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Home My WebLink About2010-07-26-CONSTRUCTION DRAWINGS LC DECHLORINATION PROJECT CONSTRUCTION LYMAN CREEK FOR PROJECT AREA y OF SI}6S RING (DETAIL AT RIGHT) CITY BOZEMAN EM LYMAN CREEK WATER SYSTEM DECHLORINATION PROJECT . u. °r * BRIDGER CREEK BOZEMAN, MONTANAx { DRIVE JULY 2010 svz 'A I s r al a VICINITY MAP NORTH xx"1a.x S z'c.:. T NO SCALE ��''� �� ` INDEX TO SHEETS SHEET # GENERAL 1 G-1 COVER SHEET IT 2 C-1 SITE IMPROVEMENTS PLAN 3 C-2 SITE IMPROVEMENTS DETAILS ., r s> �}" ar� �~•i-'�.z tL a a u` �+ �.� ��-: x.- `��, ,.�`ixz-s7; �, L'�,.,y }T ' `. ARCHITECTURAL 4 A-1 G DEMOLITION PLAN xx<h' c ate- -"�` ,sx k 7 , -"a., - r • - °rx ..t ,. � ,�;. ..�',' re :- �. 'a 5 A-2 BUILDING DETAILS 6 A-3 BUILDING SECTIONS STRUCTURAL ,.�k "`""' `#: ' - }y v '<xr"�Th' j'T "� 7 S-0 GENERAL NOTES 8 S-1 FOUNDATION AND ROOF PLAN '-*i 9 S 2 FOUNDATION DETAILS , ", •:; < �"` 10 S-3 ROOF DETAILS a, - -' .��. 21, fi •,�,.,,sx, z=� � -;�,a �,� .e?-�^ `�,r s`"# �;,:" �� ,��'s5' � � T .� � �- r� �k,.x a, 4 � �TOp4lum MILL GRAPHIC SCALE , .: ." 0 250 soo tILt3## r ( IN FEET) t inc = 600 ft. VERIFY SCALE! REVISIONS THESE PRINTS MAYBE NO. DESCRIPTION DATE BY b�l�A�')ryrr DRAWN BY ELB PROJECT NUMBER REDUCED.LINE BELOW 2880TechrwlogyBlvG. �i' z K'D BY: JRN CITY OF BOZEMAN 0417.055 MEASURES ONE INCH ON j Engineers Bozeman,MT 5971 _ '. LYMAN CREEK WATER SYSTEM-DECHLORINATION PROJECT SHEET NUMBER ORIGINAL DRAWING, MORRISON Surveyors S R. BY; NICKELSON w� JRN BOZEMAN MONTANA 1 M p rry ryr rz ��. scrennsts No 9063 PE W� DATE: 7/2010 H111}�JKII E DRAWING NUMBER Planners Phone:(406)587-0721 yrrF, Fax: 406 922-67D2 R o O.A.REVIEW �— MODIFY SCALE ACCORDINGLY! An Employcc-Owned Compeny I ) rrrrss e15TERG.�V� BY: MGH COVER SHEET N:\0417\055\ACAD\Sheets\Dechlorinetion Proect\G-l. r`IIgONAI��=' DATE: 5/2009 j tlHg Plotted by jon hockaday on Jul(26/2010 coPYRicNr e„MORwsoN.MAIeRLE.INc.,mio R R OIR EXISTING RESERVOIR \ R R iz ' EXISTIN6 ENTRANCE VESTIBULEV SGII VG g 77 0Lb XISTiNG 8"-IiDPE` �` X / _ ES VO�lR�1N_E D A177� EXISTING ! 18 b v 'RESERVOIR FEED , �t NICE i i , i STING -- - RESERV fN XI JUNCT OONN BOIX •EXISTING 8" HOP OIR DRA INLET ` \ /' \. �- ,% ,'' ,' /j ,' � � _•--- _..IlZP OF RIS RP 90.60 � � �' _ i � \ 1`• � ^'. _ IN�TAlL\TRM � 0 ' N T L_ET FEEDER - EDETAIL - ' k ao � 2GLF=15--CMP--i I FOOT,-P TH1%WASTE AREA !- - . - _ SEA T -- -(-� XIS[ING 6, DPI - -- r i .% ;FOR EXCESS;E-XCAVATED /��./i - �0 _ _ E M%nl Pl.DIIN.\ „- i _ MAT�RfAL. STRIP AN6' ;; ,;: ;0e E A R 1 / STOC .1LE TOPSOIL EF'0-RE KP B i ,P( U " -.- ,,' /e/ '�I :,II % 94. l ` $ ��i •� I " Vi a -SUBSOILS CINDICATE FtLL---- SLOPE TO DRANLACING NATIVE � VOLME OF 22G--C:Y.) (9:5% }dIN.) ( !./� 2,9 / _ _ -- : .- y 1r• / �\ EXISTING INLET CONTROL BUILDING \ ! N DRAIN 4 DI �'DRAIN"OUTFALL / / / ��/ 9L7RP �\ DEMOLISH EXISTING ! Vtj0 �!� .,.. NCPtETE STAIRWELL EXISTING ! ,'y,A ROAaV"I - 'EXISTING SEE SHEET A-Y ! 'CONTROL A ,�ESS� \ _ - INLET CONTROL A"/RP CpN6 -_C. BU DING � 9f.26 ARP CONDUIT - EXISTING OUTLET CONT ROL/BUI O bRAI / ti FOR 1. L SITE WORK SHALL BE COMPLETED IN ACCORDANCE WITH MONTANA 9 0.2 ' 1W's93.50 - - \,' PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS), SIXTH EDITION, AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, FIFTH EDITION. EXISTING 6 r DID \ 2.THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION STAKING. SURVEY --� 1SAMPLE WATER J F _ k CONTROL POINTS AND PROJECT DATUM INFORMATION ARE AVAILABLE / 89.30 RETURN!'LINE i THROUGH MORRISON-MAIERLE, INC. 9 0 EXISTING \ 3.GRAVEL SECTION FOR DRIVING SURFACES (COMPACTION BASED ON %EXISTING OUTLET 'HDPECONDUIT / \� ��--. AASHTO T-99j: w GON`fROL BUILDING _ -NATIVE SUBGRADE COMPACTED TO 957 RELATIVE COMPACTION. -6 INCHES OF I1h-MINUS TYPE A CRUSHED BASE COURSE , ;� •� o° . � �' INSTALL 3; OLATION VALVE,AND 3 4'%�TEE WITH BULL - COMPACTED TO 98% RELATIVE COMPACTION. NOSED'SAMPtE COCK & PLUG. MOUNT ON SOUTH WALL ,. \� - 4.FOOT PATH SHALL BE 2.5' MIN. WIDTH, AND SHALL ABUT THE FRONT APPROX.,6' FR6M pNSVbE,(SE'S BUILDING CORNER: AND SIDES OF TABLET FEEDER. PLACE 2" MIN. DEPTH OF I$"-MINUS .CDNCf2ETE,S`TOOP�' i TYPE A CRUSHED BASE COURSE. ' EXISTING 16" D:I. SEE DETAIL OVERHEAD AND BURIED UTILITIES ON THIS DRAWING ARE -- ' WATER MAIN TO CITY. t i1 / 5 APIPROXIMAATE, AND SHALL BE VERIFIED AND MARKED UNDER THE \ --- r "� / DIRECTION OF THE CONTRACTOR PRIOR TO CONSTRUCTION. THE CONCRETE RETAINING WAL[ �? / / /. � �--- CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO SEE _ / EXISTING UTILITIES, AND SHALL REPAIR ANY FACILITIES DAMAGED DURING EXISTING PERFORMANCE OF THE WORK. t - --" -- _ 6.STRIP AND STOCKPILE TOPSOIL FOR REPLACEMENT AFTER SITE , t , FENCE �• I EXCAVATION AND GRADING IS COMPLETED. OUTSIDE OF GRAVEL DRIVING % - 'DET SURFACES, SPREAD TOPSOIL OVER ALL DISTURBED AREAS AND SEED REMOVE EXISTING FROST-FREE/ WITH NATIVE GRASS SEED (SEED MIX AS DIRECTED BY THE ENGINEER). HYDRANT AND INSTALL CORP. 7.CONTRACTOR SHALL SUBMIT AN EROSION CONTROL PLAN TO THE STOP AND APPROX. 50 L.F. 3/4" LEGEND ENGINEER. PLAN APPROVAL IS REQUIRED BEFORE STARTING WORK. COPPER SERVICE INTO BUILDING GRAPHIC SCALE 8.TRM (TURF REINFORCEMENT MAT) SHALL BE PYRAMAT, AS MANUFACTURED AT 6.5' MIN. SOIL COVER. GRAVEL DRIVING SURFACE ;0 0 5 to BY PROPEX GEOSYNTHETICS. INSTALL AROUND DROP INLET TO ELEVATION (SEE NOTE 3) 91.2 OR HIGHER, AND LAP UNDER EXISTING RIPRAP AT CONSTRUCTION ( IN FEET) LIMITS. INSTALL PER MANUFACTURER'S RECOMMMENDAT!ONS, SEEDING CONCRETE SLAB 1 inch= 10 It. WITH NATIVE GRASSES. VERIFY SCALE! REVISIONS ^.�al'dYAa,� DRAWN BY: ELB PROJECTNUMBER THESE PRINTS MAY BE NO, DESCRIPTION DATE BY R CITY OF BOZEMAN 0.417.055 • REDUCED.OLINENE INC BELOW I ®T T.� ®9 4 2880 Technology MT Blvd.W. CHK D BY: JRN MEASURES ONE INCH ON K1L.`711 11\91 E+w+�� Bozeman,MT 59718 - � LYMAN CREEK WATER SYSTEM-DECHLORINATION PROJECT SHEET NUMBER sr-y— H JRN BOZEMAN MONTANA 2 ORIGINAL oRAv�nNc. � R.BY: y�{� W'' DATE: 712010 I j AIERLE INC. F nnwe Phone:(4D6)587-0721 E 2= DRAWING NUMBER ,� a �= Q.A.REVIEW MODIFY SCALE ACCORDINGLY! 9 Fax:(406)922-6702 r�rrE NSE� �� SITE IMPROVEMENTS PLAN C_1 A.Evrplo3'-�'ad0' Y rrrr� 70 BY: MGH g N:\0417\055VACAD\Sheets\Dechloii aton Pr"ect\C-I. Plotted on hockada on Jul/262010 4 iNA� % �I Y ccPYR*HiO MIXtRI5d1MAlERLE,INc.,M10 r ru��..�"�� DATE: 72OD9 —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 18"x36" INSIDE DIMENSION z PER PLAN (VARIES) NORWECO (WWW.NORWECO.COM, 419-668-4471), MEETING THE FOLLOWING REQUIREMENTS: WALL TO 8" PIPE OUTFACE f Ei —INLET PIPE INVERT TO TOP OF RISER = 7'-0' ASSEMBLY (ACING INCLUDE BAFFLE INCLUDE GADJUSTMENT TOOL 4" MIN. �\ —INCLUDE SLUICE ADJUSTMENT TOOL, AND ATTACH TO SLUICE CONTROL NUT DURING INSTALLATION 4'-8" > �� j TABLETS FORRDECHLORINATIONILS OF BIO—MAX PROVIDE THICKENED ��/�� 2.INSTALL TABLET FEEDER PER MANUFACTURER'S " DROP F.F. ELEV j r r r \j RECOMMENDATIONS. EDGE ON 3 SIDES = 90.35 (ALL BUT BLDG. SIDE) _ 2% FROM F.F. /j� \\ ' o ��j��j�� 3 DOORS ASHATCH SHALL MANUFACTURED E BY SERIES HALLIDAY PRODUOCTSACCESS (WWW.HALLIDAYPRODUCTS.COM, 800-298-1027) AND GRAVEL DEPTH SUPPLIED BY ANDERSON PRECAST & SUPPLY, INC. (406-586-5087), MEETING THE FOLLOWING REQUIREMENTS: -------- --�®------ —18" X 36" CLEAR OPENING SIZE 9'. THICKENED EDGE —LONG (36") SIDE OF HATCH SHALL BE HINGED; (BEYOND) j� �i INSTALL WITH HINGE ON NORTHWEST EDGE, AWAY FOUNDATION CUT & CONNECT FROM THE FOOT PATH NOTE: WALL TO EXISTING B" 4.INSTALL ACCESS HATCH ON CONCRETE RISER PER HATCH USE M-4000 CONCRETE PER MPWSS. PLACE CONCRETE REMOVE, CUT & RECONNECT �� \ HDPE DRAIN LINE MANUFACTURER'S RECOMMENDATIONS, CENTER RISER ON 6" MIN. DEPTH OF 1.5"—MINUS CRUSHED BASE EXISTING 8" HOPE DRAIN j\ �� , AND HATCH OVER TABLET FEEDER. TO SAME PPE OUT LINECOURSE OVER COMPACTED SUBGRADE. 8" LOCATION & NV RIT ELEVATION �FALL /� ��\��\��\��/� /�//��//��//��//�// /////// 5 STABLETCHEDU EE4D0 RPVC AUSING FERNCO TFD TO 6—INCH XIBLE BAND FLOW I FLOW COUPLERS. ADDITIONAL FERNCO COUPLERS AND PVC �� PIPE MAY BE USED TO TRANSITION FROM HDPE TO PVC L_I_ \ CONCRETE STOOP AT CUT END OF 8—INCH PIPE. 6"x8" REDUCER C-1 SCALE: NTS a _ a � •m •a •�. r— n_ a •a _—F,s�—F,e"'f'7 a„'.—: — =yH7-,'�—,ems—t 6" PIPE (OUTLET) 4" MIN. DEPTH 6" PIPE (INLET) GRAVEL FERNCO FLEXIBLE BAND COUPLER (TABLET FEEDER STUB IS SOW 40 PVC) TABLET FEEDER C-1 SCALE: 1" = 1'-0" TOP OF RISER (BEYOND)=92.60t 4892 TOP OF RISER NOTE: I i ( ELEV=90.60 .-- PIPE MAY BE CONCRETE I _ CMP OR HDPE PER MPWSS. _ FOOT PATH 4890 77-7 TURF REINFORCEMENT MAT (TYP.) 4888 / LE.=87.140 15" PIPE AT 12.00% / 20 EF i 4886 36" DIA. STORM DRAIN INLET d PER CITY OF BOZEMAN STD. 0.59 MIN. _ DRAWING NO. 02720-1 (NO TOP SLAB OR COVER) 12" MINUS RIPRAP, / 12" MIN. DEPTH TO 4884 — — — TOP OF PIPE ELEV. (_A_'� STORM DRAIN PIPE PROFILE C-1 SCALE: 3/4 = 1'-0° CONTINUE RIPRAP 8' MIN„ TO MATCH EXISTING RIPRAP AND CHANNEL BOTTOM VERIFY SCALE! REVISIONS aryA� DRAWN BY: ELB PROJECT NUMBER THESE PRINTS MAY BE NO, DESCRIPTION DATE BY TTCC 'PVT CITY OF BOZEMAN 0417.055 REDUCED.LINEBELOWJO RR11../®1 28Bo Technology BMtl W. ., CHK'D BY: JRN MEASURES ONE INCH ON � Bozeman,MT 59718 =T� '�� LYMAN CREEK WATER SYSTEM-DECHLORINATION PROJECT sHEET NUMBER ORIGINAL DRAWING. S—)— % APPR Y: BOZEMAN LA W JRN MONTANA a LjjPlanners Phone:(406)587-0721 E 2� DATE: 72010 DRAWING NUMBER MERLE INC. ,� MODIFY SCALE ACCORDINGLY! Y Fax:(406)922-6702 tr Nst. C�3 Q.A.REVIEW SITE IMPROVEMENTS DETAILS �� Ao Employee-0—ad qy / �'C�= BY: MGH N:\0417\055\ACAD\Sheets\Dechlodnabon Project\C-2.dAg Plotted by jon hocked ay on Jul/26/2010 coPVRIaHT o MCRRi50NMAlERLE.INc.,zom "Ili?NAL"\„��`` DATE: 72009 DEMO ROOF ASSEMBLY APPROX. LINE APPROX. LINE OF DEMO OF DEMO S DEMO ROOF ASSEMBLY N SHOW OVERHANG TO EXTENTS DEMO ROOF ASSEMBLY OVERHANG TO EXTENT SHOWN OVERHANG TO EXTENTS DEMO GABLE ENO SHOWN ...........___................ .......... FINISH,,ASSEMBLY ---------- .......... FINISH ASSEMBLY DEMO AWNING DEMO AWNING DEMO AWNING DEMO STEEL DEMO GABLE END & WIRE MESH DEMO RE THE FINISH ASS EMBLY I GUARDRAIL ESH ...... ------------- ....... 'GUARDRAIL DEMO SPLIT FACE �------- N -\ W DEMO CONC, CAP MASONRY TO DEMO CONC. CAP EXTENTS SHOWN S DEMO CONC. CAP DEMO SPLIT FACE MASONRY TO DEMO SPLIT FACE MASONRY TO EXTENTS SHOWN .......... EXISTING EXTENTS SHOWN GRADE DEMO SPLIT FACE .......................... ...... MASONRY TO EXTENTS SHOWN DEMO STEEL EXISTING & WIRE MESH 7--------- GRADE GUARDRAIL EXISTING DEMO FDN GRADE TWOALL & FTG. EXTENTS SHOWN T.O.F.(E), E 498 OIL 4989.85 r L ------------------------------------- L--------------------------------- DEMO FDN. WALL L------------- FTC. TO EXTENTS &DEMO FDN. SHOWN WALL & FTG. TO EXTENS T.O.F. SHOWN; ----------------------L J -1 4986.85 MU J J rA_'� SOUTH ELEVATION DEMO NORTH ELEVATION DEMO rc-"\ WEST ELEVATION DEMO SCALE: NTS SCALE: NTS SCALE: NTS DEMOLITION NOTES: .............. ....... ............. DEMO ROOF ASSEMBLY 1. CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEMOLITION MATERIALS AND WASTE SOILS AND DISPOSING 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. H ASSEMBLY r- DEMO AWNING 3. STABILITY OF CONSTRUCTION EXCAVATION AND WORKER SAFETY ARE THE RESPONSIBILITY OF THE CONTRACTOR 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 T 5. CONTRACTOR'S OPTION TO SALVAGE, CLEAN, AND PREP EXISTING CONCRETE WALL CAP AND RE-USE ENGINEER MASONRY DEMO STEEL '& WIRE MESH To EXTENTS SHOWN OR ARCHITECT TO INSPECT MATERIAL FOR ACCEPTANCE PRIOR TO INSTALLTION. GUARDRAIL DEMO CONC. CAP DEMO CONC CAP EXIST. DOOR REMAIN DEMO MASONRY TO ..T.O.F.(E), EXTENTS SHOWN 4911685 L DEMO FDN. DEMO EXIST. c WALL & F CONC. STAIRS ENFG. TO EXTENTS SHOWN EXIST. DOOR FTG. &EXIST. ........ �4 'TO REMAIN FDN. WALL TO T.0.F. -j 4989.85 Rt-, REMAIN DEMO EXISTING LINE OF-\, LINE OF MO CONC. LANDING CONC. DE CONC. DEMO T.O.F.(E), 49136.85 V ........... ....... ........... DEMO EXIST.(D STAIR SECTION SCALE: NTS CONC. STAIRS ..... ........ TO F 4F"B DEMO FDN.ZSLAB PLAN A-I SCALE: NTS EX IST. T DOOR REMAIN k4 TF VERIFY SCALEI REVISIONS DRAWN BY: RJL PROJECT NUMBER THESE PRINTS MAYBE NO. DESCRIPTION DATE BY 0417.055 REDUCED LINE BELOW 2880 Technology Blvd.W, CHK*D.BY: NJM LYMAN CREEK WATER SYSTEM DECHLORINATION PROJECT A Bozeman,MT 59718 SHEET NUMBER MEASURES ONE INCH ON Eng.. ORIGINALDRAWING. MORRISON S—yors NATE J. �� APPR.By NJM BOZEMAN MONTANA 4 Scientists MENLIEZ MAIERLE,INC. P-n-S Phone(40,6)587-0721 9 DAT 06/2010 DRAWING NUMBER MODIFY SCALE ACCORDINGLY' A.Employee-Owned Company F(406)M-6702 +ill E Y,D.A JRN.REVIEW BUILDING DEMOLITION PLAN A-1 N:\0417\055\ACAD\Struct\Dwgs\A-l.dwg Plotted by mike hickman on Jul/1/2010 TE: 612010 if I I I (! I I / I A-3 ....... ......... ...._.. . SIM. /SUN ANGLE A-3 DECEMBER 21ST 10 AM — 13.6' II SEE SHEET A-3 / NOON — 20.6' FOR DOOR DETAILS / 3 PM — 12.1' I ' L . J . 11 l : I n I u .p. ';e:�..,..,,�.., -- ——————— ---- '' 4'—G" x 7'-0" HOLLOW `) 5'7�i METAL DOOR W/ HOLLOW B METAL FRAME (4" HEAD) — PAINT Q FLOOR PLAN SCALE: NITS -' (-A') BUILDING SECTION SCALE: NTS � s I I A-3 I I I u i PROVIDE STONE COBBLES ® SPLASH AREA BELOW 4 I I I I A-3 II II I I SLOPE I 1:12 I I o I II II A i f B PRE—FINISHED METALHER—, G — END/SLOPE TO EAST CAP WEST 3 A-3 [21 ROOF PLAN SCALE: NITS BUILDING SECTION — SCALE: NTS VERIFY SCALE! REVISIONS f DRAWN BY: RJL PROJECT NUMBER THESE D NTS MAYBE NO, DESCRIPTION DATE ev ;.�bN Aaa�''' LYMAN CREEK WATER SYSTEM-DECHLORINATION PROJECT 0417.055 REDUCED.LINE BELOW �1\1\I AJ®� 2880 Technology Blvd W. CHK'D BY: NJM SHEET NUMBER MEASURES ONE INCH ON Surveyors Bozeman,MT 59718 ''�' MONTANA 5 ORIGINAL D2pwIND. Surveyors APPR BY: M BOZEMAN MENUEZ w% MAIERLE INC, SCeO"�a P w' 06/20t0 DRAWING NUMBER Planners Phone:(406)587-0721 Fax:(406)922-6702 r R �� .REVIEW MODIFY SCALE pCCORDINGLV! An Fmployee-Ow dCompany lffff1 / r T H Y JRN BUILDING DETAILS /+ _2 N:\0417\055VACAD\Struct\Dwgs\4-2.dwg Plotted by mike hickman on Jul/l/2010 covvnirur s MoawsoN MAIeaLE,INC.,zmo A DA JRN ly NEW ROOFING ROOF/EAVE ASSEMBLY: PER DETAIL 1 METAL ROOFING (MATCH EXIST.) ON NEW ROOF FRAMING & SELF—ADHERING UNDERLAYMENT ON DECKING, (SEE STRUCT.) REMOVE METAL ROOFING & STRUCT. WD DECKING (SEE STRUCT.) FLASHING TO NEAREST FULL PANEL ON WOOD FRAMING (SEE STRUCT.) ROOF WITH METAL SOFFIT SYSTEM ASSEMBLY, PER STRUCT OUTRIGGER & DETAIL 1 FRAMING, SEE STRUCT. _. 2Z ,T- �' I EXISTING DECKING STRUCTURE I�� n j METAL TRIM N. EXISTING FRAMING i! MATCH EXISTING METAL FASCIA & - "'- & INSULATION AS NEEDED BEVELED SPACER FLASHING TO MATCH ) MATCH EXISTING (3'-0") EXISTING METAL PANEL ASSEMBLY: METAL FLASHING yl k,. _ FULL HEIGHT CORRUGATED MTL. SIDING ON 15# FELT ',f BLOCKING ON XJ" TREATED PLYWOOD SHEATHING ON NEW EXISTING ME7DETAIL 2x TREATED FURRING W/ RIGID INSULATION ASSE ON 8" CONCRETE WALL (SEE STRUCT.) ALIGN W �]2 ROOF EDGE @ ADDITION EXISTING E. CONTRACTOR'S OPTION: SALVAGE AND A-2 SCALE: 1 1/2" = 1'-0" 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---- ASSEMBLY, PER ` 2x TREATED, TYP. DETAIL 1 CMU VENEER ASSEMBLY: f: 4" SPLIT—FACED CMU, 2" AIR SPACE CAVITY f7 G-0? EXISTING CONC. WALL x 2" RIGID INSULATION, 8" CONCRETE WALL m o g MATCH EXISTING (t1'-4") \ 50 Na" EXPANSION JOINT HEAVE @ ROOF RAKE W/ POLYURETHANE SEAT I A-2 SCALE: 1 1/2" = 1'-0" --. NEW CONC. SLAB EXISTING SLAB ON GRADE I GENERAL NOTE: z_ _ _ _ • ALL MATERIALS TO MATCH CONT.'`FLASHING W/WEEPS ® { EXISTING CONDITIONS 'i �. /24" O.C. GROUT SOLID BELOW • ALL MATERIALS TO BE INSTALLED \ \\ ,,,,,,........................................ PER MANUFACTURER'S \ -- ...... _..._._._..__......:. ... r .... RECOMMENDATIONS \ STEEL LEDGER, ) a SEE STRUCT. ' n • ALL FINISH MATERIALS TO ALIGN Y �' Y G. W/ EXISTING, ADJUST 2" RIGID ISULATION EXISTING FOOTING DIMENSIONS ACCORDINGLY \ ..,.r ,.... FLUID APPLIED DAMPPROOFING — AT ALL SURFACES BELOW GRADE TO 8" BELOW FLOOR SLAB BONG BREAKERJ :4 �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 HOLLOW METAL DOOR EXPANSION BOLT W/ RUBBER SWEEP — yz" EXPANSION JOINT `r 2b"A STEEL NCHOR PEMCO 315CN (OR SIM.) POLYURETHANE ANCHORS SEALANT CHANNEL W// SEALANT BOLTS ® 12" O.C. (MATCH EXTERIOR STOOP, FULLY GROUT FRAME EXISTING) SEE CIVIL HOLLOW METAL DOOR HOLLOW METAL DOUR & FRAME — PAINTED — & FRAME — PAINTED _. MATCH EXISTING N 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 aNYAa,) DRAWN BY RJL PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY s "11'I� 0417.055 REDUCED,LINE BELOW > �._ 2880TechnologyBlvd.W. CHWD BY: NJM LYMAN CREEK WATER SYSTEM-DECHLORINATION PROJECT MEASURES ONE INCHON b,. ORRISON Engineers Bozeman,MT 59718 r�' SHEET NUMBER ORIGINAL DRAWING Surveyors NATE J �: APPR BY: NJM BOZEMAN MONTANA 6 4 7ry� T 7N� T�7� scenhsts MENUEZ w's l]ILRLJl/ 11Y s DAT O6/2010 r--i I e I o1 3 PE DRAWING NUMBER Planners Phone:06)922-67021 r _ MODIFY SCALE ACCORDINGLY, An Employee-Owned Company Fax:(406)9T2-6702 4rIIIIIy`�IST\Fi.� CT:� :JRN VIEW BUILDING SECTIONS A-3 N:10417\0556ACAD\Slruct\Dwgs\A-3.dwg Plotted by mike hickman on Jul/1/2010 COPYRIGHT L MORRISON-MAIERLE.INC.SO10 `SC[A D : 612010 GENERAL ACRETE CAST IN PLACE) DESIGN CODES AND STANDARDS: MINIMUM STRENGTH PROPERTIES FOR CAST-IN-PLACE CONCRETE SHALL COMPLY WITH THE FOLLOWING TABLE: STRUCTURAL ABBREVIATIONS 1. 2009 INTERNATIONAL BUILDING CODE (IBC) CAST-IN PLACE ALL CONCRETE CONCRETE 2. ASCE 7-05 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES MINIMUM 28 DAY ® - AT F.D. - FLOOR DRAIN (SEE ARCH.) P.A.F. - POWDER ACTUATED FASTENERS 4000 PSI COMPRESV STRENGTH ABUT. - ABUTMENT FDN. - FOUNDATION PCs. - PIECES ACf 318-0 BUILDING CODE REQUIREMENTS FOR CONCRETE STRUCTURES A.B. - ANCHOR BOLT FIN. - FINISH PERP. - PERPENDICULAR 2. ALL CONCRETE REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. REINFORCING BARS INDICATED ON THE A.C.I. - AMERICAN CONCRETE INSTITUTE FLG. - FLANGE PJF - PREMOLDED JOINT FILLER DESIGN LOADS: DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. A.F.F. - ABOVE FINISHED FLOOR FLR. - FLOOR PL. - PLATE A.I.S.C. - AMERICAN INSTITUTE OF FTG. - FOOTING PLYWD - PLYWOOD 1. SNOW LOADS: GROUND SNOW LOAD, Pg = 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 S0. INCH SNOW EXPOSURE FACTOR, Ce = 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 = 1.0 BACKFILL OR CONDENSATION: BEAMS 1-1/2" A.S.T.M. - AMERICAN SOCIETY OF TESTING G.L.B. - GLUE LAMINATED BEAM R. - RISER #5 BAR OR SMALLER 1 2- COLUMNS i-i/2" AND MATERIALS GND. - GROUND RAD. - RADIUS 2. WIND LOADS: BASIC WIND SPEED (3-SECOND GUST) = 90 MPH A.W.S. - AMERICAN WELDING SOCIETY GR. - GRADE RD. - ROUND WIND IMPORTANCE FACTOR = 1.15 #6 BAR OR LARGER 2" WALLS 1" G.W. - GROUND WATER REBAR - REINFOREMENT 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 REINF. - REINFORCING BLDG. - BUILDING H.A.S. - HEADED ANCHOR STUD REQ'D - REQUIRED BLKG. BLOCKING HDR. HEADER RM. ROOM EDITION OF ACI 318. DETAIL ALL REINFORCEMENT IN ACCORDANCE WITH ACI 315. - - - 3. SEISMIC LOADS: SEISMIC DESIGN CATEGORY = D - - - SEISMIC USE GROUP = III 5. ALL REINFORCEMENT LAPS, UNLESS OTHERWISE NOTED, SHALL BE AS FOLLOWS: BM.BOT. - BOTTOM HK.BEAM H.C.M. - HOOK HOLLOW CLAY MASONRY RT. RIGHT - SPECTRAL RESPONSE COEFFICIENTS, S-DS 0.630, S-Di = 0.310 SITE CLASS - D BRG. - BEARING HORIZ. - HORIZONTAL S. - SOUTH ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE DETAIL OF REINFORCEMENT - LAP LENGTHS`* 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 1 #6 1 #7 1 #8 1 #9 1 #10 #11 BETW. - BETWEEN I.B.C. - INTERNATIONAL BUILDING CODE SFC. - SURFACE MISCELLANEOUS CONC. DESIGN B.U. - BUILT-UP I.C.B.O. - INTERNATIONAL CONFERENCE S.G.T. - STRUCTURAL GLAZED TILE STRENGTH 4000 PSI OF BUILDING OFFICIALS SHT. - SHEET 1. C/C - CENTER TO CENTER I.D. - INSIDE DIAMETER SHT'G. - SHEATHING STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH SITE CIVIL, ARCHITECTURAL, MECHANICAL, CU.FT. - CUBIC FEET LF. - INSIDE FACE AND ELECTRICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER TOP BAR" 1'-7" 2'-1"2'-7"3'-1" 4'-6" 4'-0"5'-10 6'-7" 7'-3" S.I. - SQUARE INCHES GR 60 C.I. - CAST IRON INSUL. - INSULATED SIM. - SIMILAR OF ANY DISCREPANCIES PRIOR TO BIDDING AND CONSTRUCTION. OTHER BAR 1'-4" i'-7' 2'-0" 2'-5"2'-9" 3'-6" 4'-6"5'-1"5'-8" C-I-P - CAST IN PLACE INT. - INTERIOR S,I.P. - STRUCTURAL INSULATED PANEL - - - 2. DRAW IN FI GS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT * TOP BARS SHALL BE DENED AS ANY HORIZONTAL BARS PLACED SUCH THAT MORE THAN 12 C.I P. CAST IRON PIPE INV. INVERT S.L.V. SHORT LEG VERTICAL " OF FRESH CONCRETE IS - - 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. C.1 SPACES - CONCRETE EXPANSION JOINT JT. SPECIFICATIONS - JOINT CONTROL JOINT SPA. SPECS. - CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER. CEJ CEJ - CONCRETE CONSTRUCTION JOINT JT, - JOINT SQ, - SQUARE * INCREASE LAP LENGTHS SHOWN ABOVE AS SHOWN IN THE DRAWINGS OR AS DIRECTED BY THE ENGINEER WHERE BARS CIJ - CONCRETE ISOLATION JOINT 3. BLOCKOUTS, CONDUIT, PIPE SLEEVES, EMBEDDED ITEMS, ETC. TO BE EMBEDDED IN CONCRETE AND SST - STAINLESS STEEL 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 LEIS. - POUND 4. STRUCTURAL DESIGN ITEMS REQUIRING DEFERRED SUBMITTALS INCLUDE: STL. - STEEL o) STRUCTURAL INSULATED PANELS +/- 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 +/- 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 5. SUBMIT DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS TO THE ARCHITECT/ENGINEER FOR REVIEW. WHEN WHERE D IS THE DISTANCE FROM THE FACE OF CONCRETE TO THE CENTER OF THE REINFORCING. COL. - COLUMN LT. - LEFT SYM, - SYMMETRICAL REQUESTED BY THE BUILDING OFFICIAL, UPON REVIEW AND NOTATION INDICATING THAT THE DEFERRED CONIC. - CONCRETE L.V.L. - LAMINATED VENEER LUMBER SUBMITTAL ITEMS ARE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING, THE ARCHITECT 7. METAL CLIPS OR SUPPORTS SHALL NOT BE PLACED IN CONTACT WITH THE FORMS OR THE SUBGRADE. CONCRETE CONN. - CONNECTION T. - TREAD OR TON / 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 INSTALL DEFERRED SUBMITTAL ITEMS UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN WITHOUT SETTLEMENT, BUT IN NO CASE SHALL SUCH SUPPORT BE CONTINUOUS. CONT. - CONTINUOUS OR CONTINUED MATL. - MATERIAL THD - THREAD APPROVED BY THE BUILDING OFFICIAL. CONTR. - CONTRACTOR MAX. - MAXIMUM THK - THICK 8. DOWELS SHALL BE THE LENGTH INDICATED. DOWELS SHALL BE WIRED IN POSITION PRIOR TO POURING CONCRETE. COLRD. - COORDINATE MFD. - MANUFACTURED TJI - TRUSS JOIST - - -6. THE STRUCTURE SHALL BE ADEQUATELY BRACED FOR SOIL, WIND, EARTHQUAKE AND CONSTRUCTION 9. AT ALL FTG. AND FDN. WALL CORNERS, CORNER CTSK COUNTERSINK MAR. MANUFACTURER TMBR. TIMBER 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 CTRO. - CENTERED MIN. - MINIMUM T.O.D. - TOP OF DECK/SHEATHING C.Y. - CUBIC YARD MK. - MARK T.O.F. - TOP OF FOOTING REQUIRED SPECIAL INSPECTIONS AND TESTING 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 OR FOOTINGS, PROVIDE OPENINGS IN FOUNDATION PER FOUNDATION DETAILS. D.I. - DUCTILE IRON MTD. - 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 Typ, - TYPICAL 2006 INTERNATIONAL BUILDING CODE. CURING IN ACCORDANCE WITH THE SPECIFICATIONS. SUBMIT PROPOSED CURING METHODS FOR DIM. - DIMENSION N. - NORTH o) SPECIAL INSPECTIONS (1704): APPROVAL SEVEN DAYS PRIOR TO PLACING SLABS. DWG. - DRAWING N.I.C. - NOT IN CONTRACT U.B.C. - UNIFORM BUILDING CODE - INSPECTION OF FABRICATORS (1704.2) DEf. - DETAIL NOM. - NOMINAL U.N.O. - UNLESS NOTED OTHERWISE - CONCRETE CONSTRUCTION (1704.4) OWL - DOWEL N0. - NUMBER - MASONRY CONSTRUCTION (1704.5) WOOD FRAMING D.O. - DOOR OPENING N.T.S. - NOT TO SCALE VERT. - VERTICAL - SOILS SAWN LUMBER E. - EAST O.C. - ON CENTER W - WEST 704.7) SPECIALL CASES (1704.13)CAS EA. - EACH O.D. - OUTSIDE DIAMETER 1. ALL LUMBER SHALL BE GRADED AND MARKED ACCORDING TO THE WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) E.F. - EACH FACE O.F. - OUTSIDE FACE Wi�O - WTHOUT b) STRUCTURAL TESTING FOR SEISMIC RESISTANCE (1708): GRADING RULES. ELEV. - ELEVATION OPNG - OPENING - WOOD - MASONRY (1708.1) EXC. - EXCAVATION OPP. - OPPOSITE W.1. - WROUGHT IRON - MECHANICAL AND ELECTRICAL EQUIPMENT (1708.5) 2. UNLESS OTHERWISE SPECIFIED, ALL FRAMING LUMBER SHALL BE DOUGLAS FIR-LARCH, No. 2 OR BETTER, S4S. EXIST. - EXISTING O.W.J. - OPEN WEB JOIST W p - WORKING POINT SILL PLATE MATERIAL SHALL BE PRESSURE TREATED HEM-FIR, STUD GRADE (OR BETTER), S4S. EXP. - EXPANSION - WEIGHT 2. - - THE OWNER ITS AUTHORIZED AGENT SHALL EMPLOY A QUALIFIED TESTING AGENCY PROVIDE ROOF SHEATHING E.W. - EACH WAY INSPECTION AND S EXT EXTERIOR Ww D TESTING OF REQUIRED STRUCTURAL ITEMS IN ACCORDANCE WITH THE STATEMENT OF p WELDED WIRE FABRIC 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 ORGANIZATION TO THE STATEMENT OF SPECIAL INSPECTIONS. A FORM OUTLINING THE CONTRACTOR'S 2. PLACE ROOF SHEATHING WITH THE FACE GRAIN PERPENDICULAR TO SUPPORTS AND STAGGER 48-INCHES. RESPONSIBILITIES WILL BE PROVIDED BY THE STRUCTURAL ENGINEER OF RECORD FOR THE CONTRACTOR'S USE IN MEETING THE REQUIREMENTS OF IBC SECTION 1706.1. 3. PROVIDE EDGE BLOCKING FOR ROOF SHEATHING WHERE INDICATED ON THE PLANS. 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. 4. KEEP EXCAVATIONS FREE OF STANDING WATER. REMOVE AND REPLACE MATERIAL THAT IS NOT WITHIN 37. OF 3. BOLTS & LAG SCREW MATERIAL SHALL CONFORM TO ASTM STANDARD A307. 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 ALL 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. NO. 4 25-65 NO. 200 20 MAX. ANCHOR BOLTS AT 48" MAX. O.C. 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 1 DATE bt1�AjJaq DRAWN BY: RJL PROJECT NUMBER MA THESE PRINTS Y BE NO. DESCRIPTION BY CITY OF BOZEMAN 0417.055 REDUCED.LINE BELOW 2880 Technology Blvd,W. CHKD BY: NJM MEASURES ONE INCH ON T1��1/� T IT\TI Engineers Bozeman,MT 59718 �11 LYMAN CREEK WATER SYSTEM-DECHLORINATION PROJECT SHEET NUMBER ORIGINAL DRAWING. [-„ MORRISO Sunreyors HATE J �h, APPR.BY: NJM BOZEMAN MONTANA 7 Sc�enbsrs MENUEZ w. AIERLE INC. 739 P - D TE 0612010 k Planners Phone:(406)587-0721 - DRAWING NUMBER MODIFY SCALE ACCORDINCIYI 9 Fax: 406 922-6702 f o �� O.A.REVIEW GENERAL NOTES �_® An Employer-Owned Company ( ) rI er TERM' G= BY: JRN N:\0417\055WCAD\Struct\Dwgs\S-O.dwg Plotted by mike Nckman on Jull112010 coRrRICHT e.MORasoN-rnniEwe.x�a,mro r�r'�I A ATE: 6/2010 17'-4" NOTE 1 16'-0" — — — — — — — — NOTE 1 — — — — — — — — I I I I T.O.F.E, 49 9.85 r _ _ — — — _ _ _ — — I I I T.O.SL E I SLOPE_ o W I 4 0.3 I - I N Z I I I I I EXIST. FTG. STEP EXIST. FTG. SEE NOTE 2 STEP _ TW=4991.50 TW=499 0 z N z � x z I W X ' T.O.F.E = 8', �. < d _ I 4sss.as 2-0" D a� ' �d' < a d I < d. <°: d a Sim.` . .. <., FTG. & FDA4 WAL@ f'f I I SLOPE I 01 I I FTG.'do FDpla WALL, CONN. T0<EXIST °::<�. `d I'I. I d' <. , ° 1:12 I o I I e A I ICONN°OEXIST <° P-.EaDTL. 7</S'S-IM2", I afER DTL 7/S-2° TOSL 1 C .Id a a'dQ 4. d d NOTE<4 o d ° FTG STEP ° P 8/S-2 4' � ------- x _ ___ _____ __ LL —---- - ---- --— ---- - - ---- --- --------- - -- - -- -- — — — — — — — — — — — NOTE 4 NOTE 5 A FAG. & N. APA RATED 98685 SIM. — WALL CORNER ROOF SHEATHING ATTACHED G O �I 'JiIII z W/ 8d'S ® 6" O.C. EDGE, (TYP.) 12" O.C. FIELD .I 16'-0" T.O.F. = w) 4986.85 p NOTES: 1. SEE SHEET D-1 FOR VERIFICATION OF LOCATION OF CONNECTION OF NEW TO EXISTING CONCRETE WALL AND FOOTING. �\ 2. CONNECT NEW FOOTING AND FOUNDATION WALL TO EXISTING FOOTING AND FOUNDATION WALL PER THE REQUIREMENTS [ L_\ ROOF PLAN 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 S-1 SCALE: 1/32" = 1'-O" 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. FOUNDATION/SLAB PLAN S-i SCALE: 1/32fi = 1'-O" VERIFY SCALE! REVISIONS THESE PRINTS MAY BE NO. DESCRIPTION DATE BY ^;�al`IIll'�Aa�ll, DRAWN BY: RJL PROJECT NUMBER REDUCED.LINENELOW ,: �'/ CHK'D.BY: NJM CITY OF BOZEMAN ECTN55 MEASURES ONE INCH ON 'ry I'9�(y 2880 Technology Blvd.1W. ��! LYMAN CREEK WATER SYSTEM-DECHLORINATION PROJECT SHEET NUMBER ORIGINAL DRAWING. ®hC Fl 1`® Ems Bozeman,MT 59718 BOZEMAN M 1�1�.J.iJ�j 111txrsyaa APPR BY: MONTANA 8 ti LJJid d`j A TgyTq LJ�INC.dltl iiMENUEZ LLI% MODIFY SCALE ACCORDINGLY! j'�I RL Plaa'u�ers Phone:(406)587-0721 0.1573 p W= 07/2010 DRAWING NUMBER �Egpkq , cbpqy Fax:(406)922-6702 STEP o G`= Q.A.REV EW FOUNDATION AND ROOF PLAN N:\0417\055\ACAD\StructlDAgslSd.dwg Plotted by Ion hockaday on JuV26/2010 / - Y: JRN COPYRIGHT O MCRRISCWMAIERLE,INC.,.10 k i ATE: 612010 e CORNER BARS TO MATCH - --I--- SIZE AND SPACING & LAP REINFORCING INTERUPPTED I �X TO HORIZ. REINF., U.N.O. II y \CORNER BARS STD. HOOK ® DOWELS BY OPENING TO MATCH =tE--- {}= OPNG. AS REQ'D I7 LONGITUDINAL REINF. PER ACI 318 I),'� - 71T- -F S \�L Jk✓ _ PROVIDE BARS W/ AREA S F I* EQUAL TO INTERUPPTED _ _ F REINF. PLACE 1/2 OF THIS 'SJ=- _ � HORIZ. WAIL -tt .l-��}}- REINF. EA. SIDE OF OPNG f'f \ tt ✓ � ` JOINT SEALANT, I REINF. I \ ✓ ® 3" MAX. SPACING. X I SEE SPECS I PROVIDE (1)#5x4'-0" DIAGONAL ® 4 EA. LAYER OF REINF.- 4 CORNERS PLAN SECTION - CORNER EXTEND PROVIDE (1)#5x5'-O" DIAGONAL 0 EXTEND PLAN SECTION - CORNER SINGLE MAT LAP EA. LAYER OF REINF.- 4 SIDES, LAP SPLICE OMIT FOR OPENING DIAMETER < 12" SPLICE — NOTES: TYPICAL TYPICAL NOTES: 1. TRANSVERSE & DOWEL REINF. NOT SHOWN, SEE FDN. DETAILS.E NOTE,` 1.) SEE FLOOR PLANS FOR APPROX. JOINT LOCATION & SPACIN 2. SEE SHT. S-0, GENERAL STRUCTURAL NOTES, FOR LAP LENGTHS. 1. SEE SHT. S-0, GENERAL STRUCTURAL NOTES FOR LAP LENGTHS. 2.) SAWCUT SLAB WITHIN 12 HOURS OF INITIAL FLOATING. mil FTG. CORNER REINF. DETAIL r2"\ 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-1 SCALE: NTS THICKEN SLAB & EXTEND ACROSS TOP Of FND. EXTERIOR SLAB, WALL ® OPNG. LAP , 6" SLAB-ON-GRADE SEE FDN. PLAN OPENING BLOCKOUT TOP I-- ��-� OF FND. WALL FOUNDATION W/ #4 ® 12"O.C. TERMINATE VERT. I- '�l EXISTING CMU 5 TRANS. EA. WAY, CTRD. IN T.O.SL. SEE & HORIZ. WALL ® OPENING WALL WALL ABOVE # T.O.SL. SEE SLAB "t i� FLR. PLAN REINF. 0 / STEP FACE I OPENING VERTICAL AND FUR. PLAN 5 HOIRZ. WALL T.O.F. COAT W/BOND REINF, PER / E PLAN® mi BREAKER DTL. A ,`�cti. �" FND. WAIL & ADD HORIZ. REINF. t�, - /_ w`s BELOW BLOCKOUT FND. WALL #5I3--9- a FTG., SEE FDN. MATCH SIZE & 4" IMPORTED GRANULAR FILL, DETAILS NUMBER OF MATCH LONG. / > T.O. EXIST STRUCTURAL FILL, LIFTSCOMPACTED IN 8" MAX. TEMINATED BARS FDN. WALL, BARS / COMPACTED IN 8" MAX. PROCTOR.TO 9SEE GENERALO r-99 SEE PLAN - / T.O.F. LIFTS TO 98% OF AASHTO T-99 - " #5 Z-BARS W/ - SEE PLAN PROCTOR. SEE GENERAL STRUCT. FOR REQU. ELEVATION ROUGHEN AND STRUCT. FOR REQU. EXISTING CONCRETE OF EXISTING FACE STD.MATCH HOOKS OF EXISTING FON. MATCH LONG. � FOUNDATION PRIOR TO POURING BARS FCTION WALL e - NEW FDN. WALL STD. 90' HOOKS '` #5 � 6 SLAB-ON-GRADE � SLAB/FND. WALL @ WALL DENG. -r" MATCH LONG S-1 SCALE: NTS s-1 SCALE: NTS - BARS FoorlNc (ESTEP FOOTING DETAIL REINF., PER S-1 SCALE: NTS -' ^p \ DTL A/S-2 B" \ SIM. T.O. EXIST. T.O. FTG. r �,/ FTG.. SEE SEE FLR. 4" SPLIT FACE PLAN PLAN CMU, MATCH 1 r-I EXISTING - - 7 1--4 I • EXISTING CONCRETE SEE C-1 FOR * I 1 I HORIZ. & VERT. FOUNDATION FINI )- #5 ® 12" L J REINF. PER A/- WALL NOTE: ATTACH NEW FOOTING AND FOUNDATION WALL TO EXIST. SH GRADE ELEVATION O.C. VERT. I I 1 FOOTING, FOUNDATION WALL AND MASONRY WALL W/ #5z2"-0" f ?/ 'r� �� • ® 12" O.C., W/ 6" EMBEDMENT DRILLED AND EPDXIED (HILTI HIT HY F'• �/ z ( - 150 OR EQUIVALENT). LAP TO LONGITUDINAL FDN. WALL REINF. #5 10" O.C. SEE C-1 FOR 1 c MI i FINISH GRADE I r i 1 (EFOUNDATION DETAIL ELEVATION SCALE: NTS L8x6x%" VENEER 2.. / •,' \�� I T.O.W.(E) = 5-1 LEDGER W/ DIA. x 5" '�.�/✓ /� 1 4995.02 EMBED ® 16" D.C., H.A.S. CLR. (4993.68 ROD USING HILTI HIT HY150 ` 1 0 Sim.) 6" SLAB-ON-GRADE W/ .; #4 ® 12" O.C., CTRD. EXISTING IN SLAB, SEE DTL. 5/S-2 SLAB #5�„ O.C. DOWELS CONN. DF VEAL TO EXIST. PER e T.O.SL. _ I Ya" PJf DETAIL 7/S-2 <; ,_.. 4990.35 ! .. 6" SLAB-ON-GRADE W/ </'— #4 ® 12" O.C.. CTRD. -f T.O.F. 6" SLAB-ON-GRADE W/ EXISTING 7�t`t s4fs.� = IN SLAB, SEE D L. 5/S-2 - ° 4989.85 #4 ® 12" O.C., CTRD. FDN. WALL 4986.85 1-10" _ IN SLAB, SEE DTL 5 S-2 ® SIM.) • • 4990.35 Ya" PJF / a EXISTING T.O.SL. = 6" SLAB-ON-GRADE W/ FDN. WALL 4990.35 #4 ® 12" O.C., CTRD. EXISTING • • - • • ti �-+t S t!� T.O.F.(E) IN SLAB, SEE DTL 5/S-2 Ya" PJF r SLAB IN // ® • . n ® SIM.) .. �>< �,. 4990.35 • • • - ...__.( i 4 v tr -T 49F 6.B5 \ ✓r2�._tx 3's _}"3 r J >.is ✓ y .✓' _...._ _._.. .._.... _..._.. _......_ 4`l-5. S, i 4°3" •; .-- EXISTING _... ._.... , FOOTING \_EXISTING FOOTING (FOUNDATION DETAIL (EFOUNDATION DETAIL (EFOUNDATION DETAIL (EFOUNDATION DETAIL S-1 SCALE: NTS S-1 SCALE: NTS S-1 SCALE: NTS S-1 SCALE: NTS VERIFY SCALE! REVISIONS t DRAWN BY: RJL PROJECT NUMBER NO. DESCRIPTION DATE BY THESEPRINTS MAY BE CITY OF BOZE MAN 0417.055 REDUCED.LINE BELOW (\'{ 2880 Technology Blvd.W. CHK'D.BY: NJM MEASURES ONE INCH ON . r MORRISON Ertg/nears Bozeman,MT 59718 '�. LYMAN CREEK WATER SYSTEM-DECHLORINATION PROJECT SHEET NUMBER ORIGINAL DRAWING. Surve yors NATE J. �% APPR.BY: NUM BOZEMAN MONTANA 9 Scientists MENUEZ w ---� !� � INC. o.t 739 E W� D E: 06/2010 DRAWING NUMBER MAIERLE C Planners Phone:(406)587-0721 o O.A.REVIEW ry�^ MODIFV SCALE ACCORDINGLY! An Entplo ce-Ow'ned Com' Fax:(406)922-6702 rr STEP`E G� FOUNDATION DETAILS l\, G/. Y pany IIS Y: JRN N:\0417\OSSUlCAO\Struct\Dwgs\S-2.dwg Plotted by mike hickman on Jul/tY2010 cony Gl r MoewsoNealEw.E.rc+c.,mm "n� �� TE: 612010 3'-0" 8d'S ® 6" O.C. BACKSPAN 3'-0" 3 )"0" (MIN. APA RATED ROOF 8d'S ® 6" O.C. SHEATHING, SEE 8d'S ® 6" O.C.BACKSPAN PLAN APA RATED ROOF APA RATED ROOF i SHEATHING, SEE SHEATHING,PSSEEE PLAN ( SIMPSON DIA. THRU- SIDE)OF 2x8 (ONE RAFTER), FUL LVL BLKG. BOLT, TYP. - �f ( ) , A34 I 6" 2 2x8 (ONE EACH CONNECTED TO LVL �" DIA. THRU- TYP. Ip 'fEf�F SIDE OF LVL RAFTER), FULL DEPTH I APA RATED ROOF 1'-p" BOLT, TYP. LVL BLKG. CONNECTED TO LVL I" RAFTER AS SHOWN 6" (2) 2x8 (ONE EACH 2X BLKG. LVL RAFTER, 8d'S ® 6 D.C. SHEATHING, SEE T.O.W. = T.O.W. - RAFTER AS SHOWN T.O.W. = PIAN T.O.D.SEE NOTE LV SEE PLAN - SEE NOTE CONNECTED SIDE OF LTOA LVL VARIES SEE PLAN VARIES 10d TOENAILS SIMPSON H2.5 SIMPSON H2.5 ® 12" O.C. LVL RAFTER, '• TOENAILS RAFTER AS SHOWN 10d TOENAILS SEE PLAN ® 12" O.C. ® 12" O.C. EXISTING 2x6 P.T. SILL PLATE 2x6 P.T. SILL PLATE (4) 2x6 P.T. SILL PLATE ROOF ASSSEM EXISTING LY 2x P.T. PLATE, BEVEL 2x P.T. PLATE, BEVEL 2x P.T. PLATE, BEVEL (2)10d"S TO MATCH ROOF SLOPE, TO MATCH ROOF SLOPE, TO MATCH ROOF SLOPE, @ 6" 0.0 ATTACH TO SILL PLATE 3's" DIA. x 7" EMBED " DIA. x 7" EMBED ` fie" DIA. x 7" EMBED z A.B. ® 4'-0" O.C. A.B. ® 4'-0" O.C. • ATTACH TO SILL PLATE ATTACH TO SILL PLATE A.B. ® 4'-0" O.C. `� W/(2) 10d'S ® 12" O.C. W/(2) 10d'S ® 12" O.C. W/(2) 10d'S ® 12" O.C. LVL RAFTER, FON. WALL AND FDN. 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 HILT[ 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 (ROOF FRAMING DETAIL QROOF FRAMING DETAIL PROOF FRAMING DETAIL S-1 SCALE: NITS S-1 SCALE: NTS S-1 SCALE: NTS S-1 SCALE: NTS T.O.W. VARIES, SEE PLAN 4993.50 4991.50 //5 ® 12" O.C. VERT. #5 ® 10" O.C. • #5 T,'. O.C. DOWELS Ya' PJF 6" SLAB-ON-GRADE W/ "-9" f/4 ® 12" O.C., CTR'D. IN SLAB, SEE DTL. 5/S-2 T.O.F. _ 4989.85 0 6 .d ,_•"C .r`a -.0 ?a+.L "C 1 k"i -rT Y--s,.y'-1 r a A 4'`3" RETAINING WALL DETAIL S-1 SCALE: NTS VERIFY SCALE! REVISIONS =b.Y.da' , DRAWN BY: RJL PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY = M �''r1 CITY OF BOZEMAN 0417.055 REDUCED,LINE BELOW 7-t T� 2880 Technology Blvd.W. CHK'D.BY: NJM MEASURES ONE INCH ON - ®{,�{„�T�®�T Engineers Bozeman,MT 59718 '. LYMAN CREEK WATER SYSTEM-DECHLORINATION PROJECT SHEET NUMBER ORIGINAL DRAWING, RRI 1{( Sunreyors NATE J �'; APPR.BY: NJM BOZEMAN MONTANA 10 AT7�-{�7H-��T Scientists MENUEZ w; 1111JRLE ATE: O6/2010 �~ r 1 jt INC.1 Planners Phone(406)587-0721 No 15739 PE L"s' DRAWING NUMBER 9 Fax:(406)M-6702 .A.REVIEW ROOF DETAILS S_3 MODIFY SCALE ACCORDINGLY! An Employee-Owned Company / 5 - JRN N:\0417\055VaCAD\Struct\Owgs1S-3.dwg Plotted by mike hickman on Jul/112010 GOPYRiGM s Moawsw,-rwlcw.e.INc.,mm D E: 612010