HomeMy WebLinkAbout2010-06-CONSTRUCTION DRAWINGS-LC-DECHLORINATION PROJECT CONSTRUCTION S
LYMAN CREEK FOR
PROJECT AREA �f J� J� SIJ RING
(DETAIL AT RIGHT) CITY OF B OZElV AN � �{� TEM
LYMAN CREEK ATE SYSTEM
QDECHLORINATION PROJECT
BRIDGER CREEK b
DIVE BOZEMAN, MONTANA
..M s JUNE 2010 � �" � .
MA (PERMIT SET)
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sh
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VICINITY MAP
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INDEX TO SHEETS
� r a.. s =, �sa `m, T''Yv �.* a ue&� .�,-.�^ � � "�`"" `r ✓SHEET GENERAL -t y: ;
1 G-1 COVER SHEETac„ a -ram
., ,� "y_� t .;� s✓ � �„" Y �„ :,, / � af+«�'�` L ,. ._ s;. ^_n}
ITS IVI
�., `n ;: -�• Z t T s- r T .' y„- t ra v A '
2 C-1 SITE IMPROVEMENTS PLAN € e.
s�3 C-2 SITE IMPROVEMENTS DETAILS �,.,
a
AR HIT T A �%..:
4 A-1 BUILDING DEMOLITION PLAN ' -„. � " ""'�""�,•,
5 A-2 BUILDING DETAILS �
6 A-3 BUILDING SECTIONS
STRUCTURAL �:, .�' '"-„"«^rW
7 5-0 GENERAL NOTES �. �.' .,, �'`.,,," e G.,., •` ti 'r, - r� '
UN }f1 a
8 S-1 FOUNDATION AND ROOF PLAN � a '"� > T-�, s •,
9 5-2 FOUNDATION DETAILS ;.sr' f x
10 S-3 ROOF DETAILS . a
RAM
a
ACCES r Mxa IR
2
(TO
MILL? RtJG £I-fidER } '
p014t OL 1(Nt���!$.�W� i r SOD GRAPHIC sc zso soD
nIN FEET
)
VERIFY SCALEI REVISIONS V.
THESE PRINTS MAY BE NO. DESCRIPTION DATE BY `,,��N q�rly, DRAWN BY: ELB PROJECT NUMBER
REDUCED,NNE BELOW ogy .W. _ 9 CHK D.BY: JRN 0417.055
MEASURES ONE INCH ON —= 2880 Technol CITY OF BOZEMAN
ORIGINAL DRAWING. MORRIS®N E°9�OeBf$ Bozeman,MT 59778 '� LYMAN CREEK WATER SYSTEM-DECHLORINATION PROJECT SHEET NUMBER
survey— - Es JRN BOZEMAN
�— M�I�RT INC pf-nsl: o.906SON w MONTANA
L/ Planners Phone:(406)587-0727 %� No.90fi3 PE Z DATE: 212009 DRAWING NUMBER
MODIFY SCALE ACCORDINGLY! } Fax:(406)922-6702 yr��F RE STEftE'O �j a' G.A.REVIEW COVER SHEET
An l-nrp/nyc�•-Onncd Compare• c/ BY: MGH �-1
N:10417\OSSV�CAD\SheetsiDechlorination Project\G-1.tlwg Plottetl by rob lemke on Jun/2512070 4 NA 1
CGPVRIGM_MORRISONMAIERLE.IlK..}O10 DATE: 5/2009
!
: �. /. '-, •` / -._.. .._.. .. ._...._ ._. ..-.-� ,.` .. /i ��``.,. STORAGE
RESERVOIR
,
v ,
/. - .... .. ... EXISTING RESERVOIR
EXISTING 1 ,
"�D ENTRANCE VESTIBULE
OVERFLOW
XISTfNG 8' HOPE /...E ,
RES€RVO(R--11NER °
- EXIST.(NG 16 Di
f]RAIN /
`
/ ! / ! i i-.•`.,....,, ,-'' .-- -, ,. ,. ,_.._._,.. _ `,. .. ..... ........ � `RESERVO R\FE€p
� L1NE`� /-
,
ENCE` F
,
,
'
- - EXISTING CONDUIT
EXISTING B" HOPE/!
JUNCTION BOX
RESERVOIR DRAIN
/ x
t
/
,
;
DROP INLET M
"--TqP OF RISER=90.60
! i 1 _
.._..._._. ..
r /, 0EXISTING,....T. LET FEEDER
.... ROL
CONDUIT FOR TANK'.
SEE-DETAIL
LEVEL
E
, r. (SEE NOTE 1) /R
\
i
,20 LF�15�"-CMPPATH __._..
(SEA NOTE
WASTE AREA `...,.... ,�' "\\ / \DRA
! .-- - `� f EXISTING WA
- -.... ...
EXCESS-EXCAVATED
i )
- - MATERIAL. STRIP ANl? :• :- ,- �', � , ; \; : 4 � ,/ .�, ...
,
STOCKBIt£TOPSOIL BEFORE ,.' � % % - -. -• \ � - � - . - ,.
,PLACING NATIYE'SUBSOILS
-' CONTOURS`INDICATE FIL .._., '-
r o
( L 'SLOPi � DRAIN lE od : 1 .•1 :' f i
VOLUME OF 220-C.Y. / / /
.. ) (9:5% MIN.) X
1:
/
EXIST
I CONTROL BUILDING
Be,,
- !
- SEPTIC TANK \
i
/
91 ,.
G:
91 \
l
LISH
i
i ..... 1.9 DENOCRETE STIA RIWELL )EXISTING \Npp
g rCONTROL i€
/ ./ / � / -•' . " -=' l. ,`- .....- . r .. .� -• ,, :, ;.�-.. i �:'�'- - - ,EXISTING
„SHEET
/. ; 69 50 ,p;� INLET CONTROL
/ EXISTING OUTLET /`.: -.;':6 *. �':.. i O („,,.
E
-R9 BUILDING
CONTROL BUILDING
DRAIN' , , - .69.70? Tj Pp n
ol, y � ,
s oo T
LEGEND
16
GRAVEL DRIVING SURFACE
(SEE NOTE 3)
/f
- � EXISTING
SAMPLE CONCRETE SLAB
E
ad, i RETURN LINE ! -
! EXITING 6 NOTES:
'EXISTING OUTLET rHDPE;CONDIHT 1.ALL SITE WORK SHALL BE COMPLETED IN ACCORDANCE WITH MONTANA
CONTROL 9UILDINC PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS), SIXTH EDITION, AND
CITY OF BOZEMAN MODIFICATIONS TO MPWSS, FIFTH EDITION.
SURVEY
M INFORMATION ARE AVAILABLE
,� ETE;MET
—
2.THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION STAKING.
.,E-X�STING / .CONGR �IN1NG WFyLL CONTROL POINTS AND PROJECT DATUM
_ OST-FREE �' '!' !SEES DETAILL,t_ THROUGH MORRISON MAIERLE, INC.
LL�� �� 3.GRAVEL SECTION FOR DRIVING SURFACES (COMPACTION BASED ON
HY _
EXISTING WATER T 99):
7. MAIN T TY, /// / -NATIVE SUBGRADE COMPACTED TO 95% RELATIVE COMPACTION
/ 6T INCHES OF 1%'-MINUS TYPE A CRUSHED BASE COURSE
DRANT /$1
.. CREE
D TO 98% RELATIVE COMPACTION.
.. .. , _.. ....-.. I US
STOOP
AI
EXISTING / 4 ANDFOO COMPACTED
OFPATH ATABBET FEEDER. PLACE 2 AND
N HDEPT ALL ABUT OF 11<i"FRONT
' FENCE - / TYPE A CRUSHED BASE COURSE.
N
/ E
r _ _
�_� - "" --"' •�' S.EXISTING OVERHEAD AND BURIED UTILITIES ON THIS DRAWING ARE
APPROXIMATE, AND SHALL BE VERIFIED AND MARKED UNDER THE
DIRECTION OF THE CONTRACTOR PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO
GRAPHIC SCALE EXISTING UTILITIES, AND SHALL REPAIR ANY FACILITIES DAMAGED DURING
10 0 5 10 PERFORMANCE OF THE WORK.
6.STRIP AND STOCKPILE TOPSOIL FOR REPLACEMENT AFTER SITE
( IN FEET) EXCAVATION AND GRADING IS COMPLETED. OUTSIDE OF GRAVEL DRIVING
SURFACES, SPREAD TOPSOIL OVER ALL DISTURBED AREAS AND SEED
t inch to n. WITH NATIVE GRASS SEED (SEED MIX AS DIRECTED BY THE ENGINEER).
7.CONTRACTOR SHALL SUBMIT AN EROSION CONTROL PLAN TO THE
ENGINEER. PLAN APPROVAL IS REQUIRED BEFORE STARTING WORK.
VERIFY SCALEI REVISIONS �t1�Aa,) DRAWN BY: ELB PROJECT NUMBER
THESE PRINTS MAYBE NO. DESCRIPTION DATE BY .(\y IA\TI _ IIrrI CITY OF BOZEMAN 0417.055
REDUCED.LINE BELOW A
®RRI0.J®l d 28Boz10 a an,MT 5971 W. i,APK'D BY: JRNMEASURES ONE INCH ON ( Y e^er^ee�sBozeman,MT Blvd. LYMAN CREEK WATER SYSTEM-DECHLORINATION PROJECT SHEET NUMBER
0RI GINALDRAWING I "g'ny" JRN BOZEMAN MONTANA 2
W, DATE: 7/2009 DRAWING NUMBER
MAIERLE INC. Planners Phone(406)587-0721 E dQ=
MODIFY SCALE ACCORDINGLY! 9 Fax:(406)922-670 1, � Cia Q.A.REVIEW SITE IMPROVEMENTS PLAN
An Fmployec-Owned Company I1/ E 5 F-�`V BY: MGH C—I
N:\0417\055\ACAD\Sheets\Dechlorinalion Project\C-i.dwg Plotted by mike hickman on Jul/l/2010 c YRICNT MORaIsoN.MAIEPLE,wc..mro rIy�NAL�,,.�� DATE'. 7/2009
18"x36" ACCESS HATCH
TABLET FEEDER (SEE NOTE 3)
(SEE NOTE 1) TOP OF RISER
1'-9" HIGH RECTANGULAR —/ EL=92.60t NOTES:
/ 1.TABLET FEEDER SHALL BE BIO-DYNAMIC MODEL ITR
CONCRETE RISER, ///���BACKFILL DEPTH 4000-S TABLET FEEDER, AS MANUFACTURED BY
�8" a 18"x36" INSIDE DIMENSION z PER PLAN (VARIES) NORWECO (WWW.NORWECO.COM, 419-668-4471),
g MEETING THE FOLLOWING REQUIREMENTS:
l i 14-0 \\ \� . -INCLUDE PE INVERT TO ASSEMBLY
Of RISER = 7'-0'
WALL I TO 8" PIPE OUTFALL U
FACINGS -INCLUDE BAFFLE ADJUSTMENT TOOL
I 4" MIN. INCLUDE SLUICE ADJUSTMENT TOOL, AND ATTACH TO
SLUICE CONTROL NUT DURING INSTALLATION
-INCLUDE FOUR (4) 48-LB PAILS OF BIO-MAX
4'-8" `��� �j TABLETS FOR DECHLORINATION
PROVIDE THICKENED 2.INSTALL TABLET FEEDER PER MANUFACTURER'S
" DROP F.F. ELEV / �`. -' �'" RECOMMENDATIONS.
EDGE ON 3 SIDES - 35 j 4- ACCESS HATCH SHALLSERIES FIR BOLT-ON ACCESS
(ALL BUT BLDG. SIDE) 29: FROM F.F. - 90' //���� \�/ / �\ 3 DOOR AS MANUFACTURED BY HALLIDAY PRODUCTS
o (WWW HALLIDAYPRODUCTS.COM, 800 298 1027) AND
m� • •'':,_ - - a _ - 1 �� 4" MIN. DEPTH SUPPLIED 5 87), MEETING
PRECAST & SUPPLY, INC.
jL I„1 t"
GRAVEL (406-58b-5087), MEETING THE FOLLOWING
REQUIREMENTS:
-- -- ——————— —18' X 36" CLEAR OPENING SIZE
I 9" THICKENED EDGE \` —LONG (36") SIDE OF HATCH SHALL BE HINGED;
INSTALL WITH HINGE ON NORTHWEST EDGE, AWAY
(BEYOND) �� �\ FROM THE FOOT PATH CUT & CONNECT
FOUNDATION 4.INSTALL ACCESS HATCH ON CONCRETE RISER PER HATCH
NOTE: WALL �. �� HD EXISTING 8"
USE M-4000 CONCRETE PER MPWSS. PLACE CONCRETE I REMOVE, CUT & RECONNECT \ HDPE DRAIN LINE MANUFACTURER'S RECOMMENDATIONS. CENTER RISER
AIN
ON 6" MIN. DEPTH OF 1.5"—MINUS CRUSHED BASE I �'� 1--- LINEETO EXISTING
PIPEPOUTDFALL /�\ / :\% AND HATCH OVER TABLET FEEDER.
COURSE OVER COMPACTED SUBGRADE. LOCATION & INVERT ELEVATION � "\/� �.`/ S.TABLET FEEDER SHALL BE CONNECTED TO 6—INCH
g• SCHEDULE 40 PVC USING FERNCO FLEXIBLE BAND
FLOW I — _FLOW COUPLERS. ADDITIONAL FERNCO COUPLERS AND PVC
II PIPE MAY BE USED TO TRANSITION FROM HDPE TO PVC
II AT CUT END OF 8—INCH PIPE.
(T1 CONCRETE STOOP
C-1 SCALE: NTS =,r �- •'-'• �+-,'�r 6"x8" REDUCER
6" PIPE (OUTLET) 4" MIN, DEPTH 6" PIPE (INLET)
GRAVEL FERNCO FLEXIBLE BAND
COUPLER (TABLET FEEDER
STUB IS SCH. 40 PVC)
TABLET FEEDER
C-1 SCALE:
TOP OF RISER
(BEYOND)=92.60
4892 I I
I I TOP OF RISER
NOTE: I ; II ELEV=90.60 --
PIPE MAY BE CONCRETE I
CMP OR HOPE PER MPWSS. I _
I FOOT PATH
4890
12" MINUS RIPRAP
�. 12" MIN. DEPTH, 3' MIN.
/ ALL AROUND STORM
/ DRAIN INLET (RE-USE EXISTING ROCK)
4888 / I.E.=87.40
._..._...._.........__......_................._..._.._...__.................._._....._.......................................__..._.........._...._._...._.
20 LF PIPE AT 12.007
/ -
4886 n :..L.,,, ._.
36" DIA. STORM DRAIN INLET
.t. PER CITY OF BOZEMAN STD.
0.5%MLN. .,,__�-.; -I DRAWING NO. 02720-1
-_j N( TOP SLAB OR COVER)
iy
12" MINUS RIPRAP,
12" MIN. DEPTH TO
4884........... ._`t - i .. ............_.... TOP Of PIPE ELEV......._.... ..._......_..... ._....._...._... ......_....... ....._ . __........... ...._.......... ........_.. ..... _...__......... ........ .._..._.............. ...__....... ..__.... ........ _.. ...._..._......._.. .
A7'OUTFACE
�A`� STORM DRAIN PIPE PROFILE
C-1 SCALE: 3 4' = 1 0
CONTINUE RIPRAP 8' MIN.,
TO MATCH EXISTING RIPRAP
AND CHANNEL BOTTOM
VERIFY SCALEI REVISIONS ',�'�""I) DRAWN BY: ELB PROJECT NUMBER
THESE PRINTS MAY BE NO, DESCRIPTION DATE BY =M ry I r,, CITY OF BOZEMAN 0417.055
REDUCED.LINE BELOW Tr 2880 Technology Blvd.W. _ , C 'D.BY: JRN
MEASURES ONE INCHON ®RR113®� Engineers Bozeman,MT 59718 1 LYMAN CREEK WATER SYSTEM-DECHLORINATION PROJECT SHEET NUMBER
ORIGINAL DRAWING. �H R `j Surveyors '� '�PPR.BY: JRN BOZEMAN MONTANA 3
' �(/'(A T Sc,enhsts HICK W' DATE: 712009
~--~ 1Y 11 IERLE INC. Planners Phone:1406)587-0721 'rr 64 PEA Z, DRAWING NUMBER
0// Q.A.REVIEW 2
MODIFY SCALE ACCORDINGLYi An Employee-O��ned Compnn Fax:(ass)szz-6702 '4 ee{1sI° SITE IMPROVEMENTS DETAILS
y rrI 7 BY: MGH
N:\0417\OSSVICAO\Sheets\Dechlorination Project\C-2.dwg Plotted by mike hickman on Jul/1/2010 coPY 1—c MoawsoN-MAreRLE,INc.,mi. I`...?.,, DATE: 7/2009
APPROX. LINE APPROX. LINE
OF DEMO OF DEMO
DEMO ROOF ASSEMBLY —DEMO ROOF ASSEMBLY
OVERHANG TO EXTENTS
OVERHANG TO EXTENTS DEMO ROOF ASSEMBLY—
SHOWN SHOWN OVERHANG TO EXTENTS
SHOWN
.......... .............
DEMO GABLE END DEMO GABLE END
FINISH ASSEMBLY FINISH ASSEMBLY
DEMO AWNING DEMO AWNING DEMO AWNING
............. ...........
DEMO GABLE END
DEMO STEEL DEMO STEEL FINISH ASSEMBLY W' MESH
WIRE MESH RE
GUARDRAIL ---------- ------
GUARDRAIL DEMO SPLIT FACE
MASONRY TO 7�
.................
DEMO CONC, CAP DEMO CONC. CAP EXTENTS SHOWN
f
P
DEMO CONC, CAP
DEMO SPLIT FACE DEMO SPLIT FACE
MASONRY TO MASONRYpp TO
EXTENTS SHOWN ...... EXTENTS SHOWN
EXISTING DEMO SPLIT FACE
GRADE
-----------
MASONRY TO
EXTENTS SHOWN
DEMO STEEL,:y
EXISTING
& WIRE MESH
-- ---------- GRADE GUARDRAIL ------
DEMO FDN. GRADE
WALL & FTG.
TO EXTENTS
T.O.F.E. E. �T SHOWN
—I--------------------_-------.--_!__._—_.
S J-2N6LEB ————————
DEMO FDN WALL
———————— L————————————————————————————————— L———————————-- 0 EXTENTS
——————————————————— .......
DEMO 11N: SHOWN
WALL & FTC
T F E T.O.F.(E),
TO EXTENS ————————————————
SHOWN;
SOUTH ELEVATION DEMO NORTH ELEVATION DEMO Cc1 WEST ELEVATION DEMO
SCALE: NTS SCALE: NTS SCALE: NTS
DEMOLITION NOTES:
........... ............
1. CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEMOLITION MATERIALS AND WASTE SOILS AND DISPOSING
—------ FINISH---- Joe DEMO ROOF ASSEMBLY
THEM AT AN ACCEPTABLE OFF SITE LOCATION, DETERMINED BY THE CONTRACTOR.
OVERHANG TO EXTENTS
SHOWN 2. CLEAN EXCESS WASTE MATERIALS. FREE FROM CONSTRUCTION DEBRIS AND WASTE MATERIAL, MAY BE USED FOR
DEMO GABLE END BACKFILL AND SITE GRADING.
ASSEMBLY
3. STABILITY OF CONSTRUCTION EXCAVATION AND WORKER SAFETY ARE THE RESPONSIBILfTY OF THE CONTRACTOR
DEMO AWNING
4. THE CONTRACTOR IS RESPONSIBLE FOR ALL SHORING AND BRACING OF THE EXISTING STRUCTURE FOR SOIL, WIND,
EARTHQUAKE AND CONSTRUCTION LOADS UNTIL ALL FOUNDATIONS, FLOOR, ROOF, AND FOUNDATION WALLS HAVE BEEN
PERMANENTLY ATTACHED THERETO.
DEMO SPLIT FACE -- ---------
DEMO STEEL A--, T.O.SL.(E), 5. CONTRACTOR'S OPTION TO SALVAGE, CLEAN, AND PREP EXISTING CONCRETE WALL CAP AND RE—USE ENGINEER
MASONRY TO
& WIRE MESH 4990.35 OR ARCHITECT TO INSPECT MATERIAL FOR ACCEPTANCE PRIOR TO INSTALLTION.
EXTENTS SHOWN
GUARDRAIL
DEMO CONC. CAP DEMO CONC. CAP EXIST. DOOR
REMAIN
DEM,
MASONRY TO I ��T 0 F86E�
EXTENTS SHOWN
DEMO EXIST. DEMO FDN.
WALL & FTG.
CONC. STAIRS TO EXTENT,
SHOWN
EXIST. DOOR EXIST FTG. &
'WALL TO
TO REMAIN FDN.
2 4F REMAIN
49 �5
M
DE 0 EXISTING—/
......... LINE OF LINE OF
CONC. LANDING CONIC. DEMO
CONC. DEMO
_T,0,F&Ej B5
.............\__............................ ..................
(p� STAIR SECTION DEMO EXIST.
SCALE: NTS CONC. STAIRS
T.O.F.%
DEMO FDN./SLAB PLAN
A-1 SCALE: NTS
K,
VERIFY SCALEI REVISIONS DRAWN BY: RjL PROJECT NUMBER
NO, DESCRIPTION DATE BY LYMAN CREEK WATER SYSTEM-DECHLORINATION PROJECT 0417.055
THESE PRINTS�`(BE 2880 Technology BlId,W. CHK*D1 BY. NJM SHEET NUMBER
REDUCED,LINE BELOW L A7 MORRISON Engiree. Bozeman,MT 59718
MEASURES ONE INCH ON HATE J. APPR.BY: NJM BOZEMAN MONTANA 4
ORIGINAL DRAWING. ILA Surveyors
—yo's MEN EZ DAIF: 06/2010
Scientists
L"a a, Planners Phone:(406)5 E DRAWING NUMBER
MAIERLE INC. 87-0721 5 9 E
11 F(406)M22-6702 �QA.REVIEW BUILDING DEMOLITION PLAN
MODIFY SCALE ACCORDINGLY! An E piny-Od C.,rpany Ty JRN A-1
LIL417\055lACAD\Struct\Dwgs1A-l.dwg Plotted by mike hickman on Jul/l/2010 coPla—.--s—ElE INC, E 6/2010
if
I u I \ -
I 1
/ 1
A-3
SIM. A13 SUN ANGLE
/ DECEMBER 21ST
/ 10 AM — 13.6'
SEE SHEET A-3 / NOON 3 PM — 20.6'12.V
i I1 FOR DOOR DETAILS /
/ —
" n
I
1I' I u
x :#„'"E."�,.F`a #�`�.XW..�"S:t:.u,..,:,�•;y .,....n9.ta:�r�' .f'y>i:.s<:'.
r;
__ .. _ __ t,..
_________________ 4 0" x 7'-0" HOLLOW Id41 *4i
METAL DOOR W/ HOLLOW
6 METAL FRAME
(4" HEAD) — PAINT
FLOOR PLAN
SCALE: NITS '4`"k"
(-A1 BUILDING SECTION
SCALE: NITS
I \
2
A-3
I I
u I
I I
PROVIDE STONE COBBLES J-_—PROVIDE
SPLASH AREA BELOW
II II
4
I I i t A-3
it II
SLOPE 1
I 1:12 I 1
II II
A \
km-_:""
B PRE—FINISHED METALS \\
GUTTER — CAP WEST
END/SLOPE TO EAST 3
ROOF PLAN BUILDING SECTION A-3
— SCALE: NTS — SCALE: NITS
VERIFY SCALE! REVISIONS )) DRAWN BY RJL PROJECT NUMBER
NO. DESCRIPTION DATE BY r- _r''!1aN A�H ''"� 0417.055
THESE REDUCED NTS MELO 2880 Technology Blvd.W. CHWD BY: NJM LYMAN CREEK WATER SYSTEM-DECHLORINATION PROJECT
SURE LINE BELOW I r ",_ ®RRT�/��T Engineers Bozeman,MT 59718 ""i SHEETNUMBER
MEASURES ONE INCH ON ! j Oly NATE J. �.; APPR.BY:
ORIGINAL DRAWING. Sa ynrs M BOZEMAN MONTANA 5
Scientists ME NULL
l^ P W; 06/2010 DRAWING NUMBER
MERLE7 INC. Planners Phone:(406)587-0721
MODIFY SCALE ACCORDINGLY! Fax:(406)922-6702 =
An Ernployee-O�aned Compeny ys/ A g Y ?.REVIEW BUILDING DETAILS A_2
N:\0417\055\ACAD\Struct\Owgs\A-2.dwg Plotted by mike hickman on Jul/1/2010 corYRlcNr s uoawsoN-Meleue,iNc.,mia DA 6/2010
NEW ROOFING
ROOF/SAVE ASSEMB. PER DETAIL 1
METAL ROOFING (MATCH EXIST.) ON NEW ROOF FRAMING &
SELF—ADHERING UNDERLAYMENT ON DECKING, (SEE STRUCT.) REMOVE METAL ROOFING &
STRUCT. WO DECKING (SEE STRUCT.)
FLASHING TO NEAREST FULL PANEL
ON WOOD FRAMING (SEE STRUCT.) —T
WITH METAL SOFFIT SYSTEM ''1
ROOF
�•" 7 ', - ASSEMBLY, PER STRUCT. OUTRIGGER &
DETAIL 1 FRAMING SEE STRUCT.
C)2 f EXISTING DECKING I
x & STRUCTURE g
—METAL TRIM I EXISTING FRAMING
BEVELED SPACER MATCH EXISTING METAL FASCIA& _. & INSULATION
AS NEEDED MATCH EXISTING 3'-0" FLASHING TO MATCH -�
( ) EXISTING 1
METAL PANEL ASSEMBLY: METAL FLASHING ! "• I,.� FULL HEIGHT
CORRUGATED MTL. SIDING ON 15# FELT .\` BLOCKING
ON Y2" TREATED PLYWOOD SHEATHING ON NEW EXISTING METAL PANEL
2x TREATED FURRING W/ RIGID INSULATION ASSEMBLY, PER
ON B" CONCRETE WALL (SEE STRUCT.) R1XI
GN W DETAIL i `..\EISTING (2\ROOF EDGE @ ADDITION
LE: 1 1 2' = 1'-0" NOTE'
SCA
CONTRACTOR'S OPTION: SALVAGE AND A-2 / SEE TYPICAL WALL ASSEMBLY
RE—USE CONCRETE CAP. TRIM UNEXPOSED FOR COMMON NOTES
EDGE AS NEEDED. GROUT AS NEEDED BELOW
FLASHING FOR POSITIVE DRAINAGE
CMU VENEER-----
IV
ASSEMBLY, PER
2x TREATED, TYP. j DETAIL 1
CMU VENEER ASSEMBLY:
4" SPLIT—FACED CMU, 2" AIR SPACE CAVITY o= ! EXISTING CONC. WALL
2" RIGID INSULATION, 8" CONCRETE WALL 0 5
MATCH EXISTING (t1'-4") W/XPOLYURETHOAINE I NT �EAVE @ ROOF RAKE
SEALANT A-2 SCALE: 1 1/2" = 1'—C"
NEW CONC. STAB EXISTING SLAB
ON GRADE
GE
N RAL NOTE- _. ._...._.._...._ __. _
\Z
CONT..FLASHING W/ WEEPS ®.FLAS ..__ .._.... ...i
• ALL MATERIALS TO MATCH /24 ♦ --` ;; ® ® t'
EXISTING CONDITIONS " O.C. GROUT SOLID BELOW
�.
• ALL MATERIALS TO BE INSTALLED
._.'.__.. .. _.......r .... .......:_....
PER MANUFACTURER'S
RECOMMENDATIONS \ STEEL LEDGER,
SEE STRUCT. _)
• ALL FINISH MATERIALS TO ALIGN �'C �'_'
W/ EXISTING, ADJUST 2" RIGID ISULATION _�: -„� EXISTING FOOTING
DIMENSIONS ACCORDINGLY ` -( _..l .........� .. .......... .i.
` FLUID APPLIED DAMPPROOFING — AT ALL SURFACES
BELOW GRADE TO 8" BELOW FLOOR SLAB BOND BREAKER
TYP. NEW WALL ASSEMBLY [SLAB @ ADDITION
A-2 SCALE: 1 1/2" = 1'-0" A-2 SCALE: 1 1/2" = 1'-0"
j CMU VENEER
ASSEMBLY
SPECIAL SHAPE
CORNER BLOCK
`v HOLLOW METAL DOOR
W/ RUBBER SWEEP — Yz" EXPANSION JOINT
EXPANSION BOLT - GALV. 8x2x$'Is" STEEL PEMCO 315CN (OR SIM.) W/ POLYURETHANE
ANCHORS SEALANT `r CHANNEL W/ANCHOR SEALANT
BOLTS ® 12" O.C. (MATCH 1 EXTERIOR STOOP,
FULLY GROUT FRAME EXISTING) / SEE CIVIL
HOLLOW METAL DOOR HOLLOW METAL DOOR
& FRAME — PAINTED — & FRAME — PAINTED -
MATCH EXISTING
BLOCKOUT CONC. FOUNDATION
WALL FOR SLAB ® DOOR
DOOR JAMB DOOR HEADER DOOR THRESHOLD
A-2 SCALE: 1 1/2" = 1'-0" A-2 SCALE: 1 1/2" = 1'-0" A-2 SCALE: 1 1/2" = 1'-0"
VERIFY SCALE! REVISIONS I r DRAWN BY: RJL PROJECT NUMBER
NO. DESCRIPTION DATE By 0417.055
THESE PRINTS MAYBE ,(\y�f�)77�� 2660 Techool LYMAN CREEK WATER SYSTEM-DECHLORINATION PROJECT
REDUCED.LINE BELOW RRI Al iJ Ogy Blvd W CHK'D.BY: NJM
MEASURES ONE INCH ON Engineers g0ieman,MT 59718 h SHEET NUMBER
ORIGINAL DRAWING. Sunreyar5 NATE J p{'§ APPR BY: NJM BOZEMAN MONTANA 6
Soten6sis MENUEZ w,
Ail AIERLE INC. W; DAT O6/2010
Planners Phone: 406 587-0721 o t 3 PE DRAWING NUMBER
,vn F_nonla o��ned Corn Fax: 406 922-6702 �o �? A.REVIEW
MODIFY SCALE ACCORDINGLY! yec- pant, ( ) r(rlls` FIST L? : JRN BUILDING SECTIONS A 3
N:\0417\055\ACAD\Struct\Dwgs\A,-3.dwg Plotted by mike hickman on Jul/1/2010 cOI`R.Hr aMoRnso.MAIERLEnNC.,mio D 62010
GENERAL CONCRETE (CAST IN PLACE)
DESIGN CODES AND STANDARDS: 1. MINIMUM STRENGTH PROPERTIES FOR CAST-IN-PLACE CONCRETE SHALL COMPLY WITH THE FOLLOWING TABLE: STRUCTURAL ABBREVIA I IONS
1. 2009 INTERNATIONAL BUILDING CODE (IBC) CAST-IN PLACE ALL CONCRETE
CONCRETE
MINIMUM 28 DAY A - AT F,D. - FLOOR DRAIN (SEE ARCH.) P.A.F. - POWDER ACTUATED FASTENERS
2. ASCE 7-05 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES 4000 P51 ABUT. - ABUTMENT FDN. - FOUNDATION PCS. - PIECES
COMPRESSIVE STRENGTH A.B. - ANCHOR BOLT FIN. - FINISH PERP. - PERPENDICULAR
3. ACI 318-05 BUILDING CODE REQUIREMENTS FOR CONCRETE STRUCTURES A.C.I. - AMERICAN CONCRETE INSTITUTE FLG. - FLANGE PJF - PREMOLOED JOINT FILLER
2. ALL CONCRETE REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. REINFORCING BARS INDICATED ON THE A.F.F, - ABOVE FINISHED FLOOR FLR. - FLOOR PL. - PLATE
DESIGN LOADS: DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. A.LS.C. - AMERICAN INSTITUTE OF FTG. - FOOTING PLYWD - PLYWOOD
1, SNOW LOADS: GROUND SNOW LOAD, P9 = 42 PSF (REF. STATE OF MONTANA) STEEL CONSTRUCTION PSF - POUNDS PER SQ. FT
FLAT ROOF SNOW LOAD, Pf = 32 PSF 3. CLEARANCE FOR REINFORCEMENT BARS, UNLESS SHOWN OTHERWISE. SHALL BE: A.N.S.I. - AMERICAN NATIONAL STANDARDS GA. - GAUGE PSI - POUNDS PER SO. INCH
SNOW EXPOSURE FACTOR, CB = 1.0 (BASED ON EXPOSURE CATEGORY C) WHEN PLACED ON GROUND: 3" INTERIOR DRY SURFACES: INSTITUTE GALV. - GALVANIZED P.T. - PRESSURE TREATED
SNOW LOAD IMPORTANCE FACTOR, Is = 1.1 EXPOSED TO WATER, WEATHER, SLABS 3/4" ARCH. - ARCHITECTURAL GL. - GLUE LAMINATED
THERMAL FACTOR = 7.0 BACKFILL OR CONDENSATION: BEAMS 1-1/2" A.S.T.M- - AMERICAN SOCIETY OF TESTING G.L.B. - GLUE LAMINATED BEAM R. - RISER
AND MATERIALS
#5 BAR OR SMALLER 1 1/2" COLUMNS 1-1/2" - . - RADIUS
2. WIND LOADS: BASIC WIND SPEED (3-SECOND GUST) = 90 MPH 6 BAR OR LARGER 2" WALLS 1" A.W.S. - AMERICN WELDING SOCIETY D GR.R. - GROUND RGRADE RD. - ROUND
WIND IMPORTANCE FACTOR = 1.15 G.W. - GROUND WATER REBAR - RENFOREMENT BAR
WIND EXPOSURE = C 4. ALL BENDS, UNLESS OTHERWISE SHOWN, SHALL BE A 90 DEGREE STANDARD HOOK AS DEFINED IN THE LATEST B.B. - BACK TO BACK REO'D - REINFORCING
EDITION OF ACI 318. DETAIL ALL REINFORCEMENT IN ACCORDANCE WITH ACI 315. BLDG. - BUILDING H.A.S. - HEADED ANCHOR STUD RM. - REQUIRED
3. SEISMIC LOADS: SEISMIC DESIGN CATEGORY = D BLKG. - BLOCKING H - HEADER RT. - ROOM
SEISMIC USE GROUP = 111 5. ALL REINFORCEMENT LAPS, UNLESS OTHERWISE NOTED, SHALL BE AS FOLLOWS: BM. - BEAM H.C.M.,C. - HOLLOW CLAY MASONRY RT. - RIGHT
SPECTRAL RESPONSE COEFFICIENTS, S-DS = 0.630, S-D1 = 0.310 BOG. - BOTTOM HK. - HOOK
- SITE CLASS = D DETAIL OF REINFORCEMENT - LAP LENGTHS" BRG. - BEARING HORIZ. - HORIZONTAL S. - SOUTH
ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE BRKT. - BRACKET HT. - HEIGHT SCHED. - SCHEDULE
BASIC SEISMIC-FORCE-RESISTING SYSTEM: SPECIAL REINFORCED CONCRETE SHEARWALLS BSMT. - BASEMENT S.F. - SQUARE FEET
BAR SIZE #3 #4 #5 #6 #7 #8 #9 #10 #11 BETW, - BETWEEN LB.C. - INTERNATIONAL BUILDING CODE SFC. - SURFACE
B.U. - BUILT-UP LC.B.O. - INTERNATIONAL CONFERENCE S.G,T, - STRUCTURAL GLAZED TILE
CONC. DESIGN OF BUILDING OFFICIALS SHT. - SHEET
MISCELLANEOUS STRENGTH 4000 PSI C/C - CENTER TO CENTER 1.D. - INSIDE DIAMETER SHT'G. - SHEATHING
1. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH SITE CIVIL, ARCHITECTURAL, MECHANICAL, TOP BAR" 1'-7" 2'-1"2'-7"3'-1" 4'-6" 4'-0"5'-10 6'-7" T-3" CU.FT. - CUBIC FEET I.F. - INSIDE FACE S.I. - SQUARE INCHES
AND ELECTRICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER - SIMILAR
OF ANY DISCREPANCIES PRIOR TO BIDDING AND CONSTRUCTION. GR 60 C.I. - CAST IRON INSUL - INSULATED SIM.
C-1-P - CAST IN PLACE INT. - INTERIOR S.I.P. - STRUCTURAL INSULATED PANEL
C.I.P. - CAST IRON PIPE INV. - INVERT S,L.V. - SHORT LEG VERTICAL
2. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT TOP BARS SHALL BE DEFINED AS ANY HORIZONTAL BARS PLACED SUCH THAT MORE THAN 12" OF FRESH CONCRETE IS CC' - CONCRETE CONTROL JOINT SPA. - SPACES
SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CAST IN THE MEMBER BELOW THE BAR, IN ANY SINGLE POUR. HORIZONTAL WALL BARS ARE CONSIDERED TOP BARS. CEJ - CONCRETE EXPANSION JOINT JT. - JOINT SPECS. - SPECIFICATIONS
CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER. GRJ - CONCRETE CONSTRUCTION JOINT JST. - JOIST SQ, - SQUARE
" • INCREASE LAP LENGTHS SHOWN ABOVE AS SHOWN IN THE DRAWINGS OR AS DIRECTED BY THE ENGINEER WHERE BARS CIJ - CONCRETE ISOLATION JOINT SST - STAINLESS STEEL
3. BLOCKOUTS, CONDUIT, PIPE SLEEVES, EMBEDDED ITEMS, ETC. TO BE EMBEDDED IN CONCRETE AND ARE SPACED CLOSER THAN 6" O.C. OR WHERE EDGE OF BAR MEASURED IN DIRECTION OF SPACING IS LESS THAN CH.FL.PL. - CHECKERED FLOOR PLATE KIP - 1000 POUNDS SHT. - SHEET
MASONRY, AS WELL AS OPENINGS IN STRUCTURE FOR MECHANICAL AND ELECTRICAL INSTALLATIONS. _ 3" FROM FACE OF MEMBER, C.L. - CENTER LINE STIFF. - STIFFENER
STRUCTURAL DRAWINGS SHOW THIS INFORMATION FOR COORDINATION PURPOSES ONLY. CLG. - CEILING LAM. - LAMINATED STIRR, - STIRRUP
6. TOLERANCES IN PLACING REINFORCEMENT SHALL BE: CLR, - CLEAR LBS. - POUND STL. - STEEL
4. STRUCTURAL DESIGN ITEMS REQUIRING DEFERRED SUBMITTALS INCLUDE: +/- 3/8 IN. FOR MEMBERS WITH D LESS THAN 8 IN. C.M.P. - CORRUGATED METAL PIPE L.L.V. - LONG LEG VERTICAL STIR. - STRAIGHT
a) STRUCTURAL INSULATED PANELS +/- 1/2 IN. FOR MEMBERS WITH D GREATER THAN 8 IN. C.M.U. - CONCRETE MASONRY UNIT L.L.H. - LONG LEG HORIZONTAL S.Y. - SQUARE YARD
WHERE 0 IS THE DISTANCE FROM THE FACE OF CONCRETE TO THE CENTER OF THE REINFORCING. COL. - COLUMN LT. - LEFT SYM. - SYMMETRICAL
5. SUBMIT DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS TO THE ARCHITECT/ENGINEER FOR REVIEW. WHEN CONC. - CONCRETE L.V.L. - LAMINATED VENEER LUMBER
REQUESTED BY THE BUILDING OFFICIAL, UPON REVIEW AND NOTATION INDICATING THAT THE DEFERRED 7. METAL CLIPS OR SUPPORTS SHALL NOT BE PLACED IN CONTACT WITH THE FORMS OR THE SUBGRADE. CONCRETE CONN. - CONNECTION T. - TREAD OR TON
SUBMITTAL ITEMS ARE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING, THE ARCHITECT/ BLOCKS OR DOBBIES SUPPORTING BARS ON SUBGRADE SHALL BE IN SUFFICIENT NUMBERS TO SUPPORT THE BARS CONSTR. - CONSTRUCTION M.B. - MACHINE BOLT T&B - TOP AND BOTTOM
ENGINEER WILL FORWARD THE DEFERRED SUBMITTAL DOCUMENTS TO THE BUILDING OFFICIAL. DO NOT WITHOUT SETTLEMENT, BUT IN NO CASE SHALL SUCH SUPPORT BE CONTINUOUS. CONT. - CONTINUOUS OR CONTINUED MATL. - MATERIAL THD - THREAD
INSTALL DEFERRED SUBMITTAL ITEMS UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN CONTR. - CONTRACTOR MAX. - MAXIMUM THK - THICK
APPROVED BY THE BUILDING OFFICIAL. 8. DOWELS SHALL BE THE LENGTH INDICATED. DOWELS SHALL BE WIRED IN POSITION PRIOR TO POURING CONCRETE. COORD. - COORDINATE MFD. - MANUFACTURED TJI - TRUSS JOIST
CTSK - COUNTERSINK MFR. - MANUFACTURER TMBR. - TIMBER
6. THE STRUCTURE SHALL BE ADEQUATELY BRACED FOR SOIL, WIND, EARTHQUAKE AND CONSTRUCTION 9. AT ALL FTG. AND FDN. WALL CORNERS, CORNER BARS SHALL BE PROVIDED TO MATCH THE HORIZONTAL BARS, SEE CTR. - CENTER MECH. - MECHANICAL T.O.C. - TOP OF CONCRETE
LOADS UNTIL ALL FLOOR, ROOF, AND WALL UNITS HAVE BEEN PERMANENTLY ATTACHED THERETO. FOUNDATION DETAILS CTRD. - CENTERED MIN. - MINIMUM T.O.D. - TOP OF DECK/SHEATHING
C.Y. - CUBIC YARD MK. - MARK T.O.F. - TOP OF FOOTING
10. WHERE REQUIRED TO ALLOW PASSAGE OF ACCESS DOORS, MECHANICAL PIPING OR OTHER OPENINGS IN WALLS, SLABS, M.O. - MASONRY OPENING T.O.S. - TOP OF STEEL
REQUIRED SPECIAL INSPECTIONS AND TESTING OR FOOTINGS, PROVIDE OPENINGS IN FOUNDATION PER FOUNDATION DETAILS. D.I. - DUCTILE IRON MTO. - MOUNTED T.O.SL. - TOP OF SLAB
1. IN ADDITION TO REGULAR INSPECTIONS, THE FOLLOWING ITEMS WILL ALSO REQUIRE SPECIAL DIA. - DIAMETER MTL - METAL T.O.W. - TOP OF WALL
INSPECTIONS AND TESTING IN ACCORDANCE WITH SECTION 1704, 1707, AND 1708 OF THE 11. PROVIDE PROPER CURING OF CONCRETE SLABS ON GRADE TO PREVENT CRACKING DUE TO MOISTURE LOSS AND SHRINKAGE. DIAG. - DIAGONAL 7YP, - TYPICAL
2006 INTERNATIONAL BUILDING CODE. CURING IN ACCORDANCE WITH THE SPECIFICATIONS. SUBMIT PROPOSED CURING METHODS FOR DIM. - DIMENSION N. - NORTH
O) APPROVAL SEVEN DAYS PRIOR TO PLACING SLABS, DWG. - DRAWING N,LC. - NOT IN CONTRACT U.B.C. - UNIFORM BUILDING CODE
SPECIAL INSPECTIONS 1704:
( ) DET. - DETAIL NOM. - NOMINAL U.N.O. - UNLESS NOTED OTHERWISE
- INSPECTION OF FABRICATORS (1704.2) DWL - DOWEL NO. - NUMBER
- CONCRETE CONSTRUCTION (1704.4) WOOD FRAMING D.O. - DOOR OPENING N.T.S. - NOT TO SCALE VERT. - VERTICAL
- MASONRY CONSTRUCTION (1704.5)- SOILS (1704.7) SAWN LUMBER E. - EAST O.C. - ON CENTER W - WEST
- SPECIAL CASES (1704.13) EA. - EACH O.D. - OUTSIDE DIAMETER W/ - WITH
1. ALL LUMBER SHALL BE GRADED AND MARKED ACCORDING TO THE WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) E.F. - EACH FACE O.F. - OUTSIDE FACE W/0 - WITHOUT
b) STRUCTURAL TESTING FOR SEISMIC RESISTANCE (1708): GRADING RULES. ELEV. - ELEVATION OPNG - OPENING WD - WOOD
EXC. - EXCAVATION OPP. - OPPOSITE - WROUGHT IRON
- MASONRY (1708.1) W.
- MECHANICAL AND ELECTRICAL EQUIPMENT 1708.5 2. UNLESS OTHERWISE SPECIFIED,B ALL FRAMING LUMBER SHALL, STUD
GRAS FIR-LARCH,BET No. 2 OR BETTER, 545. EXIST. - EXISTING O.W.J. - OPEN WEB JOIST W - WORKING POINT
( ) SILL PLATE MATERIAL SHALL BE PRESSURE TREATED HEM-FIR, STUD GRADE (OR BETTER), 545. EXP. - EXPANSION WT. - WEIGHT
TEXT - EXTERIOR WW,F - WELDED WIRE FABRIC
2 INSPECTIOTHE N AND TESTING O OR ITS RIZREQURED STRUCTURAL ED AGENT SHALL LTEMSY A QINA ACCORDANCE WITHWTH THE STATEMENTFIED TESTING AGENCY TO S OF ROOF SHEATHING EW. - EACH WAY
SPECIAL INSPECTIONS PREPARED BY THE STRUCTURAL ENGINEER OF RECORD. 1. ALL SHEATHING SHALL BE APA RATED, EXPOSURE 1, WITH THICKNESS & SPAN RATING AS INDICATED ON THE PLANS
3. IN ACCORDANCE WITH SECTION 1706.1 OF THE IBC, THE CONTRACTOR IS REQUIRED TO ACKNOWLEDGE & DETAILS. NAILING FOR ROOF & SHEARWALL SHEATHING SHALL BE AS INDICATED ON THE PLANS & DETAILS.
THEIR AWARENESS OF AND THEIR PLANS FOR OBTAINING CONFORMANCE WITHIN THEIR OWN 2. PLACE ROOF SHEATHING WITH THE FACE GRAIN PERPENDICULAR TO SUPPORTS AND STAGGER 48-INCHES.
ORGANIZATION TO THE STATEMENT OF SPECIAL INSPECTIONS. A FORM OUTLINING THE CONTRACTOR'S
RESPONSIBILITIES WILL BE PROVIDED BY THE STRUCTURAL ENGINEER OF RECORD FOR THE 3. PROVIDE EDGE BLOCKING FOR ROOF SHEATHING WHERE INDICATED ON THE PLANS.
CONTRACTOR'S USE IN MEETING THE REQUIREMENTS OF LBC SECTION 1706.1,
EARTHWORK: CONNECTIONS
1. ALL NAILS SHALL BE "COMMON" NAILS UNLESS INDICATED OTHERWISE. USE OF SMALLER DIAMETER "BOX" OR "SINKERS"
1 ALLOWABLE SOIL BEARING CAPACITY, DETERMINED FROM IBC TABLE 1804.2, FOR FOOTINGS SUPPORTED ON NAILS FREQUENTLY USED IN NAIL GUNS REQUIRES USE OF A LARGER PENNY WEIGHT TO PROVIDE EQUIVALENT LOAD
COMPACTED STRUCTURAL FILL PLACED ON NATIVE CLAYEY SILTY SANDY SOILS IS 2000 PSF. CARRYING CAPACITY (EXAMPLE: 8d "COMMON" DIA. = 10d "BOX" DIA.).
2. STABILITY OF CONSTRUCTION EXCAVATION AND WORKER SAFETY ARE THE RESPONSIBILITY OF THE CONTRACTOR. 2. CONNECTION HARDWARE SHALL BE THE SIMPSON TYPE INDICATED, OR APPROVED EQUAL. FILL ALL HOLES IN CONNECTION
W/THE TYPE, SIZE, & NUMBER OF BOLTS/NAILS RECOMMENDED BY THE MANUFACTURER. FINISH FOR EXPOSED
3. GROUNDWATER MAY BE PRESENT DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND CONNECTION HARDWARE SHALL BE EPDXY-BASED CORROSION RESISTANT PAINT W/ COLOR AS CHOSEN BY OWNER.
ALL DEWATERING.
3. BOLTS & LAG SCREW MATERIAL SHALL CONFORM TO ASTM STANDARD A307.
4. KEEP EXCAVATIONS FREE OF STANDING WATER. REMOVE AND REPLACE MATERIAL THAT IS NOT WITHIN 3% OF
OPTIMUM MOISTURE PRIOR TO PLACING ADDITIONAL FILL OR CONCRETE. 4. BOLT HOLES IN WOOD MEMBERS SHALL BE 1/16" LARGER THAN THE BOLT DIAMETER.
5. ALL EXCAVATION IS UNCLASSIFIED, REGARDLESS OF THE MATERIAL ENCOUNTERED. 5. FOR LAG SCREWS, THE CLEARANCE HOLE SHALL BE THE SAME DIAMETER AS THE SHANK & THE SAME DEPTH AS THE
UNTHREADED SHANK. THE LEAD HOLE SHALL BE 60 PERCENT OF THE SHANK DIAMETER & A LENGTH EQUAL TO THE
6. OVER-EXCAVATION AND REPLACEMENT OF THE TOP SOIL AND CLAYEY MATERIALS IS REQUIRED TO A DEPTH THREADED PORTION.
EQUIVALENT TO THE NATIVE SANDY, CLAYEY GRAVEL. SEE FOUNDATION DETAILS FOR REQUIREMENTS. 6. PROVIDE STANDARD WASHERS UNDER THE HEADS & NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD.
7. STRUCTURAL FILL SHALL BE PLACED 8 INCHES MINIMUM IN DEPTH AND COMPACTED TO MINIMUM 98% DRY 7. ALL NAILING SHALL BE IN ACCORDANCE WITH 2O09 IBC TABLE 2304.9.1 UNLESS THE PLANS INDICATE A HEAVIER NAILING.
DENSITY PER ASTM D-698 AND SHALL CONFORM TO THE FOLLOWING GRADATION;
SCREEN OR SIEVE SIZE PERCENT PASSING BY WEIGHT 8. AT ALL SILL PLATE TO FOUNDATION WALL CONECTIONS PROVIDE 2 BOLTS MIN. PER EACH SILL PLATE PIECE W/ BOLTS
3" 100 12" MAX. FROM CORNERS & ENDS OF SILL PLATE PIECES. UNLESS NOTED OTHERWISE, PROVIDE 5/8" DIA. X 7" EMBED.
N0. 4 25-65 ANCHOR BOLTS AT 48" MAX. O.C.
NO. 200 20 MAX.
8, ON-SITE MATERIALS THAT ARE FREE OF TOPSOIL, ORGANIC MATTER, OTHER DELETERIOUS MATTER AND FROST LAMINATED VENEER LUMBER (LVL)
MAY BE CONSIDERED SUITABLE FOR BACKFILL IF APPROVED BY THE GEOTECHNICAL ENGINEER. BACKFILL 1. LVL FRAMING MEMBERS SHALL BE OF THE SIZE AS INDICATED ON THE PLANS MEETING THE REQUIREMENTS OF THE SPECS.
MATERIALS SHALL BE PLACED IN 8-INCH MAXIMUM DEPTHS AND COMPACTED TO MINIMUM 95% MAXIMUM DRY
DENSITY PER ASTM D-698. 2. LVL'S IN ACCORDANCE W/ MFR'S RECOMMENDATIONS. DO NOT CUT, NOTCH, OR DRILL LVL MEMBERS
9, USE ONLY HAND OPERATED COMPACTION EQUIPMENT WITHIN 5 FT. OF STRUCTURES. UNLESS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD.
10. DO NOT PLACE BACKFILL UNTIL ALL SUPPORTING STRUCTURES ARE IN PLACE AND CONCRETE WALLS AND
SLABS HAVE ACHIEVED THE SPECIFIED 28-DAY COMPRESSIVE STRENGTH UNLESS OTHERWISE NOTED ON
DRAWINGS.
VERIFY SCALE! REVISIONS r bN��Ai�,II DRAWN BY: RJL PROJECT NUMBER
THESE PRINTS MAYBE NO. DESCRIPTION DATE BY - T N CITY OF BOZEMAN 0417,055
REDUCED.LINE BELOW
clORRl��l\ Surve 2880 TCChn01p9Y 81vd.W. CHK'D.BY: NJM
MEASURES ONE INCH ON Engineers Bozeman,MT 59718 �'s LYMAN CREEK WATER SYSTEM-DECHLORINATION PROJECT SHEET NUMBER
ORIGINAL ORAwING. r rof5 w. NJM BOZEMAN MONTANA 7
HATE J. �% APPR.BY:
I Planers 739 P DRAWING NUMBER
MAIERLE INC. Planner Phone:(406)22-67021 W' D 7E O6/2010
MODIFY SCALE ACCORDINGLY! An Employee-Owned Company Fax:(406)922-6702 /r�'It fgl TEpf� �.- BYQA.'. AN VIEW GENERAL NOTES �_®
N:\0417\0551ACAD\Struct\Dwgs\S-O.dwg Plotted by mike hickman on Jul/112010 COPYRIGHT MORRISOMMAIERLe,-,mro IIII« p` BY:
6/2010
17'-4"
NOTE 1
1 6'-0"
NOTE 1
I
T.O.F.E,
4989.8
i
SLOPE.
T-O.SL.E, 112
_ 4990.35
� w
I r
N Z
I
EXIST. FTC. STEP
EXIST. FTG. SEE NOTE 2
STEP — TW=4991.50
I � %
I � i
i
% TW=499 0 z /
Z n Z Z
N I z
w I w X
x w — _ — f w
r.o.F. = n o H
4989.85
I C D c ZYAB
I J
e II
.. SIM. I ® SLOPE
YP I 2
FTG & FDNe WALE ;p
FTG. 8: FDN, WALL, CONN. TO<EXIST.
a ( I CONN.`TO-EXIST - PEf"DTL. 7f SIM"-, _ -I_<"
A I I PER DTL. 7/S--2 ( , E
TO.SL4990.35 ( .c
� 0 I I I I
I I
/r
-NOTE 4
FTG. STEP I / f
PER B/S-2 I I I p c ,.- _ • - i.I I a I --- ---- ---- — -- ---- -------- ( I
1 J
___ ___ _____________________ `_ m4 ---- ---- ---- — — ---- ---- —
NOTE 3
1 2 FTG. & FDN. 3'-0" %2 APA RATED 40/20 G Z
_ NOTE 5 ROOF SHEATHING ATTACHED _
T.O-F. 5 A SIM. — — WALL CORNER OVERHANG W/ 8d'S ® 6" O.C. EDGE,
— (TYP.) 12" O.C. FIELD
16'-0" T.0-F. — o
4986.85
NOTES:
i. SEE SHEET D-1 FOR VERIFICATION OF LOCATION OF CONNECTION OF NEW TO EXISTING CONCRETE WALL AND FOOTING. K-2 ROOF PLAN
2. CONNECT NEW FOOTING AND FOUNDATION WALL TO EXISTING FOOTING AND FOUNDATION WALL PER THE REQUIREMENTS $-1 SCALE: 1 32' = 1 0"
OF DETAIL 7/S-2. SLOPE TOP OF WALL PER PLAN.
3. PROVIDE 8'—Ox4'-8"x4" EXTERIOR SLAB—ON—GRADE, CENTERED IN FRONT OF DOORWAY. SLOPE SLAB 1/2" PER FOOT AWAY FROM
BUILDING.
4. SLAB CONTOL/CONTRACTION JOINTS NOT SHOWN FOR CLARITY. CONTRACTOR SHALL SUBMIT JOINT PLAN TO ENGINEER PRIOR
TO POURING INTERIOR AND EXTERIOR SLAB. SLAB JOINTS SHALL MEET THE REQUIREMENTS OF DETAIL 4/S-2.
5. FOUNDATION WALL AND SLAB OPENINGS ARE NOT SHOWN FOR CLARITY. ANY OPENINGS SHALL MEET THE REQUIREMENTS
OF DETAIL 3/S-2.
C� FOUNDATION/SLAB PLAN
S-1 SCALE: 1/32" = 1'-0-
VERIFY SCALE! REVISIONS DRAWN DRAWN BY: RJL PROJECT NUMBER
THESE PR NTS MAY BE NO. DESCRIPTION DATE BY - = , CITY OF BOZEMAN 0417.055
REDUCED.LINE BELOW T c �J 2880 Technology Bivtl.W. CHK'0 BY: NJM
MEASURES ONE INCH ON ORRIS®1V Engineers Bozeman,MT 59718 �'�, LYMAN CREEK WATER SYSTEM-DECHLORINATION PROJECT SHEET NUMBER
ORIGINAL DRAWING q �:', S—yors NATE J. �" APPR BY: ?� BOZEMAN MONTANA 8
_ MENUEZ w"s
scientists
W, D E: O6/2010 No.i 5739 PE DRAWING NUMBER
MAIERLE INC. scanners Phone:(406)22-67021
MODIFYSCALE ACCORDINGLY! 7 Fax:(406)922-6702 rr b V_= QA.REVIEW S—1
anen,Pmy«-ow�neacan,pdny 1$pTge" t? BY JRN FOUNDATION AND ROOF PLAN 1`J
N:W417\055\ACAD\Struct\Dwgs\S-1.dwg Plotted by mike hickman on Ju11112010 CDPYRIGM C MOftfti50N-MAIERLE,IfJC.,-II' ��Al: ATE: 612010
CORNER BARS TO MATCH
SIZE AND SPACING & LAP `
TO HORIZ. REINF., U.N.O. I I REINFORCING INTERUPPTED
BY OPENING
CORNER BARS
TO MATCH STD. HOOK ® DOWELS f/
LONGITUDINAL REINF. PER ACI 318 = �-- � = OPNG. AS REO'D -
--SIT ---7111
� I II � z i-•.
��L Jk�- PROVIDE BARS W/ AREA
EQUAL TO INTERUPPTED
g I� REINF. PLACE 1/2 OF THIS - .-1 \�
HOR12. WALL -t} .l-��}}- REINF. EA. S1DE OF OPNG. - tt
ff \ / I / JOINT SEALANT,
REINF. II \ n I n ® 3" MAX. SPACING. SEE SPECS
PROVIDE (1)#5x4'-0" DIAGONAL ®
FA. LAYER OF REINF.- 4 CORNERS
PLAN SECTION - CORNER EXTEND PROVIDE (1)#5x5'-0" DIAGONAL 0 EXTEND
PLAN SECTION - CORNER SINGLE MAT LAP EA. LAYER OF REINF.- 4 SIDES. LAP
SPLICE OMIT FOR OPENING DIAMETER < 12" SPLICE ----
TYPICAL TYPICAL NOTES;
NOTES: NOTE. 1.) SEE FLOOR PLANS FOR APPROX. JOINT LOCATION & SPACIN
1. TRANSVERSE & DOWEL REINF. NOT SHOWN, SEE FDN. DETAILS. 1. SEE SHT. S-0, GENERAL STRUCTURAL NOTES FOR LAP LENGTHS. 2.) SAWCUT STAB WITHIN 12 HOURS OF INITIAL FLOATING.
2. SEE SHT. 5-0, GENERAL STRUCTURAL NOTES, FOR LAP LENGTHS.
� FTG. CORNER REINF. DETAIL � FDN. WALL CORNER REINF. DETAIL � REINF. FOR OPNGS. IN WALLS & SLABS �SLAB CONTRACTION JOINT (SCJ)
S-1 SCALE: NTS S-1 SCALE: NTS S-1 SCALE: NTS s-t SCALE: NTS
THICKEN SLAB & EXTEND
ACROSS TOP OF FND.
EXTERIOR SLAB, WALL ® OPNG. LAP _- -_-- _
6" SLAB-ON-GRADE SEE FDN. PLAN OPENING OF FNDUT TOP
W/ #4 ® 12'O.C. TERMINATE VERT ------I OF FND. WALL FOUNDATION
® OPENING EXISTING CMU WALL ABOVE NS TRANS.
T.O.SL. SEE WALL STEP FACE
EA. WAY, CTRD. W & HORIZ. WALL _
M FIR. PLAN OPENING VERTICAL AND / / //
T.O.SL. SEE SLAB Lj _ /II REINF.
FIR. PLAN '- HOIRZ. WALL /' / /' / T.O.F.
COAT W/BOND REINF., PER `,/ ZE PLAN
ADD HORIZ. REINF. BREAKER DTL. A rn
FND. WALL & /- Lo
7 i i i i BELOW BLOCKOUT
FTG., SEE FDN. MATCH SIZE & FNO. WALL #5 r'
4' IMPORTED GRANULAR FILL, / >
DETAILS NUMBER OF MATCH LONG.
STRUCTURAL FILL, COMPACTED IN 8" MAX, TEMINATED BARS FDN.EXIST. BARSrZi-BARS
LIFTS TO 957. OF AASHTO T-99COMPACTED IN 8" MAX. SEE PLAN TOT.
LIFTS TO 989." OF AASHTO T-99 PROCTOR. SEE GENERAL " ROUGHEN AND #5 / SEE PLANSTRUCT. FOR REQU. ELEVATION SANDBLAST FACE STD. 0' HOOKS
PROCTOR. SEE GENERAL EXISTING CONCRETE - OF EXISTING FDN. MATCH LONG. t-
STRUCT. FOR REQU. SECTION FOUNDATION PRIOR TO POURING BARS
WALL
NEW FDN. WALL STD, 90' HOOKS #5 rl�
6" SLAB-ON-GRADE � SLAB/FND. WALL @ WALL DENG. '
"T" MATCH LONG.
S-1 SCALE: NTS 5-1 SCALE: NTS BARS
FoorlNc E8ESTEP FOOTING DETAIL
REINF., PER S-1 SCALE: NTS
'- — — DTL. A/S-2
f•"B'"{ �-+--8.
\I SIM. T.O. EX15T T.O. FTG.,
\-�/ G, SEE SEE FLR.
4" SPLIT FACE - I I PLAN PLAN
CMU, MATCH
EXISTING -
I I ® EXISTING CONCRETE
SEE C-9 FOR gl I FOUNDATION
HORIZ. & VERT. WALL NOTE: ATTACH NEW FOOTING AND FOUNDATION WALL TO EXIST.
FINISH GRADE r #5 @ 12' I L__J REINF. PER A/- FOOTING, FOUNDATION WALL AND MASONRY WALL W/ #5x2'-O"
ELEVATION /. ..- �.-1 O.C. VERT. I
• 12 O.C., W/ 6" EMBEDMENT DRILLED AND EPDXIED (HILTI HIT HY
#5 ® 10" O.C. Z 150 OR EQUIVALENT), LAP TO LONGITUDINAL FDN. WALL REINF.
SEE C-1 FOR I Mr7
FINISH GRADE EEFOUNDATION DETAIL
I I I
L8x6x?§" VENEER a 2.. ELEVATION \ �- T.O.W.(E) = S-I SCALE: NTS
LEDGER W/ %. DIA. x 5' ,�j, � I 4995.02
EMBED ® 16" O.C., H.A.S. CLR. )( (4993.68
ROD USING HILTI HIT HY150 I ® SIM.) 6" SLAB-ON-GRADE W/
( / #4 ® 12" O.C., CTRD. EXISTING
J IN SLAB, SEE DTL. 5/S-2 SLAB
#5�„ O.C. DOWELS CONN. OF VERT. "
TO EXIST. PER e T.O.SL. _ T.O.SL.=
Y4" PJF DETAIL 7/S-2 4990.35 „•+
6" SLAB-ON-GRADE W/
#4 ® 12" O.C., CTRD. 6' SLAB-ON-GRADE W r
T.O.F. = IN SLAB, SEE D L- 5/S-2 #4 ® 12" O.C., CTRD/ FDN. WALL
T.O.F.749015
1'-10" IN SLAB, SEE DTL. 5/S-2
T,O.SL. _ EXIST NG
4990.35 Y4 PJF IT.O.SL. = 6" SLAB-ON-GRADE W/ FDN. WALL
4990.35 4 ® 12" O.C. RD. EXIST G
T.O.F.(E) <, .., IN SLAB, SEE DTL 5/S-2 Y' PJFSIABiN885
4986 85 ......... _......... ,�,, T.O.SL. _ T.O.SL.E_
+ 4
• s ® SIM.) /. 4990.35 •.•., • • y'
n /
-T. 980 685
f -
. EXISTING
4_3 _.. a...
FOOTING EXISTING
FOOTING
E�FOUNDATION DETAIL (IFOUNDATION DETAIL EEFOUNDATION DETAIL EDEFOUNDATION DETAIL
S-1 SCALE: NTS S-1 SCALE: NTS S-1 SCALE: NTS 5-1 SCALE: NTS
VERIFY SCALE! REVISIONS �NA�l,�rl DRAWN BY: RJL PROJECT NUMBER
THESE PRINTS MAY BE NO. DESCRIPTION DATE BY _ H CITY OF BOZEMAN 0417.055
REDUCED.LINE BELOW V r ORRISON 2880 Bozean,MT Blvd.W CHKD BY: NJM
MEASURES ONE INCH ON E^9/^eo+s Bozeman,MT 59718 �. LYMAN CREEK WATER SYSTEM-DECHLORINATiON PROJECT SHEET NUMBER
ORIGINAL DRAWING Surveyors NATE J. �,� APPR.BY: NUM BOZEMAN MONTANA 9
:� Scientists MENUEZ
-i- �(A' {p� 7ry-1 7L�1 o t 739 E W% D E: 0612010 DRAWING NUMBER
1tli1 LI11RL1� INC. planners Phone:(406)587-0729
MODIFY SCALE ACCORDINGLY! An E^rpl^vcc-O+vned Company Fax:(406)922-6702 !yr "'o 5`ERE� C� : JRN VIEW FOUNDATION DETAILS S_'Z
N:\0417\055\ACAD\Struct\Dwgs1S-2.dwg Plotted by mike hickman on Jul/1/2010 cOPYRIGHf Q,MoaBlsowMnIERLE,INc.,mw TE: 6/2010
3'-0" (MIN.)
8d'S ® 6" O.C.
83'-0^ BACKSPAN�- 3'-0"
— 3'_0^ (MIN APA RATED ROOF -
8d S ® 6" O.C. ) SHEATHING, SEE
BACKSPAN PLAN 8d'S ® 6" O.C. APA RATED ROOF
APA RATED ROOF
SHEATHING, SEE SHEATHING, SEE
PLAN PLAN -- -
'� ® DIA. THRU- ® J I, A34 SON
(2) 2x8 (ONE EACH FULL BOLT, TYP. -
SIDE OF LVL RAFTER), LVL BLKG. 1 6 1` (2) 2x8 (ONE EACH
CONNECTED TO LVL I DIA. THRU- TYP. SIDE OF LVL RAFTER), FULL DEPTH APA RATED ROOF
1'-0" BOLT, TYP. LVL BLKG. CONNECTED TO LVL 11
RAFTER AS SHOWN +� �_6" I (2) 2x8 (ONE EACH RAFTER AS SHOWN 2X BLKG. lVL RAFTER, 8d'S ® 6" 0 C SHEATHING, SEE
T.O.W. _ ----�-1 T.O.W. - T.O.W. = PLAN
SEE NOTE - LVL RAFTER, SEE NOTE SIDE OF LVL RAFTER), VARIES SEE PLAN
SEE PLAN CONNECTED TO LVL T.O.D.
10d TOENAILS SIMPSON H2.5 SIMPSON H2.5 VARIES
LVL RAFTER, �• -1Od TOENAILS RAFTER AS SHOWN 10d TOENAILS
® 12" O.C. SEE PLAN EXISTING
® 12" O.C. ® 12" O.C.
2x6 P.T. SILL PLATE 2x6 P.T. SILL PLATE (4) 2x6 P.T. SILL PLATE ROOF ASSSEM EXISTING
2x P.T. PLATE, BEVEL - 2x P.T. PLATE, BEVEL 2x P.T. PLATE, BEVELLY (2)1Od'S
TO MATCH ROOF SLOPE, , TO MATCH ROOF SLOPE, TO MATCH ROOF SLOPE, ® 6" O.C. i
5/" DIA. x 7" EMBED §'e" DIA. x 7" EMBED 9'a" DIA. x 7" EMBED
ATTACH TO SILL PLATE A.B. 0 4'-0" O.C. A.B. ® 4'-0" O.C. • ATTACH TO SILL PLATE ATTACH TO SILL PLATE A.B. ® 4'-0" O.C. c
W/(2) 1od'S ® 12" D.C. W/(2) 10d'S ® 12" O.C. W/(2) 1Od'S ® 12" O.C.
LVL RAFTER,
FDN. WALL AND FEN. WALL AND - FDN. WALL AND 5/8" DIA. SEE PLAN
REINF., SEE A/S-2 REINF., SEE A/S-2 REINF., SEE A/S-2 EXISTING X 4" (MIN.) EMBED
• CMU WALL HILTI KWIK BOLT III
EXPANSION ANCHOR
® 2'-0" O.C.
NOTE' NOTE:
TOP OF WALL SHALL BE DETERMINED IN FIELD. TOP OF WALL SHALL BE AT A HEIGHT WHICH TOP OF WALL SHALL BE DETERMINED IN FIELD. TOP OF WALL SHALL BE AT A HEIGHT WHICH
ALLOWS TOP OF WALL AND ROOF ASSEMBLY (2x P.T. PLATE, 2x BEVELED PLATE, LVL RAFTERS, ALLOWS TOP OF WALL AND ROOF ASSEMBLY (2x P.T. PLATE, 2x BEVELED PLATE, LVL RAFTERS,
SHEATHING, ECT.) TO MATCH EXISTING ROOF. FOR BIDDING PURPOSES ASSUME T.O.W. = 5004.00 SHEATHING, ECT.) TO MATCH EXISTING ROOF. FOR BIDDING PURPOSES ASSUME T.O.W. = 5002.79
PROOF FRAMING DETAIL PROOF FRAMING DETAIL PROOF FRAMING DETAIL PROOF FRAMING DETAIL
S-1 SCALE: NTS S-1 SCALE: NTS S-1 SCALE: NTS S-i SCALE: NTS
T.O.W. VARIES,
SEE PLAN
993.50
4991.50
#5 ® 12" O.C. VERT,
#5 ® 10" O.C.
• .>
#5�„ O.C. DOWELS
Ya" PJF
6" SLAB-ON-GRADE W/
#4 ® 12 O.C., CTR'D.
IN SLAB, SEE DTL. 5/S-2
T.O.F. _
4989.85
.0=
Y
4-3"
RETAINING WALL DETAIL
S-1 SCALE: NTS
VERIFY SCALEI REVISIONS DRAWN BY: RJL PROJECT NUMBER
_.bl'� drJr>
THESE PRINTS MAY BE NO, DESCRIPTION DATE BY �fA� R7{ H ''r CITY OF BOZEMAN 0417.055
REDUCED.LINE BELOW j�jORt\SSON 2BBoze an,MT 59718Blvd CHK'D BY: NJM
REDUCED LINE
EINCH ON " (-" Engineers Bozeman,MT 59718 ''. LYMAN CREEK WATER SYSTEM-DECHLORINATION PROJECT SHEET NUMBER
ORIGINAL DRAWING. Surveyors NATE J w� APPR BY: NJM BOZEMAN MONTANA 10
ME�� Screnfrsts No.15739 PE L"= DATE: 0612010
qI. MAIERT INC.
DRAWING NUMBER
' I jYl 1 �/ ll�l. Planners Phone:(408)587-0721
MODIf SCALE ACCORDINGLY' 9 Fax:(406)922-6702 c A.REVIEW
' AnFmploycr-OwnedCompnny r �Q/��StE _ :JRN ROOF DETAILS S'_3
N:104t 7\055V4CAD\Struct\Dwgs\5-3.dwg Plotted by mike hickmen on Ju11112010 CORYRIGH!L MORR50l4MAIERLE.INC.,3 0 rrrrllr"�R'"..� 0 E: 612010