAL, PRIOR TO CON6TRUCTION. ANY CONPL;C- 5✓44L- BE
REPORTED TO THE ENGINEER FOR r-ORFRECT!ON. CHANGES BE PROF'O&ED B'Y THE
CONTRACTOR IF HE FEELS THE CHANGE 16 IN THE BEST INTEREST OF Ti4E OWNER. G GANGES
SHALL BE FORWARDED TO THE ENGINEER IN WRITING FOR APPROVAL PR'OR To CONSTRUCTION.
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F 2 4 20
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446
THIS DRAWING (5 FOR T-415
-CCAT!ON AND - -JeT-nS , ,ER
ONL� AND 15 NOT To BE
REUSED IN AN TANNER
UAT440U'r TI- UJR!TTEN CONSENT
OF DESIGN lN'ELLIS-ENr-F.LLC,
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16TING CHAIN LINK
NOTE: LEGAL DOCUMENTS PROVIDE AN
EASEMENT FROM KEY BANK, TO
ALLOW ACCESS TO PINNACLE
PARKING LOT. WIDTH OF E SEMENT
15 NOT INDICATED IN THE LE GALS
BUT 15 BEING NEGOTIATED. MIN.
EASEMENT WIDTH BEING NEGOTIATED
15 24 FEET TO ALLOW TWO UJtY TRAFFIC,
AS THERE 15 PARKING
lu
KV
KEY BANIG PARCEL
(1) SPACES RESERVED
FOR KEY BANK
20 PARKING SPOT
RENTED TO PINNACLE
BY KEY BANK
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T OTAL AREA : 1,51 ACRES z ro5a7ro 5F
ASPHAL 4 BUILDING - /058' SF:
LANDSCAPING = EX15TING
CITY U711-171E5 ARE EXISTING,
f=,4fR<lNG
3 PER 1000 5F = 31 PAR<INCS 5l'- REQUIRED FOR AREA
BEING REMODELED AND USED 45 5=lU6INE5_r- SP,4,CEEI
TOTAL F RU61NE6e &P,4GE 15 6;= REaJiRING
5 PARKING SPACES.
PARKNG PROVIDED
((o7) 9' x la PARKING SPACES
FUTURE SPACES WILL BE PROVIDED A5 FUTURE BUILDING
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LEGAL DESCRIPTION
COMMENCING AT THE NW CORNER OF LOT 3, BLOCK 31,
OF THE ORIGINAL REX15URG TOWNSITE, MADISON COUNTY
IDAHO: THENCE N 8S 44 59 E FOR A DISTANCE OF 191.50
FEET TO THE TRUE POINT OF BEGINNING; THENCE N 89 44
5 E FOR A DISTANCE OF 136.51 FEET; THENCE 5 0 14 51 E
FOR A DISTANCE OF 165,00 FEET; THENCE 5 &S 44 59 LU
FOR A DISTANCE OF 165.02 FEET; THENCE 6 0 14 49 E FOR
A DISTANCE OF 82.50 FEET; THENCE 5 &S 44 591 LIJ FOR A
DISTANCE OF 165.00 FEET; THENCE N 0 14 49 LU FOR A
DISTANCE OF 165,00 FEET; THENCE N OS 44 59 E FOR A
DISTANCE OF I91,50 FEET; THENCE N 0 14 49 W FOR A
DISTANCE OF 82.50 FEET TO THE TRUE POINT OF BEGINNING
CONTAINING 1.5 ACRES MORE OR LESS,
CONTACTOR'S RESPONSIBILITY
IT 15 THE CONTRACTOR'S RESPCNSIBILITY TO REVIEW ALL ASPECTS OF THESE DRAWINS5,
ARCHITECTURAL AND STRUCTURAL, PRIOR TO CONSTRUCTION, ANY CONFLICTS SHALL BE
REPORTED TO THE ENGINEER FOR CORRECTION. CHANGES MAY BE PROPOSED BY THE
CONTRACTOR IF HE FEELS THE CHANGE 16 IN THE BEST INTEREST OF THE OWNER. CHANGES
SHALL BE FORWARDED TO THE ENGINEER IN WRITING FOR APPROVAL PRIOR TO CONSTRUCTION,
9
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SITE SEGUR
ADDRESS: 51 SOUTH 15T EAST
ON-- N 15 NC - 0 EE
IRHL'E-E� :N s N'`' �',,L'�N�\E;R
11s i—ruJ� ";R; N_
N
W
F-1
ZONE - (_
&-ET6,4C<5 - FFRON = 2C
SIDES =OFT
LOT COVERAGE a 509-
r'lAX!"UI*l BUILDING i4EIGi-4 - 45 1- - 7 ,
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PINNACLE PAR K INC-s Lod'
PINNACLE PARCEL
2 STORIES = 24000 5P OF l0200 1 5 SEINE RE'
NO FIRE SPRINKLER SY5
4, 5E REQUIRED:
FRONT 20 FT
51DE5 0 F-7 "1111N
REAR - 0 ;=T
;='AfR<lNrz:
STREET ROW: 20 P
4D,)OINjN(:a PROPER" LNE: 0 Fr
FRONT OF E3-C)G: 5 PT
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LEGAL DESCRIPTION
COMMENCING AT THE NW CORNER OF LOT 3, BLOCK 31,
OF THE ORIGINAL REX15URG TOWNSITE, MADISON COUNTY
IDAHO: THENCE N 8S 44 59 E FOR A DISTANCE OF 191.50
FEET TO THE TRUE POINT OF BEGINNING; THENCE N 89 44
5 E FOR A DISTANCE OF 136.51 FEET; THENCE 5 0 14 51 E
FOR A DISTANCE OF 165,00 FEET; THENCE 5 &S 44 59 LU
FOR A DISTANCE OF 165.02 FEET; THENCE 6 0 14 49 E FOR
A DISTANCE OF 82.50 FEET; THENCE 5 &S 44 591 LIJ FOR A
DISTANCE OF 165.00 FEET; THENCE N 0 14 49 LU FOR A
DISTANCE OF 165,00 FEET; THENCE N OS 44 59 E FOR A
DISTANCE OF I91,50 FEET; THENCE N 0 14 49 W FOR A
DISTANCE OF 82.50 FEET TO THE TRUE POINT OF BEGINNING
CONTAINING 1.5 ACRES MORE OR LESS,
CONTACTOR'S RESPONSIBILITY
IT 15 THE CONTRACTOR'S RESPCNSIBILITY TO REVIEW ALL ASPECTS OF THESE DRAWINS5,
ARCHITECTURAL AND STRUCTURAL, PRIOR TO CONSTRUCTION, ANY CONFLICTS SHALL BE
REPORTED TO THE ENGINEER FOR CORRECTION. CHANGES MAY BE PROPOSED BY THE
CONTRACTOR IF HE FEELS THE CHANGE 16 IN THE BEST INTEREST OF THE OWNER. CHANGES
SHALL BE FORWARDED TO THE ENGINEER IN WRITING FOR APPROVAL PRIOR TO CONSTRUCTION,
9
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SITE SEGUR
ADDRESS: 51 SOUTH 15T EAST
ON-- N 15 NC - 0 EE
IRHL'E-E� :N s N'`' �',,L'�N�\E;R
11s i—ruJ� ";R; N_
N
W
F-1
ZONE - (_
&-ET6,4C<5 - FFRON = 2C
SIDES =OFT
LOT COVERAGE a 509-
r'lAX!"UI*l BUILDING i4EIGi-4 - 45 1- - 7 ,
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PINNACLE PAR K INC-s Lod'
PINNACLE PARCEL
2 STORIES = 24000 5P OF l0200 1 5 SEINE RE'
NO FIRE SPRINKLER SY5
4, 5E REQUIRED:
FRONT 20 FT
51DE5 0 F-7 "1111N
REAR - 0 ;=T
;='AfR<lNrz:
STREET ROW: 20 P
4D,)OINjN(:a PROPER" LNE: 0 Fr
FRONT OF E3-C)G: 5 PT
0
AREA BEING
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REMODELED __ - _- _____- __.__ ___---- ._.- _- _
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ND LOCKER ROC
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CONTACTORS RESPONSIBILITY
IT 15 THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL ASPECTS OF THESE DRAWINGS, THIS DR AWING IS FOR TH1S
ARCHITECTURAL AND STRUCTURAL, PRIOR TO CONSTRUCTION. AN" CONFL'iCTS SHALT. BE LOCATION AND CUSTOMER
REPORTED TO THE EW.*lNEER FOR CORRECTION. CHANGES MAT BE PROPOSED B?' THE ONLY AND 15 NOT TO BE
CONTRACTOR IF HE FEELS THE, CHANGE 16 IN THE BEST INTEREST OF THE OWNER. C+- 4ANGES REUSED IN ANY MANNER
SHALL BE FORWARDED TO THE ENGINEER IN LUR1TING FOR APPROVAL PRIOR TO CONSTRUCTION, WITHOUT THE WRITTEN CONSENT
OF DESIGN INTELLktENCE.LLC.
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AFRRICX, 7 01= OF ROOF
--------- --
^ttiN
TOP C=LATE
- ----- -----
AREA
A
STUCCO
STUCCO
----- -----
. ......... . - -
1.5" STUCCO
STUCCO COLOR(S)
STAND OUT AT
CORNERS - TYP
BY OWNER
FRONT ELEVATION
1/4 = V-O il
ENTRY FLOOR SLAB
4" SLAB ON 4" CLEAN GRAVEL
ON UNDISTURBED SOIL OR 12 OF
COMPACTED FILL. REINFORCE
WITH FIBREMESH.
UJ52 - TYP
NOTE: ALL WINDOWS
TO BE MIN la" ABOVE
FIN15HED FLOOR OF
ENTRY
SHEAR WALL NOTES
1, ALL EXTERIOR WALLS ARE DESIGNATED SHEAR WALLS.
2, ALL FRAMED SHEAR WALLS SHALL BE 2xro 6 Iro" O.C.
3, PROVIDE - 1116" APA RATED SHEATHING WITH
5D NAILS s ro O.C. AT PANEL EDGES AND
12" O.C. IN THE FIELD. BLOCKING 15 REQUIRED,
ROOFING 5E�ECTIC'N
LEFT ELEVATION
1 /4 = i t -o il
RIGHT SIDE SIMILAR
--- . ......... - - - - ------- - ---- - ------
5LOCKOUTS
CONTRACTOR SHALL VERIFY ALL WINDOW
AND DOOR ROUGH OPENING SIZES BEFORE'
FORMING 5LOCKOUTS. SEE ARCHITECTURAL
DRAWINGS FOR ALL WINDOW AND DOOR
SIZES AND LOCATIONS.
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2x FT SILL PLATE
5 ULE
1/2 10 ANCHOR BOL
4
EAM SCHED
61-ACED a 48" O,C, WITH
3x3xI/4 5af;R WASHERS
W51 (2) 1,15XII1,615 LVL r --- FIN ISHED GRADE
W52 DF 2XI2 im 24" C.C FLOOR SLAB
PROVIDE 12Xa CONTINCUS FOOTING 0 .4 BAR 12x12 is 24"
ROOF VENTILATION
" 1j _8" FOUNDATION WALL ALL DOUG FIR SHALL WITH (2) 0 4 CONTINUOUS TO SUPPORT 0 4 1w 24" C.G. J
BE SELECT STRUCTURAL FRAMED WALL ABOVE. TOP OF HORIZONTAL " ' ' ' . """ PROVIDE ROOF VENTILATION CONT,
OR BETTER *
CONCRETE STEt WALL MIN. (o" 1 4 la" ABOVE
VERT ICA!
I 5F FOR EVERT 300 SF OF
FINISHED GRADE.
ATTIC SPACE, 1/2 HIGH AND
1/2 LOW, . ......
j
ENTfRY 00F F AMING ALTERNATE H00<5 - 5EE FTG SCHEDULE ���
1/4 STEM WALL DETAIL WITH NAL uj
SLAB FLOOR GAST
4468
1e) P
CONTACTOR'S RESPONSIBILITY
IT IS THE CONTRACTOR'S RESPON5151LITY TO REVIEW ALL ASPECTS OF THESE GS THIS DRAWING i$ FOR THIS z
ARCHITECTURAL AND STRUCTURAL, PRIOR TO CONSTRUCTION. ANY CONFLICTS SHALL BE LOCATION AND CUSTOMER
REPORTED TO THE ENG NEER FOR CORRECTION. CHANGES MAY 15E PROPOSED BY THE ONLY AND IS NOT TO BE
CONTRACTOR HE PEIELS THE CHANGE 15 IN THE BEST INTEREST OF THE OWNER. CHANGES REUSED IN ANY MANNER
SHALL BE FORWARDED TO THE ENGINEER IN WRMNCz FOR APPROvAL PRIOR TO CONSTRUCTION, WITHOUT THE WRITTEN CONSENT
OF DESIGN fNTELLIGENCE.LLC.
GENERAL STRUCTURAL NOTES
CODES AND SPECIFICATIONS
A, International Buildire Code - 2003 Edition
51 ACI 318-02 Building Code Reaulrenerits
For Re;ero-csci Concrete
GENERAL STRUCTURAL NOTES
The Structural drawing v-,a't be used it corjuct'on w tI
the drawirpe or all other disciplines and the project
specif The contractor shall verifly the
reculremerts or the other trades as to sleeves chases
hangers, inserts, anchors, noise anc other 'terre tc ce
plar or set in the structural work,
2. The contactor snal' be "or co w1tr a
safety orecaut'oris and rsejiat�ore curing tine work. Tes
emolneer w ': not advise on nor i9et.4e oli-ectior as to
safety precautions and programs.
3, T�ne &tructarai drawirea here:r, reo-esert the rllr�sried
structure. The contractor Shall provide a,! temporary
guy �nc arid brac�mo rsciui to erect arid nolo tne
structure it proper ai'ermsnt until a!i 5tr.,ctural work and
connections have been compieteo, The investigation,
design, safety, adsquac and inspector of srecticin
k:)raclma shoring, tsmoorary suoport5 etc. i5 the sc's
responsibility of tine contractor.
4, 'he engineer Shall not be responsible For the methoos,
techniques and sequences of procedures to perform the
work. The Supervision of the work 15 tine sole re5,ro:,onsi-
bllrty of the contractor,
5. Drawings ndicate genera! and typical details or
construction, Where conditions are not Shown
similar details or construction shall be used, suc to
apiprova by the sr(!::iInesr,
6 A struct�.4rai s,49teme wh'cn are to ce corri of
components to be field 9rSCtsCl 5hail ice supervised b
tins sup4, ourino mart.Afactur��ng, cisi verV. hand"irc,
storage and erec-ior it accordance with the S,pp
lribtructicno and -sq,;rsmemtc
7, Loading app to the stracturs dur the process r-F
construction shall not exceed the safe load- carrying
capacluy of the structural members. The live loadings
used In tiros design cr the structure are 1 ricicatso :, the
"Design Criteria Notes", Do not apply any co"trust o
loads unti: structural Framing is orocsrly connected
together and jrtl� all teirp bracing is `^- Place.
0, All ASTI aro other references are per the latest
editfors of these standards, unless otherwise rotso.
e, Shop drawings and other Items snail be submitted to the
engineer for review pr''cyr to fabrication , Al shop
drawings shall be reviewed by the general contractor
before submittal. The engineers review ?S to be For
conformance with the design, corcapt and genre!
compliance with the relevant contract documents, This
engineers review does not relieve the contractor or the
sole rssposlbi;sty to review, check and coordinate the
shop drawings prior to Submission. The contractor remains
soles respors For errors and ommiselonS assor-Talisci
with the preparation of the shop drawings as tl` oertain
to memosr sizes, details, dimensions, etc,
IC, Submit shop draw in the Form of two bluel(ne prints.
In no case shall r eproduction or the contract drawings
be used as gincip drawings. Submit the Following items for
review
4, Concrete mix design(s) - NOT REQUIRED.
B. RsirFo steel shop drawings - N07 REQUIRED
C, Structural steer Shop drawings - NOT REQUIRED
D, Steel Joist ! Girder shop drawings - NOT REQU
E. Metal parking shop drawings - NOT REQU
F. Pre-mariul', wood GVssm / truss shop drawings - NOT REQUIRE-
G. .metal building system - NOT REQUIRED
Other submittals may be squired per the "Schedule of
Special aspect o4 or the 5soarals notes contained herein,
59ec;al risoect ors will ce recu;reo For tin's project as no ce ou:
A, - _orcrs-.s - NO, REQUIRED
B. Bo is 'nsta'zsd it Concrete - NC REQUIRED
C, Strut urai a . 3 - P'eo Welds - NOT REQUIRED
D. High etrsrgte 5clne - NOT REQUIRED
E, Stnictura, !asonry - NOT REQUIRED
12, inese otnerwiss 'indicated, al items noted to be
demoilsinscl Shall become the contractor's property and
be --fro/ed rrotr the site.
!3 Contractors shai) visit the site prior to bid to ascertaz'li
condWore which may adversely affect the work or cost thereof.
C>ES. CRITERIA
ae6i(ar
w i se Cr !- ', Loads
gRoor -L - 20 par —
Snow - SEE COVER 5-4EE
C c.cor LL - F>C o5F - 2C 05F Pa t C-
Resider-,'a� 40 oer
.atsra _',vs _oacls
,: jlrcl - SEE COVER 5
Ss:6frin - SEE CO✓ER SHEET
Eau ✓aiert P ,iid P - 55 per
Bearing pressure assumed to be 1500 PSF ror
c::o rri arc vest Footings as per J5_ -ab 2e-u
ciaeec upon a Saridy eravef and, pra
Any /ar at oes encc-L;rtered, different From tns
oil sha:i be t�rouqht to tne attentior
of tris Erg -ssr before proCeediric;,
FOUNDATION NOTES
I. Ail rootires, shall bear an undl8t4rI::)sd, firfr natural soil or
compacted PIII capable or sipportlimp a dss'.er bearing
pressure of 1500 pef, Al Foundation excavations shall
be evaluated by a qualified gectechical engineer /testing
agency P1 to rloueime fo corcrete `r required
by the 5iructural Encifreeer.
2, - 00 of Footing slevat'one snail be as Shown on the
Foursdatier clan, These eieva:lars are a maximum and snall
pe- lowered as rec to cbta:ri the reoutred desi2r
bearing p-assurs.
noted ctner.Lise, the bottom of all exterior footings
Placed � oelow oSal ; clept,"; tins r-ottorr or
a! interior footings Shall be 12" nIr oeiou. 'nterior
rirlsneo grade,
3. 4l3 Founoatfor concrete sha oiota: a 20 Oak., Somoreee'Va
stre or 2 psi, Ail concrete to be cermamertaly
exposed to the weather snail be air - entrained to 5%
with an admixture that conforms to A& S-260.
.4
All concrete iork shall conform tc the requirements or AC
30, '5peci--sation For et-.ct�irai ��oncrste Buildings', Hot
weather concretird shall be in accordance with ACI 305,
Ccid w concreting 5rieA os in accordance wit AC?
306,
5. Aii -e;nForclme steel shall conform to 45 Grace
60 For 0 5 and larger and Grace 40 For 0 4 and smaller,
(o. u nless noted otherwise, the Followirie concrete cover shali
be providso for reinforcement.
A. Concrete cast against 4 permanently exposed to earth - .3
B. Concrete exposed to earth or weather,
O ro through • 18 bare - 2`
0 5 bar 1U3' or D3! wire A smaller - 11'2"
7, Ail rsiriforcirg marked coritfi-i4oie (Cost.) on tne plans and
details Shall be lapped 36 x bar cifamser5 at splices uriese
noted otherw
8, No unbalanced backFillire Shall be done against fot.,moatlor,
walls unisse "i's are ssc,.irsIS braced again o
e ith e r c , 4 temporary bracing or icy permanent construction.
9, Prior to commencing any Foundation work, coordinate wok
witir any existing uVlftlis5. Foundations shall be lowered
where rsauired to avoid utilit:es.
Unless noted otnis-wlss the centerlines or coi,,-n
Foundations she[' be located on column centerlines,
'0. All retaining walls shall have at least
2` or Free
draining granular backfiil full insight OF Walir Provide
control 'tints in retaining wails at approximateiQ eclua,
intervals not to exceed 25 feet nor 3 t'rnse the waii
nele'nt. Provide expansion joints at every ;
control Joint, uniess otherwise indicated,
SITE PREPARATION NOTES
L;;ith- an area a -mi nimum of 5 feet beyond the cj'ldlnp '-lts
excavate a minimum of 4" or existing Sol!. Remove all
o r g a n i c - S , pa,/ roots, d e i f>r J 5 an d otherwise _r5uitabis
material.
The surface of the exoc5(9d siiograde enali be inspected
by prolp'ne or testing to check For pockets or soft or
upi5,4 table rraeria Excavate u rs u jtable soil as directed .
low the ancirear
Proof roll the surface of the exposed suppacle with a
loaded tandem axe dump truck. Remove all so;: which
pump or dose not compact properly as directed by the
eng i neer.
4. =ill all excavated areas with approved controlled Fill,
Place it a loose FFt5 and compact to a minimum. of 1 215%
o the maximum dry density In accordance with 45 -1-1 D-698,
5, All controlled FlPl .material Shall be a select granular
mater ai Free From a!!, organics or otherwise deleterious
material with not more than 20". by weight passing a no,
200 s and with a placticity Index not to exceed
ro %,
CONTACTOR 5 RESPONSIBILITY ro. Provide field density tests For each 3,000 S;: CP
IT 15 THE CONTRACTOR`S RESPON5115IL7 TO RE ALL ASPECTS OF THESE DRAWINGS bujid'm53 area for each [fft or controlled Fill,
ARCHITECTURAL AND STRUCTURAL, PRIOR TO CONSTRUCTION, ANY CONFLICTS SHALL- BE
REPORTED TO T4-4E ENGINEER FOR CORRECTION, CHANGES MAY BE PROPOSE- BY THE
CONTRACTOR IF HE FEELS THE CHANGE 16 IN THE BEST INTEREST OF T1-4E OWNER, CHANGES
SHALL BE FORWARDED TO THE ENGINEER IN WRITING FOR APPROVAL PRIOR TO CONSTRUCTION,
PRE-ENGINEERED TRUSS NOTES
1, _.food trusses shall be o oy the manufacturer to
support the ioads dictated by the ooverriiino Ji.4rlsdic
Wood trusses shall be designed by the rrauFacturer in
accordance with the 8VoHcai::)Ie provi5lors or the latest
edition of the National Design or the National
Forest Products Asscciaticir and the cie5 ee specification
For metal plate connected wood trusses of --ne Truss Plats
3, wood mraterlais shall be Doueias Fir aro 9nal; Oe Ks'ir, Clr'ec
3n0l used at !e% maximum moisture corteet, f=roV;d49 grade
rscuirscj to meet stress requirements.
4, :ceirector plates shali ce not iIsse tnar 0.036 inches
(20 gage) in coated thickness, shall Meet or 9XCeeo —'STrl
Grade .4 or nigher and shall be hot clipped galvanized
according to 457"'i A-525 (coating GOO) "'!:rTmum steel
y?eiid stress snail be 33,00C cei,
Tru sses Shall be Fabricated in a propertu, squipped
manufacturing facility or a permanent nature. ussss seal!
ics mar� n�j exper workren, orsc:5ior
cuttin g. rgglno and orebsinci souipmen. under the
, ea-'refrents In qua l lty control standard : -88 or the
P Institute.
6 Secondary pending stresses in truss top and bottom criorcI5
due to dead, = ,vs and wind iaods sha;, be sont:cIerso ir
-,, is oss�er� Load duration
Factors shai; ce per tine Nat oral
For Wood Conetruct'or" +ats5t edition,
7, Wood trusses shall be erected in accordance with the truss
manuracturer I s reoulremerts. This work Shall be done by a
qualified and experienced contractor,
8, The Contractor shall provide all temporary and permanent
bracing as required for safe erection and p erformance or
the trusses. The guidelines set forth by the True* Plate
institute publication "Hie-91, Commentary and Recommendations
For Handling, Installing and Bracing Metal Plate Connected
LL)ood Trusses" shall be a imirilmum requirement,
9, Truss member and components, shall not be cut, otained
ori.!ed nor otherwise altered :r any way wftrout the written
approval of the Engineer,
C Submit compiete Shop drawings for 61, wood trusses
siricw�nq mempet sizes, species drads, mcist,4re content,
soar, carbsr, d!msn5'ons. anord pitch e)racino requirerisete
and loadings, Shop drawing Shal be submitted to the
Engineer and Shall bear the seal or a Professional Endineer
'Iec;i5tsred In Idaho,
WOOD 'FRAMING NOTES
All wood framing mater shall be surfaced dry and used at
;2% maximumu moisture content,
A stuc and wall frairimq shall be No, 2 orads Z)oug Fir,
3. All joist, rafter 4 fn!sc, framing shall be No, ; grace Douc
Fir, Provide Full depth or metal bridging at M;dspan and
at a maxmimum Spacing of & Ft o.c, between.
4, All Fram,mo exposed to the weather or in cortact with
fnabonr� or concrete Shall be pressure treated in
accordance with the Americas Wood Preservers 4esocicatior,
Specifications where , oossiols. Ali cuts arc holes should
completed before treatment, Cita and holes cue to
on -site Fabrication shall be brushed with 2 coats of copper
rapinthenate solution containing a minimum or 2% metaili'c
copper in solution (per ALJPA STD, "4),
- 1, 12- -rovfda double joists under all partition$ winicr run parallel
with joists and :vender all concentrated loads From framing
above,
6. Provide header beams or the same size as joists or rafters
to Frams around openings in the plywood deck unless
otherwise indicated,
e. Structural steel plate connectors snail conform to AST" A-36
Spec iFications and be 1 /4" thick jKesa noted otherwise.
Bolts conmectire wood members shall be AST" A-307
and be 3/4" diameter unless otherwise indicated. Prcvids
washers For ail bolt heads and nuts in contact with wood
Surfaces.
10. Bolt incise shall Ins carefully centered and drilled not
more than 1116" larger than the e:icit diameter. Bolted
connect =ors snail be Snugged tight but rot to the extent
CF crushing w000 under washers.
ill PreFabrfcated metal joist harpers, hurricane clips,
riold-6own anchors and other accessories shall be as
-anuFact'ired by ' Strong -Tie Company ", or alop-oviso
equal. Install al, accessories per the man
requirements. Alk steel 6haH nave a m rirum thickness or
0,04 inches (per ASTr A446 Grade A) and be galvanized
'coating G(00),
l2, Holes and notches drilled or cut into wood rraming snail
not exceed the requirements of 2003 international
Building Code Section 23.
13 A l plates, anchors, nails, bolts, washers and other
misceiianeous hardware permaneritaly exposed to weather
shall be hot dip galvanized,
SLAB ON GRADE NOTES
1. Provide concrete slabs over a ro mil ca va p o r
carrier and 4' of porous rlil. i -laxim u rn Slump For concrete
slabs shall be 5", using Type 11 cement.
2, Ali porus Fill material shall be a clean e ra r i j 'a r material with
100% passire a 1-1/2" sieve and no more than 5% passirip a
No, 4 Sieve. Porous fi'l Sinai: be COMCaCtsd to 95% max,
dry density per AST" Z)
3, 5iab Jo'eits s4 os filled with approved Tate- al, ThI5
should take place as late as possible preFerably 4 to 6
.ueeK5 after the ejac has been cast. Prior to remove
all debris From the joints, them fill {n accordance wite the
-manufacturer's recommendations as
sialci5 - Fill with Epoxy resin
Other siai:::>s - fl.i with Field molded or -_,66tomeris Sealant.
5, Unless approved otherwise, all, re:nfoi strait be blocked
into the center or the slab Luition precast concrete blocks
-avlrie a C0'_rpr85eivS etrametn equal to that c the Blab,
6, Walk wags ano other exter"cr slaps are not snows or tree
structrual orawimes. See the site piar and architectural
dra For IOC21t'Or, d S,,9,/3ti0r6 ' 10 0St3;I5
arid Flriish deta'le- ;=Ircv�de 4" walks reii ifth
Ox& - W1,4U)! 4 WJF- unless otherwise noted,
Slabs to be permanent,, exposed to weather seia1 oe air
entrained to 5% (',!- 1 %) with an admixtaris triat _-o^form,5 to
ASTM C -26C.
a A:! concrete work 5nal' conform to tine require r ants ACI 3c1 ,
for Structural Concrete
weather concreting snail be In accordance with ACI 305,
Sold weather concreting shall be !r accordance with ACI
306,
q In order to avoid concrete shrirkaes cracki Ing, place
concrete slabs in an alternative lane (or chsc<sr board)
pattorm. The maximum length of slab cast in in any one
sortinuous po is recommended to be !see than 100 feet,
, rris maximum spacing of joints snail be 25 Feet,
IC, 5se architectural drawings ro- exact :ocatione or
oeores&ed slab areas and dnq�ns. 5icos siac to oirairs
where Shown,
- �ne ;'Iri,sh tolerance o;' all 5lao5 5nal: e in a
30!, Type A,
Slaps 6haJ be constructed 'n accordance with the
Slab Category Specified Loc3i
inimum
Buil-Floated Ff - i5 P - 13 FF '
F� = 10
Straight Edged FP x 15 F1 a 13 Fr 3
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Fiat =C' 15 F1 a 13 =f 13
F 10
, /ery ;: F! '13 Ff 13
F- 10
6upsr Fiat Ff = '5 P! '3 Ff - 13
;=1 1 0
Fioc flatness and levelness tests steal! ce corlattr-ted IF
ossmisci necessary by tins owner I a cco rda nce _'th
ASTM E 1155. Results, friciucl"ne acceptance or reJecticri
of the work will be provided to the contractor �;Ithiiri 48
hours after data collection. Remedies For out or tolerance
work ma� include rernova; and reconstrictlor at the contractors
expense. AN other remediatior requires the approval or
the owner.
F'L'' UJ0O0/GYF5OAR0
SHEATHING NOTES
1, 411 plywood construction shall be Ir, accordance Luiti- the
American Plywood Association (APA) Specifications,
2, All roof panel sheathing Shall be 5/5" (nom.) CSB I AP4
rated sheathing, Suitable sclae support shall cis provided
OV use of panel clips or blockfrie between framing. Unless
otherwise rioted connect roof Sheathing with ad common
nails at ro" o,c, at supported panel edges and ro° o.c, at
irtsrmsdlate Supports.
3. A'; Floor sheathing shail be 3,4" APa rated
5"URC;-i-FLOOR Exp, 1, W'tn tongue and groove edge,
Urises noted otherwise convect Floor sh;athire W;tn IOC
Common nails Spaced r 0,C. S edges and 12"
o,c, at Intermediate supports, Field glue using adhesives
meeting APA specification AFG-01, applied In accordance
With tne manufacturer's recommendations,
4, .4i 1 wall 5neathire shall be 1,2" 4=4 rated
5heathie Unless noted otherwi connect w ad sheatnino
with 5o common rails Spaced at (o 0,a. at supported camel
scless and 12" c,c at feitermsofate supports.
5. Install ail plywood Sheathing with the lo dimensions or
the panel across supports and with panel continuous over
two or more spans, Stagger pare: end joints, Allow 1 "8"
spac;rp at panel ends and edges u nless -- otherwise
resomirsnoso by the sheathino manufacturer.
ro. 411l nall;rie snail be carefully driver and not over - driver.
7. Provide 2x lo,cickirid at all unsupported ca-si edges.
CAST- IN -PLACE CONCRETE NOTES STRUCTURAL STEEL NOTES
Concrete mixes srial' be designed per 4CI 3C', using
Portland Cement coeirorming to A5T1,1 C or C
aggregate conforming to A671, (S-33, and admixtures
,soriform.'me to ASTM C-494 C-618, C- and C-260.
Concrete shall be ready -mixed in accordance with
-94,
2. Concrete snail conform to the following compress ve
strength Slump and water cement ratio requirements unless
specifically approved by tne Engineer in writing
Carcrets Mir - (28 days) Slump W Ratio
Co.umris 4000 nei 2" 4 0.46
Elevated Slabs 3000 pal 4" 0,40
Concrete rot Noted 3000 pal 0.50
Foundations 2500 psi 2" 4' 0,50
C- at on Grace 400C psi 0,50
3, A! concrete worw, shat: comform, to the rsqu;rsmsrts or
ACI 30 "5cec"Pica*ior for Structural Concrete Buildings
,-4ot weather concreting Shall be in accordance with 4Ci 305.
weather ccricret'ne Shall be n accordanc-is wite, 4 306.
4, 4 re'riforcIna sties' shall conform to AST! 4-6!5, Grade roO
�or *5 ano arper bare and Gracts 40 "or *4 and smaller, A ll
we, o,n!2 of 'sInPors pie steel shall be I n accordance wi AX5
::>1,4, E::cox, � coated reinforcing Shall conform to 45TH A-7
5, Ail welded wire (LULL)F.) shall con to 45TM 4-185.
6. ^.'i reirro steel Shall be set and tied in plats prior
.c pouriro or concrete, except that vertical doweie For
masonry uail reinforcing may be "rloated" In place. E;c not
field bend bars Partially ambeddso in nardened concrete
--less specifically indicated or approved by the Engineer,
Reinforcing steel, Includfrig hooks and bends, shall be
detailed in accordance with AC: 3 Ail reinforcing steel
indicated as being continuous (Cont.) shall be lapped with
a T�ps 2 sp�tics unless noted otherwise.
a, Unless rioted otherwise, the Following minimum concrete
cover &hali be provided For reinforcement:
A. Concrete exposed to earth or weather:
•6 throuen 0 18 bare 2"
0 5 bar, U.13 D3! wire smaller - 1 1/2'
B. Concrete not exposed to earth or weather.
Walls, elevated slabs 4 Joists!
Bea" and columns 1 1/2'
F-oundatior concrete See Foundation Notes.
1 21, Bar Supports ano incidirip care si be provided For all
- sirifc , sir,c st eel to insure m!ri(iium corcests cover, Bar
supports pperts shail be p:astis tipped or sta:nisss steel.
0. �,mlsse noted otinerwies all one way Slabs shall be
re inforced as Follows:
BoBottom reinforcirc 04 (Between Supports)
Too Rs-r)I`orci-,2 •4 * 12" c,c k'Csimtsrsd on 5uopo-ts,'
smo. Re'mrarcing •4 G 18 o.c, 'Transverses Bottom)
H. unless noted otherwise, a.l concrete walls ('other than
retalrilre wails) Shall be reinforced as Follows:
Wall - f sKrs5e Horizontal Vertical Locatior
4 - 6" •4 6 iro" o.c, •4 0 18" o.c_ Centered
8` 0 4 6 12` c.c. •4 * '8" c. c, Centered
0 4 6 18" 0,c, 0 4 0 1 8` o,c Eacl Face
0 4 6 lie;' o,c, •4 6 15' o, c.
Each race
I Al, edges of permanent exposec --orcrate Surfaces
ainall be chamfered 314` �-less otherwise noted.
13, in order to avoid concrete shrinkaos cracking, place
concrete slabs in an alternating lane r,cattern. The maximum
meth of slab cast in any one continuous ' pour Snail be
limited to 80 Feet,
14, Formwork shall remain in place until concrete has obtairlso
at least 30% of its 28 day compressive strengt
Contractor shali prov'cls ai shor;rg and reehorim(p.
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1, Al suctri.4al steel shall conform to the latest edition of the
O
"'laruai or Steel Construction" of the A15C,
2. jrfle55 noted otherwise, all materials shall be In conformance
with the Following ASTM spsciFtcations:
LL 1114
W
i EMBER ASTM MIN. STRENGT1 UJ
Structural Tubing A500 Grads B 46 <sl
Steel pipe A53 (Type E or Grace 5) 35 i
Other Roliso ainapes,
and Plates .436 36 Ksi
Connection Bolts 4325 e^_ K51
Anchor Bolts 430
Threaded Roos A36 36 k5
-
Non - Shrink Grout � -, I a, ,
800C psi
3, MWmum t::icit diameter shall be 3/4" unless rioted othersl5s.
Al: bolts sha 1 be 5nearlosaring type bolts and be 5nuoent.
4, All welding srall be in accorc:Jamcs with ALJS Z)I.I using E�OXX
slectrooss. ,.mesa rioted otherwise, prov:de cort. r7n.
Sized Fillet wsids per Ai5C requirements. Ail r';Iler �iatsr�al
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Shall have a minimum, yield strength or 58 k5f,
5, Where "Continuous Chord" amples are indicated, p
a continuous butt weld or full penetration weld at the Splice
connection detail For approval.
6, Moment comnectlons are demoted thus on the
plan, see typicai details, lu
- 1, Where steel beam eare across building expansion joints
or at wall control joints, provide a "S!fp" connection as Show
in the typical details.
0, Holes in steel shall be drilled or punched, All Slotted
holes Shall i::Ia provided with Smooth edges. Burning or
holes and torch cutting at the site Is not permitted,
S. Unless otherwise rioted, all structural steel permanently
exposed to view shall be whop painted with one coat of
SSPC 1E-68, Type I (Rod Oxide) paint.
1C. The structural steel erector shall provide all temporary
guying and bracing.
1. Columns, anchor bolts, bass plates, etc, have been designed
For tl loading encountered during steel erection and
comat Aro� frivestloation of the columns, anchor bolts,
base plates etc. Is the sole rs6pbmsbfllty of the contractor.
12. Steel Fabricators Shall be an A15C certified shop For
Category I steel structures and maintain detailed quality
control ' pirocedures as required to satisfy the special
rsoection requirements or the 2003 International Bufldlno
Code.
•3, Provide guts with a slight downward )PoLj." at midspan.
4. 'Unless otherwise noted, all structura: steel vermamsmtly
exposed to this weather, Including all brick Shelf angles
Shall be hot-dipped galvanized in accordance with A5 4153.
15, Protective coatings damaged during the transporting,
erecting and Field welding processes Shall be repaired
Ir the Field to match the Shop applied coat'mg_ Z
16. The contractor s4oiali hire an independent ,.eating adsmcV 40�
t o provide special inspections of bolting, welding and
other items In accordance with 2003 international Building
Code, Z
Provide angle Frames at all roof openings and msclnanicai
roof top units psr typical details, %5
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