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12655 SW NORTH DAKOTA STREET-3 EXISTING S. W. I ( FIRE HYDRANT NA<< 19L V0. \� WASHINGTON I I SQUARE PROVIDE STRIPPING WITH NO PARKING z DESIGNATION AS SHOWN FOR THE FIRE TURN AROUND HAMMERHEAD AS } 0 I I REQUIRED BY THE 25' / 45' RADIUS 3. ` REQUIREMENTS F a PRIVATE INGRESS EGRESSui ,_ p PO �s cn „ x 206.17 — N. 89D 54 18 E. SGN �- W p wI M 7j -- 24 -0 PROVIDE 5'-0” WIDE EXTENDED CONCRETE o� NORTH DAKOTA T ( I I -" �+► SIDEWALK FROM THE EXISTING WALK ON NORTH 5 W. DAKOTA TO THE EXISTING EXTENDED WALK FROM - - - THE ADJACENT PROPERTY AS SHOWN EXISTING STREET CURBING AT I I I I EXISTING PRIVATE INGRESS / EGRESS TO REMAIN SITE-- -8 o I EXISTING FIRE HYDRANT 77 TYPICAL 00 / / PROVIDE 24'-0" MINIMUM WIDTH / r / owl COMPACT / ACCESS DRIVE WITH 25' X 45' VICINITYP I t INSIDE AND OUTSIDE MIN. TURNING T C D it Tit / RADIUS FOR FIRE ACCESS , � [=0 � f TURN , R9G�JNN.T,S. TYPICAL PARKING BAY: 9p ! 18'-0" DEEP X 8'-8" WIDE 39908 $ v I I � /. I PROVIDE 2" WHITE STRIPING AS Qj' O I Y ( I I ' __ __._. ___._ I SHOWN OVER ASPHALT DRIVE AND , Q PARKING 6" EXTRUDED CURBING AROUND PARKING FUTI I I o0 , WAY RE PAVED CELL PAD ACCESS It q0 I a � l I , I I / �� 1 ``� / - FT PROVIDE TWO 18'-0" DEEP X 12'-0" WIDE INN COI �� °r° � � � N ACCESI LE I HANDICAP PARKING WITH 10'-8" COMBINED ---'---- - - I 9 TH SIGNAG ACCESSIBLE IRECTI N L SIDE LOADING BAY STRIPED AND MARKED o v + I _L [i��J , I SIGNAGE POINTING T FOR ACCESSIBLE PARKING ONLY Z I I G - I FLUSH AVING TO CONCRETE - NO RAMP 3 IKE LE CU ��? 0 SEE ENGINEERING GRADING PLANS PARKING --PROVIDE THREE RACK BIKE PARKING AT o THE ISLAND AS SHOWN I i ZI I0 ._ � 1� ~ 5'-0" CONCRETE WALK 120'-0 24'-0" -1a'-0"- - PROPOSED BUILDING PERIMETER I I I I TYrICA� TYPICAL TYPICAL .. ... . .... .... . ......... .. .. ..... APPRO%: 72'-6" 36" EO D BUILDING — OSE I I '..... .' - � GE PLANTER AGAINST PROP ........ ... .......... .. '.... .."...... .'.'. •'" "' THE ACCESSIBLE PARKING STALL EAS, OF THE AISLE '�-- SHALL BE DESIGNATED VAN ACCESIBLE AND SIGNED 0 IN ACCORDANCE WITH OSSC, SECTION 3104 (A) I ( O - 7200 SQ. FT TOTAL OFFICE BLD .'.'..'.'.'..'.'.'.'.'.'.'.'.' . BLDG. Z - APPROVED HANDICAP SIGNAGE 20.57 TOTAL CARS REQUIRED t3'-6" PROVIDE CAL PROPERTY LINES I o oTA .44 T L SPACES PROVIDED..' ........ FUTURE CELL ONE SITE PAD i I I W Q U I W I I EROSION CONTROL PLAN: I _ c5 I _ . WETBACK .� PROVIDE 36 MIN. SILT SCREEN FENCING I R I _ r- Clr E OS ON CONTROL OL AROUND THE ENTIRE NORTH WEST, SOUTH, I I 1 _ _ _ A D EN E E U AROUND -__ __-_. C W ND NE T T� AND SOUTH EAS SIDES OF THE PROPERTY 1 .. w P., UR N INLET LE N ! TH INSTALLED E INTO EXISTING I A 6 I LLO E GSULB 5Euj 1 I _ _ U D RIf`G CONST.T O S . I F R T MIN. AND BACK ILL D ACCORDING ING TH I E CC 0 0 E � Z F T Y R MINSPECIFICATIONS 0 HE CIT F TIGA D. 0 _ I I S I I I 1 * ALL ON SITE EROSION S TO BE CONTROLLED LL- AND AND DNERTED TO NOT EGRESS .H SITE J ESS E - t/ II I PERIMETER DURING CONSTRUCTION. 0 ACCESSIBLE DIRECTIONAL o • PROVIDE 'WETSACK' MULCH FILLED BAGS AROUND w I I I I SIGNAGE POINTING TO I II ALL NEW INSTALLED SURFACE DRAINs TO THE ACCESSIBLE CURB b I cv I PREVENT ANY SITE EROSION ESCAPING INTO I I RAMP PER 3106(b)4 I THE NEWLY INSTALLED UNDERGROUND STORM Q W DRAIN SYSTEM PER CITY OF TIGARD REQ. 0/ 205.92' — S. 89D 52' 7" W. IV 48" REAR CONCRETE ACCESS WALK FROM cy/ REAR EXITING DOORS G I - w'ATI.R QUALITY AREA AT SIDE OF (J PROPOSED BUILDING - SEE ENGINEERING 12'-0" X 8'-0" GARBAGE ENCLOSURE WITH 48" PERIMETER DOUBLE SIDED FENCING O AND DOUBLE SWING LATCHED GATE DOORS II AT THE FRONT AROUND THE PERIMETER 0 ry EXISTING STREET CURBING AT NORTHCAKOTA ___ 4< w o (� ` 1 Q I I ---EXISTING -- FIRE HYDRANT L ^ c I i A19l1Dlnnnll.. . ....... ...... .... .... .... .._ Q O aLTEPLAN___ �,� Y—. , - ud . ....... .:.... .................::::: ter. o w V, 1� om -.N^'v th�� ;�;;II;, c' � w cnzi _SCALE: 1/16" 1._O., - — - t' :, ", uw Z ¢ rQ ^ ........................( 1 (', Z Z Q p o PARCEL j u X b wcn x ox o�� .[ �: w Q o 4) ,n y RECORDED AS DOCUMENT NO. 93045050 _._. '- - _,... _ � � � < Q '- ui �' w Y ¢ ',11 96 0012,PLM 98-OrI%"I IN THE N . W. 1 /4 SECTION 34, T. 1 S. , R . 12 . , W. M . Noy,;,,_oog s1 EC 1 .004 CITY OF TIGARD , WASHINGTON COUNTY, OREGON 6UP 9¢-0080,MEC 96.0043 MAY 25, 199 .E I If this 110 icr appears clearer 111,111 the document, (lie document is of marginal quality. . IIII fill fill 1111 Illi IIN11111 1111111111111114111111 24X 31'-4" 16'-4" — 16'-4" a 12 : E Dow I \ / I REALTORS, INC.F7�777MMTT77 \ _ _ SZ L \ - I kV. I Ij-jIi;.jj . 1- I" 1111iIIIIIJ j I 11.1-11 m I - I I I-T I i 6 � •' I. - - -II• - - - _ - _ d - - '• •. •• •• •_• i 1 I I I I ,u 11 !1 IIIt♦I •,II i -- L '... II. •Y I, - I L r I Ili � .. . . . . . . . , . , I� � �I 111 n . . M'• fliw• • . •• . , .. .. . T I . . .. . '.. . ', . . •• • • .. . III ( T ', .. - - I I- 1 I I• I I I 1 ,�tl -nIIII I I A ,i ,% , JL4 IM 1 ,i• •Y I• Z I I I • d _ 1 L ILAJ It IT -T— I L...j TTI =Lj r• U . B . C. CODE COMPLIANCE '� QTA d' . R TH BUILL)ING ELEVATION ------ t :p SCALE: 1/4" = 1'-0" 1 . MAIN OCCUPANCY: B-2 / LEASE SPACE B- 2 2 (TABLE 5—A) kj 2. OCCUPANCY SEPARATIONS: NONE IN BUILDING OF SAME USE OCCUPANCY NOT EXCEEDING MAXIMUM AREA (TABLE 5-13) 3. CONSTRUCTION: TYPE VN -- NON RATED WOOD FRAME _.---_--- - •-- .......__ _ ..__......... ... ____.... ... CONSTRUCTION WHEN UNDER 8,000 SQ. FT. z N (TABLE 5-C) o Q 4. SINGLE STORY, 40'-0" MAXIMUM BUILDING HEIGHT ~ FOR B-2 OCCUPANCY -- APPROX: 28'-4" PROVIDED Q (TABLE 5-0) > 5. SANITARY FIXTURES: TWO WATER CLOSETS, TWO LAVATORIES _1 U z REQUIRED FOR 0-100 PEOPLE 2 PROVIDED FOR 53 LiJ IO OCCUPANTS IN COMPLETED SECTION, ONE WATER CLOSET AND ONE LAVATORY PROVIDE FOR LEASE AREA IN (' ANTICIPATION OF LESS THAN 15 OCCUPANTS AS REQ. z W V m BY NOTE #1 IN FUTURE DEVELOPMENTF-- TOP OF T,J.L, _ - - I (TABLE 5-E) [] Q W _ �OjT01� QETA, 1 - - _._..... T.O.P.-.OF 6• 5228 SQ. FT. FINISHED OFFICE SPACE AREA AT 100 SQ. FT. w - PER PERSON EQUALS 53 TOTAL OCCUPANTS. SECOND DOTt)F ,T,j. Z.. �. EXITING REQUIRED AND PROVIDED AT 1 /2 THE DIAGONAL X o 0 - - - - DISTANCE OF THE TOTAL BUILDING - FRONT AND REAR. N DROP CEILING - - _ - - - - � L - - � Uj c� ------- _.. � U- - --- - ---- - --- -- - ,_ (TABLE 33—A) I .1011JI Illini1 I I ni w II w N - xw CL � cr < ry C:d CD Q o _T T cr- LAJ V) 1-4 w w cr O 0 N _ I00 11 C-4 Lo L CI ry I 1- rLOOR SLABL_ I _- - - J=1FLOOR SLAB c3 p cY Q Q W $.: L,J Q, , o � Ucn wZ mf—'� o WESLIIIQUILDIN W —J43c " = W �, Z =� �" c_ Q Z < zQ j �.E- SCAI- i 4" - i' c,, ��_ '�` p ~ 7 -j o —i ED x TO o — ) U T_ Q m �, ?� ox TO U W (n aY nu o . U = Q Q fZ' ai o F- J Uz z < a Q — Ice- cn LLJ C ) ' Y North Dakota Stpeet, 12655 SIT 96-0012,PLM 96-0021! BI-11"O',0080,HEC 96-0043 2 of 17 If Ibis 11olice appears clearer 01"m file document, the document is of marginal qualify. 24XC D ��,�' ��Iil��•('�;; - ,�1-i�I�� i�ll1��I�ii,(I I�I�I�l�l�l�;l I[,t�l�i�� '�' �:1�(. ili t Ilk nllllllll�lllill Inl�llll Il iiltli ��Illilil Illlk�a nllllnllllnitlll�ll�llllll Ilnl 6 12 000 1. - - - _ - - - - - -- 7 - - L =I TOP OF T.J.L. _ _ J - 00 Z _ BOTTOM OF T.J.L. _ T - 1 T - . 1=_:T: ..l-_ DROP CEILING mij 11� Iiijtlal 11 ! �.tiHT 111111111111111 - - - - 1111-11-111- 1-11H-1-1 - - - - - - - [wi - - -- - - - - - - - 1 . S Li 7. L N Ln .. FLUOR SLAB SOUTH BUILDING ELEVATION �t SCALE: 11/4" V-0" • PROVIDE WEEP HOLES 24" ON CENTER ABOVE THE LOWER STL. ANGLE AT THE BASE OF ALL MASONR', VENEER AND AT �� O OR SLIGHTLY ABOVE THE LOWER GRADE IN COLUMN VENEER BASES INSTALL MASONRY VENEER AS REQUIRED BY THE ATTACHED SPECIFICATIONS FOR VENEER ANCHORS AND STRUCUTRAL NOTES SEAMLESS CORRUGATED METAL ROOFING AT PITCHED ENTRY ROOFS OVER 30# FELT INTERWEAVE ON 1 1/8" T & G PLYWOOD SHEATHING ON 2 X 4 STUD PONY FRAME WALLS AT 48" O.C. SET ABOVE THE LOWER M T.J.L. ROOF FRAME z TYPICAL ROOF: v Q 4-PLY TORCH DOWN BITI:;,4"N ROOFING ON L_ w INTERWOVEN 30# FELT BASE ON 5/B•' PLYWOOD 1—' I w SHEATHING ON T.J.L. JOISTS BELOW AT 24" O.C. Q d -- 12" TOP MASONRY SOLIDER COARSE WITH GALV. � Q, Ll CAP FLASH ABOVE FRAMED PARAPET WALL AT REAR L Lj W - FIELD MASONRY VENEER BETWEEN ROWS OF V VERTICAL SOLDIER COARSE RUNS I . ' - 12" BASE MASONRY SOLDIER COARSE ABOVE LOWER LEL. 0 STL. FLANGE CHANNEL - - - - - - - - 1111 11 F1 Mm 11111 / III I TOP -4F_.T.J.L. ... ...... ...... .. _......... - ---_ - .-.._-_ - -_.... _. ....._.. . TOP_0� T.J.L. -< LIJ - '00 ao _ POTTOM OF T.J.L. - - - o a�cr_ J s _ _ O - - - - DROP CEILING -- - - - - --- - cv - ._. DROP CEILING _ - (y - ttl - - - - - - i -- -- - —--- - ,—. 7 S _ - 1 1/2" BUILT - UP DRYVIT SIGNAGE BANDINGIAJ �-+� V - : ; - - -� : : _ _ - AROUND THE BUILDING PERIMETER WITH COLOR 0 Lu - - ACCENT AT SHOWN Q U- - PROV.DE 200 WATT WALL FIXTURE LIGHTS AT EACH MASONRY _j _.. - . . ... - ' • --. - . . - .. - _. ✓� COLUMN AT EACH SIDE OF THE FRONT ENTRY a �/ ) Q� - TYPICAL WALL: F_ Q 3 _ _ 0 z 1 HOUR WALT_ ASSEMBLY ON THE EAST - ; ? - - - DRYViT FINISH ON TYVEK' BUILDING WRAP ON z o W 0 FACING WALL AS SPECIFIED AND DETAILED - i i - i ' , i i i _ i _ / 2 =� w w ON THE MAIN FLOOR BUILDING PLAN 1 2" PLYWOOD SHT'G ON X 6 STUDS AT 12" O.C. w _ _ - 24" TYPICAL MASONRY COLUMN AT 15-0" O.C. �' 0 0 PROV1DE 12" BASE MASONRY SOLDIER COARSE BASE ATco in iv :. :. . :. . :. . :. :. . :. . • • :. . i� -` '- :. :. . : . THE BOTTOM OF THE COLUMNS AS SHOWN N '; . '. •' •' •' • ' '; PERIMETER SIDE WALK AND GRADE AROUND , BUILDING AS SHOWN ON THE SITE PLAN FLOOR SLAG 77 1 i riFLOOR SLAB — W TYPICAL FLOOR: CARPET AND PAD ON 5" CONCRETE SLAB WITH N4 BARS AT 24" O.C, EACH WAY ON 2" SAND BASE ON VAPOR BARRIER ON 6" MIN. COMPACTED GRANU'.AR FILL 20 MINUTE RATED S.C. STEEL SIDE ACCESS DOOR IN EAST FACING BUILDING WALL -- — PROVIDE 200 WATT FLUSH FIXTURE LIGHTS AT EACH SIDE UIZ U w D✓ < O w rn � OF THE REAR DOOR AS SHOWN SET 7'-6" ABOVE THE O W cn w z m I- ;i EASI.BUILDING ELEVATION w _rrt < cn Q FINISHED FLOOR ELEVATION Z W N = N z 3: 1. ��----- ---- • BUILDING SIGNAGE AND DESIGN UNDER SEPARATE PERMIT w i— � w J ±W i SCALE: 1/4 AND APPLICATION, SUBJECT TO APPROVAL BY THE CITY x a OF TIGARD REQUIREMENTS AND REGULATIONS Z = Q v M.v 1_11 (r) R' r i.c Lu T QH LL) c_ Ln a 0 0 z _.__ o = _3 w c� Q > � V) 5 Q � UY c~n � nrrn. North Dakota Street,12655 SIT 96-0012,PLM 96-0021, BLIP 96-0080,MEG 96-0043 3 of 17 1;� - If this Notice Ippears clearer !11,111 the document, the document is of marginal quality.CD 1 { II t . 333 � 111 !! 1 t• 24X - �h `ti �i�N ��l�i!�►!iult!�i iniliiii �inlfRi� �i��ii� i!i!�ur !miu!!I�!!!li!!! iN�lmi gut �: _ 41' STRUCTURAL NOTES: LIVE LOADS - ROOF: 25 P.S.F. MINIMUM POOF SNOW LOAD (SNOW BUILD-UP LOADING AS PER S.E.A.O, SNOW LOAD ANALYSIS) WIND: U.B.C. 80 MPH EXPOSURE "B" ^ SEISMIC:U.B.C. ZONE 3 - 1991 EDITION A D C D C GENERAL 1 4 1. UNLESS OTHERWISE NOTED, MATERIAL AND DESIGN SPECIFICATIONS I 1 —PROVIDE ACCESSIBLE APPROVED DRINKING CITED HEREIN SHALL BE THOSE CONFORMING TO THE VERSION OF THE 1 I I I FOUNTAIN IN ADDITION TO A DRINKING APPLICABLE SPECIFICATION OR CODE MOST RECENTLY ADOPTED BY THE I 1 I I FOUNTAIN AT STANDARD HEIGHT PER PERMITTING l,UTHORITY. THESE STRUCTURAL NOT-ES ARE TO BE USED I SECTION 3108(D(d) AS A SL. PLEMENT TO THE SPECIFICATIONS. L - 120 -0" - 2. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS. II --r� TYPICAL INTERIOR NON BEARING WALL: 22'--2 7 -8' 14'-•2" 7'-4" 4'-4" 7'-4" 9'-9" 9'-9" 12'-0 11'-8" 13,-Io" 1/2" INTERIOR GYPSUM BOARD FINISH ON 3. A. SHOP DRAWINGS SHALL BE REQUIRED ON: REINFORCING STEEL, I EACH SIDE OF 2 X 4 STUDS AT 16" O.C. STRUCTURAL STEEL, AND GLUE LAMINATED MEMEBERS AND SHALL BE PROVIDE 52 GAL, ELECTRIC REVIEWED PRIOR TO FABRICATION. WATERP-EATER FOR THE SIN(: I II I I , I I I I PROVIDE 24" MASONRY VENEER COLUMNS I I /R.01 I M AND BATH IN C,1.05ET � I FROM THE FOOTING BASE AT 15'-0- B. 5 0 B. SHOP DRAWINGS, STAMPED BY A LICENSED STRUCTURAL ENGINEER I I CENTER TO CENTER AS SHOWN ON THE IN THE STATE OF OREGON, SHALL BE REQUIRED ON: PREFABRICATED EXTEND 6" DIA. GALV. STL, I I I I I I I 1 I BUILDING ELEVATIONS JOISTS. DRAIN PIPE FROM THE ROOF _J I 1 p A I 1 ! I ► I t _ I DRAIN ;',BONE — }- I v r'1 PROVIDE ROUGH OPENINGS IN THE 2 X 5 WALL UNLESS STATED OTHERWISE IN THE SPECIFICATIONS, SUBMIT ONE 1 I I FRAME AS SIZED FOR ALUMINUM STORE FRONT PRINT AND ONE (1) OZALID (SEPIA) REPRODUCIBLE FOR APPROVAL OR I I ( I I I I I INFILL CORRECTIONS. I I z o I I I 1 - F I I I I I ILINTEL ANGLE OVER THE LOWER 4. FIRST FLOOR SHALL BE PERMANENTLY ATTACHED TO WALLS OR SHORE Q w Q WINDOW OPENINGS WITH MASONRY VENEER WALLS PRIOR TO BACKFILLING AGAINST STRUCTURE. 3 rn 3 AS SHOWN IN DETAILS AND ELEVATIONS _ _ _ _ _ 6_ 0X8 .0. __ _________ / __f_ _ _ ___ __6/0X810 R_0. -_ 12�OX8/0__0.-_-- 12/0 8_/0 .__-- 1_2OXOXVO_R.O. � _ 15. THIS STRUCTURE AND ALL OF ITS PARTS MUST BE ADEQUATEELY BRACED - - — - - -- -- _ -- AGAINST WIND, LATERAL EARTH AND SEISMIC FORCES UNTIL THE EXTE RIOR END WALL - 1 HOUR - _ - ' ' "' ' 000 PERMANENT LATERAL FORCE RESISTING SYSTEMS HAVE BEEN CONSTRUCTED CONSTRUCTION TABLE NO. 43-8I • AND ALL ATTACHMENTS AND CONNECTIONS NECESSARY FOR THE STABILITY 17-'.1 SI ANG OVER 1/2" GYPSUM 1 B I OFFICE E BROKER�O ER I I T OF THE STRUCTURE AND ITS PARTS HAVE BEEN MADE. SHE THIN ON 2 X WOOD STUDS 1 p B 13'-2" X 14'-4 j ?99 AT 1 0 C. WITH 1 3/4" BY NO. j N .I _ OFFICE OFFICE OFFICE OFFICE 6. ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE 'a) 9'-5" X 11'-6" 9'-5" X 11 -611 111-8" X 11'-6" 11'-4" X 11'-6" 10 11 G UGE BY 7/16" HEAD GALV. I N a' SAME TYPE. AND CHARACTER AS SHOWN FOR SIMILAR CONDITIONS, NAIL DIAMOND POINT NAILS AT I C ACCESSIBLE APPROVED N o OF 6 I� SUBJECT TO REVIEW BY THE DESIGNER AND ENGINEER. 4" C _ rY'E 2-A O DRINKING FOUNTAIN Q © I I , o ;1 INTE IOR FINISH 5/8" TYPE 'X' I FIRE EXT. CV I� 100 7. ALL PRODUCTS AND MAT-RIALS USED BY THE CONTRACTOR SHALL BE GYPSUM WALBOARD WITH 6d CEMENT I 00 - ""' m 0 0 O 1 to APPLIED, PLACED, ERECTED OR INSTALLED IN STRICT ACCORDANCE WITH COATED OX NAILS AT 7" O.C. PER I F� x--48"X30' CLR. I� TABLE N . 43- 16-1.6 I i I ACCESSIBLE a w I THE MANUFACTURER'S INSTRl1CT'ONS. 1 OFFICE -'I AREA 51_011 281 1 26, rn 8. SPECIAL INSPEC11ON IN ACCORDANCE WITH SECTION 306 OF THE � TYPE XT. U.B.C. SHALL BE PROVIDED FOR THIS STRUCTURE, AND SHALL INCLUDE: I , 0 10'-6" X 11'-6" FIRE EXT. IP (z) 4/oxs/o FIXED CENTER WINDOW FRA ES ETW EN A. CONCRETE T SHELVING O ©' 7 GALL +L i' A F--_� F---� 1 O THE MASONRY COLUMNS S SHOWN - VERIFY SHEAR WALL CON TRU TION ON q `•' I HOUR BE STL. COLUMN WRAP 1 W I s ' I 9/I I dl I I SHEET A-6 - TY (CALz coI ISK HTI ISK TIB. BOLTS INSTALLED INTO CONCRETE W ACCE I id 48tx4 48V(4 p PRIOR ?0 WALL FRAME ASSEMBLY 1 0 C. REINFORCING STEEL 6 � �� = � rri " I O . L__ _ _ I, .I I I BFIOKER/0 ER 1 D. WELDING WITH (2) AYERS 1/2- GYPSUM BD. I A � v.___� �.!_�,I Io ADHESIVEI,Y SECURED TO COLUMN W , N OFFICE Q CONFERE CE ,3'-2" x 14'-8' Ico N0. 8 GAUGE WIRE TIES SPACED 15 I LEASABLi6 ' 9'-3" X 10'-l" 0 191-10" X 14'-4" 1" SHIM AND WRAP G^ SUM BOAFD SITE PREPARATION O.C. EXP SED CORNERS TAPED AND I 811-2.. 14 - F, F-- FLEX SPACE 1694 SO FT OFFICE ! la) INTERIOR FINISH AR ND THE EXTENDED TRE TED PER TABLE 43-A 1-7.1 • tx! • I� ' �I x I48�1(48" I 148V(4b PREROLL THE AREA WITHIN BUILDING AREA AND 5'-0" MINIMUM AROUND THE I 28'-10" X 59'-0" Sc IT 9'-0" X 1T- O" 16 00 61 `j ISK�HTI IsK HTI 5X5 T.S. COLUMNS OM ABO BUILDING WITH A HEAVY VIBRATORY ROLLER OR LOADED DUMP TRUCK MAKING _ _ _ _ _ o a, Yi C PUT R o N �!- _ �� CJ o AT LEAST THREE (3) PASSES OVER THE ENTIRE AREA. ANY AREAS WHICH ,2 ', o - it OFFICE 8'- X 7' 8" G ® _ _ _ _ I EXHIBIT EXCESSIVE WEAVING OR DEFLECTION UNDER THE WEIGHT OF THE iv `O 10'-6" X 11'-6" SHALL y� , (2) 4/OX /0 IXED i 4/0x5 FIX 4 0X5/0 FIX D 4/0X5/0 FIXE I TO 04 ROLLER OR DUMP TRUCK SHALL BE OVER-EXCAVATED AS NECESSARY TO REMOVE 11'-2" 4'-4" 9'-4" 8'-6" 8'-11" 9'-7"'� 2O'-2" 4'-4" 13'-10" 'O I __ ANY UNDESIRABLE SOILS IN THE AREA AND BACKFILLED WITH CLEAN, WELL A '� E 2-A -- I 0 GRADED SAND OR SAND ANG GRAVEL MATERIAL. I -FIRE EXT. IO I I — - RECEPTION COUNTER I� in CONSULT THE FOUNDATION INVESTIGATIVE REPORT, WHICH IS PART OF THE OOR CENTERLINE _ 3/4 HOUR RATED DOOR WITH RAISED LEDGE 1 � _ o I �� PROVIDE A 36" MIN. WIDT ACCESSIBLE APPROVED PLAN SET, ALSO AVAILABLE AT THE DESIGNER'S OFFICE, FOR ANY CENTER BETWEEN I ASSEMBLY REQUIRED OFFICE G) - -I � �a I w_ � Ice '�� I� COUNTER AT THE ENTRY ECE TION AREA �. ADDITIONAL INFORMATION. MASONRY COLUMNS G I 10 -6" X 11'-6 1 � O I 0 "T "' "T 1ix 1 BROKER 0 ER 1� F OOR PER OSSC,NO MORE THAN 6S SECTIO 3 H gkwIN12HED <xc " p BICC IC 81CL C BICC R CEP'TION 1 —L— --- i� > > Q I St T II 13'-2" X 14'-8' STRUCTURAL FILL OR BACKFILL, I x 7 —a' 7'- " x -611 7'- " X 7 -8' �'- " X 7 -8 , w 1 HOUR P,LL : -I i, ALL FILL AND BACKFILL PLACED IN THE BUILDING AREA AND BENEATH PAVED CON TRU TION AT 11'-2" 4'-4" 8'- 0" 8' ci -O'l 81-0" 8'-0" 4" 0" - SURFACES SHALL BE DENSELY COMPACTED. SUCH FILLING AND BACKFILLING SHALL BE ACCOMPLISHED AFTER REMOVING ALL VEGETATION, RUBBISH AND THE L EAS BUILDING _� - ; � � r ; ® I a EXISTING FILL, STRIPPING ALL TOPSOIL (6" MINIMUM) AND PREROLLING WITHIN THE BUILDING AND PARKING AREAS OR FOLLOWING OVER-EXCAVATION � I I ® ® OA 0) w � Z IN FOOTING AREAS. IF GLD FILL. OR SOFT NATURAL SUBGRADE MATERIAL 3 I I IS ENCOUNTERED, OVER-EXCAVATE AND REPLACE WITH COMPACTED FILL.. ALL N 2: STRUCTURAL FILL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEE'JG 8" IN N I N OFFICE OFFIC OFFICE OFFICE N OFFICE ENTRY BROKER - �- 0 THICKNESS AND COMPACTED TO A DENSITY OF AT LEAST 95% OF MAXIMUM LP,Y I I 14'-6" X 11'-611 10'-4" 11'-6" 11' 6" X 11'-6" !�'-10" X 11'- 6" .I 11'-6" X 11'_6" 13'-2" X 14'-4" I� DENSITY, AS DETERMINED BY ASTM D-1557. THE ADEQUACY OF THE FIELD N T.v to o O COMPACTION SHALL BE VERIFIED BY RANDOM FIELD DENSITY TESTS. STRUCTURAL FILL SHALL CONSIST OF A SAND AND GRAVEL MIXTURE OR i N I'N' I� V CRUSHED ROCK, WELL-GRADED FROM COARSE-TO-FINE WITH LESS THAN 10% � 10/ (8/0 R.O. � '� � 10 8/0 R.O. n � BY WEIGHT OF THE MINUS 3/4" FRACTION PASSING THE #200 SIEVE, AND - - - -- - - _ __ 10 _ QJABOUTH 0/ 0.SHALL BE FREE OF ORGANICS, RUBBISH, CLAY BALLS AND ROCKS LARGER I 1270X870 R.� - ABO LTH HE 12 OXb ♦f�-`-- -- - -'- -----7 7b 70X$-�-k.0 1�170Xg70-F�O. �fQXB[Q�2�� HE 1', 76-x - b.---- ci 1 Q w THAN 4". COMPACTION 1°"THIN 5' OF WALLS SHALL BE DONE WITH LIGHT QP _ QP ---- - 11x — (WEIGHT, HAND HELD EQUIPMENT. EXERCISE CARE SO WALLS ARE NOT I 1 DISPLACED OR CRACKED. CONSULT THE FOUNDATION INVESTIGATIVE REPORT, ! Qf WHICH IS AVAILABLE AT THE DESIGNER'S OIFICE, FOR ADDITIONAL \--TYPICAL CEILING: 0 PROVIDE 60" INTERIOR CUBICLE I I 1 1 I I I 1 INFORMATION. WALLS WITH TRIM CAP COVER I 1 1 I I I 24 X 48" TYPICAL_ 'T-BAR' DROPPED CEILING T HUNG FROM THE UNDERSIDC OF THE T.J.L. 114 TOP AS SHOWN FOR THE FOUR I I I I JOISTS ABOVE AT A FINISHED HEIGHT OF 12'-0" INTERIOR CUBICLE SPACES I III A Q CONCRETE_— CAST—IN—PLACE I ABOVE THE LOWER FINISHED FLOOR 0 0 I I I I. ALL CONCRETE SHALL DEVELOP A MINIMUM TWENTY-EIGHT (28) DAY I I � PROVIDE MASONRY VENEER COLUMN WRAP AND n --� I_ABORATOR Y•-CURED COMPRESSIVE CYLINDER STRENGTH OF 3000 P.S.I. FOR I I I I I I I ARCH OVER THE ENTRYS AS SHOWN ON THE L.L ALL USES. II I FRONT BUILDING ELEVATIONS Q..I 14'-401 10'-8" 1'-10" 10'-2" _ 11'-8" PROVIDE (2) 3/0X8/0 EXIT DOORS AS SHOWN CONCRETE EXPOSED TO ELEMENTS SHALL HAVE 59e +/- 190 ENTRAINED INSTALLED BY THE STOREFRONT WINDOW INSTALLER AIR, BY VOLUME, CONFORMING TO ASTM C-260. 14'-4" 8" 11'-8" 81 43'-8" 8" 12'-8" 8111, 111-8" 8" 14'-4" E AT EACH MAIN ENTRY 2. A MINIMUM OF IHKtt (S) I:UNI;Kt It Itzl CYLINDERS SHALL t!t 1 1 j I �„�j 1 I ICV -U" 1 _ T *INTERIOR RECEPTION COUNTER AND 'WORK SPACE C) PROVIDED FOR EACH ONE HUNDRED (10U) Cu. YARDS OR EACH DAY OF POUR FOR EACH CONCRETE STRENGTH. CYLINDERS SHALL BE TESTED SOUNTERS AS SHOWN TO BE DESIGNED AND INSTALLED I ( BY OTHERS J AS FOLLOW:: 'NE (1) AT SEVEN (7) DAYS AND TWO (2) AT TWENTY- EIGHT (28) DAYS. CANT ADDITIONAL CYLINDER FOR STRENGTH ILn 4< VERIFICATION IF PROBLEMS DEVELOP FROM THE TWENTY-EIGHT (28) I I I DAY BREAK. I ! 3. CONCRETE CYLINDER SAMPLING AND TESTING SHALL CONFORM WITH ASTM OE Z cm SPECIFICATIONS. ACCEPTANCE OF CrINCRETE SHALL BE GOVERNED BY Q THE PROVIS!ONS OF A.C.I. 318 "BUILDING CODE REQUIREMENTS FOR D REINFORCED CONCRETE". MIX DESIGNS WITH COMPLETE SIATISTICAL C BACKUP SHALL BE SUBMITTED FOR REVIEW. R c 4. CONCRETE MATERIALS, FORMWORK, MIXING, PLACING AND CURING SHALL DOOR SCHEDULE CONFORM TO THE SPECIFICATIONS CONTAINED IN THE A.C.I. "MANUAL OF CONCRETE PRACTICE". - SIZE HANDSET MTL. 3'-0"X8'-0" SOLID CORE WITH 16"X8'-0" KEYED LOCKSET WOOD 5. AT AREAS QF DEPRESSIONS FOR SLABS AND BEAMS, PROVIDE MINIMUM A _ THICKNE6S OF DEPTH AS FOR ADJACENT AREAS, UNLESS OTHERWISE TEMPERED SIDE LIGHT COMBINATION NO D. B 3'-O"X8'-0" SOLID CORE KEYED LOCKSET WOOD Q SIU w O C 3'-0"X8'-0" SOLID CORE PRIVACY LOCK ET WOOD o tY 111 'n W Z �' 6. CONSTRUCTION JOINTS BETWEEN FOOTINGS AND WALLS, COLUMNS, ORS U 5'-0"X8'-0" 81--PASS - SOLID CORE KEYED LOCKSET WOOD � Q Z Z � Mo PILASTERS AND THE SLABS THEY SUPPORT AND VERTICAL WALL (7 _ tY 1 I CONSTRUCTION JOINTS SHALL BE PREPARED BY ROUGHENING TO A FULL E 5'-0"X8'-0" BI-PASS HOLLOW CORE FLUSH HANDSET WOOD LL o L _ d ,J x AMPI!TJDE OF APPROXIMATELY 1/4", LFAVING THE CONTACT SURFACE r ! N FLOOR B U.I L D ING PLAN CLEAN AND FREE OF LAITANCE. CONSTRUCTION JOINTS SHAL_ HAVE POLL ` CD W < .8 0I $ �, 2X KEYWAYS WHERE INDICATED IN THE ;DRAWINGS. THE CONTRACTOR SCALE: 1/8" = 1'-0" � F 3'-0"X6'-8" SOLID CORE K.EY,.D LOCKSET STEEL w = Q r? - o 0 u a$^ INTERIOR OPERABLE d. _J = U 1 W Q E- a SHALL SUBMITFOR REVIEW DETAILS OF PROPOSED ';ONSTRUCTION � I, -J � � � � _ E- 6 w JOINTS NOT DETAILED IN THE STRUCTURAL DRAWINGS. G 6'-O X6 -8 DOUBLE ACTIVE SOLID CORE KEYED LOCKSET STEEL tr Q - :D W U 7. CONCRETE SHALL- NOT _iE PLACED ON FROZEN GROUND. 3/ HOUR RATED ASSEMBLY a IZ U Y to a s H 6'-0"X8'-0" DOUBLE ACTIVE SOLID CORE KEYED LOCKSET WOOD FRENCH 1-LITE GLAZED Nor h Dakota Streei, 12655 SIT 96-0012,PLM 96-0029 I 2'-0"X8'-0" BI-FOLD EXTENDED HANDSET WOOD f'P6.OU80,MEC 96-0343 PULL 4oI17 If this nolice appears dearer 111,111 the docutnent, the document is of marginal gtlal ty., t ty .x,:. '�K�,, ilit� - . ' ` .�►1t ��tt�t �itlinirttttltn� ilii Sin ttiilttrt i, µ. , ► ttttlutE utth�lt mtlniilmtlit»��tii�ilt�ttniti► ` 60'-0" MAXIMUM - DRAFT STOP "TO DRAFT STOP 60'-0" MAXIMUM DRAFT STOP SPACING (SECTION 2516(f) 400 NON.-SHRINK GROUT GROUT SHALL BE NONSHRINKA81.E GROUT CONFORMING TO ASTM C-1107 AND CRD-621, CORPS OF ENGIf EERS "SPECIFICATIONS FOR NONSHRINK GROUT". A D E GROUT SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH AT TWENTY-EIGHT H (28) DAYS OF 5000 P.S.I. 1 PREGROUTING OF BASE PLATES WILL HOT BE PERMITTED. L1_ [ - lam. d. CONCRETE REINFORCING STEEL QIo I Q o ' 1. ALL REINFORCING STEEL FOR CONCRETE SHALL CONFORM TO U.B.C. 0V) 0 c/)STANDARD NO. 26-4 AN.) ASTM A-615 GRADE 60. 120 -0" T 2. REINFORCING (MINIMUM UrILESS OTHERWISE NOTED ON PLANS) _O. 15'-0" 1 15'-0" 15'-0" I 15'-0" 15'-0" I 15'--0" 15'-0" A. REINFORCING FOR WAL_S E" - VERTICAL. #4 AT 12" O,C. HORIZONTAL M4 AT 12" O.C. I I I I I ( IPROVIDE BUILT-UP BASE FOR TORCH WN 8" - VERTICAL N5 AT 'o CC. HORIZONTAL M5 AT 16" I ROOFING AS SHOWN TO DIRECT SURFACE 0.C. 1 I I I I I I I I I I WATER TO THE LOWER ROOF DRAIN B. PLACE TWO (2) #5 CONTINUOUS i T BOTT01!. 'TOP AND AT ; � PROVIDE OVERFLOW DRAIN THROUGH THE DISCONTINUOUS ENDS OF ALL r OUNOATIUNS AND WALLS. I I I I l PARAPET WALL FRAME 2" MAXIMUM ABOVE I I I THE LOWER FINISHED ROOF DRAIN SURFACE C. PLACE 2'-0" X 2'-0" LIARS AT COkuERS AND INTERSECTIONS FOR I I I I I I I 1 2 X 6 AND MASONRY VENEER EXTENDED AIv`l I WALLS AND FOUNDATION_ EQUAL IN SIZE . NUMBER TO HORIZONTAL REINFORCING. ' I I I N I I I I PARAPET WALL FRAME AROUND THE BUILDING PERIMETER D. PLACE: N4 BENT DOWELS V-0" X 2'-0" X 48" O.C. FOR I I EXTERIOR WALL TO SLAB CONNECTION, it If H10 3. ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND PLACED C - — - - - - - IN ACCCORDANCE WITH A.C.I. DETAILING MANUAL 315. O O I O O D f GJN A. ALL REINFORCINC STEEL SHALL BE ACCURATELY AND SEC'JRFLY 1/4".]2" DRAIN " "_t " DRAIN 114 -12" " tea"-1 DRAIN " " 114 .1 " DRAIN t " 2399PLACED. UB ILT-UP BUILT-UP UILB T-UP UILT-UP UIL9 T-UP I UILT-UP UB ILT-UP t uomL 1 P OF 4 B. REINFORCING STEEL SHALL NOT 8E BENT OR DISPLACES FOR THE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE� ® ( CONVENIENCE OF OTHER TRADES. UNLESS APPROVED BY THE STRUCTURAL ENGINEER. , I C SPLAY REINFORCING STEEL AROUND OPENINGS WITH 1" IN 10" SPLAY, UNLESS OTHERWISE NOTED. / D. MINIMUM I�UVFR FROM CONCRETE SURFACES TO REINFONCING STEEL SHALL BE: PROVIDE FLAT GLAZED TEMPERED SKYLIGHTS OFFICEk ABOVE 3" 4/- 112" TO BOTTOM OF FOOTING iI ® zI A 2RXT8ERA SEOR PERIMETER E DGE BETWEEN o CENTER OF SLABS-ON-GRADE THE ROOF JOISTS AS LOCATEI AND SIZED v; ON THE BUILDING FLOOR PLAIN S '' E. LAP ALL BARS A M1141MUM OF 36" 51AMETERS, EXCEPT AS f-( �I OTHERWISE NOTED. Ln o'y' F. ELECTRICAL CONCiJ1T SHALL BE PL kCED NEAR CENTER OF SLAB. iri r<( J � C2) • � a G REINFORCING WELDED, ED (� OR APPROVED BY THE STRUCTURAL ENGINEER. DRAFT`STOP LINE oIf WO Wo — — - - � D R_A_ F THEATDO `U , UNESS INDICATED ON THE DRAFT _ +STOP c.4 STOP O BRICK AND ASONRY ANCHORED VEP" ER IN N ® I 0 ( � lej � v ^ h 1 ALL LEDGER ANGLES WHICH SUPPOR l BRICK AND MASONRY SHALL BE HOT-DIPPED GALVANIZED. I (n 2. PROVIDE APPROVED VENEER ANCHORS IN COMPLIANCE WITH U.B.C. CHAPTER 30, AND NOT LESS THAN ONE (1) PER EACH TWO (2) SQUARE FEET OF WALL AREA, AND AT NOT OVER 24" O.C. SPACING. PROVIDE W ADDITIONAL TIES AS REQUIRED, AND SPACED NOT OVER 3' APART AND PROVIDE SEAMLESS COR UGA ED METAL WITHIN 12" OF THE EDGE AROUND ALL OPENIN3S, AND AT EACH THIRD ( ROOFING ENTRY GABLES AS SHOWN OVER a E* COURSE AT JAMBS. INSTALL ANCHORS IN SECOND COURSE ABOVE I r THE LOWER LOWSLOPED ROOF AND BELOW LEDGER ANGLES. ( I w 3. BRICK ANGORS TO BE: HOT DIPPED GALVANIZED, TWO-PIECE I ■ U ADJUSTABLE TIE AND ANCHOR SYSTEM, 3/16" DIAMETER STEEL WIRE AND 14 GA. BENT STEEL SHEET. SIZE AS REQUIRED TO EXTEND ( 12 : 12 12 12 /'1 WITHIN 3/4" OF OUTSIDE MASONRY FACE, PITCH PITCH �`/) i ^ A. WOOD STUD BACKING. DW-10 BY HOHMANN AND BARNARD, INC. I `J WITH HOHMANN AND BARNARD, INC.'S BYNA-TIC AND SEISMICLIP. r ^ ATTACH TO WOOD STUDS WITH A MINIMUM TWO (2) y8 X 1--1/2" w WOOD SCREWS. ( I r 3 - - 2--.L-12-- , 3 Q 4. ALL HOT DIPPED GALVANIZING SHALL NAV(: A MINIMUM COATING OF 1.5 I I I W OUNCES OF ZINC PER SQUARE FOOT OF SURFACE AREA, IN ACCORDANCE --- _PIJ TCH ITC. ._.-� i_.__ ___J — Z WITH CHAPTER 30 OF THE U.B.C. � 0.0-0 / II EXTEND F OVERFRAME STRUCTURAL STEEL AN ISCELLA EOUS IRON I 1 I I I ABOVE THE ELOWEREROOF ROOF AREA J i I 1 AS SHrAli ON THE BUILDING ELEVATIONS AND �� O I I . 1. STRUCTURAL STEEL SHALL CONFORM TO ASTM A-36. r L+NS (`�� U 2. STRUCTURAL TUBES SHALL CONFORM TO ASTM A-500, GR. B, Fy a 46 I TYPICAL ROOF: I r- 4-PLY TORCH DOWN BITUMEN ROOFING UN KSI. STRUCTURAL PIPE SHALL CONFORM TO A-53, GRADE B, TYPE E I I I OR TYPE S Fy = 35 KSI. INTERWOVEN 301y FELT BASE ON 5/8" PLYWOnC © n- I 3. ALL FABRICATION, ERECTION, IDENTIFICATION AND PAINTING OF SHT'G ON T.J.L. JOISTS BELOW AT 24" U.C. O I Z) Q ICONFORM TO AJ STRUCTURAL STEEL SHAPROVIDE THRFF, FOUR, AND SIX TON ROOF PACK 0 T I S r. SPFCIFICATIONS AND I I HVAC UNITS LOCATED AND SIZED ON THE CY_ � U.D.C. STANDARDS NO. 27 :. I - I i I____ (y 4. A. ALT_ WELDING SHALL CONFORM TO A.W ;. SPECIFICS TIONS. 120i-0" MECHAN!CAL PLANS.T •HVAC INSTALLER TO PROVIDE WEIGHT, SPECS l— F- (,� B. WELDS SHALL BE MADE WITH E 10 SERI:5 ELECTRODES, UNIESS I AND INSTALLATION DIAGRAMS FOR DESIGN APPROVAL Y STRUCTURAL ENGINEER I V- Q I L_ t2 I O L B E z OTHERWISE NOTED. I O I Q O I I PRIOR TO INSTALLATION Q I I Q 5. ALL MEMBERS SHALL BE CONNECTED WITH SEM!-FINISHED MACHINE �!1 � � � � Qc o BOLTS, UNLESS NOTED OTHERWISE ON PLANS, MACHINE BOLTS SHALL CONFORM TO ASTM A-307, GRADE A. _ _ 6 EXPANSION ANCHORS SHALL BE ICBO APPROVED FS FF-S-325, GROUP D w II, TYPE 4, CLASS 1 "PARABOLTS" AS MANUFACTURED BY THE MOLLY M F— DIVISION OF BLACK AND DECKER CORPORAIION OR HILTI "KWIK-BA V C D E mOLT' 1 AS MANUFACTURED BY HII_TI FASTENING SYSTEMS, INC. 7 ANCHOR BOLTS SHALL_ CONFORM TO ASTM A-307, GRADE A, AND SHALL BE PROVIDED WITH WASHERS AND NUTS GALVANIZE EXTERIOR BOLTS. GALVANIZING SHALL 13F IN ACCORDANCE WITH ASTM A153. 8. BOLT HEADS OR NUTS BEARING ON SLOPIN; FLANGES SHALL BE p w } w ` o• EQUIPPED WITH BEVELED WASHERS. o < W N w z m I--'2 n WZ W (n z = , rnN 9. ERECTION AIDS SUCH AS BOLTS, CLIPS, SH MS, SEATS OR ANY OTHERS � Q Z Q ) Q 5 x- c + Z Q REQUIRED FACILITATE CONSTRUCTION ARE THE RESPONSIBIL ITY OF w < z � w � � U +� THE CONTRACTOR TO DESIGN AND PROVIDE BUILDING ROOF PLAN _ Z IF_ a -) = -60 SCALE: 1/8" = 1'-0" v W •t D o CK v o cif u 4 z _I Q ) o U Q O N U Y I) Q O% Y in LY o � i, North Dakota Street, 12655 SIT 96-0012,PLM 96.00?�I U i BUP 06 0080, MEG 96-0043 5 of 17 woo If this notice appears clearer 111,111 the document, file document is of marginal yual;ty. I "� IIC Ilill ] 1 ILII I��tcIl} �}� : > �� ' 24X k' C D ilmttrtt ttttl�tt ttultnihutlmt iiiiliitt ittrl��ititttit�l� tinlit�ihnil�niliiiiltinit��il�in tiitltt PREFABRICATED ROOF JOISTS 1. ALL ROOF MEMBERS SHALL, BE MANUFACTURED BY TRUS JOIST CORP. OR APPROVED. 2. ALL JOISTS SHALL CONFORM TO ALL PROVISIONS OF THE UNIFORM BUILDING CODE. 3. JOISTS SHALL NOT EXCEED A LIVE LOAD DEFLECTION OF L/360 � B � D OR THE WORKING STRESSES AS SHOWN IN THE U.B C. STANDARDS FOR APPROPRIATE MATERIALS UNDER A TOTAL LOAD OF: 2 I 40--PSF FOR ROOF STRUCTURES. 4. JOISTS MANUFACTURER SHALL BE RESPONSIBLE FOR COORDINATING I I SLOPED BEARING REQUiRLMENTS WITH BEAM MANUFACTURER I I I I I I I I PFJVIDE 6" GALV. STL. SLEEVE 5. JOIST MANUFACTURER SHALL FURNISH COMPLETE ENGINEERING SHOP UPRIGHT IN THE SLAB FOR THE ROOF DRAWINGS WITH REGISTERED STRUCTURAL ENGINEER'S SEAL. 120 -o" DRAINS FROM ABOVE - VERIFY FINAL --- LOCATION WITHIN THE 6" CONCRETE 6. TJL, TJW SERIES ISTEM WALL THROUGH THE SLAB AS 15'-0" 15'-O" �, 151-0" 15'-0" 1 -0" 15'-0" I 15'-0" 15'-0" SHOWN WITH THE MAIN FLOOR PLAN A. MANUFACTURER SHALL FURNISH ALL NO-NOTCH BEARING CLIPS -9 PROVIDE 1/4" FOAM WRAP AT THE 24'-7" 17'-5" i 29' 18/-3 SLAB INTERSECTION POINT 7. CAMBERS I I I ROOF MEMBERS 1.25 DEAD LOAD � 40'-7 1/2" I 11'-3" - 9_ 3" 6'-3" 5'-9" I 43'-7 1 2" I � 1 N N N I 1 I I I( II I o III NI IN o II II II I j II -- EXTEND THE MA SONRY VENEER DO WN TO8. DOUBLE ALL JOISTS UNDER MECHANICAL UNITS, UNLESS OTHERWISE It NOTED aTHE LOWER EXTENDED FOOTING AS SHOW N l 114 at a aIN DEATIL #S-7 N N 6" TYPICAL CONCRETE STEM WALL$ o ON 18' X 8" CONTINUOUS CONCRETEG UE LAMINATED EKERS 101 li2 a a a N FOOTING BELOW 1. GLUE LAMINATED MEMBERS SHALL BE WESTERN SPECIES CONFORMING TO 1� I tm �I I 1m U.B.C. STANDARDS 25--�10 AND 25-11, A.I.T.C. 117 AND BE I I a 1 01 1 I 0 MANUFACTURED IN ACCORDANCE WITH UNITED STATES PRODUCT STANDARD I T RAN -7 -z ---- --------r---L - ---- --r--t-------- --1'-- -- -� __t- ----- -- --- ----- -r-- t -- - - - PS 56 3 - - - - -- - - 1 - -- - -- - - - --- - -- -- -- ------r - - - - - - — LF-- ------------ ---- ------- -� r--------- -- ---------- ----- ------------ ------ ---_----------- ---- - -- ---- ----------, A. MEMBERS SHALL BE 24F-V4, EXCEPT CONTINUOUS OR CANTILEVERED 1 �J Pi GO BEAMS, AS NOTED BELOW. I -'i I I 1 ' I ci cil 1399 JI 2. ALL GLUE LAMINATED MEMBERS SHALL BE NOTCHED, SHAPED AND � ?~�-6" TYPICAL CONCRETE STEM WALL I I � I � I � I I I - � 0 FINISHED AS PER PLANS AND SFEGIFICATIONS AND SHALL BE o I ON 18 8 CONTINUOU CONCRETE I I S � FABRICATED WITH WATERPROOF GLUES. I I FCOTihr- Bi l_OW U.N.O. 1 I I I N o in •- I 3. ERECTION OF MEMEBERS SHALL CONFORM TO A.I T.C. SPECIFICATIONS 1 l TYPICAL. SLAB: I f 1 1 I I 5" CONCRETE SLAB ON G ADE S-4. 3' I I I I l -6" X 7'-0" X 16" I I 4. PROVIDE STANDARD 1600 FOOT RADIUS CAMBER UNLESS OTHERWISE j i WITH N4 AT 24" U.C. EA i WAY � � I l l I 1 I I FOOTING WITH #4 AT � � NOTED. 1 OVER 2" SAND BASE OVE 6 I 1 I I 8 O.C. EACH WAY - i I 'SIMPSON' SSTB34 co MINIMUM COMPACTED GRA ULAR l I o CFN'IER FOOTING ON 5. A CERTIFICATE OF CONFORMANCE IN ADDITION TO ATTACHMENTS M1 AND . - - - 1 I FILL— --I I I I 1 SMEAR WALL -"1 I - - I I O 2 FROM A.L.T.C. OR INSPECTIONM 1 BY AN INDEPENDENT TESTING 'O LI I I 1 1 1 I 1 1 LABORATORY WILL BE REQUIRED. a I I T.S. 5 X 5 X 3/16 COL. WITH I I L I I I I I 1 I - - I M 1 1 4'-0" X 4'-0" X 12" FO TING 1 1 1 S. 5 X 5 IX "3/16 COL. WITH I I I 'SIMPSON' SSTB34 o ci 6. BEAMS CANTILEVERING OR CONTINUOUS OVER ONE (1) OR MORE I I WITH (4) #4 X 3'-6" EA WAY j � I. 0" X 5 0 X 12 FOOTING Li FJ z U OR S I 9F TRESS RATING I THE TO 1 1 IN FOOTING I IlITH (4) k X 4'-6" EACH WAY I T.S. 5 X 5 X 3/16 COL. I I vi SUPPORTS SHALL HAVE EOUA ....NDING S N E P I � I cr o FO TI I " I I RADE. I I t t Irl O NG I ON 5'-0" X 7'-0" X 16 0 0 AND BOTTOM FACES, AND SHALL BE 24F-V8G I '" in I l 24" DIA. BLOCKOUT - TYPICAL 1 1 1 I l 1 I FOOTING WITH X14 AT I I I I AT FOUR INTERIOR COLUM S j j I I I l 12" O.C. EACH WAY - j j o o FRAMING LUMBER I I I I CENTER FOOTING ON I I --� G LU 8E_._ 1 l —� _j L- 1-- 1 COLUMN rJ L-,,SIMPSON, SSTB34 , r.J .� ( r � I r--- � - 1. ALL FRAMING LUMBER HAL 8 DOUGLAS FIR-LARCH AS NOTED BELOW SHALL E 0 W o I I I t 1 I I I I I I S-6 o AND SHALL CONFORM TO THE PROVISIONS OF U.B.C. STANDARD 25-4. - _I _ _ _ —_ 1 _. _ C.J. _ _ _ _ _� _ _ _� ■ _ _ _ I _ �e J. _ _ -I _ -_ C.4, _ 1 2 SI ASST NITON _ DESIGN VAI LIE (PSI) � L i r I L I L ___J ttoo I N I BLOCKOUT AND 0` RP UR T I I L J'SIMPSON' SSTB34 (DOUGLAS FIR-LARCH) I l /E 0 HE SLAB 11 ( S—3 I A. EXTERIOR WAIL STUDS Fb 875 I A80VE THE !OWFR STEM WALL FOR I I 1 1 .HE SIDE AND REAR DOOIRS I I T I I I S-23 o NO. 2 Fc - 1300 0 o I I 1 1 I I I 1 1 1 E - 1,600,000 ;1to S-2 I I 12" X 8" CONTINUOUS THICKENED 11 I I I i' l I FOOTING WITH 5/8" DIA. 10" I I I I o ul to F I l A.B. AT 48" O.C. AT CEN ER I I w J L B. INTERIOR WALL STUDS Fb - 550 I I STANDARD OR BETTER Fc 13.,0 1 1 I I I 3'-6" X 7'-0" X 16 r l Q OR STUD GRADE E - 1,400,000c- 1 I 1 FOOTING WITH 4 AT I I 'SIMPSON' SSTB34 41 EXTEND THE CONCRETE F60TING I I I -� 5 I I O 18" O.C. EACH WAY 1 W C. JOISTS Fb - 8i5 6" FOR MASONRY VENEER FROM I 1 I - I I S—7 ABOVE - TYPICAL I I uo CENTER FOOTING ON N0. 2 Fv 95 I I I �' SHEAR WALL -- 1 E = 1,600,000 �l 1 I I I 1 1 'SIMPSON' SSTB34 Fn 4y I WET / COLD JOINTS AS I l l I L., J D. BEAMS Fb = 875 i LOCATED NO. 2 Fv = 95 I I I 2 4 X 4'-0" I I CENTERLINE DIMENSION FOR I io Z Fc = 1300 3 o O1 1 1 ( ) " I b 'SIMPSON' HD10A HOLD DIAGONALS -d„ I I o E = 1,600,000 1 1 DIAGONALS I ( ) I DOWN WITH 4X6 AT EACH 1 l I I I in O LAI E. POSTS Fb - 1200 S-1 I v1 �� I 1 ti l END �1 UI Vl I j cl L1— NO. 1 ; E = 1,600,000 1 I / \ l l 1 I I 1 I O II --- -- F. BLOCKING, PLATES, BRIDGING ) Fb = 550 IJ L---------------/� E � ___l --------- --U I ----J L- ------- 1 I - - - ('-N - -� -------------- STANDARD OR BETTER ) Fc = 1350 _ _. _ _ I I N , - I I _ _ _ _ _ _ __03 OR STUD GRADE E 1,400,000 I L_s-- ct°v _J i-----------i i----1 i----- --- I i---_----1 1 .� 1 I----------- -Z_J I Q r 2. ALL MEMBERS 3X OR LESS (LEAST DIMENSIONS) SH +LL BE MAXIMUM 19X L___J L___J J J -� I i I �u MOISTURE CONTENT. N -T "-T T_-- T - - -l- L___J (AC) M M I O 3. ALL PLATES AND LEDGERS IN CONTACT WITH CONCRETE OR MAS014RY 1 �2( P l I Ncn Ln V SHALL BE PRESSURE TREATED. PRESSURE TREATED LUMBER SHALL BEAR WIPROVIDE STEM WALL BREAK DOWN AND SLAB I i 6 -0' X 7 -0" X 1w 1 -r I 1 I I I Q THE A.W.P.B. (AMERICAN WOOD PRESERVERS BUREAU) QUALITY MARK. FOOTING NTH 4 18" O.C. OVERPOUR AT ALL THE EXTERIOR DOORS SHOWN IN DETAIL S EACH WAY CENTER[D ON o 0 0 0 o N 2 `� Q 4. FOR NAILING SEE SCHEDULE AND DRAWINGS. SHEAR WALL a a a a a a I l1 I 1 NI Win int 1 IA LL� IN I 1 1 w N I t r N +-6 w 1— N 1 I 13 •-6 9 16 6 7 8 7'--5 1 8 13 -5 1 8 11 6 9 16 N , 11CL 1IIN 1 IM II, N N N ,1 , ,14 -4 ' 8 11 -8 8' 14 -4 � 15 -0 14 -4 12'-8 8 11'-8 8 14 -4' I I I l cy 1201-0" I L. 0 I Q 1 t I _HOLD DO SCHEDULE 1 1 Z (m MARK HOLD DOWN CONN. MBR.(S) F)ETAILS / NOTES MARK HOLD DOWN CONN. MBR.(S) DETAILS / NOTES T :D < I -- NOT REQUIRED SIMPSON' HD5A (2) 2X STUD A B C D E O w �.. M f ,- ISIMPSON' CS16 2X STUD 7 SIMPSON' HD6A 4X STUD 2 (2) 'SIMPSON' C516 (2) 2X STuD - SIMPSON' 11 0 STUD - — --- - - - — -- Q l� O m LJ C SIMPSON' PAHD42 (2) 2X STUD 'SIMPSON' HD14A 6X STUD O W (J') _Z Z m ~''� Ld ZQ � Q S� Q+ 7-- L 5 _4 SIMPSON' MPAHD (2) 2X Sluo i �- 'SIMPSON' HD10A 4X STUD QUILDING � I - !�, W .� u 1 o (_6 Z -� I- G J x�o 0 ,0, ---- - ---- { - - SrALE: 1/8" = 1'-0" w W Q ? Q 0cjf v �,`� <> SIMPSON' HD2A (2) 2X STU') = a- J Q U T v � Q �� a0 rl,` , QIY UY u, CL North Dakota Street, 12655 SIT 96.0012, PLM 96-00.)'T BUP`6 0080,MEG 96-0043 6of1i rw•o-.. r. y,y,.� '�' `. -.n^' '.11r..M tY�"I.P 4 A.-.`r Ow�" (M If this notice appears clearer than the document, the document is of marginal qua;ity. 24X C D lily Mir 'ir�iiiilmrli��i i��i uii IlN�rlll nlllan iiilll�r nnlnlllaul(inl►�i��hill �ii�l ,� PLYWOOD SHEATHI _G _ 1. ALL PLYWOOD SHEATHING SHALL BE C-D GRADE, UNLESS OTHERWISE NOTED, WITH EXTERIOR GLUE MANUFACTURED IN ACCORDANCE WITH UNITED STATES PRODUCT STANDARD PS 1-83/ANSI A199.1 "FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD", CONFORM TO U.B.G. STANDARD 25-9, AND BEAR THE A.P.A. TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. A. ROOF SHEATHING 5/8" INDEX 32/16 A 6 C B. WALLS 1/2" INDEX 24/0 2 D E f-- 2. PLYWOOD) SHEATHING SHALL BE LAID WITH END JOINTS STAGGERED, 1 Q I I 3. BLOCK ALL WALL SHEATHING WITH 2 X 4 FLAT BLOCKING AT ALL 10 I Q Q EDGES. I PROVIDE DOUBLE TJL JOISTS AT EACH SIDE 0 c/) ' 4. NAIL AS PER SCHEDULE AND DRAWINGS OF EACH ROOF- HEATING PACK AS SHOWN AND LOCATED ON THE PLANS -- VERIFY THE 120 -0" 5. LAY OUT PLYWOOD TO ELIMINATE ANY WIDTH LESS THAN 1'-0" DBL JOISTS, u:OCKING AND CONNECTIONS ARE I " INSTALLEC PER MANUF. SPECIFICATIONS AND ,�-- - 30'-0" 24'_7" 1 17'_5" 29'_9" I 18'_3" OTHER WOAD CONNECTIONS DETAILS -. I19 SEE SHEAR WALL AND HOI.GOWN 1. ALL PLATES AND LEDI'raS SHALT BE ANCHORED WITH A MINIMUM OF SCHEDULES FOR SHEAR WALL I I z -. I THREE 3 ANCHORS PIECE. NAILING AND HOLDOWNS REQUIRED `s I 2 1 ? I MINIMUM SI2E ANjZ.MAXIMUM SPA INQ I �1 M I O t I PROVIDE 2 X 6 STUD EXTERIOR BEARING I v 0 TYPICAL RCI' SHEATHING: FRAME WALL WITH A CONTINUOUS 2 X 6 " co WI I wI �I 5/8" PLYWOOO FHEATHING, UNBLOCKED , 2. PLATES TO CONCRETE FOUNDATION EXTENDED VERTICAL STUD AT EVERY 8'-0" � f .- WITH 8d AT 6" O.C. AT ALL PANEL WALLS 5/e" DIA. X 10" A.B. AT 4'-0" O.C. AS SPECIFIED ON DETAIL #S-9 r� �w �!w " O.C. I O 00 B �1 J B I B Z e I x z J I EDGES AND 8d AT 12 O.C. IN FIELD 0 " u)I� 3 — unItr ' 3 nlX 4 Gn I �-- nl --�- NON STRUCTURAL INTERIOR PARTIT,ON 3. EXPANSION ANCHOR EMBEDMENTS 1/2" DIA. WITH 2-1/2" MINIMUM 18'_8" WALLS BELOW - SEE THE MAIN FLOOR EMBEDMENT 12 -10 vi W-6, 11'-6' 9 -6' V� 6 -0' $-23 viw PLAN Y (UNLESS OTHERWISE NOTED) 5/8" DIA. WITH 3" MINIMUM - ( `- _ _ _ _ — 4 6 H I EMBEDMENT X10= R 4 6 H X10 HDR G1 71- .L. 3�1 8 X 10 1 2" G.L.�3+1 X 10 1 2" G 3 8" X 10 1 2" _ T A 3/4" DIA. WITH 3-1 j?" MINIMUM - - - - - - 1 T'O EMBEDMENT S-g R GONS- 1'399 4. LAG BOLT INSTALLATION 1/2" DIA. BOLT = 5/16" DIA. HOLE 1 I '► � S BRIDGING AS REQUIRED SIM. �r +Y PRE-DRILL HOLES FOR �` 1 LAG THREADS. 5/8 DIA. BOLT = 13/32" DIA. HOOF cs- 0 5-12 BY THE JOTS MANUF. v _ _ CONTINUE THE TJL J IST THR UGH THE NOT USED ---------- ---._._--__ - -_... -_ - 3/4" DIA. BOLT 1/2" DIA. HOLE - M I ---- - -- I I — �� — — — tN 4/0X4/0 SKYLIGHTS UNBROKEN WRAP WEB f— 'KITH 1/2- GYPSUM OAR 1' DIA. BOLT 11/16 DIA. HOSE Ia. G SOAP THREADS OF LAGS IMMEDIATELY PRIOR TO INSTALLING WITH p io w o SII ' I I ' J. JOI ' I - ip WRENCH ONLY. n a o I m c._ I STS I-- ---.._..__ - -- - 1 0 O N N I-— _. A T t::: ,..., c.--- =_ I S-21 0 r7 I 1_.__. 0. I .r 5. ALL FRAMING CONNECTORS SHALL BE SIMPSON' OR APPROVED. I;�I o o 0 1 0 -i III -' F-`i-4 it- cU S-17 _ I _ — — _ — I I I I I PROVIDE AN EXTENDFD DRAFT TOP FROM 4 - 6. CONNECT ALL BEAMS AND JOISTS WITH 'SIMPSON' HANGERS TO DEVELOP -- — — — — — — — — -- — — _._ _ _ - _ ___ _ 1 °�' I'- — -�- ��-c �� — o THE UNDERSIDE OF HE CONTINUOUS o STRENGTH OF MEMBERS. o o L_. � � � I ` I �-` 1 — — I I t I _ I CENTER SLAM LING 0 E CE LING LING BELOW i i o TO MEET MAXIMUM 30 0 S UARE FEET -._- -. 7. PROVIDE STANDARD PLATE WASHERS UNDER HEADS OR NUTS OF BOLTS _. __._ I DRIFT 0 PSF + x ATTIC AREA BEARING ON WOOD. $-13 !!;- 14 I S-15 F---'� F-- -'� -15 I I n I`� ,'I I` '1 x 0 VDRAFT "A x I xI _ - CE 5X5X3�16 OLUMN G.L�6 3/4" X 25 �2 24F�V4 +� C.L. 5 1 8" X 2 , 24F 4 � 5 1 8" X_ 1 2",_24F- 4 G.L. 6 3�� '=�E��Q7" 24F-wi4-\�� L. 5 8" X 5-21 T.S, 5 5X3/16 COLUMN NTERLINE CAMBER = 5 8 1/ 16 24F- CENTE LINE DRAFTOP to CAMBER = 1 2 _ " it = - - -- L r� - -- _ STOP o `� cv I - M. x a' I - — - — — DRIF> � 0F w 55 PSF\ = \ m m PRIFT i - DRIFT\O o o M S 18 0 PSF � a) IG i Q I I k.. 0 PS / Oil IW O _....-) __. S $ / -------------------------- I fes- - II /' f 10 Z IIW a � IT AD) uJ 7 o 1 O O t-�`�x - �- I � SIM. _ IM Li. i AREA BUILT I 0 RBUILT - - 18, tJ( 1 0 A EA J - J _;- = 1 AT ?4" X O xf W V LG 3 1/t'= 10 1/2' L. 3 1/2 G.L. 3 1 8" X 10 1 2' 4X10 HD G.L. 3Q �--- ❑ r ❑ / / � /8 X 0 1�2' 4X0 f< � � 8 1 11/2 �.L. 37178"'-' 10 1/2' ' - - - I - - - - - -- _ D 4X1 HD J Q W " Z 6 -0 z z N I c43'� C 01 C 1 I C I N =IO f� I 1 VI N 10 U 10 I0(C/1111 10 I 1 8 \---[,—PRO\'IDF HEADERS OVER THE LOWER Ly �I I m 1 WINDOW OPENING AS SIZED ON THE PLAN 2 x w M W Z O 0 ,x Ln i xl xlz 2 X 6 TYPICAL EXTERIOR PERIMETER �•/ �/ ,fi C L EX1E PROVIDE CONTINUOUS 2 X 6 STUD FRAME I x Cc x it FRAME WALL AT 12" O.C. - ALIGN U WALL AT 16" O C. WITH PLYWOOD SHEATHING - 1 Iz �z I �Z I 'n�' I THE VERTICAL STUDS WITH THE NAIL ROOF SHEATHING; TO THE TOP PLATE AS fNlw BIW Nlw 0 Z I T.J.L. TRU - v f-- U ,'w TRUSSES ABOVE SEE ~IU U DETAIL NS-9 < a" SPECIFIED ON DETAIL MS-17 - - I Q30'-0" _ 24'-7" � -417 -5" 290_ 18,-3„ PROVIDE 2 X 4 FRAME WALLS AT 48" O.C. O ABOVE THE LOWER T.J.L. JOISTS AND UNBROKEN I I PLYWOOD SHT'G BELOW FOR THE 12:12 PITCH 00-0 I I 120J-0" _ I --�L OVERFRAME 0 PROVIDE 2. X 6 FLAT BLOCKING BETWEEN THE 0 I 1 LL [L ES BELOW THE 2 X 4 SILL PLATE OF Z SHEAR WALL _SCHEDULE_' I <10 ' F 1 THE UPPER GABLE WALLS ABOVE - SEE _... -� � cifI f- � I I DETAIL #S-19 o � o � 2 X 4 TYPICAL INTERIOR STUD FRAME WALLS 0 O MARK WALL COVER EDGE NAILING FIELD NAILING TOP CONNECTION BASE CONNECTION NON BEARING WITH 12'-U" PLATE TO PLATE -- A - 1/2" PLYWOOD SHT'G 8d O 6" O.C. Bd O 12" O.C. SEE S-10 5/8' DIA. A.B. O 48" O.0 HEIGHT AND 1/2" INTERIOR GYPSUM BOARD FINISH Q ONE 510E -- - - B D E 1.1.J I m 112" PLYWOOD SH r"; 8d O 4" U C 8d O 12" O.C. 2 ROWS 10d AT 8" O.C. 5/8" DIA, A.B. O 48" O.0 Ot4E SIDE STAGGERED C > 1/2" PLYWC)OG SHT'G 8d O 3" O.C. 8d O 12" O.C. 3 ROWS 10d AT 4" O.C. 5/8" DIA. A.B. AT 16" O.C. EACH SIDL SEE S-20 STAGGERED 1/2" PLYWOOD SHT'G —Bd O 3" O.C. Bd O 12" O.G. SEE 5-21 5/8" DIA. A.B. AT 16" O.C. O Z n SE EACH SIDE SEE S-20 < C) w W Z m v � w = W N Z = " oN aQ Z ¢ zQ •`• _BUILDING FPLANx 1/2' PLYWOOD SHT'G Bd O 4" O.C. 8d O 12" O.C. SEE S-17 �� ~ (� w -j < u i ONE SIDE 5/8 DIA. A.B. O 48 (1.0 W C) (j Z =)~ Q � o _j 9 mag U W < as to� " SCALE: 1/8" = 1'-0" W = � � o r-,, d a�M ►- � J2 I- ZQo x Q z /_�.S n U Q� O U1 l_/ N Y < cr_ UY Ln 0 � n `j North Dakota Street, 12655 SIT 96.0012,PLM 96-00", BLIP 96-0080,MiC 96-0043 7 of 17 a If Phis 110fice appears clearer ths111 the document, the document is of marginal quay.ity. IT 24X C D A 1 doll hill fill lilt 111111111mi un i�i�lnnnulrruiiiil��u niil1nIllI ►iiiiki��lii�i�n�l1+� i J -PROVIDE GALV. COPING FLASH OVER THE RAISED FRAMED AND MASONRY VENEER PARAPET WALL .___._TQP ,OFPARAPCT___._-__ -- --..-. -__TOP °F- I:�L�_ ---- 00 !' @4TT01� OF_T:_� _ ... -- --TOP MJF M).SONRY VENEER OVER 2 X 6 STUD FRAME WALLS a AT 12" O.C. - _— TOtvl OF T.�Lam__. _ _ ►= ' 90T Go w N " t I • w a z DROP CEILING i _ __ DROP CEILING U a _ •--------- --- - -._.. . - ..... - _..__..._ - 4 _ _—. __ r» -- _ --- — - -- � _ S-16 Z u �' - 1 1/2" BUILT - UP 'DRY41T' SIGNAGE BANDING = 2 ►- 2 AROUND THE BUILDING PERIMETER WITH COLOR �--�� Lu ACCENT AT SHOWN a w w TYPICAL WALL: a a 3 'DRYVIT' FINISH ON 'TYVEK' BUILDING WRAP ON u- r 1/2" PLYWOOD SHT'G ON 2 X 3 STUDS AT 12" O.0 z 3 uj Q�FICE OFFICE OFFICE OFFIC_ OFFICE- �- TYPICAL WINDOW BAY: w W 3 iv v (4) 3/0X8/0 WITH 24" BASE FEAR BRONZED ANODIZED u a iv r o ALUMINUM STORE FRONT GLAZING WITH SMOKED TEMPERED 1 'E' GLAZING 0j aC14 0 n N - TYPICAL FLOOR: CARPET AND PAD ON 5" CONCRETE SLAB WITH y4 BARS AT 24" O.C. EACH WAY ON 2" SAND BASE ON VAPOR i BARRIER ON 6" MIN. COMPACTED GRANULAR FILL FLOOR SLAB FLOOR SLAB S—1 BUILDINQSECTION2 i__ 6TYPICAL CONCRETE STE'4 WALL ON 24" X 8" .0D CONTINUOUS CONCRETE FOU PING BELOW -- SEE SCALE: 1/4" - 1'-U" `- DETAIL #S-1 2 X 4 STUD FRAME PONY WALLS AT 48" &Y O.C. ABOVE THE LOWER T.J.L. JOISTS — CONTINUE THE ROOF SHEATHING THROUGH t!A UNBROKCN AND FULLY NAILED BELOW THE UPPER OVERBUILT ROOF St:CTION PROVIDE AN EXTENDED 2 X 4 STUD PONY FRAME WALL FROM Ar THE UNDERSIDE OF THE CONTINUOUS CENTER BEAM LINE AS SHOWN WITH 1/2" GYPSUM BOARD FINISH TO DRAFT STOP SEAMLESS CORRUGATED METAL ROOFING AT PITCHED THE Al-TIC AREA TO A MAXIMUM OF 3000 SQUARE FEET ENTRY ROOFS OVER 30N FELT INTERWEAVE ON 1 1/8" T do G PLYWOOD SHEATHING ON 2 X 4 STUD PONY TYPICAL ROOF: FRAME WALLS AT 48" O.C. SET ABOVE THE LOWER 4-PLY TORCH DOWN BITUMEN ROOFING ON T.J.L. ROOF FRI.ME INTERWOVEN 30N FELT BASE ON 5/8" PLYWOOD SHEATHING ON T.J.L. JOISTS BELOW AT 24" O.C. I MASONRY VENEER WITH ARCH OVER THE �I - PROVIDE BUILT-UP OVERFRAME BLOCKING Ll Ll d LOWER ENTRY OPENING - SEE THE o FRONT BUILDING ELEVATION AND SHEATHING ABOVE THE LOWER CONTIIJUOUS ROOF SHEATHING AS REQUIRED TO DRAIN TO THE FOUR REAR INTERIOR DRAINS AS SHOWN ON V 5 -11 THE ROOF PLAN a --<S-19 0 TOP OF T_J:L. - - - - - --- — J cr f _ �TTOM_QF T_J.L1_ —_ - TOP ,OF T.J.L. Z—\Z— W) co X I I� _ -- - __..--• - ..-.__ --- �t t-Li 1 V t ' . 1- ui c = N DROP CEILING S-16 DROP CEILING v a _. _. ._......._. .. - - - - ------------- a W i a I a z PROVIDE SOLID DRAFT STOPPING AT THE a N CEILING LINE AND AT 10'-0" MAXIMUM VERTICAL = Ix /_4X6 WITH 'SIMPSON' INTERVALS IN THE WALL FRAME 10 w w / A-35 AT EACH END a w Q 5_2 TYPICAL INTERIOR WALL: Q Q 3 1 1/2" GYPSUM BOARD FINISH ON EACH SIDE OF w J 2 X 4 STUDS AT 16" O.C. EXTENDING 12'-0" I a W J z 0 ABOVE THE LOWER FINISHED FLOOR c� 3 � C7 a 0 z_ ��p� ON �pc u.' , 3 U J ENTRY CONF�CE HALL OFFICE J a Q, `j `� PROVIDE 'DRYVIT' FINISH OVER 1/2" PLYWOOD `i PROVIDE i• 1 0 SHT'G APPLIED TO 2X CEI'_ING JOISTS OVER o o r' 1 THE RECESSED ENTRY ALCOVE 1 1 BUILDING BEYOND u— u _ 0 FLOOR SLAB - —� FLOOR SLAB 14, � W ,SEAMLESS CORRUGATED METAL ROOFING AT PITCHED BUILDING SECTION. #1 ENTRY ROOFS OVER 30# FELT INTERWEAVE ON 1 1/8" � T do G PLYWOOD SHEATHING ON 2 X 4 STUD PONY 0 0 SCnLE: 1/4" 1'-0" FRAME WALLS AT 48" O.C. SET ABOVE THE LOWER 0 T.J.L. ROOF FRAME U PROVIDE DRAFT STOP AS LOCATED ON 12 ' THE ROOF AND ROOF FRAMING PLANS 1 2 NOT TO EXCEED 60'-0" APART I LLJ : O O —28 S-18 (y— U CD TOP OF T,J,L, - �— —_ __- --- ---- BOTTOM OF T.J.L. I ---� M r I U DROP CEILING cr S-16 s ul � a cr Q J < FFF 6 I z U w L-1 W cin ILL1 0 � W � wZ m �'� o J 1 Fu vi - LEASE SPACE OFFICE._-_ OFFICE OFFICE MIRY_ OFFICE z ¢ w _� w �+ U 0 Z _ w � o _'v -INm I d lil IL U w = Q 0 u W C/) (I U n u m (xu U r, WO N o _ 0 w Q H w F I OiOR SLAB North Dakota Street, 12655 SIT')F)0012,PLM 96 0029 BUILDING SEC-TION BLIP 96-0080.MFC 96-0043 SCALE: 1/4" = 1'-0" — 6ot17 If this notice appears clearer (11;111 the document, the document is of marginal quality. I �It �i t itlttt ii Di,"oitimom "imim, mRwm r 24 GA. CONTINUOUS CAP FLASHING AROUND THE PARA?ET PERIMETER WITH 2" MIN. OVERLAP ON BRfCK AND REAR FLASHING - TOP ANCHOR INTO WOOD 3LOCKING WITH RUBBER SEALED WASHERS AND WOOD SCREWS '-------PROVIDE RIPPED 2 X 6 CONTINUOUS FLASHING BLOCK ABOVE THE LOWER PARAPET WALL - BACKSLOPE 1/4" : 12" MIN TOWARD INTERIOR ROOF EDGE PROVIDE 24 GA. CONTINUOUS PERIMETER PROVIDE U.S.G. DONN COMPRESSION — POSTS AT 12'-0" O.C. MAXIMUM VERTICAL EDGE FLASHING OVER THE 1/2" EACH WAY TO THE UNDERSIDE OF PLYWOOD SIiT'G l:�TENDING DOWN OVER THE .A APPROVED TMEET EACH WAY - TYPICAL VERTICAL STRUT AT 12'-0" O.C. EXTENDED BITUMEN ROOFING FROM BELOW THE T. . 100 POt'IdD CAPACITY — —PROVIDE CONTINUOUS RIPPED CANT STRIP PROVIDE ADDITIONAL HANGERS AROUND THE INTERIOR PARAPET PERIMETER AT ALL MEMBERS WITHIN 8" OF PERIMETER -� BUILDING STRUCTURE ABOVE MASONRY VENEER PROVIDE STABALIZER BAR - COUNTER SLOPE HANGERS IF MORE S-8 BETWEEN ALL MEMBERS AND THAN 1:6 OUT OF PLUMB DUE THE PERIMETER --� 0 TO OBSTRUCTION ABOVE: TYPICAL FOOR: \ " 4-PLY TORCH DOWN BITUMEN ROOFING ON -- -- - MAIN RUNNERS AT 4 -0 O.C. SUPPORT WITH #12 WIRE AT 4'-0" O.C. OR SHA HIINGINTERWOVENONOT.J.LLT BASE ON JOISTS BELOW 8' PLYWOOD LATERAL WITH #10 WIRE AT 5'-0" O.C. BRACING f _ R-30 BATT INSULATION FILL BETWEEN THE SECURE ALL HANGERS TO BUILDING — T.J.L. JOISTS ABOVE WITH VAPOR BARRIER STRUCTURE ABOVE. — —` WRAP PROVIDE 2' X 4' SUSPENDED CEILING AT LATERAL BRACING AT NN-0 O.C. ~_` 12'-0" ABOVE THE LOWER FINISHED FLOOR EACH �',AY - MAIN RUNNER TO CROSS RL VNERS TO FIT BETWEEN STRUCTURE ABOVE. BEGIN BRAC114G I I THE MAIN RUNN_RS HUNG FROM THE UNDERSIDE OF THE T.J.L. I JOISTS ABOVE WIININ 6'-0" OF PERIMETER AND I I 2'-0" FROM CROSS MEMBER 1 4'-0" 0 C. 4'-0" O.C. 1 \ STL. ANCHOR PER DETAIL S-16 ACROSS IN 8" MAX. 5'- 0" O.C. �____-__ 5'-0" O.C. �� WINDOW OPENING WITH 4 X 6 BLOCKING a) MAXIMUM 12'-0" O.C. EACH WAY BEHIND WEEP HOLES AT 24" O.C. AT MASONRY BASE S-16 LATERALSU2PE � DED- SCALE: 1" = 1'-0" EXTERIOR STUD 7FRAME AWALLS TION ILL IN ALL G. A N -PROVIDE 2" EXPANDED FOAM BASE SET 6" ABOVE THE LOWER WINDOW RT EGPA FRF.ME LINE FOR 'DRYVIT' FINISH i ( PROVIDE GLU-LAM HEADER AS SIZED ON THE BUILDING FRAMING PLAN o o ABOVE THE LOWER 8'-0' OPENING FOR THE STORE FRONT GLAZING Lu -� � TYPICAL WALL: R-30 MIN. BATT INSULATION WITH DRYVIT STUCCO FINISH ON TYVi•K' � a VAPOR BARRIER AT INSIDE FACE -~ BUILDING WRAP ON PLYWOOD SHT'G a �- — ON 2 X 6 STUDS WITH 1/2" INTERIOR GYPSUM BOARD FINISH w R-4 INSULATED J.P.L SUPPLY ~- --- < z AND RETURN AIR DUCTING ABOVE THE R-30 MINIMUM BATT INSULATION 1110 LL DROPPED (:FILING WITH WIRE TIE -i CONNECTIONS TO THE T.J.L. BOTTOM R-21 MIN. BATT INSULATION J CHORD PER MANUF. SPECS AND REQ. f� 3 w VAPOR BARRIER COVER OVER THE PROVIDE SHIM AND 2 X CONTINUOUS WIRE ?IES FROM THE T.J.L. �, INTERIOR FACE OF THE UNFACED BLOCKING AT THE REAR FACE OF THE CEILING ABOVE TO THE MAIN AND INTERMEDIATE RUNNERS BATT INSULATION GLU-LAM HEADERS AROUND THE BUILDING PERIMETER PROVIDE 'J' METAL CAP FINISH ON PROVIDE 1/2" INTERIOR GYPSUM BOARD THE TOP OF THE INTERIOR 1/2" GYPSUM / -►— PROVIDE VERTICAL MASONRY SOLDIER WRAP FROM ABOVE TO THE ALUMINUM BOARD FINISH AT HE 'FOP OF THE INTERIOR CORSING AT THE TOP AND THE STORE FRONT GLAZING - CALULK NON BEARING FRAME WALLS BOTTOM OF THE PERIMETER TOP AND PAINT INTERIOR TO THE FRAME cn DOUBLE 2 X 4 TOP PLATE WITIH 48" MIN. OVERLAP � BAND VENEER AT EACH SPLICE - TYPICAL ,-_/ WEEP HOLES AT 24" O.C. AT MASONRY 'Q BASE PROVIDE 2 X 4 :,OLID FIRE BLOCKING f`_ ~— THEERMAL FLUSH ALUMINUMROVIDE U.S, CORP.AZINGYSTEM 4T 8'-0" ABOVE THE FINISHED FLOOR SERIES IT451 WITH #125 DARK LINE - 10'-0" MAXIMUM VERTICAL PROVIDE LATERAL BRACING OF ALL BRONZE ANODIC COATING ALUMINUM L� UNBLOCKED INTERIOR WALLS `- MAIN RUNNERS AND AT HE PERIMETER FRAME SET. -- 2" FACE WIDTH, f• AS REQUIRED BY U.S.G. MIN. SPECIFICATIONS 4 1/2" DEPTH, 1" GLAZING INFILL PROVIDE 2 X 4 PERPENDICULAR INTERIOR V HEADERS AT ALL 114TERIOR NON BEARING �` TYPICAL FLOOR: DOORS AND WINDOA OPENINGS CARPET AND PAD ON 5" CONCRETE SLAB ON GRADE 1M'.H #4 BARS A7 a 24" O.C. EACH WAY OVER .0(,6" MIN. I �_� BLACK PLASTIC VAPOR BARRIEP OVER c O PROVIDE 'DRYVIT' FINSHED BREAK LINE AT 8'-6" 2" MIN. SAND BAES OVER 6" M1N. r ABOVE HE LOWER FINISHED FLOOR COMPACTED GRANULAR FILL W v R-15 MIN. RIGID PERIMETER SLAB INSULATION! EXTENDING 24" MIN. LLJ --PROVIDE SOLID FIRE BLOCKING AT 10'-0" UNDER T;.E SLAB BASE MAXIMUM VERTICAL !NTERVALS AT ALL INTERIOR n/ AND EXTERIOR FRAME WALLS - TYPICAL —1" INSULATED BRONZED TEMPERED O GLAZING - TYPICAL Q- \_ O O -' V) V PROVIDE HORIZONTAL ALUMINUM BAR IN STORE FRONT SET AT 24" ABOVE THE FINISHED FLOOR Q Z TO HE CENTERLINE .� o PROVIDE EXPANSION ANCHOR o 4' X 5' X 1/4" INTERIOR TEMPERED o m / AS REQUIRED BY THE WINDOW N V I f GLAZING STOPPED INTO INTERIOR 1 w MANUF. TO THE LOWER CONCRETE LJ_ WINDOW FRAME OPENINGS WITH TRIM o c / STEM WALL. W WRAP AT EDGES AND PERIMETER ---_� V) V - 2 X 4 SILL BASE m Z4O `/- Ac-__-_-- _-_ -r�� _ fl 1 8" MIN. CONCRETE GASE EXPUSURi_ r ------- -------- � R-15 MIN. RIGID INSULATION AT BETWEEN HE FINISHED GRADE AND SLAB PERIMETER �! THE FINISHED FLOOR ELEVATOIN 00 .Q -- --- TYPICAL INTERIOR WALL: -- 112" GYPSUM BOARD FINISH ON EACH II SIDE OF 2 X 4 STUDS AT 16" O.C. 24" MIN. I� -- PROVIDE 2 X 4 P.T. SILL PLATE WITH ------------------- M I NILTI' EXPANSION ANCHORS AT 24" O.C. l'I J FINISHED GRADE IS TO SLOPE AWAY jI FROM THE BUILDING EDGE - TYPICAL z INTO THE LOWER CONCRETE SLAB I 11 1 I — CONCRETE SLAB FLOOR ' �i S-1 0 I I I I o Q � O LLJ v, f- ori o r LIJ LA- II a � ~ Z p � Jv " v opo '1 ---- SEE THE STRUCTURAL TARt,ET AND ~ w czi) ccr d C M "' -- -------- -.--- - ------ - - : I� DETAILS FOR REFERENCE 0-- SPECIFIC � = J `=t � Z (3Q 0. 0 ---------- ___ --- ------ - ---------- - -_------- t11� U N dS-; CONSTRUCTION, SIZE ANf, REINFORCING = U z _ Q o 1 REQUIREMENTS �� "� �_ � a ( U_ ` x Q :D Lij CLEAN CUT GRADE LINE AT INTERIOR Q U 0 o (Y n WALL S-EQTIOUAC WWALL SECTIQN A FACE OF EXCAVATION SCALE: 1" = 1'-0" SCALE: 1" = 1'-O" - North Dakota Street, 12655 5 T 96-0012,PLM 96-0029 BLIP 96 0OR0,MEC 96.0043 9 of 17 If this police appears clearer (11;111 the document, the document is of marginal qual;ty. Rjl I 1109 1110 0111141111 till 111.q� ,1. �!�Wi a iii Er ��1►t�l��ili�ttliii� n ,Iirl��iP niilini i�iihin i�r�I��nN�iifn�i��i�iln►i��l�, : S _TUD WALL -- 2 X 6 STUDS AT 12" O.C. EDGE NAILING ---- AT O.C. - TYP. U.N.O. -PLYWOOD SHT'G - SEE �---- 2 X 6 STUD SHEAR WALL p4 BARS AT EDGE - SEE - - " EDGE NAILING \ SHEAR WALL SCHEDULE SHEAR WALL SCIiEDULE I CENTERLINE 48 U.C. l { 6�� --2 X 6 P.T. PLATE WITH 5/8" DIA. X 10" --BRICK VENEER --MASONRY BRICK VENEER I ` m�= A.B. AT 48" Q.C. -- TYPICAL UNLESS NUTED j - _ SEC(�'U STUD WALL - NON oM OTHERWISE - SEE THE SHEAR WALL 1 2 - TYP. '_DGE NAILING wy 'SlMPSON' H3 AT 48" O.C. 1- + I STRUCTURAL ce4 SCHEDULE 54 -- EXTCND RIG;D INSULATION FROM THE TOP -----EDGE NAILING --2 X 6 P.T. PLATE WITH 5/8" DIA. X 10" i a4 / OF SLAB 24" MIN. UNDER AS SHOWN f P..B. AT 48" O.C. - TYPICAL UNLESS NOTED I tell —10d AT 6" O,C. INTO Bt.00KING OTHERWISE - SEE THE SHEAR WALL r----2 X 6 STUDS AT 16" U.C. V)4 j' TYPICAL SLAB; SCHEDULE I I I WITH 1/2PLYWOOD SHT'G a4 5" CONCRETE SLAB ON GRADE WITH _ 11y4 BARS AT 24" O.C. EACH WAY OVER --PLYWOOD SHEATHING -------CONCRETE SLAB I � I 6" � 2" SAND OVER 6" COMPACTED GRANULAR FILL WEEP HOLES AT 2 x 6 P.T. PLATE WITH 5/8" ALTERNATE � I -'SIMPSON' CS16 AT LEDGER SP 24" O.C. MAX. - - -- - z--- - __ __ _ _- , I I DIA. X 10" A.5/ "AT 48' O.C. - --_ - _--_ 24X C D —"�-'- SPLICES AT GRADE- _=--_____ - - - ( (ALTERNATE: 5/8 DIA. X 8 KWIK TAIL DIRECTIONS ) ii W_ _ -------,--__` - (2-SIMPSON CS16 AT 'SIM') _-� - BOLTS AT 48" O.C. WITH 4" EMBED) IIF) -- -----' —_ G I i _ I 2 X 6 LEDGER II �I EDGE I SLAB - SEE FOUN'JATIOIJ PLAN — womwow, I I (2) 16d AT EACH STUD Ij 24" MINIMUM NAILING 24" MINIMUM I 2 X 6 BLOCKING II — -- -VERTICAL y4 BARS AT 48" O.C. T.J.L. JOIST z I! --FINISHED GRADE Z 11 •�—CUT GRADE LINE PLYWOOD SHEATHING II , ------------------ T ------------------------- - II �I ' 00 = �o !I --ROUGH JOINT 2 X 6 STUDS AT 16" O.C. I I II I ' m (2) #5 CONTINUOUS TOP AND THICKENED SLAB , 4 -- BOTTOM - �—(2) �t5 CONTINUOUS TOP id , -- AND BOTTOM —EXTENDED FOOTING FOR BRICK E0. E0. 6" VENEEr. ABOVE - SEE THE - 6.. 6,. 6 ID- ruuNDATION PLAN 1'-0" �� D TAIL S- 10 _ TAIS - 7DETAIL TAI -- 1 TA AN SCALE: 1" 1'-0" f SCALE: 1" a 1'-0" I SCALE: 1" = 1'--0" I SCALE: 1" = 1'-0" REF, STRUCT. F.1 j I CAN --- - JOINT CENTERLINE - r rns I - 3/4" DEEP TOOLED JOINT I � htai I 1 1 2" MIN. I ' OF V 1 BRICK VENEER --1--- CONCRETE SLAB 3' MAX. EDGE NAILING EDGE NAIL I SAND - TYPICAL 2 ROWS -VAPOR RETARDER 2 X 4 FLAT BLOCKING WITH 10d 16d O 16" O.C., STAGGERED ''� EXTERIOR DOOR AT 12" O.C. ONLY CONCRETE SLAB 2 X 6 BLOCKING -PLYWOOD SHEATHING PLYWOOD SHT'G ----- _-- - -- ----- C V Q d > V C d D Q Q D FINISHED GRADE- __--- _��- -�_ Vi d Q D 4 n V D 4: ' p D D F r_=--=----------------------- � II J !I a 4w Wu—JOINT �--GRAVEL BASE - TYPICAL _ - -- 18" T.J.L. AT 24" O.C. - TYP. �i 24" MINIMUM DO NOT RUN ( II \ REINFORCING VERTICAL #4 BARS AT 48" O.C. -- -10d AT 8" 0•C. T'IPICAL U.N.O. THROUGH JOINT TOOLED EDGE �I ALTERNATE TAILS - SEE DETAIL S-1 SEE "TOP CONN." FOR SHEAR 10 Ij / 1 X 2 NOM. KEY WITH I I "- WALL BELOW Al SHEAR WALL (NOM.) I I -- SCHEDULE I BEVELED TOP AND E;OTTOM BEVEL LIMIT: � 12 I 1 II �---- 8d AT 6" O.C. TYPICAL U.N.O. "� v EDGE NAILING - SEE `HEAR WALL ________= Q � SCHEDULE I I W —PLYWOOD SHEATHING - - ----T- Q C Q d a 4 a d a 6" 6" 6" ROOF JOIST - SEE ROOF FRAMING - 2 X 6 STUDS AT 12" O.C. - d Q d Q d Q n, PLAN WITH "NO-NOTCH CLIP" EXTEND STUD AT 8'-1" O.C. CONT. _ D t� 1'-6" I TO THE TOP OF THE PARAPET - w GLU-LAM BEAM - SEE ROOF COLD JOINT •ALL CONSTRUCTION JOINTS TU U FRAMING PLAN BE COLD CONTROL JOINTS '_'" DETAIL S 11 DETAIL S -- 8 DETAIL TAI S - 2 a SCALE: 1" - V-0" ( SCALE: 1" = V-0" -- " � " - � SCALE: 1" 1'-O" SCALE: 1 1 -0 I � (4) 10d DOUBLE TOP PLATE STL. COLUMN CENTERLINE 1 112 - TYP• Q W T STEEL COLUMN - SEE 0 MECHANICAL UNI? - I I FOUNDATION PLAN (Y -METAL CURB - I I I — BASE PLATE 5/8" X 5 1/2" X 12" �••.. � O WITH (2) 5/8' DIA. A.B.'S AT 9" O.C. 0 / ATTACHMENT PER MANU. �--- ----PARAPET WALL FRAME 1 �- SPECIFICATIONS TO 4 X CURBING j -- - NON SHRINK GROUT W PLYWOOD ROOF SHEATHING -BRACE CLIPS WITH RIPPED X x III 2 X AT f'-0" Q.C. VAX. ACROSS (2) CS16 STRAPS ON EACH INTERIOR I I (2) N4 BARS X 4'-0" CENTER ON FACE OF THE DOUBLE 3ROKEN TOP j I STEEL COLUMN ® T.S. COL. ROOF (6) 16d TOENAIL AT PLATE CENTERED OVER THE EXTENCED I I I _ J EACH END FRAME STUD FULLY NAILED PER MANUF. I I 3 O SPECIFICATIONS I 16 STEEL COLUMN - SEE PLAN -- --2 X 6 BLOCKING "' """"" I BASE PL - 5/8" X 12" X 12- - TAPERED 2" - -- - TAPERED 4 X UNDER CURB I� I WITH (4) 5/8" DIA. X 10" A.B.'S TO LEVEL MECHANICAL UNIT �� I 1 1/2" NON--SHRINK GROUT v , - DOUBLE TOP PLATE I PLYWOOD SHEATHING �La 1 I I I I II I CONCRETE SLAB O T. . JOISTS Q J l 18" T.J.L. AT 24' O.C. JOIST TO ALIGN t t t WITH THE STUD IN THE FRAME WALL (� _ 1 (2 _-_______ __-_-_____-_- -_-__--------- Q 16d TOE NAIL AT 8" O.C. AT AS SHOWN TYPICAL ! __ _ EACH SIDE - STAGGERED 0 1- - I LL"J COOORDINATE LOCATION OF .... ........ MECHANICAL Y�".TH PIN JOINT IN !! !I TRUSS - VERIFY IF REQUIRED "I BY THE MANUF. , o li II ~FOR REINFORCING - II II SEE PLAN 2 X 6 `,TUDS AT 12" O.C. -- _-- -------- BLOCK UNDER CURB WITH 2 X 6 EvTFN[1 STUD AT 8'-0" O.C. CONT. �_______X_ FLAT (OR ROOF JOIST) 10 rHE TOP OF THE PARAPET Q •NOTE: It Q LTJ iT PRIOR TO PLACEMENT OF MECHANICAL. - 2X STUD AT EACH SIDE OF o Q' W � w Z m 1-•7 o UNI1 VERIFY SIZE AND WEIGHT WITH CONTINUOUS STUD Lai Z III Q FOUNDATION WALL 3" CLR. - TYP. Q THE DESIGNER AND ENGINEFR TO W_ Q Z z `- REVIEW ATTACHMENT TO THE 2 X 6 STUDS AT 12" O.C. - � ~ 5 -d w rr u '2 i ROOF STR1JCTURE. I I TYPICAL. ____ _ __-- v o —CONTINUOUS FOOTING BASE VARIES - SEE FOUNDATION PLAN O � Z = Q � 0 -__I xw rn U I-t1 to w p m Q ~ o y o�M DET6jL.5 - 1Z TAI S -- DETAIL - DETAIL - > � UozQ 3 Q _ SCALE: 1" = 1' 0"— SCALE: 1" _ 1'-0" S - CALE: i = 1 -0 � SCALE: 1 = 1 -0 + I North Dakota Street. 126;5 SIT 96-0012,Pt M 96.0029 � E3UP 96-0060,NIP,Ti r�nq;i 10 of 9 If this nolice appears cleturer than the document, the document is of marginal quality, 1111 pit 1�i�11 I�l1i��1'1f1� 1111111,111 � ��,•iTi ��fi�I��I��oi f��tlmiliitiliili iriiliii� iin��nitiiib�i� m�hui n�ilnn��i��lni:�inili�n►ii�rh� - 4'-0" O.C. - TYPICAL _ --- -- - 8d AT 4" O.C. - ---_~ PLYWOOD SHT'(, METAL ROOFING / I 10d AT 6" O.C. - I *PLYWOOD, JOISTS, AND STUD WALL IJOT SHOWN FOR CLARITY I1 1 8" T & G PLYWOOD I GLU-LAM BEAM I SHEATHING I 15 M BLDG. PAPER ON 1/2" PLYWOOD 6 FNA3T SHEATHING ___-_--...____ ... 'SIMPSr� 4" BRICK VENEER DIAG. DOUBLE TOP PLATE ---1/2" PLYWOOD SHT'G WITH Bd AT 6" O.C2 X STl1DS 11 2" ----T.J.L. IL AT PANEL EDGES AND 8d AT 12" O.C. IN N -- _-� FIELD I —4 X 6 BLOCKING AT 'SIM.' __.._..___._ 1 -f-- 2 X 4 STUD FRAME WALL AT I ri — ---- -- 2 X 6 DIAG. AT 48" O.C. 16" O.C. - PROVIDE PLYWOOD --" SHT'G AT EVERY OTHER FRAMED 1/2" DIA. X 5" LAG BOLTS AT 36" --•••- -•-- ---- ---__ GLU-LAM HEADER WITH I WALL -- - O.C. IN 9/16" X 1 1/4" VERT. SLOTTED TYp DOUBLE TOP PLATE SILL PLATE OVER 2 X 6 FLAT HOLE IN ANGLE ----- BLOCKING BELOW - NAIL WITH - PLYWOOD SHEATHING, 10d NAILS AT 6" O.C. ----�\ LINTEL ANGLE LET INTO BRICK 4" - MIN. AT EACH SIDE I STUD FRAME WALL L 4"X4"X5/16" AT OPENING UP TO 5'-6" I t L 5X3 1/2" X 1/4 AT OPENING UP TO 6'-6" I ( I - -- ---- -- — - BRICK VENEER L 6"X4"X5/16" AT OPENINGS UP TO 8'-6" 3/ I 1 SIDE PLATES 1/4" X 6" X 8" L 7"X4"X3/8" AT OPENINGS UP TO 13'-6" 6 t WITH (2) 3/4" DIA. BOLTS -- 4 X 10 HEADER I I AT 1 1/2" VERT. SLOTTED HOLES �-' --- (2) �4 BARS IN SOLDIER PROVIDE WEEPH�iLES IN MASONRY AT L _ 24" O.C. - TYPICAL I I AT GL. 6 3/4": BRG. 163/4" X 6" X 8" ARCHING CORSE WITH SOLID COPPER FABjcIC FLASHING I I i AT GL. 5 1/8": BRG. P 5/8" X 6" X f 1/2" GROUTING I I VENEER BEYOND / '• ' S STEEL COLUMN •7`--(`) tOd --- 2 X 6 SOFFIT JOISTS AT 24" I I O.C. — - -- NOT,E: . I _ 1. ALL LINTEL ANGLES SHALL 'SIMPSON' A35 AT EACH JOIST PLYWOOD ROOF SHEATHING BE GALVANIZED 2 1 2' CONNECTION TO DIAGONAL 2. SEE SPECIFICATIONS FOR ANCHORAGE -1- \��` \` 2 X 6 FLAT BLOCKING OF VENEER TO STUD WALL —STUD WALL 3. TENDTO ADIt NACENTLE IN BD JOINT 4" VENEERE MNSUPPORTS U.N.O. --- 'SIMPSON' LUS26 HANGER T.J.L. TRUSSES AT 24" O.C. ��y� DETAILS 2 2 1/2- EXP. ANCHORS AT 24" O.CDE TAIL S- 19 D E TAILS - 16 DETAIL S.- 13 _ T SCALE 1" - V-0" I SCALE: 1" 1'-0" I SCALE: 1" a V-0" I SCALE: 1" a 1'-0" I o ND, N - — ---- -EDGE NAIL --- -- - - - rr�_ 1O• I --PLYWOOD SHEATHING I I OF O� •PLYWOOD, JOISTS, AND STUD WALL PLYWOOD EDGE NAILING - SEE NOT SHOWN FOR CI.ARI TY PROVIDE DBL. STUD UNDER VERTICAL SHEAR WALL SCHEDULE EACH HEADER - TYPICAL JOINTO.C. 1'-4" PLAN GLU-LAM BEAMS - SEE ROOF FRAMING - -HOLD DOWNS A5 REQUIRED BY ` 2 ROWS 10d AT 6" O.C., 8d NAILS AT 4" THE PLANS AND HOLDOWN / STAGGERED, TYPICAL. T.J.L. JOISTS AT 24" O.C. 1 1/2" HIM BOTH SIDES OF BEAM WITH 3/4" SCHEDULE INSTALLED PER I AT 2-2x STUDS SEE THE ROOF FRAMING PLAN PLYWOOD AND NAIL WITH 10d NAILS AT MANUF. SPECIFICATIONS 4" O.C. IN ROWS 4" O.C. - 2-2X STUDS AT PLYWOOD I *SIMPSON' A.35 VERTICAL JOINTS h=:--=r1 q z DOUBLE TOP PLATE PLYWOOD SHEATHING I I I i I __ I � �---STUD WALL ABOVE t I gig — I I 'SIMPS�iV' A35 AT TOP AND BOTTOM I �c_ f+ 2 X STUD + —� a -- N I �- -HEADER P L A iv "EDGE .VAILiNG" 2 X 6 STUD SHEAR WALL AT -- -- } i -- SEE SHEAR WALL I 1 e ---- --- I SCHEDULE TYPICAL AT 1 I 16 O.C. I - - CONTINUOUS EDGE MEMBER I - --- i ------.•--- -- -. PLYWOOD VERTICAL JOINTS O 12 FT. OPENING: 4X6 NO. 1 DF-L I , O 6 FT. OPENING: 4X6 NO. 2 DF-L STAGGER SECOND 2 X 6 STUD FRAME O_ 3 FT. OPENING: 2X6 N0. 2 DF-L "FIELD NAILING" t � WALL � PLYWOOD VERT. SEE SHEAR WALL j j I I ~_- DOUBLE STUD UNDER EACH END JOINTS I SCHEDULE I I '~ -PLYWOOD SHEARING I 1 SIDE PLATES 1/4" X 9 1/2" X 12" a - OF HEADER FLYWOOD 3/16SOT ED HOLESDWID HB+51/4"1CLR. VER-f. W 'SIMPSON' A35 ! I I d VERTICAL � � �• " " JOINT I I BRG. PL. 3i 4 X 8 X 12 �-- - P.T. SILL PLATE FACTORY GLUED BRG. BLOCK W - CONCRETE SLAB BASE I I Z 1 I TUBE COL. - SEE FND. PLAN DETAIL S - 23 DETAIL S - 20TAI L S - 17 DETAIL S - 14 0 Q , SCALE: 1" 1 -0" I SCALE: 1" 1 -0w I SCALE: iw m 1 -0w i SCALE: 1r' V-0" � w ~ 1 1/8" T do G PLYWOOD SHEATHING V) Q W OVER 2 X 4 STUD FRAME WALL BELOW I O PLYWOOD AND JOISTS DOUBLE TOP PLATE NOT SHOWN FOR CLARITY (yO �t ..,,: •,•,•.,:., . — Q �I 2 X 4 STUDS AT 16" O.C. WITH GLU-LAM REAMS - SEE ROOF FRAMING Of ".' TOP FRAMED AT 12:12 PITCH PER PLAN 0 0 LLj ELEVATION OVER LOWER T.J.L. TRUSSES - -- —VENEER ANGLE •FOR ADDITIONAL INFORMATION FILLER PL. AT EACH SIDE AT 'SIM' Q SEE DETAIL 5-16 SEE S-10, SIMILAR. :, PLYWOOD ROOF SHEATHING CONTINUED 1 112" 1 2" -BRICK VENEER ABOVE UNBROKEN EDGE NAILING J Q PLYWOOD SHEATHING OVER 2 X STUD I < Q FRAME EVERY OTHER WALL FRAME WALL . c/ ry - - - - -- - AT 48" O,C... METAL ROOFINGfy-- _--.-.� - -- - — -- C ......__.........__..__..._......... i ir ___ . ___ ___..........- a C� _.. lel._ xi - 2 ROWS 16d AT 4' O.C,, w w __ - ( N I STAGGERED N cx a TYP. T.J.L. JOISTF 2 X 6 LEDGER I 1 (AT'SI ': IN PLATE: _ 3/ X 5 " A " 6" 1 1 1 I I � (AT 'SIM': INTERMED. (E 3/4" X 6" �( 7") f I \ SIDE PLATES 1/4" X 12" X V-3 1/2" 4 X 6 BLOCKING I I I 1 js I I WITH (4) DIA. BOLTS 0 1/2 " " VERT. SLOTTED HOLES I I (AT SIM". SIDE PLS 1/4 X 12" X V-6 1/2" I t WITH (4) 3/4" DIA. BOLTS 0 1/2" VERT. SLOTTED HOLES o Z U a 1 1 1 I 1 TYP. J I I n w W €, 3/-�- � I I — 8RG. PL. 5/8" X 6 1/2" X 12" 0 cr W O z z m 1— 9 o 16 i i (AT 'SIM': BRG. T 3/4" X 8" X 12" Q Z_ d Z • - 2 X 6 BLOCKING FLAT BETWEEN THE I I O J a `i x u Q TRUSS TOP CHORDS UNDER EACH Z M on u 0 FRAMED WALL TUBE CGL. - SEE END. PLAN w W �, o Q u o�w " H Z F- U.) 3 Vd1 _DETAIL_ S - 24 _ TAI5 - 21DETAIL - 1 T.J.L. JOISTS AT 16 O.C. BELOW TAI S - 1 ,56 � > D o zviOVERBUILT AREA -� us _'�QN U `CAI_C: 1" - 1 (JSCALE: 1" V-0" SCALE: 1" = l'-0" SCALE: 1" - l'-0" Q x U x in o < n ` North Dakota Street, 12655 SIT 9l 1tU12,PLtv1 06-0029 BUP 96-0080,MEG 96 0043 1lof17 If this imlice upper..s clearer flum the document, the documeut is of marginal quality. p ]PIN 14 1 tM 24X C D I PROVIDE 1 1/2" DIA. GRAB BARS ATTACHED TO SOLID BLOCKING IN THE WALL CAPABLE OF 300# SUPPORT INSTALLED 33" TO 36" ABOVE THE FINISHED FLOOR TO THE TOP OF ---i THE BAR PROVIDE 24" X 24" FLAT GLAZED TEMPERED FIXED SKYLIGHTS CENTERED DIA. MIN. CLEAR SWING SPACE AS ABOVE THE LOWER T J.L. JOISTS AT B _ N SHOWN WITHIN THE BATHROOM AS REQUIRED 24" O.C. AS LOCATED ON THE FLOOR PLAN AND ROOF FRAMING PLANS VINYL FLOORING PROVIDE 2 X 10 EXTENDED BLOCK FRAME AROUND THE TOP OF THE INTERIOR OF THE � / - --- T.P. r.JLL DISPENSER AT THE SIDE OF THE T.J.L. JOISTS BELOW AS SHOWN AND TOE NAIL `i SINK COUNTER IABI OL THROUGH BACK INTO THE TOP CHORD AND �C� � AA LAMINATE TOP COUNTER WITH SHEATHING WITH 16d NAILS AT 6" O.C. I S�Ni� � _ o VANITY SET AT 33" TO 34" MAXIMUM ABOVE AROUND THE PERIMETER y I THE FINISHED FLOOR S-ACE WITH 29" MIN. CC CLEARANCE BELOW \ PROVIDE 24 GA. COUNTER FLASH OVER THE _ (1 LOWER CANT STRIP AND EXTENDED BITUMEN - -- -^" '-'- --- PROVIDE_ ACCESSIBLE APPROVED DOOR HANDSETROOFING BF'-OW THE SKYLIGHT LIP COVER ---- -- - WITH PRIVACY LOCK ON THE 36" BATHROOM DOOR 'SIMP N' PROVIDE A CONTINUOUS RIPPED CANT SP2 PL TE T 1 1 1 STRIP AROUND THE SKYLIGHT PERIMETER lJ �^ A6 -- -- PROVIDE WALL MOUNTED PAPER TOWEL DISPENSER FRAME WITH 16d NAILS INTO THE LOWER , 24' O.C. - AT THE SIDE OF THE SINK NOT TO EXCEED 40' T.J.L. AT 12" O.C. TYPICALATH P ,A A60VE THE FINISHED FLOOR - — EXTEND A 2 X 4 STUD FRAME WALL AT tfi O.C. DOWN FROM THE BOTTOM OF THE SCALE: 1/4" = 1'-0" T.J.L. JOIST AS SHOWN TO A HEIGHT OF 11'-11" `4 ABOVE THE FINISHED FLOOR BELOW - WRAP WITH 1/2" INTERIOR GYPSUM BOARD FINISH + F AS SHOWN PRIOR TO T-BAR INSTALLATION G'RAB BARS ARE TO BE INSTALLED AS SHOWN WITH 1 1/4 MIN. TO 1 1/2" + THE MIN. INSTALLATION REQUIREMENTS OF PROVIDE WIRE TIE FRAME FROM T.J.L. JOISTS MAX. O.D. SET TO HAVE A CLEAR ++ ++ TO THE T-BAR FRAMEWORK BELOW TO MEET PAC BEHIND THE GRAB BAR OF 1 1/2" THE MANUF. FROM THE WALL -_- -- 0 —� JPROVIDE 2 X 4 EXTENDED STRUTS FROM THE BOTTOM OF THE EXTENDED FRAME WALL CUT PROVIDE BETWELUSET WITH o X WITH TIGHT FIT ABOVE INTO THE TOP PLATE SEAT SET BETWEEN 17" TO 19" ABOVE THE LOWER FINISHED FLOOR — o AND THE ROOF SHEATHING Li -- WALL MOUNTED LIGHT FIXTURE j zN (3) tOd INTO FRAME - TYPICAL z , --•5'-U" X 4'-0" X 1/4" PLATE MIRROR �r) O SET 40" MAXIMUM ABOVE THE LOWER ---DETAIL S- 25 -'- FINISHED FLOOR ( _ G. HRA /------- PROVIDE 1 1/2" O.D. STL. RAILS AT SCALE: 1" = 1'--0 f THE REAR AND SIDE OF TOILET AS o � • I DIMENSIONED TO MEET THE MIN D, R399 REQUIREMENTS OF BARPIER F.<EE STND. O a PROVIDE EXTENDED LEVER HANDLES, HOT f�F _ PROVIDE 48" X 48" FLAT GLAZED y z AND COLD ABOVE THE LOWER FORCF_LAN TEMPERED FIXED SKYLIGHTS CENTERED SINK BASIN ABOVE THE LOWER T.J.L. JOISTS AT -- i 9" 30" 24" O.C. AS LOCATED ON 11iE FLOOR PROVIDE INSULATED WRAP PROTECTION 42„ PLAN AND ROOF FRAMING PLANS AT THE LOWER DRAIN AND WATER SUPPLY LINES -- �— — PROVIDE 1/2" GYPSUM BOARD FINISH WRAP - - — / AROUND THE INTERIOR CONTINUOUS T.J.L. JOISTS WHICH EXTENDS THROUGH THE SKYLIGHT WELL FRAME AS SHOWN X U PROVIDE 'SIMPSON' SP2 PLATE AT v� I a I 1 1 12" O.C. AROUND THE PERIMETER OF Q, 1 THE EXTENDED SKYLIGHT FRAME WELLS / I t8 15" —OPEN COUNTER BELOW SINK TO THE REAR WALL En TEND THE R-30 CEILING BATT INSULATION ---- ----- ------- FILL UP TO THE EDGE OF THE FRAMED 4'--2" 5'-0" SKYLIGHT WELL _L�: VA TI d N ' A' ELEVATION ' t PROVIDE Z X 4 BRACING RACK INTO L __`�,_ 'T THE TOP OF THE ADJACENT T.J.L. JOIST SCALE: 1/2" = V-0" SCALE: 1/2" = 1'-O" FROM BELOW SEE DETAIL ABOVE N r+ I+++ T-BAR DROPPED CEILING CUT AROUND 4 + THE EXTENDED SKYLIGHT WELLS OATH P _- ------ - w -- -. —_ oa PROVIDE ROUND INSULATED FLEX Cr o DUCTING AS LOCATED AND SIZED ON THE o MECHANICAL PLANS !w, Z z V K LA. 0 DETAIL S 26 U- 0 0 SCALE: 1" a 1'-0" W — ROOF ABOVE W G � —PROVIDE CONTINUOUS UNBROKENO C) GYPSUM SHEATHING OVER THE T.J.I. 1l', "- V ' 48"X42" WAL !SASE 48 X42" WA BASE FRAMED WALL SEAM STORE FRONT STL, TUBE FRAME DOOR SET CABINET FILLER AT EACH SIDE - (2) 24"X42"X12" UPPER CABINET U.S. ALUMINUM CORP. SERIES IT451 INSTALLED STORAGE AS SHOWN SET 18' ABOVE PER MANUF. SPECIFICATIONS AND REQ. f 0 THE LOWER COUNTER TOP -CARPET AND PAD OVER LOWER CONCRETE PROVIDE SINGLE LUNG HANDSET SPOUT SLAB BELOW EXTENDED UP TO EXTERIOR M AND HANDLE APPROVED FOR ACCESSIBLE1� DOOR SILL LJJ r�e� STANDARDS ABOVE LOWER COUNTER SINK 1 - / - - -- ADJUSTABLE FLUSH TOP SET SCREWS AT �'"� �+-- * • � � -� --'--- ' PROVIDE STEP IN COUNTER TOP AS SHOWN THE JAMB TOP PER MANUF. SPECS -:=- - ---- AT THE LOWER SINK AND COUNTER WORK 1 I ALIGN 2 X 4 STUD FRAME WAI L L SPACE AT 24" O.C. BELOW THE T.J.I. JOIST STL. TUBE FRAME DOOR ._.J AS SHOWN BETWEEN GRID 'C' AND 'D' C6 C6 OF THE PLAN SETVERIFY1 2" MAXIMUM VERTICAL THRESHOLD -- 18" STANDARD CABINET BASE AT IS PROVIDED AT ALL EXTERIOR ENTRY DOORS CORNER PROVIDE 1/2" GYPSUM BOARD FINISH INSTALLED PER MANUF. SPECIFICATIONS _ FROM THE TOP CHORD OF THE a AND REQUIREMENTS T.J.I. JOIST TO THE BOTTOM Or W Li i - `- ----7 THE EXTENDED 18" FRAME WALL CONCRETE ENTRY WALK - SLOPE AWAY FROM AS SHOWN Q THE ENTRY DOOR - SEE THE CIVIL AND SITE 1 a GRADING PLANS DROP CEILING AT 12'-0" ABOVE THE LOWER FINISHED FLOOR _ TOP OF JAMB 18" BASE PROVIDE INSULATED WRAP PROTECTION N AT THE LOWER DRAIN AND WATER I I _ ENTRY WALK a �._ SUPPLY LINES -- PROVIDE 'SIMPSON' A35 AT 24" z � v � 3'-0' �,. ---- I I Q p w O.C. FROM THE BOTTOM CHORD O W w m F- - OPEN COUNTER BELOW SINK TO II CY t/') Z � o ACCESSIBLE ACCESSIBLE THF REAR WALL OF THE T.J.I. TO THE CONTINUOUS II w = W V) z ZZ v 0�, EDGE OF THE LOWER CONCRETE STEM WALL < Z Q z Q CUUNTE-R SINK TOP PLATE OF TFIE FRAMED AND SLAB OVERPOUR - SEE DETAIL S-2 I- w J DRAFT STOP WALL BELOW I U- o f x Q Wv=i � I ELEVATION ' C' S - 28- W = _ � ~ � � tzv2 ETAIL _ A I I u < 50� Z � �' SCALE: i/2" = 1'-0" — -- ---- =0 SCALE: 1" 1'-0" SCALE: 1" - /2" f I - 1 1 QOC UNLf V) � otic ........ QALI ,.Ey _�INK. . North Dikorn Street, 12655 51T%-0012,PLM 96-0029 SUP 96 0080,MEC 96-0043 12 of 17 If this notice appearS Clem-er 111;111 the document, the document is of marginal quaP, ty. C e 1 I [ E EQUIPT SCHEDULE QUANTITY MODELTONAGE SPECIFIC�,TIONS PROVIDE DAY k NIGHT ROOF PACK TON, 4 TON, AND � .J • EACH INDIVIDUAL ROOF-MOUNTED HVAC SHALL 6 TON UNITS ON THE ROOF AEOVE INSTALLED PERMANBE PERMANENTLY :_ABELED AS TO THE AREAS QTY (2) MODEL # 580 DJV036074 3 TON 1200 CFM NOMINAL IT SERVES (SECTION 504(e)). IN ADDITION, AND L SPECIFICATIONS AND REQUIREMENTS AS SIZED OUTSiDE AIR: 120-300 CFM EACH UNIT SHALL BE EQUIPPED W11H A POWER I AND LOCATED 4N THE MECHANICAL AND ROOF PLANS GAS NEAT: 74,000 BTU INPUT DISCONNECT ANDA 120-VOLT RECEPTACLE PROVIDE R-4 INSULATED J.P.L. FLEX DUCTING 59,000 BTU OUTPUT SHALL BE LOCATED WITHIN 25' OF EACH UNIT HUNG FROM THE BOTTOM SIDE OF THE T.J.L. JOISTS WEIGHT: 460 LBS PER (SECTION 509) AS SHOWN TO EACH SUPPLY AND RETURN AIR DIFFUSER ` � AS LOCATED ON THE MECHANICAL PLAN QTY (2) MODEL 580 OJV048074 4 TON 1600 CFM NOMINAL J • A SMOKE DETECTOR SHALL BE INSTALLED IN THE IOUTSIDE AIR: 160-400 CFM MAIN RETURN AIR DUCT OF EACH SYSTEM PROVIDING EXTERIOR AND INTERIOR FRAME WALLS AS SHOWN GAS HEAT: 74,000 BTU INPUT AIR IN EXCESS OF 2,000 CFM. AN ADDITIONAL BELOW59,000 BTU OUTPUT SMOKE DETECTOR SHALL BE INSTALLED IN THE WEIGHT: 47U LBS SUPPLY DUCT, DOWNSTREAM OF THE FILTERS. ACTIVATION OF ANY ONE DETECTOR SHALL EFFECT QTY (1) MODEL # 5,30 DPV072074 6 TON 2400 CFM NOMINAL A SHUT DOWN OF THE SYSTEM PER (SECTION 1009 (a) (b)). OUTSIDE AIR: 240-600 CFM GAS HEAT: 115,000 BTU INPUT 92,000 BTU OUTPUT WEIGHT: 565 LBS 1 1 X 0 1 X10 1 1 FAN FAN Fj I 14X14 N - " 8X8 " N 1 12 DIA. " IA 1 " " DIA. N N DIA, -- r-- --- -...... ON/y /y /q 14X14 I Q T RA 12x12 - 10x10 10x10 _.._ _._ ______—.._ 10x10 ____ ____.._.____._.a I [ ... I I . . _______....__._..___.__..__I i o� —DAY & NIGHT �ry a R D, GON • i \ 3 TON MODEL 12X12 12X12 580 DJV036074 X 0 14X14 a I I . 0_I Q I '.w Di 0.. 1 14X14 - 1 X14 16" I — " " „ I Q 8 Q Q ex Ban F1 O i E 9" DIA " h 12X12 12X12 I o�Q � -] U I __.._...._..._1 (='-------�:: __-1 L.�__:'-�-� E�_-�7t._�..�.::�=_7 L1 C:I 14" DIA. M I 0, DAY & NIGHT 12" DIA. moo• DAY & NIGHT 3 TON MODEL DAN' & NIGHT 4 TON MODEL 580 DJV036074 a 6 TON MODEL - 14 580 DJV048074 �• OSP 24"X24" 580 DPV072074 --1 ....Fl .... id 9" DI '��P' 10' DIA. 12" DIA. 10" DIA. -- _---_�8� A� w 192 U Z 0 8x8 10X10 d 7N DIA. a DAY & NIGHT a L d o - 4 TON MCI EL O m r` � / ` 580 DJVO 074 r` oo 7 F 8X8 8X8 8X8 BXfZ 10" DIA. 10X10 pig F110" DIA. Q 24X24 8X8 � 0 ry 10" DIA. 12" DIA. ........ ' r 12X12 12X12 \P O\P, • OSP' 8" DIA. ry 0 1 r'' �' < O 0 �-- 14 10X10 8X8 10X10 8X8 10X10 Q I � O Q 16X8 36X8 ' ` (� " 12" DIA 14" 1 4 ` Ej U 10X 10 8X8 10X10 8X8 10X10 ----- .:-. ::._. ._...._. _... _._... _...... __.._...._._.. _._..__. _.............. _. ...._. _......._..... _.......... . ._ _...._........__.....r._...... .._.... .. ........_......_.... ..................... ....... .. - '"ice ._... ...-......_................1.........._-_......_�. _...__............. .. :�:::_......_._.._.._ ...__.......:::r:..._..___....... ::—._.....�........:�i --. _ _.. . Ci WNA" tlQb'Lmm�:' Z OfO W 52W n O Lll W m f -'vr� 2 — v o PROVIDE RETURN 'IR DIFFUSER WITH _ T-BAR DROP IN FLANGE AS SIZED � ' z � j J K u ^� � FI— AND LOCATED ON THE FLANS J o $ O J 7 Z Q •b u 1-- � W n � !� u °� � F-14ATND ROVIDE SUPPLY AIR DIFFUSER WITH = Q H tY ° o BAR DROP IN FLANGE AS SIZED ~ JJ z z Q LOCATED ON THE PLAN PLAN Q /�� w ;. o MECHANICAL - Q Q U Y to I LL 0 CL o a —4— FLOW DIRECTION INDICATION SCALE: 1/4" = 1'-0" OF North Dakota Street, 12655 SIT 96-001^_,PLM 96.0029 —� SUPPLLYYNON-CONNECTED ANDD CROSS OVER RETURN AIR DUCTING BLIP 96-0080,MEC 96-0043 N 13 of 17 If this notice appears cle,,re1. 111,111 the document, tale document is of marginal qualay. i!} 1 1�t�1��.��+ "' �ii�1lr 111JillI1�11{i *111111 X11 �tit1t� t� � .� ! lits >z , 24X C D 11111 1 ' I 24" X 24" DOUBLE TUBE E FLUSH MOUNTED FLUOR. 2 FIXTURE WITH '1' BAR DROP U IN FLANGE • THE INTERIOR LIGHTING SHALL 6E BY SWITCHING IN CONFORMANCE WITH —TUBE 48" X 24" FOUR TUBE SECTION 5310(d). 24"X FLUSH MOUNTED FLUOR. F R. LI FIXTURE WITH 'T' BAR DROP IN FLANGE ----TYPICAL INTERIOR WALL: 112" GYPSUM BOARD FINISH ON EACH SIDE OF 2 X 4 STUDS AT 16- WALL WALL MOUNTED (:i) 75 WATT BATH LIGHT FIXTURE C TYPICAL EXTERIOR AND LOWER FAN 50 CFM FLUSH CEILING BATH WALLS FAN WITH FLEX DUCTING TO THEDROPED EXTERIOR ROOF VENT ABOVE _ CEILING MONTED EXIT SIGNAGE -PROVIDE 2' X 4' T-BAR LATERA CEILING AS SHOWN WITH LATERAL FLUSH MOUNTED I/C RATED AT EACH SIDE WITH DIRECTION INTERIOR CAN LIGHTS IN THE HALLS ARROW TO THE kITAR DOOR EARTHQUAKE BRACING AS SHOWN IN SHOWN ON THE PLAN ON SHEET kUIR OF THE PLANS — PROVIDE SWITCH FOR AND AS REQUIRED BY THE MANUF. WALL MOUNTED LIGHTING AND THE CEILING FAN AS PROVIDE. FLUOR, LIGHTING AS SND T AT DOOR - TYP. SHOWN IN EACH ROOM WITH AT ALL BATHS _ i_ TeBARALAYOUTTE CH IN THE—� 1 1 - - - -- - -�-T - - - - - - - PROVIDE CEILING AIR DIFFUSERS _ D AS LOCATED ON THE. REFLECTS Ell FAN �., j!24"X TUBE ~�� ®N IAN �`�`. TUBE TUBE TUBE TUBE CEILING PLANS AND AS SIZED 177124'X 24"X 24"X 24"X ON THE MECHANICAL PLAN F R. Ll 1:1 F R. LI El F R. LII F R. LI ❑ R. LI — — —� PROVIDE 'J' METAL TOP CAP GYPSUM - 7 - I TUBE FINISH ON ALL INTERIOR 2 X 4 STUD 1 24"X I FRAME PARTITION WALLS El - _ _ IF R. LI la _� TUBE TUBE TUBE TUBE TUBE 1� 24"X 24"X 24'X 24"X 24'X l F R. LI F R. LI F R. LI F R. LI - \ f TUBE \,. © ❑ ❑ ❑ /f ❑ F4 X R.,LI T RAN © - rr 1 IV - _ OREGON FR LI tl TUFE ,--;;l I24"X, ' ' I F R. LI TUBE J 24 X ❑ F R. LI .............. _._.... >S4 X — TUBE SIZYd IG ( TUBE I E ' / \ —t— L..._.._..:.. :� = ..: _. 24'X 2 2 = 4'-0"X4'-O" 4`_O„X4'-0--/ E 24"X ......... .l +----- 'T' BAR CEILING INSTALLATION F R. LI-- � U SK�/1�IGHT � 1 SKY�GHT i F R. LI INSTALLED FOLLOWING PERMIT �x�/ �x�/ APPROVAL OF LEASE SPACE TUBE - t TUBE jEDIFOR -- - � � DESIGN AND PERMIT APPLICATION— 24"X ❑ 24"X to FOR ❑ I - ----............_:. ....__._.___...._........ ........__.- i OPIER � ` � ` F R. LI F R. LI I L i \\ � �\ —� o z ALL PERIMETER I — TUBE El TUBE DOUBLE WITCH CLL HAL LIGHTING 24"X 24"X CONFERENCE ROOM _... ____ _—_ ___ . ----__._____-- ___._r F R. L1 - -______. F R. LI CAN LIG TING- 1 ---- - ) E TUBE I a TUBE --------- - --- I � ❑ 2 2 ❑ � I 24"X Ir 24"X U 1. �'-O"X4'-0" i �I'-0"X4' -0" R. LI F R. LI TUBE TUBETUBE , SKY�GHT/i� SKK�GHT�i� � 24 X 24' [-1 24"Y ` -0 ` � F R. LI F R. LI F R. LI - _ x 'x` � � 2 ) 2 "E TUBE � � S-26 L�) F ' R. LI L El B4 X U _ -- - -- - — ---_ - CEILIN TEI +� r ❑ SING T I =� l�. _.. .__J EXIT SGIGN GE I MOUNTED SIBLEHFROM THE CUBI E AREA DIRECTING SXII 10 IIE-FRONT L01313T .D. ❑ Q TUBE ®S. I i 5.0 - G EXTEND 2 X 4 WOOD FRAME 24"X \ - 1 J CHASE DOWN FROM THE F R. LI --- ROOF ABOVE FOR EACH — _ _ -� _ �-_ _ TUBE SKYLIGHT BETWEEN THE ❑ i � 24'X T.J.L. JOISTS ABOVE - - - - - -...........___ _ —___--- - -_...__- . .._-_—_ _ _ -----�__ --- ----. p� __ _ _ __, — ❑ ❑ � Z TUBE ❑ - - _-`- - •� 24"X I �— \ \ I I F— L) F R. LI - TUBE TUBE TUBE TUBE TUBE - U 24"X 24"X Rti 24"X R4 24"X 24"X �_- i �, I ❑ F R. LI - F R. LI SI IG T F R. LI S IG T F R. LlW, R. LI 1 -- - i 1 1 �^ \ i TUBE W �✓ EXTENDED DOUBLE FRAME STUD ` 24"X WALL WITH 1/2" PLYWOOD El El El ❑ ❑ INTERIOR FACE TO THE UNDERSIDE 84 X I I W � F R. LI OF THE ROOF SHEATHING - SEE SING `-Al , 1 .� W THE STRUCTURAL DETAILS S_2 Qf TUBE CONNECT TO METER 1771 F4„XALL R. LI HALLLIGHTING - --- - -- - ----- __— __ . _ J U I PROVIDE (5) SEPARATE WALL - -- -- - I TUBE TUBE PLUGS AS SHOWN 12' O.C. X1 ❑ ❑ ❑ ( 24"X R.'LI Q. 24"X AROUND THE ROOF PERIMETER - , DI F 'R ❑ _ I _ F R. LI PROVIDE A SINGLE SWITCH FOR TUBE I TUBE TU.9 TUBE TUBE 1 O THE INTERIOR LIGHTS AT THE 24"X 24"X 24"X 24"X 24"X ) 0 HANDLE SIDE OF EACH OFFICE F R. LI F R. LI F R. LI �' F R. LI F R. LI ENTRY DOOR PROVIDE A SINGLE PHONE JACK - — - ❑ f \\ OUTLET AT THE FAR WALL FROM - TUBE THE ENTRY TO EACH OFFICE - r- 24"X 1 \ TYPICAL \ CEILING N TED 1 F R. LI ! W O — EXIT SIGNAGE ABO ` TUBE TUBE TUBE THE LOWER OOR TUBE TUBE , IOXI 24"X 24"X ❑ 24 X ❑ ❑ 24"X ❑ 24"X .. _.._._.._ ___.-..__._ .._-....__.. UIFF SER F R. LI F R. LI F R. LI F R. LI F R. LI _.._.__.._._.... -� � 1 r❑ ❑ -- W - -- w ct --- - CONNECT THE EXTERIOR LIGHTING Kral / �� .vim �� ' 200 WATT WALL MOUNTED LIGHT AROUND THE euILolNc - - FIXTURES AS LOCATED AROUND THE PERIMETER THE EXTERIOR OF THE BUILDING S Q (-3 W j LLI a, SHOWN ON THE PLAN ~ N -- 200 WATT EXTERIOR LIGHT � � W c�ii z Ld Z m I.C. RATED EXTERIOR FLUSH AS SHOWN AT CENTER OF O- <t Z Q ._ n \ CAN LIGHTING AT THE FRONT MASONRY VENEER EXTERIOR LL- ►- 6 � w __1 � 4', a 0, 1 ENTRY ALCOVES SEE THE BUILDING ELEVATIONS 0 Z _j �, o —i c xo Q °' o rn WLn It ° Qum - �J200 WATT WALL MOUNTED FLUSH t'I L Q F `� Iz v a�0 CONNECT ALL EXTERIOR BUILDING FIXTURE FLOOD LIGHTING AROUND ~ Q_ v 7 z Q uv LIGHTING TO A ROOF MOUNTED THE EXTERIOR OF THE BUILDING AS I i PLAN J > uj oAUTOMATIC PHOTOCELL - TYP. T GELECTRICAL - < � - ( C) SHOWN ON THE PLAN Q � (� � � � o � n _0 110V DOUBLE SOCKET WALL PLUG SCALE: 1/4" � 1 -0" SET 15" ABOVE F.F. -+A SINGLE THROW WALL SWITCH 10 LIGHTING ABOVE SET AT 38" North Dakota Street, 12655 t ;I f 96 0012,PLM 96 0029 ABOVE THE FINISHED FLOOR SUP 96-0080,MEC 96-0043 140117 110V CEILING MOUNTED SMOKE DETECTION S.D. WITH BATTERY BACKUP - INTERCONNECT TO ONSITE SECURITY SYSTEM AND EARLY WARNING SYSTEM If this nolice appears clearer Ilum the document, the document is of marginal quality. 1111111 1111 IT I iT 24X � r�ir� ;; ►it in�r��iFh�I�fiiiimliiii nillmi ilii{nm�iiil�u� iui{�infi:nhlnl�iiilirii n�iimi itis _C>C R 3.13,9E Designed Dot* SWS 313.96 Drawn Date CX.R 5,15.96 Checked Date.Alk VRECISION I GRAPHIC SCALE ,,•, ss >040 p I ( IN11' 3T ) i taob � >¢0 K �c:0 PRCFJ p-IN-E-1 � 151 Z W p OREGON �p h)' Y 25, STORIA DRAIN LINE FROf1 MCDONNLD'S EXPIRES DEC. 31: 1996 SAN. SEW. I1H• R41- IT C><l �' "C'IL CMl --N/C 21 HENRY'S" `01 I I r a I i Ex. B � TRE r I I G RIM IG3.4 �IL 12 BIRCH tr I a , � PGE I IH. "\ \ I TER I IPE I IO 30' PRIVATE INGRESS/ - - - - - - - - - - - - - - - - - - F-GRE5S AND UTILITY -� 101 - e EASEMENTICS 14C IsANNO QC. U15 6ANI T R 4- PI8E I N SELJER EN ENT 110 � j I I I a� • \ �' h RD. 217 IcoI to Q z I � . ^/C —�/ �+ \ I I 1 1 (fjVl LU 5A NORTH DAWTA ST.ROOF DRAINS i cin ! I (TYPICAL) ; UJ v < PROJECT SITE Uj• II I 7200 SO. FT. TOTAL OFFICE BLDG I > 20.57 TOTAL CARS V oI I I I47 TOTAL SPACES IIDED �� ` I • I I 4N VICINITY MAP �-- � N.TS. � Q ul WAr]!R •WJ rY AREA �• Z'� 99 • Isocic ReTNwri6 -J 1 1 I— WALL L- -- W f I f l —� SAN. SEW. NIH. • I I(Y ST WER I RIN1. 97.92 "ST. VINC EATS I ENS NT I.E. C/L- 90.44 I 1 / NS I ) t-tEDIC^L CENTER' "II � I \' �' / / S (6"1 ABANDONED) LU lJ J EX. CB (SUMP TYPE) q5 \ R11 1- 97 10 BOTTOM- 94.40 I \ \ 1 (WATER LEVEL- II I / . 15' SANITARY 96.00) ( I \ ¢ _ SEWER EASEMENT SAN. SEW, I`IH. RIFT- 97.25 / I E. C/L- Q2.15 I �- L�ti,TPEup W Lf W DIP 5 (6" PVC) IN-I �� $ � OR 97 p a • 9 • 00100 E (E" PVC) IE\ IE • POND - 950 LU SI I \ 96 S0 / \ -- IL • LB • 44.10 I NSE T - P MNNFIOL E RIMm CJI 139 + RETE -- — r, GONG• ,�1 171.19' – OOD IO' 48" W. _ I (.M OF T?riAFiO Wv 11 ........................................................... . LIGHT POLE w I `s w b �A11lIRllllfllll�►A^rat �. ........................................ [ '"!4'oily�my , ^, , .^-rilh_of In: Z ^se I I Y X Iy51 SA . -NORTH DAKOT& 91 ^ ST • - - - - — — - - - - - - - -- -9T— �lo;tui(�: :............ .:.... ...... . ............. [ 1: 9T — — —57 —9T —9T— —9T — d . GI1. [ [: I /--N/G --� JobAci:x,�a�: .�.�L_ " _.�u!,_ �1.� 2P&kKc t1- -- — — — I — z — — — — $ Up — _�-- - r;:r;: ` S 1 STORI I MH. _ » �^ RIM- .12 STORFI MH I 5NN. SEW. MH. - EX CB Rif I- 26 RIM- 97.IZ RIM- 98.45 RIIH- 96 51 I.E. CIL- 92b2 RIM- 96.94 I I E. N(4" PVC)- 95.41 I.E. G/ 4 41. " I E G/L- 92 47 � I.E. G/L- 90.90 �� c N fl2" C.IiYF?l N (12 C1 IP) N (12� GMP) N (6)• I.E. 5W11�! ) )3.61 S (12" GNP)`,, robs S (12 CMP) KUPAHASH I E U2" Hwr_.) S (12 Cl-if') I SE (N'1 NE tl2") .. 14 (12") � E (12") l E ASSOCIATES, INC. x I Iy�1,h0�0 4A 7"AV! I Sheet No. 132 a North Dakota ShSIT 96-0012,PI.M 96-0029 street, 11655 V 8UP 96.0080,MEC 96-0043 Pro •Ct NO. 15 of 17 If this 110lice appears clearer lhtut the document, (lie document is of marginal quality. 24Xfti�4�.,.� � �1j1111��t'� I�III�� I�IE1{►{1'1111 IIII►Ii�ll�� i�, . �, � • IIIDTTITTTITILII IIIIIIIIIIII�IUI iii un nIlln Ililful mI�iII IIIIIIIIIIIiIIIIIIIIIIIII[III III1 ' ': '' 1 r A DCR _3.13.96 Designed Dots SWS_ 3,13.96 100 - 003TINS CONTOILR5 Drawn Dale .,� DGR 3.13.96 Checked Date 99 PROFMM commits, REVISIONS 51F.DIHiNTAnOH PENCE GRAPHIC SCALE a �o eo 6�AV& INL9T OMMO ooaoaoaaa Wm aoa oao IIIIIIIIIAN 1111101.611) #& GRAVE C"TRUC-TION BITRANCE ��i' uwn Woo aaa o00 .� � ooaoaoc,00 �'�° 0.-�".'I'0� NOTES. STANDARD CAST TROP GRATE ��F,D F?OFn � f 1, MIN AL 6RADWS IS ANTIOPATED NG 1 I:F AND SLOPE �` 1 NE 0 STABIUZATION Is L#04XISGARY. 141 s. pp4pol5w r TaxnON wLL DMN IN SPRINry ""`� � � OfG1996 NOM. GONWI TIRM NTB PTW TO OREGON r Y 25, «urr na►s PLAN VIEW "Oil- CAN A/CEXp1RES DEC. 31, 1998 F1ENR1''S" amm cairn gat W-w X01 b TPF R(- 12" BIRC.11 1(n MONOE -——— U C 1i x a a� TREE b 0 .mom 1 0 leg \\ 105 'R L • 102 SECTION A - A Lu r I TRAPPED METAL CATCH BASIN • ax LYNCH CO. INC. CATCH BASIN • �0 I AS HF6 BY GRATE tnh5TER) FOR PRIVATE LMSE ONLY cnQ6 � til I x - (y $ul A A1 IF.F. 101.0 U1 I < 14' Q LU > I USA STANDARD CON; RETE .�. FIELD INLET W/FRAME 3/4" DIA. ORIFICE 2% 0yPROM mewl x / Gl?A1E 101 o' 4-33-1 �p 15" ABS SCREW IN CLEANOUT O 2.1 AREA TO eo Of PARKJN6 t3PAtJGS (� I _ ATHN H/C AGGeW ARY15" ABS SIDE AM R-EV . ASPH&T EL. 97.0 O 99 , ROGG RETAINNB z �-- B'� Oi0 U1RD � KALE TREATMENT SURFACE ELEVATION 96.0 TOH. - 100D ./- 4:1 I 1CQ DOTTOM 95,0 ♦/- ?ic EL 95.5 TO EX. C-8- BOLE B" DIA. PIPs 1 x SLOPE 1X SLOP .• POND BOTTOM Fr. 95.0 Cc- 2� WEEP HOLE � 8••--- I--�--• / IE GB�94.IO IE-95.0 y 60 I� co NOTE.• m "ST, VINCEN MEDICAL cENTE CORE DRILL dr GROUT R" 1/2" CU. YD. 3/4" DRAIN ROCK .� -rE - �o INLET PIPES WITH NON- A 104.5 A, m SHRINK GROUT. �. 99 CORE DRILL I" LARGER( 104.0 ,9I3 THAN PIPE DIAMETER 3.0, 2.0,La 6 Q • I WATER QUALITY POND OUTLET STRUCTURE uj ' SECTION B — B co a `Z 'ONGRETE -- . . 2O' 4' 13' 3' — . �&W . NORTH DAKOTA S'1" . g S/W ELEV - TOP OF WALL / 100.9 ELEV. VARIES limbs Vq ROCK WALL (TYP.)I KURANASP I ELEV. - 95.0 E ASSOCIATES. INC. 0600.4W.r"AV! 51 .a�eoar+�m mom t��eoe SECTION A — A C, -- :2 NTS North Dakota Street,12655 SIT 96-0012, PLM 96-0029 Sheet o. BUP 96.0080,MEG 96.0043 16 01 17 � J2� Pro eat No. .J .� If this notice appears cle.Ia'er than thc, document, the document is of marginal qual:ty. 111111.1 .i, 1411111mNfllf 11ldill1 illllllll (11111111 Ifillflfllillllllll 111111111 IIiIIIIIIIIiIlI111111111111111111111n WAlm t - w • DesIgned Date Drawn Date z Chocked Date EROSION AND POLLUTION CONTROL MEASURES STANDARD NOTES FOR SEDIMENT FENCE SPACING SWAM OR DITCH EROSION CONTROL MEASURES FOR DISTL29W AREAS- THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINLKXJS ROLL CUT TO THE EROSION COiJTRC>L I LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN .JOINTS ARE NECESSARY, PLANS ALL DISTUREtED SLOPES GREATER THAN 3�! THAT HAVE BEEN GRA.DEU AND COMPACTED PRIOR TO OCTOBER IST SHALL Be NYDROSEEDED USING THE FOi-1-OWING FILTER CLOTH SHALL. BE SPLICED TOGETHER ONLY AT A SUPPOf.'T POST, WITH A MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. SPECIFICATIONS- EicIS j�ItJc3 THE FILTER FALVIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE �Ol SEEDING SHALL NOT BE DONE DURING WINDY WEATHER OR WHEN THE GROIN IS FEASIBLE. THE ►FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND NOTESPLACE p1O-BAG6 ACRM DITCH OR FROZEN, EXCESSIVELY WET OR OTF E12WISE UNTIU ABLE. DRIVEN SECUR5 r INTO THE GROUND A MINIMUM OF 30 INCHES, SEETIGHT FlTMD PIAN TOGI TIO'-� •' g SEED MAY Be SOWN BY THE FOLLOWING METHOD A TRENCH SHALL BE EXCAVATED, ROUGI-LY 8 INCHES WIDE BY 12 INCHES DEEP, -- Toe OI' SLOPE, OR t wes 4 TO b INGLES UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE �p-Gt?UF�cI'r p�y��$ �►,,� HYDROSEEOING WHICH UTILIZES WATER AS THE CARRYING AGENT, AND MAINTAINS �" <'•'" GRAM CHANGE 20% 2. INTO i�OLJ�D BliiM'"ACEIT CONTINUOUS AGITATION THROUGH PADDLE BLADES. IT SHALL HAVE AN OPERATING BURIED. W4�,�0��r,ItvFF� • q PROFILE 3, Y TO rCa CAPACITY SUFFICIENT TO AGITATE, SUSPEND AND MIX INTO A HOMOGENEOUS SLURRY f ttt VVHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE SUPPORT FENCE SHALL OF THE SPECIFIED AMOUNT OF SEED AND WATER OR OTHER MATERIAL. BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY �. DISTRIBUTION AND DISCHARGE LINES SHALL Be LARGE EINOUGH TO PREVENT WIRE STAPLES AT LEAST I INCH LONG, TIE WIRE OR HOG RINGS. THE WIRE SHALL t virlioly Qa/ stNa.e STOPPAGE AND SHALL BE EC�IJIPPED WITH A SET OF HYDRAULIC DISCHARGE SPRAY 29, �oTB tx 1iLCORD A0" PPROXIMATE C NOZZLES WHICH WILL PROVIDE A UNIFORM DISTRIBUTION OF THE SLURRY. EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. �.`44,etolr`- NOTE& _ GRASS SHALL BE SEEDED AT THE RATE OF NOT LESS THAN ONE QED THIRTY THE STANDARD STRENGTH FILTE12 FABRIC SHALL BE STAPLED Ott WIRED TO THE � I � a�aow a°1O♦°'Oe�a. �Acaer Pl1s,N (130) POUNDS PER ACRE. SEED MIX SHALL INCLUDE- FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND ,3196 - FENCE, AND 12 INCHES OF THE FABRIC SHAL BE EXTENDED INTO THE TRENCH THE Ay?- INTO �l 2 halve sTacEs MINIta�Ir aN.c ENDS GROI1•D SURFACE _ STATE HIGI-MAIr ROADSIDE SEEDING4x- SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. Ol,1TT FL��W ,� 1•X7X3' WOODEN STAKES FERTILIZM> SHALL LIE APPLIED AT�•T-,)RATE OF 300 POUNDS PER ACRE. WHEN EXTRA-STRENGTH FILTE12 FABRIC AND CLOSER POST SPACING ARE USED, THE TOGE>1� I EACH BAG WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER I ROW NITROGEN - 22% I FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS 2-2'X7X3' 1 ! OF THE ABOVE STANDARD NOTE FOR STANDARD STRENGTH FILTER FABRIC APPLYING. EACH BALE PHOSPHORIC ACID - Ibi See NOTES W 1 1 e�°`QS � �� SOLI�HLE POTASH - 81 SEDIMENT FENCES SNAd-I- BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY TOE OF SLOt SITE SHOVCI. EXCAVATE FOR WOOL- CELLULOSE FIBER SHALL BE AJ�PLIED AT THE RATE OF ONE AND ONE HALF (1-1/2) STABILIZED. CL�RWC3/DISTU78 CONTOUR PIT TO GQOLND TONS PER ACRE SECTION SEDIMENT FENCES SH,'u.l,. BE INSPECTED BY APPLICANT/CONTRACTOR IMMEDIATELY PLAN THE EXACT TIME FOk SEEDING WILL BE DETERMINED BY ACTUAL WEATHER AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONG'''ED RAINFALL. r n STRAW BALE BIO—BAG SEDIMENT BARRIERQ CONDITIONS. THE NORMAL SATISFACTORY PERIOD FOR SEEDING SHALL BE REQUIRED REPAIRS SHALL �.l J CONS{Ct3REJ BETWEEN MARCH I TO JUNE I AND SEPTEMBER I TO OCTOBER I UNLESS AT N10 TIME SHAD. MORE THAN MADE IMMEDIATELY. AN A ONE FOOT DEPTH SEDIMENT BE ALLOWED TO ACC.UMI�.ATE ` ., SEDIMENT BARRIERS ALONG SLOPE I N DITCHES OR SWALES OTHERWISE AUTHORIZED BY THE OWNER EXCEPT THAT CONTRACTOR MAY P52FCQM BEI-IIND A SEDIMENT FENCE, SEDIMENT SHOULD BE REMOVED OR REGRADED INTO SLOPES, SEEDING OPERATIONS FROM JUNE I TO SEPTEMBER I PROVIDED THAT 14E WATERS AND THE SEDIMENT FENCES REPAIRED AND RE-ESTABLISH-ED AS NEEDED. 1��! THE NEW GRASS TO THE SATISFACTION OF THE OWNER. SEDIMENT FENCE SPACING SHALL BE 150 FT MAX. FILTH? FABRIC MATERIAL 36' WIDE ROLLS WHEN DELAYS IN OPERATIONS CARRY Tt-E WORK BEYOND .TIE MOST FAVORABLE USE 57/l tes t.R W11211. PLANTING SEASON, OR WHEN WEATHER CONDITIONS Al2E SUCH THAT SATISFACTORY Lu ;,;NCB TO ATTAC♦•tGRADING NOTES F',o,eclC wlRe 7 BY 2' BY 14 GA.WIRE RESULTS ARE NOT LIKELY TO BE OBTAINED FOR ANY STAGE OF THE SEEGINIG FABRIC CR EOUVALENT ��,g� GPERATIONS, THE CONTRACTOR WILL STOP THE WORK AND IT SHAD. BE RESUMED Q 0'" o ONLY WHEN THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED. IF OPERATIONS QPD EXTEND PAST OCTOBER I ALTERNATE HAY PLACEMENT AND SPRING SEt7)ING SHALL ALL ELEVATIONS AND GRADE LINES SHOWN ARE FINISHED GRADE OF PAVED AREAS OR BE SUBSTITUTED. GROUND LIME. 46& '. f , �. EDEO AREAS F"-ROM EROSION UNTIL FINAL TOP - ': .•: i• ''i; THE CONTRACTOR SHALL PROTECT ALL SE GRADES SHALL BE TO SUBC,RADE IN THE PAVED AREAS AND TO THE LINES SHOWN FOR .`: ,, ;:•.r c LANDSCAPED AND OTHER AREAS• IN THE AREA 10 FEET BEHIND Tl-E CURBS THE O ;�,?:;�; • INSPECTION AND ACCEPTANCE HAS BEE�a MADE AREA., DAMAGED BY EROSION SHALL 12 INCHES SHALL BE TOPSOIL APPROVED FOR PLACEMENT BY THE ENGINEER. co BE REPAIRED BY THE CONTRACTOR AT 141S OWN EXPENSE � SlJE3GRADE NOT IN STRUCTURAL. FILL WILL BE ROLLED AND COMPACTED TO 95Lu I V. " �� ,• : THAT HAVE �1 GRADED APD l in v G3ADIUS ':I""' '' ALL DISTURBED ARr�S WITH SLOPES Lr_SS TH1AN 3- �•• � PERCENT RELATIVE MAXIMUM DENSITY AASHTO T-99, 6 INCHES DEEP. 25 MIN +. . .�. �'�: ' .• •'•::• `..`• COMPACTS S: ::.:.1- BE SEEDED PRIOR TG OCTOBER !, WITH THE SAME SEED AND FEI;?TILIZER , '-, ,�5'� •'••• N MAX. I , �••:. �t�� :;-, MIX AS USED IN HYDROSEEDING SLOPE GREATER THAN 3-1, AND SPREAD EVEN.Y OVER THE SITE. I . ., • •, , SOFT SPOTS IN THE SIAGRADE OF PAVED AREAS WILL BE EXCAVATED TO A DEPTH OF � O 2' BY 4' WOOD P08T8. CLEAN PIT RUN OR '�;•'•�•'•-,; 18 INCHES AND BACKFILLS WITH 4'-O' CRUSHED ROCK, COMPACTED AS DIRECTED B 7 MINUS GRAVEL O -'+ ALL DISTURBED AREAS NOT GRADED AND COMPACTED PRIOR TO OCTOBER I, SHALL BE U STANDARD OR 19EI CR SEEDED WITH 200 LBS PER ACRE OF HIG{4WAY MIX AND SPREAD WITH A STRAW MULCH THE ENGINEER. EQUAL ALTERNATE- STEL FENCE POSTS NOTO"Y MOTTOM OF POL ADE RE LAYER 11/2' TO 7 THICK. MATR?IAL N 8 OY IT GEOTEXTILE, AS RIsC�UIRED ORGANIC MATERIAL (TREES, BRUSH ROOTS, STUMPS, ETC) SHALL BE REMOVED FROM O TIS EROSION CONTROL PROTECTION SHALL Be CONSIDERED COMPLETE AND SUCCESSFUL. THE SITE. STRIPPING SHALL GENERALLY BE 9 INCH-ES, BUT MAY BE DEEPER IN 2•X2'XI4 GA WHEN A GRASS MAT HAS BEEN ESTABLISI-ED. WOODED AREAS. STRIPPINGS SHALL BE REMOVED FROM THE CONSTRUCTION AREA AS WIRE FABRIC ;o A. MINI r DIRECTED BY THE ' NGINEM. O oR EQUIVALENT IWTH NAL TEMPORARY EROSION CONTROL (DURING CONST.) ADDITIONAL MATERIAL REQUIRED TO FILL THE SITE SHALL COME FROM THE BORROW QL � IN,c�ESS/I�ss �A, ADDITIONAL T I O PROVIDE FULL WIDTH BIO-BAG: WILL BE PLACED AT THE TOE OF ALL MAJOR FILL SLOPES WI,-EN AREA AS DIRECTED BY THE ENGINEER. TI-E BORROW AREA SHALL BE RESTORED AS NECESSARY, TO PREVENT SILT FROM WASHING INTO EXISTING DRAINAGE WAYS. DIRECTED BY THE ENGINEER AT NO ADDITIONAL COST TO THE OWNER. +++---•••��--- (SILTATION BARRIER)AS REQ'D BY U.S.A. OR ENGINEER'S REPRESENTATIVE. O PERMITS REQUIRED TO HAUL MATERIAL FROM THE SITE SHALL BE OBTAINED BY THE 1n TEMPORARY DITCHES WILL BE r:ONSTRUCTED AS NECESSARY TO ASSUME DRAINAGE IS CONTRACTOR FROM Tt-E COLNTY, STATE, AND OTHE32 AGENCIES AS NEEDED. ALL L-Jr-- FILTER FAER1 C *20' MINI FOR SINGLE FAMILY C•�`E-� �O THE FACILITIES BEING PROVIDED. EROSION CONTROL FOR TEMPORARY FLAGGING AND TRAFFIC CON-,1201- REOUIRED SHALL BE PROVIDED BY THE MATE +^A•- AND DUPLl=X RESIDENTIAL Y t CONTRACTOR. � O BITCHES WILL BE AS PER DETAILQ). 8' IF CONSTRUCTION TAKES PLACE DURING RAINY SEASON, BIO-BAGS AND 'MIRAFI. 140 CONTRACTOR TO BE RESPONSIBLE FOR DUST CONTROL ;"CURING CONSTRUCTION HOURS. MIN S FABRIC WILL BE REQUIRED AT ALL STORM DRAINAGE INLETS UNTIL ROCKING OF , STRETCH IS COMPLETED AND DISTURBED SLOPES ARE STABILIZED BY HYDROSEEDING. v J SEDIMENT FENCE GRAVEL CONSTRUCTION ENTRANCE EROSION CONTROL STANDARD NOTES — APPROVAL OF THIS EROSIC"SEDIMENTATION CONTROL (ESC) PLAN DOES NOT O OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE r O CONSTITUTE AN APPROVAL WET WEATHE,.� CONDITIONS ANU ! 0CATION OF ROADS, PIPES, R � (�ESTRICTORS, CHANNELS, RETENTION FACILITIES, -- Q V J UTILITIES, ETC.). LOOSE WOOD .=1BER MUCH SHALL BE APPLIED AT A RATE OF NO LESS THAN 2.400 POUNDS THE WATER OF THESE ESC H L A.NS AND THE CONSTRUCTION, (2 TONS) PER ACRE, AND SHALL HAVE A MINIMUM DEPTH IN-PLACE OF 7 ON SLOPES c 20% < O WITH SEDIMENT MAINTENANCE, REPLACEMBVTAND LEGRADING OF THESE ESC FACILITIES IS THE AND 5,000 POUNDS (25 TONS) ON SLOPES > 20% ON SLOPES > 50% AND AREAS OF MODERATE, Lu C/ RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS Sl-ODES PROM TO EROSION, MULCH MUS I- BE STABILIZED IN PLACE �Y HAND OR MACHIN ' COMPLETED AND APPROVED AND vF.GETATION/LANDSCAPINlG IS ESTABLISHED. PUNCHING INTO THE SOIL, SPRAYING WITH A TACKING AGENT OR CO�.�lNIG WITH AN EROSION I$ -- GRAVEL (17 MIN. DEPTH) BLAWET SECAJ2ELY ANCHORED PER MANLIF"ACTUREWS RECOMME7�DATIONS. THE BOUNDARIES OF 'THE CLEARING, LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRL.K,-i ION, DURING THE CONSTRUCTION ' MOD, NO DISTURBANCE BEYOND THE FLA(7GED CLEARING LIMITS SHALL BE ,,,�� •• ", , , •, , • , , PERMITTED. THE FLAGGING SNAIL BE MAINiAINIED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION IRC MESH WITH THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION MAINTENANCE FILTl!!R FABRIC WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INkSU2c SEDIMENT CP ON TTWAT SEDIMENIT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. EROSION CONTROL MAINTENANCE PERIOD SHALL BE DEEMED OVER WHEN DLI. SUBDIVISION FILTERED WATER CONSTRUCTION IS COMPLETED AND ACCEPTED AND ALL EXPOSED AREAS ARE PROTECTED THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR BY PERMANENT COVER. AT THAT TIME TEMPORARY EROSION CONTROL DEVICES SHALL ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC BE REMOVED. FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENS.)U?E THAT SEDIMENT-LADEN WATER DOES NOT LEAVE THE SITE. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO I NSI.RE Tl-EIR CONTINUED FUNCTIONING. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. robs AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO K V R A H A S H I ACCLI%&LATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND I: ASSOCIATES, INC. �r,�eve CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT I ADEN WATER INTO THE DOWNSTREAM aom GRAVEL AND WIRE MESH SYSTEM. v INLET BARRIER STABILIZED CONSTRUCTION ENTRANCES SHALL BE INISTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRW TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. Sheet No. B28 Pro act No. North Dakota Street, 12655 SIT 96-0012,PLM 96-0029 /4 ' BUP 96-0080,MEC 96.0043 r 1?of 17 'fir If this police appears clearer than (lie dornment, the document is of marginal quality, - � ,:�j�Illl ��.. ,III I� I�t11It !}111 IIIIIII Ill�,l Ilt�lll �� t24X C D I IIIIi •. .n ilii tl�tt.�IIIInIlIl1Iiml ILII Im IliilIlll Ilnhlll IIuI�I!� I1I�IIInIIIIiIiIIIIIIIihIIII►n I I I I I I I , I I I i I �I PRI ATE INGRESS - EGRESS r 'A I i I I I LEGEND YMBQL TYPE I I I lA f � WNLv/ TAHR N • —2" CA. NORWAY MAPLE - ARMSTRONG VARIETY o N E ON � STREET TREES AT 30'-0" O.C. .0 MA''CH THE EXISTING HOSPITAL PATTERN, 399 OF � iI - --- - Q --1 3/4" CA. LIQUIDAMBAR - STYRACIFLUA 19 19 ---- r' � ;.• - •- - :-2 CA. KWANSAN CHERRY � N !40- _ 4 • 2 GAL. AZALEA GLACIER — - — - I p 2" POT VINCA MINOR AT 24" O.C. _._...._.-......_...-......__-_...... 0 -5 GAL. P H O TI N I A Am 5'-6' SC0TCH PINE - 0 5 GAL. NANDINA DOM. I BUILDING I 0 2 GAL. AZALEA HINO-CRIMSON -j _ w 4" POT ANNUAL COLOR 12" O.C. ILL-11 z _ p - - - - 1 _ _ —EXISTING HEDGE 0 - - - - - - - - - - - - - - - I _ \"J 12'X6' 0 — I TRASH00 'I\ LAWN . I - I ' I l I ENCL. ,/// y L,.LJ sLAwH - � - - - - -- — — - -- — — — — --- - - - O_ - _r —LAWN, SEEDED RYE GRASS Q.. 1\ J EXISTING PRIVACY FENCING ON ADJOINING PROPERTY W o0 n u Q r U � Q i I cn O I z cy- ( J 00 Lj w U o � m �Q } �- o w = < m � �N �� x o W R Q 1> o � � 0 Z ,J m , ITEPLAN wn SCALE: 1/16" l'—O" vILI U W Q � � ZU OCY_ a t� {h vnkc+fvee1 ►ZbSr 4&1 T 110 oola%?Lmg(v_0" pti.P q( o�c,m6:L q, ac`13 IY, o G ICe If this notice appears clearer (11;111 the document, the document is of marginal qual;ty. 24X C D 1�11� Its 't, t NII�IIIililll�llll IIII IIII 1111�ttll Iill�lll! IIII�iIU Illilillllinlllin�llll�lullllll