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HomeMy WebLinkAboutPlans Applicant 9/12/2023\ \ 1 PEDESTRIAN EXIT ONLY \ \ 2 SI �m TE PLAN -WEST W1^=2a -(r TRUE PROJECT NORTH NORT SHEET NOTES: A. LIMITS OF WORK ARE DEFINED WITHIN THE PROPERTY LINES AND ADJACENT RIGHT OF WAYS. B. SITE CONTROLS ARE EXISTING PROPERTY CORNERS AS IDENTIFIED BY PROPERTY SURVEY. C. REFER TO LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION ON ALL LANDSCAPE FEATURES AND ELEMENTS. D. REFER TO CIVIL DRAWINGS FOR SITE GRADING AND UTILITY LOCATIONS. E. EXPANSION JOINTS ARE SHOWN ON SITE PLANS, ALL OTHER LINES WITHIN CONCRETE PAVING AREAS ARE TO BE CONTROL JOINTS UNLESS OTHERWISE NOTED, REFER TO CIVIL DRAWINGS. F. SIDEWALKS TO MAINTAIN A SLOPE NO GREATER THAN 120 IN THE PRIMARY DIRECTION OF TRAVELAND A SLOPE NO GREATER THAN 150 PERPENDICULAR TO THE PRIMARY DIRECTION OF TRAVEL REFER TO CIVIL DRAWINGS. G. CURB TO BE MEDIUM BROOM FINISH, PARALLELTO GUTTER LINE, UNLESS OTHERWISE NOTED. H. GRIDLINES CORRESPOND WITH BUILDING FLOOR PLAN GRIDLINES. I. REFER TO ELECTRICAL DRAWINGS FOR SITE LIGHTING. J. ARCHITECT SITE PLAN IS SHOWN FOR REFERENCE ONLY. REFER TO CIVILAND LANDSCAPE DRAWINGS FOR PARAMETERS OF SITE INCLUDING ROADWORK, LANDSCAPING AND CONTEXTUAL SITE INFORMATION. K. REFER TO CIVIL FOR FINISH FLOOR ELEVATIONS(FFE)-THESE CORRESPOND TO ARCHITECTURAL 0'-0" L. ALL EXTERIOR CONCRETE STAIRS SHALL RECEIVE EMBEDDED NOSING AS SPECIFIED. SURFACE MOUNTED NOSING WITH MECHANICAL FASTENERS ARE NOT ACCEPTABLE KEYNOTES: # NOTE 03.04 CONCRETE WHEEL STOP REF. CIVIL 32.05 NEW 3'-0" HIGH STEEL SECURITY FENCING PER PLANS AND DETAILS; FINISH PER EXTERIOR ELEVATIONS ml I A JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206 324 4800 WWW JACKSONMAIN. COM PROGRESS SET NOT FOR CONSTRUCTION U 22145 ~ W J (� BB, GH J RM Q W CY 00 I -- C7 U Q O 0_' �' � O Z Z �O V) -cy) F_�o LLco W J J Z rn Lu O z U) (n O W?w o W LL C) n - WO Z ` r7 L(y) °o Q Z Q N W CCI LJ 22145 ~ W DH (� BB, GH W RM Q CY 00 I -- (Y U O o �' � Z Z �O cq LL + W J Q p CY W J QO (n W 0 o W LL Y W ~ z m Z_ Z0_ C7 n Q I (n PROJECT NO.: 22145 PROJECT MGR.: DH DRAWN BY: AJ, BB, GH CHECKEDBY: RM SITE PLAN 0 a rc U W a Z W H Q PROJECT NO.: 22145 PROJECT MGR.: DH DRAWN BY: AJ, BB, GH CHECKEDBY: RM SITE PLAN A1.00 JACKSON I MAIN ARCHITEC RE P.S.®'= OVERALL SITE PLAN 1• = W -(r TRUE PROJECT NORTH N'JRTH <--OR 126 SITE PLAN- EAST 1 1" = 20'-P' TRUE PROJECT NORTH NORTH SHEET NOTES: A. LIMITS OF WORK ARE DEFINED WITHIN THE PROPERTY LINES AND ADJACENT RIGHT OF WAYS. B. SITE CONTROLS ARE EXISTING PROPERTY CORNERS AS IDENTIFIED BY PROPERTY SURVEY. C. REFER TO LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION ON ALL LANDSCAPE FEATURES AND ELEMENTS. D. REFER TO CIVIL DRAWINGS FOR SITE GRADING AND UTILITY LOCATIONS. E. EXPANSION JOINTS ARE SHOWN ON SITE PLANS, ALL OTHER LINES WITHIN CONCRETE PAVING AREAS ARE TO BE CONTROL JOINTS UNLESS OTHERWISE NOTED, REFER TO CIVIL DRAWINGS. F. SIDEWALKS TO MAINTAIN A SLOPE NO GREATER THAN 120 IN THE PRIMARY DIRECTION OF TRAVELAND A SLOPE NO GREATER THAN 150 PERPENDICULAR TO THE PRIMARY DIRECTION OF TRAVEL REFER TO CIVIL DRAWINGS. G. CURB TO BE MEDIUM BROOM FINISH, PARALLELTO GUTTER LINE, UNLESS OTHERWISE NOTED. H. GRIDLINES CORRESPOND WITH BUILDING FLOOR PLAN GRIDLINES. I. REFER TO ELECTRICAL DRAWINGS FOR SITE LIGHTING. J. ARCHITECT SITE PLAN IS SHOWN FOR REFERENCE ONLY. REFER TO CIVILAND LANDSCAPE DRAWINGS FOR PARAMETERS OF SITE INCLUDING ROADWORK, LANDSCAPING AND CONTEXTUAL SITE INFORMATION. K. REFER TO CIVIL FOR FINISH FLOOR ELEVATIONS(FFE)-THESE CORRESPOND TO ARCHITECTURAL d-0" L. ALL EXTERIOR CONCRETE STAIRS SHALL RECEIVE EMBEDDED NOSING AS SPECIFIED. SURFACE MOUNTED NOSING WITH MECHANICAL FASTENERS ARE NOT ACCEPTABLE KEYNOTES: # NOTE 11.01 VEHICULAR ACCESS GATE PER SITE PLAN AND DETAILS, MOTOR OPERATOR, ~ W KEY -PAD PANEL MOUNTED ON KEYPAD BOLLARD PER DETAIL; PROVIDE (D ELECTRICAL CONDUIT RUNS TO MOTOR OPERATOR AND BOLLARD LOCATIONS; J REF. ELECTRICAL SITE PLAN 32.05 NEW 8b" HIGH STEEL SECURITY FENCING PER PLANS AND DETAILS; FINISH F' PER EXTERIOR ELEVATIONS KN.11 BICYCLE RACK/PARKING PER PLANS AND DETAILS; PROVIDE 4" THICK U CONCRETE SLAB ON GRADE WITH THICKENED EDGE WITH MEDIUM BROOM O FINISH KN. 12 TRASH ENCLOSURE PER PLANS ml I A JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206 324 4800 WWW JACKSONMAIN. COM PROGRESS SET NOT FOR CONSTRUCTION U 22145 ~ W J (D BB, GH J RM Q F' 00 I -- /W V U O o �' � O Z Z I— �0 / ) V) J H- O p LL co v J J Z rn W OZ QO U) (n O W ?w W L ow W w0 Zo } z 00 `'' z Q N w m LLI 22145 ~ W DH (D BB, GH W RM Q F' 00 I -- (Y U O o �' � Z Z �0 cq IL + w J Q p fy W J QO (n W 0 o W L Y W ~ z m Z_ Z0_ C7 n Q I (n PROJECT NO.: 22145 PROJECT MGR.: DH DRAWN BY: AJ, BB, GH CHECKED BY: RM SITE PLAN 0 a rc U W Q 2 W H Q PROJECT NO.: 22145 PROJECT MGR.: DH DRAWN BY: AJ, BB, GH CHECKED BY: RM SITE PLAN A1.01 JACKSON I MAIN ARCHITECTURE RE. @= SHEET NOTES: CLEAR VISION TRIANGLE Sim ml I A JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206 324 4800 W W W JACKSONMAIN. COM PROGRESS SET NOT FOR CONSTRUCTION U ~ Lu J J 4'-511 uj 00 I-- U� 211-511 O o O a U) 20'-0" � O cq LL O p LLco W J J Z rn 18'-911 Oz QO (n �5 O 4'-611 o w LL C) of WO Z } z 00 (:i Z m N CLUO CUO Z0 -(Da_ Q (n z J) W 0 0 Z H D 32.17 w w w w w w w w w w\ w w w w w wwww www www www www www www www w www www www www www www www www www www www www www \www ww ww ww ww ww ww ww www www www www www www ww www ww www www www www www www www www www \ww www ww ww \ww 201-011FIRE \www www www wwww wwww ,www \www w www ACCESS LANE w ,www w w w w w w w w w,w w w w w w w w w w w w w w w w w w w w w w w w w w w\w w w w w w w w w w w w w w w w,w w w w w w w w w w w w w w - w w w w w w W---------------- w,w w w w w w w w w w w w w w w w w \ I \\ O www I / / w wwwww w w (V Ll) - O 30,0„ IR I /I I ��� \ p I I I I RSoso„l I I \ \ I I w w w w w w w w w w w w w `\ /� `\ o Z' I I w wwwwwwwwwwwww" Eo 2I I w w w w w w w w w w w w w w wwwwwwwww \ �,�� \ I I www wwwwwwwwwwwwwww" _ \ \ / - - - - - - - -- -- - - - - -- _ w w w w w w w w w w w w w w KEYNOTES: \ \ w w w KN.11 \ w w w\w w w w w \ w w A w w w w \ I w w \w w w w \ w w w w w w\w w w w \ w w w w w w w w w w w w 7" 18'-211 4'-6 3/8" 3'-5" 8'-011 w w w w \w w w w w w w wwwwwwwwwwwwiw wwwwwwwww , wwwwwwww ,- wwwwwwwww wwwwwwww . � 11.01 34.02 11.01 Sim ml I A JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206 324 4800 W W W JACKSONMAIN. COM PROGRESS SET NOT FOR CONSTRUCTION U ~ Lu J J QOf uj 00 I-- U� O o O a U) � O cq LL O p LLco W J J Z rn W Oz QO (n �5 O Lu? o w LL C) of WO Z } z 00 (:i Z m N CLUO CUO W ~ Lu QOf 00 I-- U� O o a U) � O cq LL + W J Q p of W J QO (n W o W LL Y W z ~ m Z_ Z0 -(Da_ Q (n z J) PROJECT NO.: 22145 ENLARGED SITE PLAN - ENTRANCE GATE PROJECT MGR.: DH 1/4" =1'-0" DRAWN BY: AJ, BB, GH CHECKED BY: RM ENLARGED SITE PLANS A1.02 JACKSON I MAIN ARCHITEC RE P.S.®'= O a U W 0 0 Z H D PROJECT NO.: 22145 ENLARGED SITE PLAN - ENTRANCE GATE PROJECT MGR.: DH 1/4" =1'-0" DRAWN BY: AJ, BB, GH CHECKED BY: RM ENLARGED SITE PLANS A1.02 JACKSON I MAIN ARCHITEC RE P.S.®'= in a F LL 0 Y s r DESIGNER NOTE: VERIFY WHAT GATE IS USED FOR AND IF SELF STORAGE NOTES ARE NEEDED AND IF SO, WHERE ARE THEY LOCATED. (20' - (Y' PREFERRED) PEDESTRIAN ACCESS GATETO BE THE SAME MATER IAL AND COLOR AS GATE/ FENCE, WITH SECURITYMESH 9 R PANEL AN D ACCESSIBLE LEVER y N HANDLE HARDWARE SEE MAN GATE DETAIL FOR MORE INFORMATION a OPTIONAL C.I.P. 6" CONCRETE CURB. SEE PLAN FOR PLANTER LOCATION. RUN CURB IN fO FRONT OF CMU FENCE PIER, WHERE OCCURS. EDGE OF CONCRETE SLAB (VERIFY WITH CIVIL) AUTOMATIC SLIDING GATE - ENTRY/EXIT PLAN METAL ENCLOSURE FOR KEYPAD 3x 3x 1/4" TUBE STEEL KEYPAD COLUMN. FINISH WITH SILICON - POLYESTER PAINT, (COLOR PER OWNER). COLUMN TO BE PREFABRICATED BY'QUICKSTOR DESIGNS' OR EQUAL BASE COVER PLATE WITH (4)9X318" 'L' ANCHOR BOLTS (ALL -THREAD BOLT TYPE ONLY) I" ABOVE CONCRETE PAD PL. NOTE: CURB PER CIVIL OR PROVIDED CURB DETAIL (1) 3/4"AND (1) METAL CONDUITS KEY PAD - SECTION DETAIL TYPICAL PEDESTAL KEYPAD WITH (2) 6" dia. BOLLARDS GATE OPERATOR WITH BOLLARD PROTECTION GATE PROTECTION GUARD WITH W dia. BOLLARDS AND 8" STEEL CHANNEL PAINTED PUBLIC STORAGE ORANGE. USE WHERE PARKING OR PEDESTRIAN CIRCULATION IS ADJACENT TO SLIDING GATE. TYPICAL SLIDING GATE STEELTRACK TYPICAL V-0" HIGH PICKET FENCE 6" SQUAR E STAN DAR D METAL FENS E POST AT GATE OPENING TYPICAL METAL PICKET SLIDING GATE, VERIFY GATE TYPE USED AT SITE TYPICAL PAINTED'STOP SIGN' TYPICAL DETECTOR LOOP, SEE SPECIFICATION FOR FURTHER INFO 8" 3x 3x 1/4" STEEL TUBE CENTERED 3/4" AND WELDEDTO PLATE 0 0 (4) 7/16" 0 THROUGH HOLES 3/4" 0 CONDUIT a0 2'0 THROUGH HOLES 0 0 81 8x 3/16" STEEL PLATE NOTE: USE 9 -LONG x 3/8"L' BOLTS IN CONCRETE PAD. ALL BOLTS SHALL BE ALL-TH READ MATERIAL ONLY EACH BOLT SHOULD NOT EXCEED 1" ABOVE CONCRETE. KEY PAD - BASE PLATE DETAIL ACCESSIBILITY SYMBOL PER a (REFERENCE CODE) AND ICC/ANSI A117.1, CHAPTER 703 CHARACTERS PER (REFERENCE CODE) AND ICC/ANSI A117.1 ENTRANCE BRAILLE SYMBOLS PER (REFERENCE CODE) AND ICC/ANSI A117.1 6' ACCESSIBILITY SYMBOL PER (REFERENCE CODE) AND ICC/ANSI A117.1, CHAPTER 703 DIRECTIONAL NOTE: 1. IDENTIFICATION SIGNS SHALL BE PER (REFERENCE CODE) AND ICC/ANSI A117.1-2009. 2. CENTERLINE OF SIGN SHALL BE 10" FROM THE LATCH SIDE OF DOOR. 3. REFER TO SIGNAGECONSULTANT'S DRAWINGS FOR SIGN LOCATIONSAND REQUIRED TEXT. 4. SEE SIGNAGE PACKAGE FOR SIGN MATERIALS AT (GARAGE ELEVATOR LOBBY) LOCATIONS. PROVIDE SAMPLES FOR APPROVAL PRIOR TO FABRICATION. 5. SIGNS SHOWN ARE REPRESENTATIVE ONLY. REFER TO SIGNAGE DESIGNER PLANS FOR ADDITIONAL INFORMATION. S. SUBMIT FULL SIZE SAMPLES OF ALL SIGNS TO THE ARCHITECT AND SIGNAGE CONSULTANT FOR APPROVAL. VERIFY CODEAND DATE REFERENCES ACCESSIBLE ENTRANCE AND DIRECTIONAL SIGNAGE (2 17) 17 _,,-� ORNAMENTAL METAL FENCE 3I8" =1'-0" 4" CATCH POST WITH 10" CATCH PLATE PRESSURE SENSOR EDGE STOP SWITCH ON LEADING EDGE OF GATE, BY MILLER EDGE OR OWNER APPROVED EQUAL INVERTED STEEL ANGLE ROLLING GATE TRACKS WITH ANCHOR STUDS IMBEDDED INTO CONCRETE DESIGNER NOTE: CHECK WITH LOCAL JURISDICTION FOR ADDITIONAL SIGNAGE DESIGNER NOTE: CHECK WITH LOCAL JURISDICTION FOR ADDITIONAL SIGNAGE REQUIREMENTS. FOR EXAMPLE CALIFORNIA T24 REQUIRES"MINIMUM FINE" DISPLAYED. REQUIREMENTS. FOR EXAMPLE CALIFORNIA T24 REQUIRES"MINIMUM FINE" DISPLAYED. 16" Of 00 I-- WEITIMILE; w wwl ARROW DIRECTION VARIES PER LOCATION/ ORIENTATION OF SIGN R ELATIV E TO EXIT- SEE 30.02 AN D 30.03. ACCESSIBILITY DIRECTIONAL EXIT SIGN (2017) 1 1 3, _ ,,-g' 4 C <V E7S;ifl PAINT WITH 2 COATS OF TRAFFIC LINE WHITE NOTE: PROVIDE PAINTED DIRECTIONAL AR ROW AT ALL LOCATIONS INDICATED ON SITE PLANS PARKING DIRECTIONAL ARROW SINGLE DESIGNER NOTE: VERIFY HEIGHT OF ANY FENCE PER PLAN AND COORDINATE HEIGHT ON THESE DETAILS. V" SQUAR E x 14ga. V-13" FULLY WELDED END CAP :KET SLOPED TO DRAIN 0 1-1/2" 14 ga. IANNEL RAIL TYP. *'SQUARE POST, FOR .00. POST ANCHORAGE REFERENCE POST DETAIL I/2" SQUARE POST IE OF EXISTING LADE ATE: PAINT ALL METAL PER ELEVATIONS EXPANDED MEAL c c SECURITY MESH, COLOR w r TO MATCH FENCE STEEL SECURITY PLACE FORHARDWARE ACCESSIBLE HARDWARE WITH KEY LOCK AND R SELF-CLOSING EGRESS oT HARDWARE FINISH GRADE O NOTE: PAINT ALL METAL ORNAMENTAL PEDESTRIAN GATE i/2"= VI ORNAMENTAL ROLLING GATE DETAIL 4" GUIDE POST 2x 1-1/2" METAL GATEFRAME 3/4" SQUARE BAR AT 4-3/4" O.C. GATE OPERATOR NOTE: PAINT ALL METAL ro RESERVED 3/8 WIDE GREEN N COLOR BAND im cq PARKIN REF. NOTE SBELOW ACCESSIBLE PARKING ONLY <V VAN 0 ~ ACCESSIBLE REF. NOTE 6 BELOW WHITE REFLECTIVE BACKGROUND TYP.) 1 1/2" dia. SSTL POST 3/8" WIDE GREEN COLOR BAND WHITE REFLECTIVE BACKGROUND TYP.) REF. NOTE 5 BELOW PROVIDE VAN SIGN AT EACH VAN SPACE INDICATED ON SITE PLAN 0- 1— Z �U Z� Z 12" Kd �OZW aN 00 Yt N A 6] Q •••• a NOTE: 1. PLACE ONE SIGN PER ADA STALL AS INDICATED ON SITE PLAN. 2. THIS SIGN MAY BE USED AS WALL MOUNTED, PROVIDED THE BOTTOM OF THE SIGN IS 60" MIN. ABOVETHE STALL HEIGHT OFTHE PARKING SPACE. 3. SIGNS SHALL BE CENTERED ON THE PARKING SPACE. 4. THE SIGN FACE SHOULD BE LOCATED NO FARTHER THAN 6 FEET FROM EACH PARKING SPACE. S. CONTRACTOR TO COORDINATE ALL LETTERING SERIES AND COLOR WITH LOCAL JURISDICTION. 6. INTERNATIONAL SYMBOL OF ACCESSIBILITY, WHITE ON Bx 6" BLUE FIELD WITH 1/2" RADIUS CORNERS. ACCESSIBLE PARKING SIGNAGE 3"= VI NOTE ACCESSIBLE PARKING SIGN, REFERENCE ENLARGED DETAIL FOR LOCATION AND ADDITIONAL INFORMATION ------ 3"WIDETRAFFIC WHITE PAINT, T- 0" O.C. AT 45 DEGREEANGLE 3x T INTERNATIONAL SYMBOL OF ACCESSIBILITY, CENTER ON SPACE 3" WIDETRAFFIC WHITE PAINT. TYP. N00 0 nw ? ow w ko a Ow 0 Q Yf O N 0 O 0 � O z Y w F¢ a ACCESSIBLE PARKING SIGN, REFERENCE DETAIL X.XXX. REFERENCE SITE PLAN FOR SIGN LOCATIONS 1-1/2"dia. S.StI. POST CONCRETE FOOTING ACCESSIBLE PARKING SIGNAGE POST I"= VI IF INDICATED ON PLAN, COLUMN PER STRUCTURAL EQ EQ 8'-0" 5.41 (8'- 0" AT VAN STALL) 1. ACCESSIBLE PARKING PER THE OREGON STATE CODE SECTION 1106 - PARKING AND PASSENGER LOADING FACILITIES 2. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY PARKING SPACE MARKINGS SHALL BE PLACED IN EACH PARKING SPACE DESIGNATED FOR USE BY PERSONS WITH DISABILITIES. A BLUE BACKGROUND WITH THE WHITE BORDER MAY SUPPLEMENT THE WHEELCHAIR SYMBOL. 1 ACCESSIBLE PARKING STALL c a c a BOLLARD - STEEL PIPE - CONCRETE FOOTING DOME CONCRETE CAP 8" 0 (U.N.O.) STEEL PIPE BOLLARD FILLED W/ CONC PAINT PER EXTERIOR SCHEDULE CEMENT WASH 12" 0 CONIC. FOOTING NOTE: PAINT EXPOSED PORTION OF STEEL PIPE WITH (2) COATS SAFETY YELLOW 6" 0 STEEL BOLLARD WITH ROUNDEDCAP 3/4" STEEL PLATE 12x 12' WITH 3/4" 0 ANCHOR BOLTS WITH 5" EMBEDDED ELEVATION 6" 0 STEEL BOLLARD WITH 20 0 ROUNDEDCAP 0 0 3/4" STEEL PLATE 12" x 12" WITH 3/4" 0 ANCHOR PLAN BOLTS WITH 5" EMBEDDED BOLLARD - STEEL PIPE - SURFACE MOUNTED JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206 324 4800 WWW JACKSONMAIN. COM PROGRESS SET NOT FOR CONSTRUCTION U 22145 ~ W J (D AJ, BB, GH J RM Of 00 I-- /W U) <V�/ 0 LL 0' O Z Z � V) � (y) O LL U] J J Z rn W Oz QO U) (n O W ?W LL oOf W CWC WO Z } z 00 coW C] Z Q N CD W 22145 ~ W DH (D AJ, BB, GH W RM Of 00 I-- �<� LL U) IZT 0 0 0' Z Z � O cq LL + W J Q p CY W J QO (n W � o LL Y W CWC Z m z Z (7 n ffD/^_� VJ PROJECT NO.: 22145 PROJECT MGR.: DH DRAWN BY: AJ, BB, GH CHECKEDBY: RM O a U w a O z w a PROJECT NO.: 22145 PROJECT MGR.: DH DRAWN BY: AJ, BB, GH CHECKEDBY: RM SITE DETAILS A1.03 JFCKSON MFIN FRp11TEClURE P.S. ®'e023 72 74 75 76 r 10 w w w w W w wI w w w w w w w w w w w w . ww I w w w w w w w w 1y w w w w w w w w w — — -- — -- w w w Iw w l w w w w w Iw w w w w w w w w w w w ww w w w w w w w w w w w w w www 9e w w w w w w w w 2 5 w w w w w w w� w w w w w 44.01 w www w w w w w w w — — -- --mow —��-- p w w w w w w w w w 07.01w w w w w w w w w I {" w w w w w w w w w w w w w v w —w------ 65'4" I Count UNITAREA Comments BLDG A VEHICULAR ACCESS GATE PER SITE PLAN AND DETAILS, MOTOR OPERATOR, 15'41 20'4" 13 25SF INTERIOR 10x10 3 w w w w W w wI w w w w w w w w w w w w . ww I w w w w w w w w 1y w w w w w w w w w — — -- — -- w w w Iw w l w w w w w Iw w w w w w w w w w w w ww w w w w w w w w w w w w w www 9e w w w w w w w w 2 5 w w w w w w w� w w w w w 44.01 w www w w w w w w w — — -- --mow —��-- p w w w w w w w w w 07.01w w w w w w w w w I {" w w w w w w w w w w w w w v w —w------ Name I Count UNITAREA Comments BLDG A VEHICULAR ACCESS GATE PER SITE PLAN AND DETAILS, MOTOR OPERATOR, 2 A5.01 5X5 13 25SF INTERIOR 10x10 3 100 SF INTERIOR 10X15 m 5 5 I INTERIOR w KN.14 SUPPLIES 10X10 o 1100 SF all 10x15 10x10 'la 14 _� 10xM5 10x15 10x15 w J z o LU O z U) m S i� 5 sia sia sia w w rc LL Q IY Se6 -J L- ` r7 L _J 0 7 0 7 0 7 w L6 N ' m — — 0 51 z 0_ c7 x Q (n = u) I I I I 0 C c $a <II 10X15 0 11a A Si4 A A Q o L7SID 0 7 �� Q^/ A m 2 M -� r — — — _ 0 1 -� 1 1 1 — a o Rw INa 10x101 1 10X15-------------- �l 0-vit — Il- - —3� -- ---- --- ----- -- , al Ia al (C� S14 m 0 7 10x15 10x15 ses G 3 Y Q - r S14 LR. NPI - r Se6 Si4 Si4 i 0 7 O 5 0 7 0 7 / o al 10x15 al 10x15 �� o I / 4 / Yf O R <I110x10 L—J www w w q R 0 50 1 Se6 w ` KN.13 � 0 0 10'-0" 8b" 3'-4" 25'-91/4" 19'-103/4" w w w w A4.01 3 43.01 w w w w w w w w w w w w w w w w w w w w w w FLOOR PLAN - BUILDING A W IN a 1'-a PROJECT NORT UNIT MIX SCHEDULE BUILDING A Name I Count UNITAREA Comments BLDG A VEHICULAR ACCESS GATE PER SITE PLAN AND DETAILS, MOTOR OPERATOR, 2 A5.01 5X5 13 25SF INTERIOR 10x10 3 100 SF INTERIOR 10X15 17 1150 SF I INTERIOR 1 KN.14 SUPPLIES 10X10 11 1100 SF I EXTERIOR 10X15 14 1150 SF I EXTERIOR UNIT MIX SCHEDULE BUILDING OFFICE Name Count UNITAREA Comments OFFICE VEHICULAR ACCESS GATE PER SITE PLAN AND DETAILS, MOTOR OPERATOR, 2 A5.01 BREAK ROOM/ 1 STORAGE [)f ELEC. 1 87 KIOSKAREA 1 Si4 RETAIL 1 RETAIL As.o1 3 RR 1 KN.14 SUPPLIES 1 J i� lr------ sib L; 0 1 r - 2 ENLARGED RESTROOM AND BREAK ROOM PLAN g4" a T -IT w w w w BUILDING DATUM" w w w w w w mp I I I 8 � 2 ' 43.01 43.01 / A103 5 43.01 7 44.02 36,0" RECESSED HOSE BOX WITH LOCK O -B w w wBREAK ROOM/ v - - — STORAGE v ® _ XXga, PRE -FINISHED (STEEL, ALUMINUM, PVC? PL/PM TO SPECIFY) DATA KIOSK AREA Rk@ 0 PER ROOF DRAINAGE CALCULATIONS; COLOR PER EXTERIOR ELEVATIONS _ VEHICULAR ACCESS GATE PER SITE PLAN AND DETAILS, MOTOR OPERATOR, 2 A5.01 KEY -PAD PANEL MOUNTED ON KEYPAD BOLLARD PER DETAIL; PROVIDE [)f ELECTRICAL CONDUIT RUNS TO MOTOR OPERATOR AND BOLLARD LOCATIONS; (Y 87 32.17 WATER Si4 COOLER 0 1 RETAIL As.o1 3 KN.13 STRIPEDCART STORAGE AREA(TYP) KN.14 MECHANICAL EQUIPMENT REFER TO M2.1 J �O �/ U) -(y) O LL U J J 1 w w w w w w w w w w m w R w w w N w w 3.01 wm w w m w w w w w w w w w w w w w w w w w l \�/ / ❑❑❑ w w w w w w w W �- w w� w w w w w w w KN.14 w w w w w w w � w w 07.01 � I I wwwwwwwwwwww L w � — � w KN.12 A-E - - - - - - -- - w w w w w 7 ODIw w A4.02 w 11.01 L — 7 w w w w 43.01 A -F www FLOOR PLAN - OFFICE IN = I-V PROJECT NORT KEY PLAN- A 84 OFFICE I"= 10V-9 \TEE PROJECT WORT N'JRIH SHEET NOTES: A. REFER TO GO.01 FOR ABBREVIATIONS, SYMBOLS AND GENERAL PROJECT NOTES. B. REFER TOG SERIES SHEETS FOR CODE& ACCESSIBILITY STANDARDS. C. REFER TO A8 SERIES FOR SPECIFIC WALL ASSEMBLY INFORMATION D. REFER TO DOOR AND WINDOW MANUFACTURER SPECIFICATIONS FOR ACTUAL ROUGH OPENING SIZES. E. REFER TO STRUCTURAL DRAWINGS FOR SHEAR WALL, HOLD DOWN LOCATIONS, AND BEAM SIZES. F. FOR FRAMED WALLS- LOCATE HINGE SIDE OF ALL DOORS 41/2" FROM PERPENDICULAR FRAMING U.N.O. G. GENERAL NOTES ON THIS PAGE DO NOT EXCLUDE NOTES ELSEWHERE; THIS DOCUMENT SET IS COMPLEMENTARY. NOTES ON OTHER SHEETS MAY HAVE BEARING/ APPLICATION TO WORK SHOWN ON THIS SHEET H. CORNER GUARDS TO BE INSTALLED ON ALL EXPOSED INTERIOR CORNERS KEYNOTES: # I NOTE 07.01 XXga, PRE -FINISHED (STEEL, ALUMINUM, PVC? PL/PM TO SPECIFY) LuLu DOWNSPOUTS AND GUTTERS PER S.M.A.C.N.A. RECOMMENDATIONS, SIZED 0 PER ROOF DRAINAGE CALCULATIONS; COLOR PER EXTERIOR ELEVATIONS 11.01 VEHICULAR ACCESS GATE PER SITE PLAN AND DETAILS, MOTOR OPERATOR, Q KEY -PAD PANEL MOUNTED ON KEYPAD BOLLARD PER DETAIL; PROVIDE [)f ELECTRICAL CONDUIT RUNS TO MOTOR OPERATOR AND BOLLARD LOCATIONS; (Y REF. ELECTRICAL SITE PLAN 32.17 MONUMENT SIGN PER PLANS; SIGN DESIGN BY OTHERS AND UNDER SEPARATE PERMIT KN. 12 TRASH ENCLOSURE PER PLANS KN.13 STRIPEDCART STORAGE AREA(TYP) KN.14 MECHANICAL EQUIPMENT REFER TO M2.1 JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206 324 4800 WWW JACKSONMAIN. COM PROGRESS SET NOT FOR CONSTRUCTION U 22145 LuLu J 0 AJ, BB, GH J RM Q Lu [)f 00 I- (Y U 0 �O �/ U) -(y) O LL U J J z rn LU O z U) �5 O LU ?Lu rc LL Q IY CW G_ Lu zQ O ` r7 L Do c� C) Q L6 N LU M Lu 22145 LuLu DH 0 AJ, BB, GH Lu RM Q [)f 00 I- (Y U �O LL + LJ J Q Q of Lu J < O (n Lu O 0 0 rc LL Y Lu CW G_ (D Q LL z 0_ c7 Q (n = u) PROJECT NO.: 22145 PROJECT MGR.: DH DRAWN BY: AJ, BB, GH CHECKED BY: RM O 0 rc N 0 Q 2 W H Q PROJECT NO.: 22145 PROJECT MGR.: DH DRAWN BY: AJ, BB, GH CHECKED BY: RM FLOOR PLAN - BUILDING A & OFFICE A2.01 JACI N I MAIN ARCHITECNRE P.S. C= 57 58 59 60 61 62 63 3 64 65 66 67 68 69 70 71 44.01 140'-0" 20'4" 10'41 5'-0" 10'4" 10'4" 20'4" 10'-0" 514" 10'41 10'41 5'-0" 10'-0" 15'41 BUILDING DATUM W W W W W W ." W ." W ." W ." W ." w W w W w W w W w W w W w W w W W W W W WI W W W W W W W W W y W W W W ." W ." W W ." W ." W ." W w W w W w W w W w W w W w j w W W W W W 44'. g' 14-0" w 1 009 010 011 B03 I II I I Ii10 I I II E I I I I I I J <I 10x20 10x10 I< L-� < 10x10 < L-� <II 1x15 L-� <II 10x10 10x1011< L-� < 10x10 10x15 0 I I I ii t II I II II I, II - - al 10x20 10x10 1< <I 10x10 ` <11 1bx15 10x10< <II 10x10 10x1011a <� 10x10 10x15 II< a 9 I S A -J L_ -J -J L_ _J L_ -J - 5 I I I I I I Q 44.02 I I I I I I I I I - all 10x20 10x10 IIa a; 10x10 ` all 1x15 10x10 Ila "1 10x10 10x10'Ia a; 10x10 10x15 a o Si4 Si4 S14 Si4 1 Se6 - 0 7 L_ L- S-0" _ FO -F-71 _ 5.41 _ 0 7 L- 5'-0" _ FO -F-71 L- LR.TYP. LR. TYP. LR. TYP. 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REFER TO GO.01 FOR ABBREVIATIONS, SYMBOLS AND GENERAL PROJECT NOTES. B. REFER TOG SERIES SHEETS FOR CODE& ACCESSIBILITY STANDARDS. C. REFER TO AS SERIES FOR SPECIFIC WALL ASSEMBLY INFORMATION D. REFER TO DOOR AND WINDOW MANUFACTURER SPECIFICATIONS FOR ACTUAL ROUGH OPENING SIZES. E. REFER TO STRUCTURAL DRAWINGS FOR SHEAR WALL, HOLD DOWN LOCATIONS, AND BEAM SIZES. F. FOR FRAMED WALLS- LOCATE HINGE SIDE OF ALL DOORS 4-1/2" FROM PERPENDICULAR FRAMING U.N.O. G. GENERAL NOTES ON THIS PAGE DO NOT EXCLUDE NOTES ELSEWHERE; THIS DOCUMENT SET IS COMPLEMENTARY. NOTES ON OTHER SHEETS MAY HAVE BEARING/ APPLICATION TO WORK SHOWN ON THIS SHEET H. CORNER GUARDS TO BE INSTALLED ON ALL EXPOSED INTERIOR CORNERS .. w KEYNOTES: w W W 1 # NOTE F E D j Fol OF j KEY PLAN- B V/ I"= 10(y -(r TRATE PROJECT WORT N'JRIH 07.01 XXga, PRE -FINISHED (STEEL, ALUMINUM, PVC? PU PM TO SPECIFY) ~ Lu DOWNSPOUTS AND GUTTERS PER S.M.A.C.N.A. RECOMMENDATIONS, SIZED (D PER ROOF DRAINAGE CALCULATIONS; COLOR PER EXTERIOR ELEVATIONS 08.05 OVERHEAD COILING DOOR, TYP. 32.03 NEW 8'4" HIGH BLACK ORNAMENTAL METAL PICKET FENCE PER PLANS AND OfI-- DETAILS. 34.02 S" DIAMETER, SCHEDULE 40, CONCRETE -FILLED STEEL PIPE BOLLARD PER U DETAIL; PROVIDE 1/4" WALL THICKNESS THERMOPLASTIC BOLLARD SLEEVE COVER (BASIS OF DESIGN: IDEAL -SHIELD 1/4" BOLLARD COVERS); COLOR: (Y SAFETY YELLOW, U.N.O. KN.13 STRIPED CART STORAGE AREA(TYP) wil A JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206 324 4800 WWW JACKSONMAIN. COM PROGRESS SET NOT FOR CONSTRUCTION U 22145 ~ Lu J (D AJ, BB, GH J RM a uj OfI-- 00 (Y U (Y 0 � //) 1 V -(y) F-� O LL W J J z rn W O_z QO U) (n O W ?W W LL Q CY WO z ` z 00 cy) Q z a N LU CCI W 22145 ~ Lu DH (D AJ, BB, GH W RM a OfI-- 00 (Y U � O cq LL + W J Q p CY W J QO O (n W o W LL Y W m z z0- (D a_ a0=J) PROJECT NO.: 22145 PROJECT MGR.: DH DRAWN BY: AJ, BB, GH CHECKED BY: RM O 0 rc U W CI Q 2 w 0 PROJECT NO.: 22145 PROJECT MGR.: DH DRAWN BY: AJ, BB, GH CHECKED BY: RM FLOOR PLAN - BUILDING B A2.02 JACKSON I MAIN ARCHITEC RE P.S.®'= r SHEET NOTES: 0 v A. REFER TO GO.01 FOR ABBREVIATIONS, SYMBOLS AND GENERAL PROJECT NOTES. B. REFER TOG SERIES SHEETS FOR CODE& ACCESSIBILITY STANDARDS. N C. REFER TO AS SERIES FOR SPECIFIC WALL ASSEMBLY INFORMATION D. REFER TO DOOR AND WINDOW MANUFACTURER SPECIFICATIONS FOR ACTUAL v ROUGH OPENING SIZES. 'fa E. REFER TO STRUCTURAL DRAWINGS FOR SHEAR WALL, HOLD DOWN LOCATIONS, AND BEAM SIZES. y F. FOR FRAMED WALLS- LOCATE HINGE SIDE OF ALL DOORS 4-1/2" FROM PERPENDICULAR FRAMING U.N.O. G. GENERAL NOTES ON THIS PAGE DO NOT EXCLUDE NOTES ELSEWHERE; THIS e E DOCUMENT SET IS COMPLEMENTARY. NOTES ON OTHER SHEETS MAY HAVE 5. BEARING/ APPLICATION TO WORK SHOWN ON THIS SHEET y` H. CORNER GUARDS TO BE INSTALLED ON ALL EXPOSED INTERIOR CORNERS N a E v 0 D 'c 0 Y L a A3.03 a N U 42 43 44 45 46 47 48 A4o, 49 50 51 52 53 54 55 56 NN A4.0 2 � M , 1W.0_ 0ww1 0 WW 140-4- 20-4- A" 10'4" 10'4" 5A" 15'4" 1e3W0.60 5 ' A 3 WW 1" 5D— .-_1 001 ".Y, WLL�P' 10WW'-_ 0"WW 10JW1'A7 "WW 5S--D '�—AA12 " WLL�' . 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PU PM TO SPECIFY) DOWNSPOUTS AND GUTTERS PER SM.A.C.N.A. RECOMMENDATION S, SIZED PER ROOF DRAINAGE CALCULATIONS; COLOR PER EXTERIOR ELEVATIONS STRIPED CART STORAGE AREA(TYP) FLOOR PLAN BUILDING C POT NORTUNIT MIX SCHEDULE BUILDING C Name Count UNITAREA Commets BLDG C 10z10 45 100SF INTERIOR 10z 15 7 150SF INTERIOR 10z 15 7 150SF ERIOR D10220 7 200 SF EXTERIOR IL o KEY PLAN- C 19a-^ p T�E POJECT JRTJRH m wil A I 22145 ~ Lu (� J RM Of 00Na r, LL U) � 'AWW1 Na I..L � O Z Z � L0O VJ F-� O LL u) � J z rn W Oz QO (n � O W ?w rc LL pC)f w � w0 z ` z °o cy) Q z a NCD LU Z W cD � W D Q 2 W 0 x uj JACKSON MAIN A R C H I T E C T U R E all FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206 324 4800 W W W JACKSONMAIN.CCM PROGRESS SET NOT FOR CONSTRUCTION U 22145 ~ Lu (� J RM Of 00Na r, LL U) � Na I..L � O Z Z � L0O VJ F-� O LL u) � J z rn W Oz QO (n � O W ?w rc LL uj JACKSON MAIN A R C H I T E C T U R E all FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206 324 4800 W W W JACKSONMAIN.CCM PROGRESS SET NOT FOR CONSTRUCTION U 22145 ~ Lu J (� J RM JACKSON MAIN A R C H I T E C T U R E all FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206 324 4800 W W W JACKSONMAIN.CCM PROGRESS SET NOT FOR CONSTRUCTION U 22145 ~ Lu J (� AJ, BB, GH J RM Of 00Na r, LL U) � Na I..L � O Z Z � L0O VJ F-� O LL u) � J z rn W Oz QO (n � O W ?w rc LL pC)f w � w0 z ` z °o cy) Q z a NCD LU W 22145 ~ Lu DH (� AJ, BB, GH W RM Of 00Na r, LL U) � p� � Z Z � L0O cq J Q p 1)f W J QO O (n W Of o rc LL Y w CWC m z Z W cD � PROJECT NO.: 22145 PROJECT MGR.: DH DRAWN BY: AJ, BB, GH CHECKED BY: RM O H a rc U W D Q 2 W 0 PROJECT NO.: 22145 PROJECT MGR.: DH DRAWN BY: AJ, BB, GH CHECKED BY: RM FLOOR PLAN - BUILDING C A2.03 JACKSON MFIN FRp11TECNRE P.S. ®'e023 4 A3 .0 28 29 30 31 1 A3.04 5 A4.01 32 33 34 35 36 37 38 39 40 41 A4.01 A3.04 FLOOR PLAN - BUILDING D III =1'A" 3 44.02 A. REFER TO GO.01 FOR ABBREVIATIONS, SYMBOLS AND GENERAL PROJECT NOTES. B. R EFER TO G SERIES SHEETS FOR CODE& ACCESSIBILITY STANDARDS. C. REFER TO AS SERIES FOR SPECIFIC WALL ASSEMBLY INFORMATION D. REFER TO DOOR AND WINDOW MANUFACTURER SPECIFICATIONS FOR ACTUAL ROUGH OPENING SIZES. E. REFER TO STRUCTURAL DRAWINGS FOR SHEAR WALL, HOLD DOWN LOCATIONS, AND BEAM SIZES. F. FOR FRAMED WALLS- LOCATE HINGE SIDE OF ALL DOORS 4-1/2" FROM PERPENDICULAR FRAMING U.N.O. G. GENERAL NOTES ON THIS PAGE DO NOT EXCLUDE NOTES ELSEWHERE; THIS DOCUMENT SET IS COMPLEMENTARY. NOTES ON OTHER SHEETS MAY HAVE BEARING/ APPLICATION TO WORK SHOWN ON THIS SHEET H. CORNER GUARDS TO BE INSTALLED ON ALL EXPOSED INTERIOR CORNERS KEYNOTES: # NOTE 07.01 XXga, PRE -FINISHED (STEEL, ALUMINUM, PVC? PU PM TO SPECIFY) ~ Lu 1 (D PER ROOF DRAINAGE CALCULATIONS; COLOR PER EXTERIOR ELEVATIONS 08.05 OVERHEAD COILING DOOR, TYP. KN.13 STRIPED CART STORAGE AREA (TYP) F' 00 I-- 0� 140'-0" () Q 100 SF INTERIOR 10X15 24 j 20'-0" 1 16-0" 5'-0" 1 16-0" 15b" Y SI 10.41 1 SI Y 10b" 1 10b" Y 5b" l 10.41 0 a 1 70'-11/4" INTERIOR 31/4" 3'-4" 11'-&" 3'-4" 21'-8" 3'-4" 1'-43/4" 4'-103/4" J z rn Se6 Oz O O (n W W ?w BUILDING DATUM LL K51 ", �, �, �, 1, "' "' �' "' "' "' "' �' �' B1010- � 00 z Q N CO Z 1W (7 aU)=J) W W W . 0 Q 07.01 w <11 10x20 10x15 < 10x15 10 15 1110x15 ) 0 Si4 -F-71 Si4 W W W W W FO FO -F-71 w w w W w w -, F- A A W W QI 10X20 10X15 w w w b W W 17- w w w w w W A I $ Its a 1 10 x 20 10 x 15 a < 110 x 10 10 10 10 x 10 - - s 1 - - - - - 07.01 S14 Si4 „ r, q'-0"„ y.. 4-1 TYP. -� r- -� r- -� 1 r- r4 5}c5 55 k 1 I I 10x20 10x15 10x15 10x115 1 1 -L -- -� 10x10 IIa �� ses all a all a Q'110x10 o s m 5x5 5x5 m JI IL S-0" JI IL SAJ 5'-0.. LR. TYP LR. TYP. CLR. TYP 5'A" m 5 5 5 m LR. TYP. - �q <11 10X20 10X15 a a1 10X15 10X115 <1 <1110X 10 10X10 Ia a1 10X15 110X10 / 7�5Fq5m 1 1 1 1 IL ' 11 11 11 11 11 11 11 11 ^ < ^ < m 5 5 5 5 m N G c <II 10x20 No 10x15 a <I 10x15 No 10x115 < -J - a1110x10 10x10 I< a1110x10 10x15 1 1 1 1 rE5�� 5jc5I° F5* am L_ _J L_ _J _J L_ _J L_ -� r -r - m SCS Sys 1� m cW 3 1 ------ <1 10x20 10x15 al Q11 10x15 10x115—'Ia _ �Q1110x10 10x10'al-- a'10x10 10x15 a — Aa.Dz ori _ sP m 5 x 5 5ji5 _ L- -� r- -� r- -� �rSi61I - SPr 5*5 K�51 m 0 1 1 3 10x20 10x15 i< <i 10x15 10x115 i< Q1110X 10 Ii< 10x10 1 Q11 10x10 a^ ma 11 10x15 Si4 _ 0 7 1 m 5�C5 SACS m 1 _J L_ _J L_ _J L_ _J L_ _J L_ 11 1 11 m 55SACS m 1 1 1 a1 10X20 10X1�1< <1�10X15 10X115 1< ` a1110X10 10X10 11111 a111 10x10 10x15 _L x EX m I m 11 11 11 11 L_ -' L- - -� r- t <iy 10X25 10x20 10 pc 10 a 5x1 wl m'I 10x10 r X10 10x15 r 07.01 W w w w 4-1 TYP. Se6 Se6 Se6 10 X 25 o KN.13 Se6 _ 07.01 10151 26-11 1/4" 3'1 47b" 3'-4" 29'-7 5/16" VI 1'-5 7/16" 25-1 A4.01 A3.04 FLOOR PLAN - BUILDING D III =1'A" 3 44.02 A. REFER TO GO.01 FOR ABBREVIATIONS, SYMBOLS AND GENERAL PROJECT NOTES. B. R EFER TO G SERIES SHEETS FOR CODE& ACCESSIBILITY STANDARDS. C. REFER TO AS SERIES FOR SPECIFIC WALL ASSEMBLY INFORMATION D. REFER TO DOOR AND WINDOW MANUFACTURER SPECIFICATIONS FOR ACTUAL ROUGH OPENING SIZES. E. REFER TO STRUCTURAL DRAWINGS FOR SHEAR WALL, HOLD DOWN LOCATIONS, AND BEAM SIZES. F. FOR FRAMED WALLS- LOCATE HINGE SIDE OF ALL DOORS 4-1/2" FROM PERPENDICULAR FRAMING U.N.O. G. GENERAL NOTES ON THIS PAGE DO NOT EXCLUDE NOTES ELSEWHERE; THIS DOCUMENT SET IS COMPLEMENTARY. NOTES ON OTHER SHEETS MAY HAVE BEARING/ APPLICATION TO WORK SHOWN ON THIS SHEET H. CORNER GUARDS TO BE INSTALLED ON ALL EXPOSED INTERIOR CORNERS KEYNOTES: # NOTE 07.01 XXga, PRE -FINISHED (STEEL, ALUMINUM, PVC? PU PM TO SPECIFY) ~ Lu DOWNSPOUTS AND GUTTERS PER S.M.A.C.N.A. RECOMMENDATIONS, SIZED (D PER ROOF DRAINAGE CALCULATIONS; COLOR PER EXTERIOR ELEVATIONS 08.05 OVERHEAD COILING DOOR, TYP. KN.13 STRIPED CART STORAGE AREA (TYP) wil A JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 20fi 324 4800 WWW JACKSONMAIN. COM PROGRESS SET NOT FOR CONSTRUCTION W F E D ~ Lu J (D BLDG D J 24 Q W F' 00 I-- 0� INTERIOR () Q 100 SF INTERIOR 10X15 24 150 SF 0 a 1 U) INTERIOR L0 O V) LL o p LL W J J z rn W Oz O O (n W W ?w W LL Q C)f Lu Z 0 } z 00 z Q N CO W F E D ~ Lu PROJECT NO.: 22145 : PROJECT MGR.DH DRAWN BY GH CHECKED BY: AJ, BB,RM (D BLDG D W 24 Q INTERIOR F' 00 I-- 0� INTERIOR () � 100 SF INTERIOR 10X15 24 150 SF INTERIOR a 1 U) INTERIOR L0 O cq LL 150SF + W J Q Q Of W J O O (n W � Q W LL Y w Z m z Z 0_ (7 aU)=J) UNIT MIX SCHEDULE BUILDING D F E D PROJECT NO.: 22145 : PROJECT MGR.DH DRAWN BY GH CHECKED BY: AJ, BB,RM Name Count UNITAREA Comments BLDG D 5X5 24 25 SF INTERIOR 5X10 O 50 SF INTERIOR 10X10 23 100 SF INTERIOR 10X15 24 150 SF INTERIOR a 1 200 SF INTERIOR 10X15 6 150SF EXTERIOR 10x20 9 200 SF EXTERIOR 10225 12 1250 SF I EXTERIOR U W 0 Q 2 w 0 UNIT MIX SCHEDULE BUILDING D F E D PROJECT NO.: 22145 : PROJECT MGR.DH DRAWN BY GH CHECKED BY: AJ, BB,RM Name Count UNITAREA Comments BLDG D 5X5 24 25 SF INTERIOR 5X10 1 50 SF INTERIOR 10X10 23 100 SF INTERIOR 10X15 24 150 SF INTERIOR 10x20 1 200 SF INTERIOR 10X15 6 150SF EXTERIOR 10x20 9 200 SF EXTERIOR 10225 12 1250 SF I EXTERIOR TI PROJECT N'JRTI N'JRIH KEY PLAN- D I"= 10g-0" FLOOR PLAN - BUILDING D A2.04 JACKSON I MAIN ARp ITEC I P.S. ®'= BUILDING 1 07.01 1 2 A4.02 13 14) (15)(16) (17) (18)(19 20) (21) (22) (23) (24)(25)4—A4-0a—i)(26 FLOOR PLAN - BUILDING E 1/6' =1'-0" UNIT MIX SCHEDULE BUILDING E Name Count UNITAREA Comments 20-4- 10.41 15 25 SF I INTERIOR 10. 11 10'-0" I INTERIOR — ; 165 15A I INTERIOR 1 19 0.1'j�i r - 10X10 10'4" 100 SF L 5'4" I 10 30'-83/8" I 10x20 '-8" 3-4" 1200 SF 21'' I J 3'-4" I 6'-8 21/2" I I 3'-4" 10x15 21'-4" I 0 3'-4" 10X10 IIa Y T- I I al 10)F10 all 10X10 10X10 11a 0 cy)z I -r all r_ I 10X15 10X10 a z all 10X10 10x10 IIa I I I a' 101110 I 10x15 I w w w w w w W W W I a' 10110 II 10x15 w w W W W L_ W W W W W W W W I I <� 110 W W W W W W W Q W W W W W W W W W W W W W W W T- I W W W W W .o W ww WWW wwww ww WWW ww 0 10x10 'aa' W W W w w w11 W W W W W W W W a W w WI W w '1alI 1w II I II I� l IIr- WW WW WW WW - r F10 F1, B04 F09 - r - - 10x20 10x10 I¢ IL J 10x10 10x10 1< L L <I 10x15 10x10 — <1 10x10 r 10x10 1< L 10x10 all Q1 al 10x10 ` a 1L S�A�� IL S-0.. _ 5'-0.. L_ IL _L �_ILF07 LR. TYP. CLR. TYP. -r-10 10x10 1 LR. TYP x5 5-x5, Sic5, �Sx5 �&xS ITL -J67.0, _ r r _ all 10x20 10x10 11< <11 10x10 10x1011< all 10x15 10x10ia I all 10x10 10x10 11< I _J L_ _J L_ I I I I I I I I I I al 10x20 10x10 Hal IaI 10x1010x101aI aI 10x15 10x10 a1 aII 10x10 10x10 IlaI I I I I I I I I -, I - I -,- I I -, I T- � I I -, II - II 10 x 15 a'1 I 10X20 10X10 ',a I a'1 I 10X10 10x10',a I a'1 I 10X10 ;a I a'1 I 10X10 10X10 I -r I r_r- I I I I I I I I all 10X20 10X10 I II< I all 10X10 10X10 I 11a I all 10X15 10X10Ic I I aI 10X10 10X10 I <I _J L_ _J I L_ w _� I L_ w _J L_ w -, r- -, r- -, T- I -, I - I I I I I 11< I 10 x 10 � I I II II I al I 10x20 10x10 'a I al I 10x10 10x10 I all 10x15 ` all 10x10 10x10 11` I L_ _� L_ I _� I L_ I _i L_ FLOOR PLAN - BUILDING E 1/6' =1'-0" UNIT MIX SCHEDULE BUILDING E Name Count UNITAREA Comments BLDG E 5X5 15 25 SF I INTERIOR 5X10 11 50 SF I INTERIOR 10X10 165 100 SF I INTERIOR 10x15 19 150 SF r - 10X10 I 100 SF EXTERIOR I 10 150 SF I 10x20 I 1200 SF I EXTERIOR I J I I -r I I I I I al 10110 10x15 aII�L� I 0 10X20 10X10 IIa Y T- I I al 10)F10 all 10X10 10X10 11a 0 cy)z I -r all r_ I 10X15 10X10 a z all 10X10 10x10 IIa I I I a' 101110 I 10x15 I I I a' 10110 II 10x15 I I I L_ T— 10x15���< I I <� 110 _J L_ Q 2 W T- I - - I10x10 0 10x10 'aa' 10x1010x10 'aa' 10x15 10x10 a '1alI III IIr- j5x1j0 II__Ox10 r al 10x10 10x10 Ia Q1 10x15 10x10 ` L_ _L �_ILF07 -r-10 10x10 1 x5 5-x5, Sic5, �Sx5 �&xS ITL -J67.0, - -- FLOOR PLAN - BUILDING E 1/6' =1'-0" UNIT MIX SCHEDULE BUILDING E Name Count UNITAREA Comments BLDG E 5X5 15 25 SF I INTERIOR 5X10 11 50 SF I INTERIOR 10X10 165 100 SF I INTERIOR 10x15 19 150 SF I INTERIOR 10X10 12 100 SF EXTERIOR 10X15 10 150 SF EXTERIOR 10x20 17 1200 SF I EXTERIOR O <' U I I I _J _ 27 26-3118. ., W W W W r4 W W W W W WWW W W W W 07.01 W I I W W W W W W i <II 10)t10 10x15 I I DOWNSPOUTS AND GUTTERS PER S.M.A.C.N.A. RECOMMENDATIONS, SIZED DRAWN BY: I L_ - I OVERHEAD COILING DOOR, TYP. T- I I <11 10 10 10x15 I I I I _J I I L_ LL I al 101F10 I 10x15 U) I U)c� � O I a' 10710 I 10x15 ' a I J z I -r I 0z r - I I I al 10110 10x15 I ;a I 0 I -, Y T- I I al 10)F10 10x15 I I I 0 cy)z I -r N r_ I I I <I 10710 I 10x15 I I a I z I I L- -, aU)=J) T- ' I I I a' 101110 I 10x15 I I I a' 10110 II 10x15 I I I L_ T— 10x15���< I I <� 110 _J L_ 11 rusfl w w WII JL W W r< W w w w w w L TYP.w TYP. KN.13 W 3'-4" A3.05 A401 KEY PLAN- E V/ 1" = 100-0" TRUE PROJECT NORTH N'JRTH 0 a 4ti ca} b W lV L — — Q O A4.02 w R 0 c c 1 07.01 1 D LFOI A. REFER TO GO.01 FOR ABBREVIATIONS, SYMBOLS AND GENERAL PROJECT NOTES. B. REFER TOG SERIES SHEETS FOR CODE& ACCESSIBILITY STANDARDS. C. REFER TO AS SERIES FOR SPECIFIC WALL ASSEMBLY INFORMATION D. REFER TO DOOR AND WINDOW MANUFACTURER SPECIFICATIONS FOR ACTUAL ROUGH OPENING SIZES. E. REFER TO STRUCTURAL DRAWINGS FOR SHEAR WALL, HOLD DOWN LOCATIONS, AND BEAM SIZES. F. FOR FRAMED WALLS- LOCATE HINGE SIDE OF ALL DOORS 4-1/2" FROM PERPENDICULAR FRAMING U.N.O. G. GENERAL NOTES ON THIS PAGE DO NOT EXCLUDE NOTES ELSEWHERE; THIS DOCUMENT SET IS COMPLEMENTARY. NOTES ON OTHER SHEETS MAY HAVE BEARING/ APPLICATION TO WORK SHOWN ON THIS SHEET H. CORNER GUARDS TO BE INSTALLED ON ALL EXPOSED INTERIOR CORNERS KEYNOTES: # NOTE 07.01 XXga, PRE -FINISHED (STEEL, ALUMINUM, PVC? PU PM TO SPECIFY) ~ LuW DOWNSPOUTS AND GUTTERS PER S.M.A.C.N.A. RECOMMENDATIONS, SIZED DRAWN BY: I 4 08.05 OVERHEAD COILING DOOR, TYP. KN.13 STRIPED CART STORAGE AREA(TYP) Of00 I -- 1 07.01 1 D LFOI A. REFER TO GO.01 FOR ABBREVIATIONS, SYMBOLS AND GENERAL PROJECT NOTES. B. REFER TOG SERIES SHEETS FOR CODE& ACCESSIBILITY STANDARDS. C. REFER TO AS SERIES FOR SPECIFIC WALL ASSEMBLY INFORMATION D. REFER TO DOOR AND WINDOW MANUFACTURER SPECIFICATIONS FOR ACTUAL ROUGH OPENING SIZES. E. REFER TO STRUCTURAL DRAWINGS FOR SHEAR WALL, HOLD DOWN LOCATIONS, AND BEAM SIZES. F. FOR FRAMED WALLS- LOCATE HINGE SIDE OF ALL DOORS 4-1/2" FROM PERPENDICULAR FRAMING U.N.O. G. GENERAL NOTES ON THIS PAGE DO NOT EXCLUDE NOTES ELSEWHERE; THIS DOCUMENT SET IS COMPLEMENTARY. NOTES ON OTHER SHEETS MAY HAVE BEARING/ APPLICATION TO WORK SHOWN ON THIS SHEET H. CORNER GUARDS TO BE INSTALLED ON ALL EXPOSED INTERIOR CORNERS KEYNOTES: # NOTE 07.01 XXga, PRE -FINISHED (STEEL, ALUMINUM, PVC? PU PM TO SPECIFY) ~ LuW DOWNSPOUTS AND GUTTERS PER S.M.A.C.N.A. RECOMMENDATIONS, SIZED DRAWN BY: PER ROOF DRAINAGE CALCULATIONS; COLOR PER EXTERIOR ELEVATIONS 08.05 OVERHEAD COILING DOOR, TYP. KN.13 STRIPED CART STORAGE AREA(TYP) wil A JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206 324 4800 WWW JACKSONMAIN. COM PROGRESS SET NOT FOR CONSTRUCTION U 22145 ~ LuW J DRAWN BY: AJ, BB, GH J RM < Of00 I -- `W` U) U) LL � O zz U) L0O U)c� � O LL U J J z rn LU 0z Q U) U) 0 LJ 0 W LL Y W Lu z0 } Z 0 cy)z Q N CCI LU 22145 ~ LuW DH DRAWN BY: AJ, BB, GH CHECKED BY: RM < Of00 I -- U) U) � zz U) L0O LL + W J Q p CY W J Q 0 U) Lu0 0 0 W LL Y W z I— m z_ z (7 aU)=J) PROJECT NO.: 22145 PROJECT MGR.: DH DRAWN BY: AJ, BB, GH CHECKED BY: RM O H 0 rc U W CI Q 2 W 0 PROJECT NO.: 22145 PROJECT MGR.: DH DRAWN BY: AJ, BB, GH CHECKED BY: RM FLOOR PLAN - BUILDING E A2.05 JACKSON I MAIN ARCHITECTURE RE. @= 1) ( 2 ) ( 3 ) ( 4 ) (5)(6 A306 TI 1 1 DOWNSPOUT & METAL GUARD, TYP. 86'4" 1 1 1 3'-4" BUILDING DATUM 4,A„ y„ 4,4„ w TYP. TYP. WI L G05 T 0701 ," W ," 0 0 0 0 0 0 0 0 0 0 0 of 5 x 1� L_L 10x20 m' 41 A Ir g li Ir g l5i Ir B 1 g li Ir g li Ir g li Ir B X 1 1 - L_ � r - O c� O 5 X J 10 U c�J _ �-- �-'� � 10x20 1a W W W 101 O O O LL 101 101 101 101 LL T x 0; 5x5 - - - 5x5 5x5 5x5 5x5 5'4^ 5x16 LR. TYP. L - 1-- A4.02 - - - - - - LR. TYP.i$ - - - - _ -o WWW 10x15 10x15 10x15 O'I 10x15 - -J 10x20 W 5x10 O 0;5x1 N W W W W o1 I 5x10 OI 10;Sx1� m c W W W W 10x201Q OII 10x15 10x20 C W v v W v W 5x10 O 0;5x1 WW WW WW W 5x10 I5x10 15x1 O OI C W W W W ," W LEI L J A3.06 � W W W W r- OI 10x15 r- , 10X20 ,C W 5x10 Ilol 1 5x10 OI 0;5x16 W� '^io -rl 5X10 r- r - W W W Klm 0 0;5x1 R W W W W W �L- c W W W W pro al 10X15 10X20 >elm 5x100'5x1 W W W W W W W W NL I I —L L �.- - -' L - I -' L _ - - T- RW W W W 5x1 1 W W W W o0 5x10 O o1 1 ��- >< 10x15 - 10x20 1< � ^m m� 5 10 1 Own WWWW W6:0 5x10�L�I a TYP. 41 W W ---- 5x5 5x5 1 I I LL� 10 11- 10x10 S\10x105x10 ---1----�=--J-----I—=—� �L_ L- - W m;5x1b a W W W 67.61 W 0'5x19 col W W W I I I I I I �� .W.W. WWWIW WWW WWI W W � W W W W W WW WIWW W W W W W W IW W W I W I I I I I I I I I I A306 A4.01 FLOOR PLAN - BUILDING F 1Ar =1'-0" PROJECT NORTH UNIT MIX SCHEDULE BUILDING F Name Count UNITAREA Comments BLDG F OVERHEAD COILING DOOR, TYP. I 06.05 STRIPED CART STORAGE AREA (TYP) 5X5 c 10 25 SF - INTERIOR 5X10 a 42 50 SF � INTERIOR 10X10 4 100 SF � INTERIOR 10X15 c+) O 8 150 SF INTERIOR 10x20 rn 1 200 SF INTERIOR �5 O Lu 0 10x20 7 200 SF EXTERIOR I �i �i a Or XXga, PRE -FINISHED (STEEL, ALUMINUM, PVC? PU PM TO SPECIFY) ~ W DOWNSPOUTS AND GUTTERS PER S.M.A.C.N.A. RECOMMENDATIONS, SIZED DRAWN BY: 0 08.05 OVERHEAD COILING DOOR, TYP. I 06.05 STRIPED CART STORAGE AREA (TYP) c I I- o - -Q I a I 07.01 Q � O A FF: E D L FO I KEY PLAN- F V/ 1" = 100-0" TRUE PROJECT NORTH N'JRTH A. REFER TO GO.01 FOR ABBREVIATIONS, SYMBOLS AND GENERAL PROJECT NOTES. B. REFER TOG SERIES SHEETS FOR CODE& ACCESSIBILITY STANDARDS. C. REFER TO AS SERIES FOR SPECIFIC WALL ASSEMBLY INFORMATION D. REFER TO DOOR AND WINDOW MANUFACTURER SPECIFICATIONS FOR ACTUAL ROUGH OPENING SIZES. E. REFER TO STRUCTURAL DRAWINGS FOR SHEAR WALL, HOLD DOWN LOCATIONS, AND BEAM SIZES. F. FOR FRAMED WALLS- LOCATE HINGE SIDE OF ALL DOORS 4-1/2" FROM PERPENDICULAR FRAMING U.N.O. G. GENERAL NOTES ON THIS PAGE DO NOT EXCLUDE NOTES ELSEWHERE; THIS DOCUMENT SET IS COMPLEMENTARY. NOTES ON OTHER SHEETS MAY HAVE BEARING/ APPLICATION TO WORK SHOWN ON THIS SHEET H. CORNER GUARDS TO BE INSTALLED ON ALL EXPOSED INTERIOR CORNERS KEYNOTES: # NOTE 07.01 XXga, PRE -FINISHED (STEEL, ALUMINUM, PVC? PU PM TO SPECIFY) ~ W DOWNSPOUTS AND GUTTERS PER S.M.A.C.N.A. RECOMMENDATIONS, SIZED DRAWN BY: PER ROOF DRAINAGE CALCULATIONS; COLOR PER EXTERIOR ELEVATIONS 08.05 OVERHEAD COILING DOOR, TYP. KN.13 STRIPED CART STORAGE AREA (TYP) pi I A JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206 324 4800 WWW JACKSONMAIN. COM PROGRESS SET NOT FOR CONSTRUCTION LU 22145 ~ W J DRAWN BY: AJ, BB, GH W RM Q uj 00 U� LL � 0 ZZ � (j - c+) O LL W J Z rn LU Oz U) �5 O Lu 0 W LL C) CY WO Z } Z 00 () z Q N Lu CCI LU 22145 ~ W DH DRAWN BY: AJ, BB, GH W RM Q 00 U� � ZZ � O cq LL + W -j QO W Lu 0 LU LL Y W Z Co z z0-( aU)=J) PROJECT NO.: 22145 PROJECT MGR.: DH DRAWN BY: AJ, BB, GH CHECKED BY: RM O a rc U W CI Q Z W H Q C1 PROJECT NO.: 22145 PROJECT MGR.: DH DRAWN BY: AJ, BB, GH CHECKED BY: RM FLOOR PLAN - BUILDING F A2.06 JACKSON I MAIN ARCHITECTURE P.S. ®'= 1 A3.01 A4.01 72 74 75 76 I 77 85'A" I I I I I I I I I I I PPROJI EECCT NORT A ROOF PLAN - BUILDING A B ROOF PLAN draina I"= W -a' A4.01 3 A3.01 ROOFAREA PIPE SIZING REQ. PIPE SIZING PROVIDED A 997 SF 4" 4" B 1626 SF 4" 4" diagram - BUILDING A c c c c 2 A3.01 5 A3.01 79 A; 02 80 I I I I I I I I I I I mROOF PLAN - OFFICE W4 Mr =1'-a' PROJECT N'JRTH ROOF AREA PIPE SIZING REQ. PIPE SIZING PROVIDED 887 SF A 887 SF 4" 4" _ A F LF_ ROOF PLAN drainage diagram - BUILDING O i"=49 -(r TRUE PROJECT WORT N'JRTH KEY PLAN- A & OFFICE O -C WHEN USED SPECIFICATIONS TAKE PRECEDENCE TO ALL NOTES, U.N.O. A. REFER TO G0.01 FOR ABBREVIATIONS, SYMBOLS AND GENERAL PROJECT NOTES. B. FOR TYPICAL ROOF ASSEMBLIES REFER TO A8 SERIES. C. ROOF COLOR TO BE SELECTED BY ARCHITECT/ OWNER FROM MANUFACTURERS STANDARD SELECTION. (PM/PLPICKONE) D. FOR SINGLE PLY MEMBRANE ROOFS: 1. PROVIDE CONTINUOUS 36" WIDE WALKWAY PADS AT SERVICE SIDE OF ALL MECH EQUIPMENT AND AT ALL ROOF HATCHES, WITH 2" SEPARATION BETWEEN PADS. 2. UNLESS NOTED OTHERWISE BY MANUFACTURER. INSTALL ROOFING MEMBRANE SHEETS PARALLEL WITH SLOPE 3. PROVIDE TAPERED INSULATION CRICKETS AT HIGH SIDE OF ALL MECH UNITS, AND AT ALL MISCELLANEOUS ROOF PENETRATIONS, BOXED VENTS, ETC. TO INSURE POSITIVE ROOF DRAINAGE. 4. ALL CRICKETS SHALL BE 112" PER FT MIN SLOPE TO DRAIN. ROOF PLAN SHOWS CRICKETS AND TAPERED INSULATION N.T.S. FOR GRAPHIC PURPOSESTOSHOW SLOPE AND LOCATION. VERIFY INSULATION OR FRAMING REQUIRED TO MAINTAIN SLOPE, PRIOR TO INSTALLATION. E. ALL VALLEYS SHALL HAVE AMIN. OF 3/8": 12"SLOPEU.N.O. F. ALL EXPOSED METAL FLASHING/ TRIM PIECES SHALL BE PREFINISHED GALVANIZED STEEL, U.N.O. PAINT EXPOSED METAU FLASHING/TRIM AND MISCELLANEOUS. STEEL PIECES THAT ARE NOT PREFINISHED,. COLOR PER EXTERIOR ELEVATIONS. G. PROVIDE PENETRATION FLASHING FOR ALL ROOFTOP EQUIPMENT, CONDUIT, AND PIPING. FLASHING AND STRIPPING MATERIALS, AUXILIARY MEMBRANES, INSULATION AND ROOFING ACCESSORIES SHOULD REFER TO ROOFING SYSTEM MANUFACTURER RECOMMENDATIONS FOR STRIPPING, FLASHING, INSULATION, ACCESSORY COMPATIBILITY ROOFING MEMBRANE SYSTEM H. M.E.P. ROOF EQUIPMENT SHOWN FOR REFERENCE AND COORDINATION ONLY REFER TO M.E.P. CONSTRUCTION DOCUMENTS FOR ROOFTOP EQUIPMENT SCOPE. REFER TO STRUCTURAL DRAWINGS FOR EQUIPMENT SUPPORT. I. REFER TO PLUMBING DRAWINGS FOR ROOF DRAIN LEADERS, DISCHARGE, AND/ OR CONNECTION TO STORM WATER SYSTEM. J. REFER TO DRAINAGE CALCULATIONS FOR GUTTER, D.S. SIZES AND PROFILES. CALCULATIONS BASED ON 100 YR. EVENT. K. ALL GUTTERS WHERE USED SHALL BE PREFINISHED, FULLY WELDED GALV. STEEL, SIZED PER DRAWINGS. TEST ALL GUTTERS AS SPECIFIED, COORDINATE WITH ARCHITECT. L. GUTTER HANGERS WHERE USED SHALL BE GALV. STL. BENT PLATE BRACKETS WITH 1" GALV SPACERS AT 36" O.C. MAX, STAGGER WITH EACH OTHER AT 18" O.C. PROVIDE PREFINISHED GUTTER EXPANSION JOINTS PER MANUFACTURER. M. LOCATE SCUPPERS WHERE USED PER EXTERIOR ELEVATIONS COORDINATE WITH MASONRY COURSING AS REQUIRED. N. MIN. 2K NOMINAL P.T. WOOD BLOCKING AT ROOF EDGES, RIDGES, ETC. PROVIDE BLOCKING PER DETAIL DIMENSIONS. REF ROOFING MANUFACTURER. RECOMMENDATIONS. O. STRUCTURAL SLOPES FOR GENERAL CONCEPT ONLY. EXACT T.O.S./B.O.D. ELEVATIONS PER STRUCTURAL DRAWINGS WHERE ROOF SLOPE EXCEEDS 1/2" PER FOOT. P. MAINTAIN MIN. 25 FT. CLEAR BETWEEN EXHAUST FANS,WASTE VENTS AND MAKE-UP AIR INTAKES. FIELD VERIFY AND COORDINATE WITH STEEL CONTRACTOR PRIOR TO SETTING UNITS. Q. SUPPLYAND RETURN TO MECHANICAL UNITSTO BE CLEAR OF OBSTRUCTION AT ALL -TIMES. R. PROVIDE CORROSION RESISTANT INSECT SCREEN ATALL VENTILATION. S. MAINTAIN MIN, 12" CLEAR BETWEEN ALL ROOF PENETRATIONS. T. PROTECTALL PENETRATIONS FROM WEATHER UNTIL RELATED SYSTEM ARE COMPLETELY INSTALLED. U. PROVIDE CURBS AND SUPPORTS FOR ROOF TOP MECH EQUIPMENT, INCLUDING BUT NOT LIMITED TO R.T.U.'S, CONDENSERS, AND FANS REFER STRUCTURAL AND M.E.P. DOCUMENTS. V. USE ROOF MANUFACTURERS STANDARD ROOF CURBS AND PENETRATION DETAILS FOR TYPICAL CONDITIONS. EQUIPMENT LOCATIONS, WEIGHT AND ADDITIONAL INFO PER M.E.P. DOCUMENTS. COORDINATE FINAL SIZE WITH M.E.P. CONTRACTOR. W. PROVIDE SUPPORTS AND FLASHING AT GAS PIPING PER DRAWINGS. X. MAINTAIN ROOF FIRE RATING PER DRAWINGS. Y. VENTING OF CONCEALED SPACES PER WALL SECTIONS AND DETAILS. Z. GENERAL NOTES ON THIS PAGE DO NOT EXCLUDE NOTES ELSEWHERE; THIS DOCUMENT SET IS COMPLEMENTARY. NOTES ON OTHER SHEETS MAY HAVE BEARING/ APPLICATION TO WORK SHOWN ON THIS SHEET. KEYNOTES: # NOTE 07.01 XXga, PRE -FINISHED (STEEL, ALUMINUM, PVC? PU PM TO SPECIFY) DOWNSPOUTS AND GUTTERS PER S.M.A.C.N.A. RECOMMENDATIONS, SIZED PER ROOF DRAINAGE CALCULATIONS; COLOR PER EXTERIOR ELEVATIONS ml I A JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206 324 4800 WWW JACKSONMAIN. COM PROGRESS SET NOT FOR CONSTRUCTION UJ 22145 ~ w J fn V AJ, BB, GH J RM w 00 �a�� LL U) O Na LL O z z � �/ V) -(y) F-� O U_co LU J J z rn UJ 0 z (n �5 0 Lu ?w LU LL C) of w0 z ` r7 00z Q a N LU CO UJ 22145 ~ w DH fn V AJ, BB, GH w RM 00 �a�� LL U) O z z � 0 cq U_ + LU J Q p CY UJ J <O 0 U) UJ O_ o LU LL Y LU ~ z m Z_ zU_ (7 a_ a0=J) PROJECT NO.: 22145 PROJECT MGR.: DH DRAWN BY: AJ, BB, GH CHECKEDBY: RM O H a U W 0 Q 2 W H Q D PROJECT NO.: 22145 PROJECT MGR.: DH DRAWN BY: AJ, BB, GH CHECKEDBY: RM ROOF PLAN - BUILDING A & OFFICE A2.11 JACKSON I MAIN ARCHITEC RE P.S.@= 1 A3.02 A4.01 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 I 140' 0" 20-44 10'-0" 5'-0" 10'-0" 10'-0" 5'-0" 15'A" 10'-0" 5'-0" 10'A" 10'A" 5'-0" I I I I I I os la I I I I I I I I I I I 07.01 07.01 I I I I I I II I I I I A4.02 _—_—_—_—_ t _ _—_ I _— —_�__—_—_—___ _—_— II I I I I I I I I I I 4 – – – – – – – – – – – – – F –7 RIGE– A3.02 I I I I I I I I I I I I I I I c Q I oz01 m.o1 A4.01 3 A3.02 PROJECT NORTH ROOF PLAN - BUILDING B c 22145 ~ J (D AJ, BB, GH c RM Q � 00ti /W V B -B O c o �' O H �0 �/1 VJ -(y) irf _ 5 R A4.02 0 ROOFAREA PIPE SIZING REQ. PIPE SIZING PROVIDED A 1557 SF 4" 4" B 3315 SF 4" 4" C 1087 SF 4" 4" D 1759 SF 4" 4" E 1571 SF 4" 4" F LF_E D OQ�i ROOF PLAN drainage diagram - BUILDING B I"= 494 KEY PLAN- B V/ I"= 1og-(r TUE PROJECT IJ'JRTI IlORTH WHEN USED SPECIFICATIONS TAKE PRECEDENCE TO ALL NOTES, U.N.O. A. REFERTOG0.01 FOR ABBREVIATIONS, SYMBOLS AND GENERAL PROJECT NOTES. B. FOR TYPICAL ROOF ASSEMBLIES REFER TO A8 SERIES. C. ROOF COLOR TO BE SELECTED BY ARCHITECT/ OWNER FROM MANUFACTURERS STANDARD SELECTION. (PM/PLPICKONE) D. FOR SINGLE PLY MEMBRANE ROOFS: 1. PROVIDE CONTINUOUS 36" WIDE WALKWAY PADS AT SERVICE SIDE OF ALL MECH EQUIPMENT AND AT ALL ROOF HATCHES, WITH 2" SEPARATION BETWEEN PADS. 2. UNLESS NOTED OTHERWISE BY MANUFACTURER. INSTALL ROOFING MEMBRANE SHEETS PARALLEL WITH SLOPE 3. PROVIDE TAPERED INSULATION CRICKETS AT HIGH SIDE OF ALL MECH UNITS, AND AT ALL MISCELLANEOUS ROOF PENETRATIONS, BOXED VENTS, ETC. TO INSURE POSITIVE ROOF DRAINAGE. 4. ALL CRICKETS SHALL BE 112" PER FT MIN SLOPE TO DRAIN. ROOF PLAN SHOWS CRICKETS AND TAPERED INSULATION N.T.S. FOR GRAPHIC PURPOSESTOSHOW SLOPE AND LOCATION. VERIFY INSULATION OR FRAMING REQUIRED TO MAINTAIN SLOPE, PRIOR TO INSTALLATION. E. ALL VALLEYS SHALL HAVE AMIN. OF 3/8": 12"SLOPEU.N.O. F. ALL EXPOSED METAL FLASHING/ TRIM PIECES SHALL BE PREFINISHED GALVANIZED STEEL, U.N.O. PAINT EXPOSED METAU FLASHING/TRIM AND MISCELLANEOUS. STEEL PIECES THAT ARE NOT PREFINISHED,. COLOR PER EXTERIOR ELEVATIONS. G. PROVIDE PENETRATION FLASHING FOR ALL ROOFTOP EQUIPMENT, CONDUIT, AND PIPING. FLASHING AND STRIPPING MATERIALS, AUXILIARY MEMBRANES, INSULATION AND ROOFING ACCESSORIES SHOULD REFER TO ROOFING SYSTEM MANUFACTURER RECOMMENDATIONS FOR STRIPPING, FLASHING, INSULATION, ACCESSORY COMPATIBILITY ROOFING MEMBRANE SYSTEM H. M.E.P. ROOF EQUIPMENT SHOWN FOR REFERENCE AND COORDINATION ONLY REFER TO M.E.P. CONSTRUCTION DOCUMENTS FOR ROOFTOP EQUIPMENT SCOPE. REFER TO STRUCTURAL DRAWINGS FOR EQUIPMENT SUPPORT. I. REFER TO PLUMBING DRAWINGS FOR ROOF DRAIN LEADERS, DISCHARGE, AND/ OR CONNECTION TO STORM WATER SYSTEM. J. REFER TO DRAINAGE CALCULATIONS FOR GUTTER, D.S. SIZES AND PROFILES. CALCULATIONS BASED ON 100 YR. EVENT. K. ALL GUTTERS WHERE USED SHALL BE PREFINISHED, FULLY WELDED GALV. STEEL, SIZED PER DRAWINGS. TEST ALL GUTTERS AS SPECIFIED, COORDINATE WITH ARCHITECT. L. GUTTER HANGERS WHERE USED SHALL BE GALV. STL. BENT PLATE BRACKETS WITH I" GALV SPACERS AT 36" O.C. MAX, STAGGER WITH EACH OTHER AT 18" O.C. PROVIDE PREFINISHED GUTTER EXPANSION JOINTS PER MANUFACTURER. M. LOCATE SCUPPERS WHERE USED PER EXTERIOR ELEVATIONS COORDINATE WITH MASONRY COURSING AS REQUIRED. N. MIN. 2u NOMINAL P.T. WOOD BLOCKING AT ROOF EDGES, RIDGES, ETC. PROVIDE BLOCKING PER DETAIL DIMENSIONS. REF ROOFING MANUFACTURER. RECOMMENDATIONS. O. STRUCTURAL SLOPES FOR GENERAL CONCEPT ONLY. EXACT T.O.S./B.O.D. ELEVATIONS PER STRUCTURAL DRAWINGS WHERE ROOF SLOPE EXCEEDS 1/2" PER FOOT. P. MAINTAIN MIN. 25 FT. CLEAR BETWEEN EXHAUST FANS,WASTE VENTS AND MAKE-UP AIR INTAKES. FIELD VERIFY AND COORDINATE WITH STEEL CONTRACTOR PRIOR TO SETTING UNITS. Q. SUPPLYAND RETURN TO MECHANICAL UNITSTO BE CLEAR OF OBSTRUCTION AT ALL -TIMES. R. PROVIDE CORROSION RESISTANT INSECT SCREEN ATALL VENTILATION. S. MAINTAIN MIN, 12" CLEAR BETWEEN ALL ROOF PENETRATIONS. T. PROTECTALL PENETRATIONS FROM WEATHER UNTIL RELATED SYSTEM ARE COMPLETELY INSTALLED. U. PROVIDE CURBS AND SUPPORTS FOR ROOF TOP MECH EQUIPMENT, INCLUDING BUT NOT LIMITED TO R.T.U.'S, CONDENSERS, AND FANS REFER STRUCTURAL AND M.E.P. DOCUMENTS. V. USE ROOF MANUFACTURERS STANDARD ROOF CURBS AND PENETRATION DETAILS FOR TYPICAL CONDITIONS. EQUIPMENT LOCATIONS, WEIGHT AND ADDITIONAL INFO PER M.E.P. DOCUMENTS. COORDINATE FINAL SIZE WITH M.E.P. CONTRACTOR. W. PROVIDE SUPPORTS AND FLASHING AT GAS PIPING PER DRAWINGS. X. MAINTAIN ROOF FIRE RATING PER DRAWINGS. Y. VENTING OF CONCEALED SPACES PER WALL SECTIONS AND DETAILS. Z. GENERAL NOTES ON THIS PAGE DO NOT EXCLUDE NOTES ELSEWHERE; THIS DOCUMENT SET IS COMPLEMENTARY. NOTES ON OTHER SHEETS MAY HAVE BEARING/ APPLICATION TO WORK SHOWN ON THIS SHEET. KEYNOTES: # NOTE 05.14 13 HR RATED FIRE WALL, S ABOVE ROOF PER PLANS 1 07.01 IXXga, PRE -FINISHED (STEEL, ALUMINUM, PVC? PU PM TO SPECIFY) 'NSPOUTS AND GUTTERS PER S.M.A.C.N.A. RECOMMENDATIONS, SIZED ROOF DRAINAGE CALCULATIONS; COLOR PER EXTERIOR ELEVATIONS wil A JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206 324 4800 WWW JACKSONMAIN. COM PROGRESS SET NOT FOR CONSTRUCTION U 22145 ~ J (D AJ, BB, GH J RM Q � 00ti /W V U� O o �' O H �0 �/1 VJ -(y) O LL co J z rn Lu 0 z (n �5 0 Lu ?w LULYLU C) of w0 z ` z °o (y) Q z Q N LU CO UJ 22145 ~ DH (D AJ, BB, GH w RM Q � 00ti U� O o �' H �0 LL + LU -j QO W U) W 0 0 LULYLU z ~ m Z_ z 0- (D 'If aU)=J) PROJECT NO.: 22145 PROJECT MGR.: DH DRAWN BY: AJ, BB, GH CHECKEDBY: RM O H a rc U W 0 Q 2 W H Q PROJECT NO.: 22145 PROJECT MGR.: DH DRAWN BY: AJ, BB, GH CHECKEDBY: RM ROOF PLAN - BUILDING B A2.12 JACKSON I MAIN ARCHITECTJRE P.S. ®'= 43.03 4 4(A4 01) 42 43 44 45 46 47 48 49 50 51 52 53 54 55 I 140'4" 20'4" 10'41 5b" 10'4" 10'-0" 5'-0.. 15'4" 10'4" 5'-0" 10'41 10'41 5b" GUTTER SLC / PE \ 05.14 \ I / I I I I I I I I I I I I I I I 15'-0" WHEN USED SPECIFICATIONS TAKE PRECEDENCE TO ALL NOTES, U.N.O. A. REFERTOG0.01 FOR ABBREVIATIONS, SYMBOLS AND GENERAL PROJECT NOTES. B. FOR TYPICAL ROOF ASSEMBLIES REFER TO A8 SERIES. C. ROOF COLOR TO BE SELECTED BY ARCHITECT/ OWNER FROM MANUFACTURERS STANDARD SELECTION. (PM/PLPICKONE) D. FOR SINGLE PLY MEMBRANE ROOFS: 1. PROVIDE CONTINUOUS 38" WIDE WALKWAY PADS AT SERVICE SIDE OF ALL MECH EQUIPMENT AND AT ALL ROOF HATCHES, WITH 2" SEPARATION BETWEEN PADS. 2. UNLESS NOTED OTHERWISE BY MANUFACTURER. INSTALL ROOFING MEMBRANE SHEETS PARALLEL WITH SLOPE 3. PROVIDE TAPERED INSULATION CRICKETS AT HIGH SIDE OF ALL MECH UNITS, AND AT ALL MISCELLANEOUS ROOF PENETRATIONS, BOXED VENTS, ETC. TO INSURE POSITIVE ROOF DRAINAGE. 4. ALL CRICKETS SHALL BE 112" PER FT MIN SLOPE TO DRAIN. ROOF PLAN SHOWS CRICKETS AND TAPERED INSULATION N.T.S. FOR GRAPHIC PURPOSESTOSHOW SLOPE AND LOCATION. VERIFY INSULATION OR FRAMING REQUIRED TO MAINTAIN SLOPE, PRIOR TO INSTALLATION. E. ALL VALLEYS SHALL HAVE AMIN. OF 3/8": 12"SLOPEU.N.O. F. ALL EXPOSED METAL FLASHING/ TRIM PIECES SHALL BE PREFINISHED GALVANIZED STEEL, U.N.O. PAINT EXPOSED METAU FLASHING/TRIM AND MISCELLANEOUS. STEEL PIECES THAT ARE NOT PREFINISHED,. COLOR PER EXTERIOR ELEVATIONS. G. PROVIDE PENETRATION FLASHING FOR ALL ROOFTOP EQUIPMENT, CONDUIT, AND PIPING. FLASHING AND STRIPPING MATERIALS, AUXILIARY MEMBRANES, INSULATION AND ROOFING ACCESSORIES SHOULD REFER TO ROOFING SYSTEM MANUFACTURER RECOMMENDATIONS FOR STRIPPING, FLASHING, INSULATION, ACCESSORY COMPATIBILITY ROOFING MEMBRANE SYSTEM H. M.E.P. ROOF EQUIPMENT SHOWN FOR REFERENCE AND COORDINATION ONLY REFER TO M.E.P. CONSTRUCTION DOCUMENTS FOR ROOFTOP EQUIPMENT SCOPE. REFER TO STRUCTURAL DRAWINGS FOR EQUIPMENT SUPPORT. I. REFER TO PLUMBING DRAWINGS FOR ROOF DRAIN LEADERS, DISCHARGE, AND/ OR CONNECTION TO STORM WATER SYSTEM. J. REFER TO DRAINAGE CALCULATIONS FOR GUTTER, D.S. SIZES AND PROFILES. CALCULATIONS BASED ON 100 YR. EVENT. K. ALL GUTTERS WHERE USED SHALL BE PREFINISHED, FULLY WELDED GALV. STEEL, SIZED PER DRAWINGS. TEST ALL GUTTERS AS SPECIFIED, COORDINATE WITH ARCHITECT. L. GUTTER HANGERS WHERE USED SHALL BE GALV. STL. BENT PLATE BRACKETS WITH I" GALV SPACERS AT 38" O.C. MAX, STAGGER WITH EACH OTHER AT 18" O.C. PROVIDE PREFINISHED GUTTER EXPANSION JOINTS PER MANUFACTURER. M. LOCATE SCUPPERS WHERE USED PER EXTERIOR ELEVATIONS COORDINATE WITH MASONRY COURSING AS REQUIRED. N. MIN. 2u NOMINAL P.T. WOOD BLOCKING AT ROOF EDGES, RIDGES, ETC. PROVIDE BLOCKING PER DETAIL DIMENSIONS. REF ROOFING MANUFACTURER. RECOMMENDATIONS. O. STRUCTURAL SLOPES FOR GENERAL CONCEPT ONLY. EXACT T.O.S./B.O.D. ELEVATIONS PER STRUCTURAL DRAWINGS WHERE ROOF SLOPE EXCEEDS 1/2" PER FOOT. P. MAINTAIN MIN. 25 FT. CLEAR BETWEEN EXHAUST FANS,WASTE VENTS AND MAKE-UP AIR INTAKES. FIELD VERIFY AND COORDINATE WITH STEEL CONTRACTOR PRIOR TO SETTING UNITS. Q. SUPPLYAND RETURN TO MECHANICAL UNITSTO BE CLEAR OF OBSTRUCTION AT ALL -TIMES. R. PROVIDE CORROSION RESISTANT INSECT SCREEN ATALL VENTILATION. S. MAINTAIN MIN, 12" CLEAR BETWEEN ALL ROOF PENETRATIONS. T. PROTECTALL PENETRATIONS FROM WEATHER UNTIL RELATED SYSTEM ARE COMPLETELY INSTALLED. U. PROVIDE CURBS AND SUPPORTS FOR ROOF TOP MECH EQUIPMENT, INCLUDING BUT NOT LIMITED TO R.T.U.'S, CONDENSERS, AND FANS REFER STRUCTURAL AND M.E.P. DOCUMENTS. V. USE ROOF MANUFACTURERS STANDARD ROOF CURBS AND PENETRATION DETAILS FOR TYPICAL CONDITIONS. EQUIPMENT LOCATIONS, WEIGHT AND ADDITIONAL INFO PER M.E.P. DOCUMENTS. COORDINATE FINAL SIZE WITH M.E.P. CONTRACTOR. W. PROVIDE SUPPORTS AND FLASHING AT GAS PIPING PER DRAWINGS. X. MAINTAIN ROOF FIRE RATING PER DRAWINGS. Y. VENTING OF CONCEALED SPACES PER WALL SECTIONS AND DETAILS. Z. GENERAL NOTES ON THIS PAGE DO NOT EXCLUDE NOTES ELSEWHERE; THIS DOCUMENT SET IS COMPLEMENTARY. NOTES ON OTHER SHEETS MAY HAVE BEARING/ APPLICATION TO WORK SHOWN ON THIS SHEET. c I c 4402 _ _ _ — — _ _ _ — _ + _ — _ _ — _ — _ _ _ — _ — _ — _ — _ — _ — _ — _ — _ — _ — _ — _ — _ — _ — _Q pInrF I I I as 4303 c a 43.03 I I I I I I I I I I I I I I I I i I I I I I I I q 0 I KEYNOTES: c c c c # NOTE N 05.14 3 HR RATED FIRE WALL, S ABOVE ROOF PER PLANS 07.01 XXga, PRE -FINISHED (STEEL, ALUMINUM, PVC? PU PM TO SPECIFY) DOWNSPOUTS AND GUTTERS PER S.M.A.C.N.A. RECOMMENDATIONS, SIZED – – – – – 7 – ------T – - 7 PER ROOF DRAINAGE CALCULATIONS; COLOR PER EXTERIOR ELEVATIONS I I I I I I I I I I I I o 07.01 07.01 SLOES I II 4 A 44.01 43.03 ROOF PLAN - BUILDING C 1/a° = r4^ PROJECT WORT ROOF PLAN draina "=4a-9" ROOFAREA PIPE SIZING REQ. PIPE SIZING PROVIDED A 2829 SF 4" 4" B 2288 SF 4" 4" C 2288 SF 4" 4" D 2629 SF 4" 4" F LF_E D O��i diagram - BUILDING C KEY PLAN- C V/ I"= 1o(y-0' TF E PROJECT WORT N UH ml I A JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206 324 4800 WWW JACKSONMAIN. COM PROGRESS SET NOT FOR CONSTRUCTION U 22145 ~ LuW J DRAWN BY: AJ, BB, GH J RM < Of eo I -- /W V U) U) O o O a V) �O � ) V � p O LL co J J z rn UJ O z (n �5 O Lu o W C) of WO z ` r7 L 00z ('� Q Q N W CO Lu 22145 ~ LuW DH DRAWN BY: AJ, BB, GH CHECKEDBY: RM < Of eo I -- U) U) O o a V) �O IL + w J Q p CY W J QO (n W 0 o W W z ~ m Z_ z 0- (D a_ aU)=U) PROJECT NO.: 22145 PROJECT MGR.: DH DRAWN BY: AJ, BB, GH CHECKEDBY: RM 0 a rc U w a O Z w a PROJECT NO.: 22145 PROJECT MGR.: DH DRAWN BY: AJ, BB, GH CHECKEDBY: RM ROOF PLAN - BUILDING C A2.13 JACKSON I MAIN ARCHITEC RE P.S.®'= 3 -- PROJECT NORTH 15'10 I I I I I I I I I I I I I o I I I I I I I I I I I I I I I I I I I I I I I I Q 0 I 07.01 05.14 07.01 I I I c I I I I I I I I I I u RIDGE I � � a I I I ! I I I I I I I I o I I I I I I I I I I I Q o I I i I I I I I I I I II I IGUTTER PES 07.01 1 T------ — — — — — — — — — 4--4--- ROOF --4— — ROOF PLAN - BUILDING D 1/8" = T -g' v ROOF PLAN draina v �J 1"=494 n r ROOFAREA PIPE SIZING REQ. PIPE SIZING PROVIDED A 4219 SF 4" 4" B 884 SF 4" 4" C 951 SF 4" 4" D 2815 SF 4" 4" E 1177 SF 4" 4" F 1852 SF 4" 4" O a O � � ) V � p O �I w J J z rn LU c z (n U) I Lu ?w LU u RIDGE I � � a I I I ! I I I I I I I I o I I I I I I I I I I I Q o I I i I I I I I I I I II I IGUTTER PES 07.01 1 T------ — — — — — — — — — 4--4--- ROOF --4— — ROOF PLAN - BUILDING D 1/8" = T -g' v ROOF PLAN draina v �J 1"=494 n r ROOFAREA PIPE SIZING REQ. PIPE SIZING PROVIDED A 4219 SF 4" 4" B 884 SF 4" 4" C 951 SF 4" 4" D 2815 SF 4" 4" E 1177 SF 4" 4" F 1852 SF 4" 4" diagram - BUILDING D F PA 40 F E D OL i KEY PLAN- D V/ I"= 1og-g' TUE PROJECT NORTH NORTH WHEN USED SPECIFICATIONS TAKE PRECEDENCE TO ALL NOTES, U.N.O. A. REFER TO G0.01 FOR ABBREVIATIONS, SYMBOLS AND GENERAL PROJECT NOTES. B. FOR TYPICAL ROOF ASSEMBLIES REFER TO A8 SERIES. C. ROOF COLOR TO BE SELECTED BY ARCHITECT/ OWNER FROM MANUFACTURERS STANDARD SELECTION. (PM/PLPICKONE) D. FOR SINGLE PLY MEMBRANE ROOFS: 1. PROVIDE CONTINUOUS 38" WIDE WALKWAY PADS AT SERVICE SIDE OF ALL MECH EQUIPMENT AND AT ALL ROOF HATCHES, WITH 2" SEPARATION BETWEEN PADS. 2. UNLESS NOTED OTHERWISE BY MANUFACTURER. INSTALL ROOFING MEMBRANE SHEETS PARALLEL WITH SLOPE 3. PROVIDE TAPERED INSULATION CRICKETS AT HIGH SIDE OF ALL MECH UNITS, AND AT ALL MISCELLANEOUS ROOF PENETRATIONS, BOXED VENTS, ETC. TO INSURE POSITIVE ROOF DRAINAGE. 4. ALL CRICKETS SHALL BE 112" PER FT MIN SLOPE TO DRAIN. ROOF PLAN SHOWS CRICKETS AND TAPERED INSULATION N.T.S. FOR GRAPHIC PURPOSESTOSHOW SLOPE AND LOCATION. VERIFY INSULATION OR FRAMING REQUIRED TO MAINTAIN SLOPE, PRIOR TO INSTALLATION. E. ALL VALLEYS SHALL HAVE AMIN. OF 3/8": 12"SLOPEU.N.O. F. ALL EXPOSED METAL FLASHING/ TRIM PIECES SHALL BE PREFINISHED GALVANIZED STEEL, U.N.O. PAINT EXPOSED METAU FLASHING/TRIM AND MISCELLANEOUS. STEEL PIECES THAT ARE NOT PREFINISHED,. COLOR PER EXTERIOR ELEVATIONS. G. PROVIDE PENETRATION FLASHING FOR ALL ROOFTOP EQUIPMENT, CONDUIT, AND PIPING. FLASHING AND STRIPPING MATERIALS, AUXILIARY MEMBRANES, INSULATION AND ROOFING ACCESSORIES SHOULD REFER TO ROOFING SYSTEM MANUFACTURER RECOMMENDATIONS FOR STRIPPING, FLASHING, INSULATION, ACCESSORY COMPATIBILITY ROOFING MEMBRANE SYSTEM H. M.E.P. ROOF EQUIPMENT SHOWN FOR REFERENCE AND COORDINATION ONLY REFER TO M.E.P. CONSTRUCTION DOCUMENTS FOR ROOFTOP EQUIPMENT SCOPE. REFER TO STRUCTURAL DRAWINGS FOR EQUIPMENT SUPPORT. I. REFER TO PLUMBING DRAWINGS FOR ROOF DRAIN LEADERS, DISCHARGE, AND/ OR CONNECTION TO STORM WATER SYSTEM. J. REFER TO DRAINAGE CALCULATIONS FOR GUTTER, D.S. SIZES AND PROFILES. CALCULATIONS BASED ON 100 YR. EVENT. K. ALL GUTTERS WHERE USED SHALL BE PREFINISHED, FULLY WELDED GALV. STEEL, SIZED PER DRAWINGS. TEST ALL GUTTERS AS SPECIFIED, COORDINATE WITH ARCHITECT. L. GUTTER HANGERS WHERE USED SHALL BE GALV. STL. BENT PLATE BRACKETS WITH 1" GALV SPACERS AT 38" O.C. MAX, STAGGER WITH EACH OTHER AT 18" O.C. PROVIDE PREFINISHED GUTTER EXPANSION JOINTS PER MANUFACTURER. M. LOCATE SCUPPERS WHERE USED PER EXTERIOR ELEVATIONS COORDINATE WITH MASONRY COURSING AS REQUIRED. N. MIN. 2u NOMINAL P.T. WOOD BLOCKING AT ROOF EDGES, RIDGES, ETC. PROVIDE BLOCKING PER DETAIL DIMENSIONS. REF ROOFING MANUFACTURER. RECOMMENDATIONS. O. STRUCTURAL SLOPES FOR GENERAL CONCEPT ONLY. EXACT T.O.S./B.O.D. ELEVATIONS PER STRUCTURAL DRAWINGS WHERE ROOF SLOPE EXCEEDS 1/2" PER FOOT. P. MAINTAIN MIN. 25 FT. CLEAR BETWEEN EXHAUST FANS,WASTE VENTS AND MAKE-UP AIR INTAKES. FIELD VERIFY AND COORDINATE WITH STEEL CONTRACTOR PRIOR TO SETTING UNITS. Q. SUPPLYAND RETURN TO MECHANICAL UNITSTO BE CLEAR OF OBSTRUCTION AT ALL -TIMES. R. PROVIDE CORROSION RESISTANT INSECT SCREEN ATALL VENTILATION. S. MAINTAIN MIN, 12" CLEAR BETWEEN ALL ROOF PENETRATIONS. T. PROTECTALL PENETRATIONS FROM WEATHER UNTIL RELATED SYSTEM ARE COMPLETELY INSTALLED. U. PROVIDE CURBS AND SUPPORTS FOR ROOF TOP MECH EQUIPMENT, INCLUDING BUT NOT LIMITED TO R.T.U.'S, CONDENSERS, AND FANS REFER STRUCTURAL AND M.E.P. DOCUMENTS. V. USE ROOF MANUFACTURERS STANDARD ROOF CURBS AND PENETRATION DETAILS FOR TYPICAL CONDITIONS. EQUIPMENT LOCATIONS, WEIGHT AND ADDITIONAL INFO PER M.E.P. DOCUMENTS. COORDINATE FINAL SIZE WITH M.E.P. CONTRACTOR. W. PROVIDE SUPPORTS AND FLASHING AT GAS PIPING PER DRAWINGS. X. MAINTAIN ROOF FIRE RATING PER DRAWINGS. Y. VENTING OF CONCEALED SPACES PER WALL SECTIONS AND DETAILS. Z. GENERAL NOTES ON THIS PAGE DO NOT EXCLUDE NOTES ELSEWHERE; THIS DOCUMENT SET IS COMPLEMENTARY. NOTES ON OTHER SHEETS MAY HAVE BEARING/ APPLICATION TO WORK SHOWN ON THIS SHEET. KEYNOTES: # NOTE 05.14 13 HR RATED FIRE WALL, S ABOVE ROOF PER PLANS 1 07.01 IXXga, PRE -FINISHED (STEEL, ALUMINUM, PVC? PU PM TO SPECIFY) 'NSPOUTS AND GUTTERS PER S.M.A.C.N.A. RECOMMENDATIONS, SIZED ROOF DRAINAGE CALCULATIONS; COLOR PER EXTERIOR ELEVATIONS ml I A JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206 324 4800 WWW JACKSONMAIN. COM PROGRESS SET NOT FOR CONSTRUCTION LU 22145 ~ LuLu J DRAWN BY: AJ, BB, GH J RM < W Of00 I -- U) U) O L.I. O a � � ) V � p O LLco w J J z rn LU 0 z (n U) 0 Lu ?w LU LL C) of w0 z ` r7 L 00 ('7 Q z a N LU CO LU 22145 ~ LuLu DH DRAWN BY: AJ, BB, GH CHECKEDBY: RM < Of00 I -- U) U) O o a � 0 cq LL + w J Q p CY Lu J Q 0 (n Lu 0 0 LU LL Y LU z ~ m Z_ z0- (7 a_ a0=J) PROJECT NO.: 22145 PROJECT MGR.: DH DRAWN BY: AJ, BB, GH CHECKEDBY: RM a a U w 0 O Z w a PROJECT NO.: 22145 PROJECT MGR.: DH DRAWN BY: AJ, BB, GH CHECKEDBY: RM ROOF PLAN - BUILDING D A2.14 JACKSON I MAIN ARCHITECT) RE P.S. ®'= 1 A3.05 6 13 14 15 16 17 18 19 20 21 22 23 24 25 A401 26 27 14dA" 20'A" 10'A" 5'-0" y 10'-0" 10'A" y 5'A" 15'A" y 10'-0" 5'-0" 10'A" 10'A" 5'-0" I I I I I I I I I I I I I I I GUTTER 07.01 05.14 SLOPES 07.01 I I I I I I I I I I I I R I o I I I I I I I I I I I I R 0 I I I I I I I I I I I I I I o — — — — I R RIDGE 4 I I I I I I I I I I I I I I o q c o I - a I I I I I I I I I I I I I c I I I I I I I I I I I I I c I I I I I I I I I I I I WA1 I Q 0 I 67.61 01 I I I I I I I I I I I I I I A3.05 A4.01 m— ROOF PLAN - BUILDING E PROJECT NORTH F E D ROOF PLAN drainage diagram - BUILDING E (J�1 KEY PLAN- E I"= 494 V/ 1" = 1o(y-0" TRUE PROJECT NORTH N'JRTH WHEN USED SPECIFICATIONS TAKE PRECEDENCE TO ALL NOTES, U.N.O. A. REFER TO G0.01 FOR ABBREVIATIONS, SYMBOLS AND GENERAL PROJECT NOTES. B. FOR TYPICAL ROOF ASSEMBLIES REFER TO A8 SERIES. C. ROOF COLOR TO BE SELECTED BY ARCHITECT/ OWNER FROM MANUFACTURERS STANDARD SELECTION. (PM/PLPICKONE) D. FOR SINGLE PLY MEMBRANE ROOFS: 1. PROVIDE CONTINUOUS 36" WIDE WALKWAY PADS AT SERVICE SIDE OF ALL MECH EQUIPMENT AND AT ALL ROOF HATCHES, WITH 2" SEPARATION BETWEEN PADS. 2. UNLESS NOTED OTHERWISE BY MANUFACTURER. INSTALL ROOFING MEMBRANE SHEETS PARALLEL WITH SLOPE 3. PROVIDE TAPERED INSULATION CRICKETS AT HIGH SIDE OF ALL MECH UNITS, AND AT ALL MISCELLANEOUS ROOF PENETRATIONS, BOXED VENTS, ETC. TO INSURE POSITIVE ROOF DRAINAGE. 4. ALL CRICKETS SHALL BE 112" PER FT MIN SLOPE TO DRAIN. ROOF PLAN SHOWS CRICKETS AND TAPERED INSULATION N.T.S. FOR GRAPHIC PURPOSESTOSHOW SLOPE AND LOCATION. VERIFY INSULATION OR FRAMING REQUIRED TO MAINTAIN SLOPE, PRIOR TO INSTALLATION. E. ALL VALLEYS SHALL HAVE AMIN. OF 3/8": 12"SLOPEU.N.O. F. ALL EXPOSED METAL FLASHING/ TRIM PIECES SHALL BE PREFINISHED GALVANIZED STEEL, U.N.O. PAINT EXPOSED METAU FLASHING/TRIM AND MISCELLANEOUS. STEEL PIECES THAT ARE NOT PREFINISHED,. COLOR PER EXTERIOR ELEVATIONS. G. PROVIDE PENETRATION FLASHING FOR ALL ROOFTOP EQUIPMENT, CONDUIT, AND PIPING. FLASHING AND STRIPPING MATERIALS, AUXILIARY MEMBRANES, INSULATION AND ROOFING ACCESSORIES SHOULD REFER TO ROOFING SYSTEM MANUFACTURER RECOMMENDATIONS FOR STRIPPING, FLASHING, INSULATION, ACCESSORY COMPATIBILITY ROOFING MEMBRANE SYSTEM H. M.E.P. ROOF EQUIPMENT SHOWN FOR REFERENCE AND COORDINATION ONLY REFER TO M.E.P. CONSTRUCTION DOCUMENTS FOR ROOFTOP EQUIPMENT SCOPE. REFER TO STRUCTURAL DRAWINGS FOR EQUIPMENT SUPPORT. I. REFER TO PLUMBING DRAWINGS FOR ROOF DRAIN LEADERS, DISCHARGE, AND/ OR CONNECTION TO STORM WATER SYSTEM. J. REFER TO DRAINAGE CALCULATIONS FOR GUTTER, D.S. SIZES AND PROFILES. CALCULATIONS BASED ON 100 YR. EVENT. K. ALL GUTTERS WHERE USED SHALL BE PREFINISHED, FULLY WELDED GALV. STEEL, SIZED PER DRAWINGS. TEST ALL GUTTERS AS SPECIFIED, COORDINATE WITH ARCHITECT. L. GUTTER HANGERS WHERE USED SHALL BE GALV. STL. BENT PLATE BRACKETS WITH 1" GALV SPACERS AT 36" O.C. MAX, STAGGER WITH EACH OTHER AT 18" O.C. PROVIDE PREFINISHED GUTTER EXPANSION JOINTS PER MANUFACTURER. M. LOCATE SCUPPERS WHERE USED PER EXTERIOR ELEVATIONS COORDINATE WITH MASONRY COURSING AS REQUIRED. N. MIN. 2u NOMINAL P.T. WOOD BLOCKING AT ROOF EDGES, RIDGES, ETC. PROVIDE BLOCKING PER DETAIL DIMENSIONS. REF ROOFING MANUFACTURER. RECOMMENDATIONS. E-A O. STRUCTURAL SLOPES FOR GENERAL CONCEPT ONLY. EXACT T.O.S./B.O.D. ELEVATIONS PER STRUCTURAL DRAWINGS WHERE ROOF SLOPE EXCEEDS 1/2" PER FOOT. P. MAINTAIN MIN. 25 FT. CLEAR BETWEEN EXHAUST FANS,WASTE VENTS AND MAKE-UP AIR INTAKES. FIELD VERIFY AND COORDINATE WITH STEEL CONTRACTOR PRIOR TO SETTING UNITS. Q. SUPPLYAND RETURN TO MECHANICAL UNITSTO BE CLEAR OF OBSTRUCTION AT ALL -TIMES. E -B R. PROVIDE CORROSION RESISTANT INSECT SCREEN ATALL VENTILATION. S. MAINTAIN MIN, 12" CLEAR BETWEEN ALL ROOF PENETRATIONS. T. PROTECTALL PENETRATIONS FROM WEATHER UNTIL RELATED SYSTEM ARE COMPLETELY INSTALLED. U. PROVIDE CURBS AND SUPPORTS FOR ROOF TOP MECH EQUIPMENT, INCLUDING BUT NOT LIMITED TO R.T.U.'S, CONDENSERS, AND FANS REFER STRUCTURAL AND M.E.P. DOCUMENTS. E V. USE ROOF MANUFACTURERS STANDARD ROOF CURBS AND PENETRATION DETAILS FOR TYPICAL CONDITIONS. EQUIPMENT LOCATIONS, WEIGHT AND ADDITIONAL INFO PER M.E.P. DOCUMENTS. COORDINATE FINAL SIZE WITH M.E.P. CONTRACTOR. 2 W. PROVIDE SUPPORTS AND FLASHING AT GAS PIPING PER DRAWINGS. A4.02 X. MAINTAIN ROOF FIRE RATING PER DRAWINGS. Y. VENTING OF CONCEALED SPACES PER WALL SECTIONS AND DETAILS. Z. GENERAL NOTES ON THIS PAGE DO NOT EXCLUDE NOTES ELSEWHERE; THIS DOCUMENT SET IS COMPLEMENTARY. NOTES ON OTHER SHEETS MAY HAVE BEARING/ APPLICATION TO WORK SHOWN ON THIS SHEET. D OL J KEYNOTES: # NOTE 05.14 13 HR RATED FIRE WALL, S ABOVE ROOF PER PLANS 1 07.01 IXXga, PRE -FINISHED (STEEL, ALUMINUM, PVC? PU PM TO SPECIFY) 'NSPOUTS AND GUTTERS PER S.M.A.C.N.A. RECOMMENDATIONS, SIZED ROOF DRAINAGE CALCULATIONS; COLOR PER EXTERIOR ELEVATIONS ml I A JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206 324 4800 WWW JACKSONMAIN. COM PROGRESS SET NOT FOR CONSTRUCTION U 22145 H- Lu ROOFAREA PIPE SIZING REQ. PIPE SIZING PROVIDED fLUn AJ, BB, GH J A 1751 SF 4" 4" 1751 SF 3254 SF 1976 SF B 3254 SF 4" 4" �Q00 / L I_ U) C 1976 SF 4" 4" D 1982 SF 4" 4" O z E 3254 SF 4" 4" � F 1203 SF 4" 4" \ ti r 1203 SF 3254 SF 1982 SF F E D ROOF PLAN drainage diagram - BUILDING E (J�1 KEY PLAN- E I"= 494 V/ 1" = 1o(y-0" TRUE PROJECT NORTH N'JRTH WHEN USED SPECIFICATIONS TAKE PRECEDENCE TO ALL NOTES, U.N.O. A. REFER TO G0.01 FOR ABBREVIATIONS, SYMBOLS AND GENERAL PROJECT NOTES. B. FOR TYPICAL ROOF ASSEMBLIES REFER TO A8 SERIES. C. ROOF COLOR TO BE SELECTED BY ARCHITECT/ OWNER FROM MANUFACTURERS STANDARD SELECTION. (PM/PLPICKONE) D. FOR SINGLE PLY MEMBRANE ROOFS: 1. PROVIDE CONTINUOUS 36" WIDE WALKWAY PADS AT SERVICE SIDE OF ALL MECH EQUIPMENT AND AT ALL ROOF HATCHES, WITH 2" SEPARATION BETWEEN PADS. 2. UNLESS NOTED OTHERWISE BY MANUFACTURER. INSTALL ROOFING MEMBRANE SHEETS PARALLEL WITH SLOPE 3. PROVIDE TAPERED INSULATION CRICKETS AT HIGH SIDE OF ALL MECH UNITS, AND AT ALL MISCELLANEOUS ROOF PENETRATIONS, BOXED VENTS, ETC. TO INSURE POSITIVE ROOF DRAINAGE. 4. ALL CRICKETS SHALL BE 112" PER FT MIN SLOPE TO DRAIN. ROOF PLAN SHOWS CRICKETS AND TAPERED INSULATION N.T.S. FOR GRAPHIC PURPOSESTOSHOW SLOPE AND LOCATION. VERIFY INSULATION OR FRAMING REQUIRED TO MAINTAIN SLOPE, PRIOR TO INSTALLATION. E. ALL VALLEYS SHALL HAVE AMIN. OF 3/8": 12"SLOPEU.N.O. F. ALL EXPOSED METAL FLASHING/ TRIM PIECES SHALL BE PREFINISHED GALVANIZED STEEL, U.N.O. PAINT EXPOSED METAU FLASHING/TRIM AND MISCELLANEOUS. STEEL PIECES THAT ARE NOT PREFINISHED,. COLOR PER EXTERIOR ELEVATIONS. G. PROVIDE PENETRATION FLASHING FOR ALL ROOFTOP EQUIPMENT, CONDUIT, AND PIPING. FLASHING AND STRIPPING MATERIALS, AUXILIARY MEMBRANES, INSULATION AND ROOFING ACCESSORIES SHOULD REFER TO ROOFING SYSTEM MANUFACTURER RECOMMENDATIONS FOR STRIPPING, FLASHING, INSULATION, ACCESSORY COMPATIBILITY ROOFING MEMBRANE SYSTEM H. M.E.P. ROOF EQUIPMENT SHOWN FOR REFERENCE AND COORDINATION ONLY REFER TO M.E.P. CONSTRUCTION DOCUMENTS FOR ROOFTOP EQUIPMENT SCOPE. REFER TO STRUCTURAL DRAWINGS FOR EQUIPMENT SUPPORT. I. REFER TO PLUMBING DRAWINGS FOR ROOF DRAIN LEADERS, DISCHARGE, AND/ OR CONNECTION TO STORM WATER SYSTEM. J. REFER TO DRAINAGE CALCULATIONS FOR GUTTER, D.S. SIZES AND PROFILES. CALCULATIONS BASED ON 100 YR. EVENT. K. ALL GUTTERS WHERE USED SHALL BE PREFINISHED, FULLY WELDED GALV. STEEL, SIZED PER DRAWINGS. TEST ALL GUTTERS AS SPECIFIED, COORDINATE WITH ARCHITECT. L. GUTTER HANGERS WHERE USED SHALL BE GALV. STL. BENT PLATE BRACKETS WITH 1" GALV SPACERS AT 36" O.C. MAX, STAGGER WITH EACH OTHER AT 18" O.C. PROVIDE PREFINISHED GUTTER EXPANSION JOINTS PER MANUFACTURER. M. LOCATE SCUPPERS WHERE USED PER EXTERIOR ELEVATIONS COORDINATE WITH MASONRY COURSING AS REQUIRED. N. MIN. 2u NOMINAL P.T. WOOD BLOCKING AT ROOF EDGES, RIDGES, ETC. PROVIDE BLOCKING PER DETAIL DIMENSIONS. REF ROOFING MANUFACTURER. RECOMMENDATIONS. E-A O. STRUCTURAL SLOPES FOR GENERAL CONCEPT ONLY. EXACT T.O.S./B.O.D. ELEVATIONS PER STRUCTURAL DRAWINGS WHERE ROOF SLOPE EXCEEDS 1/2" PER FOOT. P. MAINTAIN MIN. 25 FT. CLEAR BETWEEN EXHAUST FANS,WASTE VENTS AND MAKE-UP AIR INTAKES. FIELD VERIFY AND COORDINATE WITH STEEL CONTRACTOR PRIOR TO SETTING UNITS. Q. SUPPLYAND RETURN TO MECHANICAL UNITSTO BE CLEAR OF OBSTRUCTION AT ALL -TIMES. E -B R. PROVIDE CORROSION RESISTANT INSECT SCREEN ATALL VENTILATION. S. MAINTAIN MIN, 12" CLEAR BETWEEN ALL ROOF PENETRATIONS. T. PROTECTALL PENETRATIONS FROM WEATHER UNTIL RELATED SYSTEM ARE COMPLETELY INSTALLED. U. PROVIDE CURBS AND SUPPORTS FOR ROOF TOP MECH EQUIPMENT, INCLUDING BUT NOT LIMITED TO R.T.U.'S, CONDENSERS, AND FANS REFER STRUCTURAL AND M.E.P. DOCUMENTS. E V. USE ROOF MANUFACTURERS STANDARD ROOF CURBS AND PENETRATION DETAILS FOR TYPICAL CONDITIONS. EQUIPMENT LOCATIONS, WEIGHT AND ADDITIONAL INFO PER M.E.P. DOCUMENTS. COORDINATE FINAL SIZE WITH M.E.P. CONTRACTOR. 2 W. PROVIDE SUPPORTS AND FLASHING AT GAS PIPING PER DRAWINGS. A4.02 X. MAINTAIN ROOF FIRE RATING PER DRAWINGS. Y. VENTING OF CONCEALED SPACES PER WALL SECTIONS AND DETAILS. Z. GENERAL NOTES ON THIS PAGE DO NOT EXCLUDE NOTES ELSEWHERE; THIS DOCUMENT SET IS COMPLEMENTARY. NOTES ON OTHER SHEETS MAY HAVE BEARING/ APPLICATION TO WORK SHOWN ON THIS SHEET. D OL J KEYNOTES: # NOTE 05.14 13 HR RATED FIRE WALL, S ABOVE ROOF PER PLANS 1 07.01 IXXga, PRE -FINISHED (STEEL, ALUMINUM, PVC? PU PM TO SPECIFY) 'NSPOUTS AND GUTTERS PER S.M.A.C.N.A. RECOMMENDATIONS, SIZED ROOF DRAINAGE CALCULATIONS; COLOR PER EXTERIOR ELEVATIONS ml I A JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206 324 4800 WWW JACKSONMAIN. COM PROGRESS SET NOT FOR CONSTRUCTION U 22145 H- Lu J fLUn AJ, BB, GH J RM uj I -- �Q00 / L I_ U) O z z � � ) V LL p O LLco w J J z rn Lu 0 z (n �5 0 Lu ?w LU LL C) of w0 z ` r7 L 00 ('7 Q z Q N w CO PROJECT NO.: 22145 H- Lu DH fLUn AJ, BB, GH Lu RM I -- �Q00 / L I_ U) z z � 0 cq LL + w J Q p CY Lu J O 0 (n Lu O 0 LU LL Y LU Z ~ m Z_ z 0- (D 'If aU)=J) PROJECT NO.: 22145 PROJECT MGR.: DH DRAWN BY: AJ, BB, GH CHECKEDBY: RM O a rc U W 0 O Z w 0 PROJECT NO.: 22145 PROJECT MGR.: DH DRAWN BY: AJ, BB, GH CHECKEDBY: RM ROOF PLAN - BUILDING E A2.15 JACKSON I MAIN ARCHITECTURE P.S. ®'= PROJECT NORTH 105'-0" 5'-0" 15'-0.1 10'41 5'-0" 10'4" 20 -4 - GUTTER SLOPES \ 05.14 07.01 I I I I I I I I I I I I I I I I I I I I N N I I I I I I — — RIDGE I I I I I I I I I -0306 I I I I I I I c c I I I I I I I I I I I I I I I I III I I I I I I I I I I I I I ozol I I I I I I 07.01 I I I I I I I I 7 A3.06 ROOF PLAN - BUILDING F A B C 884 SF 21935E 7995E ROOF AREA PIPE SIZING REQ. PIPE SIZING PROVIDED A 8845E 4" 4" B 2193SF 4" 4" C 799SF 4" 4" D 592SF 4" 4" E 1487 SF 4" 4" F 922 SF 4" 4" 922 SF , 1487 SF 11592 SF IN E ROOF PLAN drainage diagram - BUILDING G ,"=49-V F E D OL J 1 (J�1 KEY PLAN- F ��,"=,og-0" TRUE PROJECT NORTH N'JRTH WHEN USED SPECIFICATIONS TAKE PRECEDENCE TO ALL NOTES, U.N.O. A. REFER TO G0.01 FOR ABBREVIATIONS, SYMBOLS AND GENERAL PROJECT NOTES. B. FOR TYPICAL ROOF ASSEMBLIES REFER TO A8 SERIES. C. ROOF COLOR TO BE SELECTED BY ARCHITECT/ OWNER FROM MANUFACTURERS STANDARD SELECTION. (PM/PLPICKONE) D. FOR SINGLE PLY MEMBRANE ROOFS: 1. PROVIDE CONTINUOUS 36" WIDE WALKWAY PADS AT SERVICE SIDE OF ALL MECH EQUIPMENT AND AT ALL ROOF HATCHES, WITH 2" SEPARATION BETWEEN PADS. 2. UNLESS NOTED OTHERWISE BY MANUFACTURER. INSTALL ROOFING MEMBRANE SHEETS PARALLEL WITH SLOPE 3. PROVIDE TAPERED INSULATION CRICKETS AT HIGH SIDE OF ALL MECH UNITS, AND AT ALL MISCELLANEOUS ROOF PENETRATIONS, BOXED VENTS, ETC. TO INSURE POSITIVE ROOF DRAINAGE. 4. ALL CRICKETS SHALL BE 112" PER FT MIN SLOPE TO DRAIN. ROOF PLAN SHOWS CRICKETS AND TAPERED INSULATION N.T.S. FOR GRAPHIC PURPOSESTOSHOW SLOPE AND LOCATION. VERIFY INSULATION OR FRAMING REQUIRED TO MAINTAIN SLOPE, PRIOR TO INSTALLATION. E. ALL VALLEYS SHALL HAVE AMIN. OF 3/8": 12"SLOPEU.N.O. F. ALL EXPOSED METAL FLASHING/ TRIM PIECES SHALL BE PREFINISHED GALVANIZED STEEL, U.N.O. PAINT EXPOSED METAU FLASHING/TRIM AND MISCELLANEOUS. STEEL PIECES THAT ARE NOT PREFINISHED,. COLOR PER EXTERIOR ELEVATIONS. G. PROVIDE PENETRATION FLASHING FOR ALL ROOFTOP EQUIPMENT, CONDUIT, AND PIPING. FLASHING AND STRIPPING MATERIALS, AUXILIARY MEMBRANES, INSULATION AND ROOFING ACCESSORIES SHOULD REFER TO ROOFING SYSTEM MANUFACTURER RECOMMENDATIONS FOR STRIPPING, FLASHING, INSULATION, ACCESSORY COMPATIBILITY ROOFING MEMBRANE SYSTEM H. M.E.P. ROOF EQUIPMENT SHOWN FOR REFERENCE AND COORDINATION ONLY REFER TO M.E.P. CONSTRUCTION DOCUMENTS FOR ROOFTOP EQUIPMENT SCOPE. REFER TO STRUCTURAL DRAWINGS FOR EQUIPMENT SUPPORT. I. REFER TO PLUMBING DRAWINGS FOR ROOF DRAIN LEADERS, DISCHARGE, AND/ OR CONNECTION TO STORM WATER SYSTEM. J. REFER TO DRAINAGE CALCULATIONS FOR GUTTER, D.S. SIZES AND PROFILES. CALCULATIONS BASED ON 100 YR. EVENT. K. ALL GUTTERS WHERE USED SHALL BE PREFINISHED, FULLY WELDED GALV. STEEL, SIZED PER DRAWINGS. TEST ALL GUTTERS AS SPECIFIED, COORDINATE WITH ARCHITECT. L. GUTTER HANGERS WHERE USED SHALL BE GALV. STL. BENT PLATE BRACKETS WITH I" GALV SPACERS AT 36" O.C. MAX, STAGGER WITH EACH OTHER AT 18" O.C. PROVIDE PREFINISHED GUTTER EXPANSION JOINTS PER MANUFACTURER. M. LOCATE SCUPPERS WHERE USED PER EXTERIOR ELEVATIONS COORDINATE WITH MASONRY COURSING AS REQUIRED. N. MIN. 2u NOMINAL P.T. WOOD BLOCKING AT ROOF EDGES, RIDGES, ETC. PROVIDE BLOCKING PER DETAIL DIMENSIONS. REF ROOFING MANUFACTURER. RECOMMENDATIONS. O. STRUCTURAL SLOPES FOR GENERAL CONCEPT ONLY. EXACT T.O.S./B.O.D. ELEVATIONS PER STRUCTURAL DRAWINGS WHERE ROOF SLOPE EXCEEDS 1/2" PER FOOT. P. MAINTAIN MIN. 25 FT. CLEAR BETWEEN EXHAUST FANS,WASTE VENTS AND MAKE-UP AIR INTAKES. FIELD VERIFY AND COORDINATE WITH STEEL CONTRACTOR PRIOR TO SETTING UNITS. Q. SUPPLYAND RETURN TO MECHANICAL UNITSTO BE CLEAR OF OBSTRUCTION AT ALL -TIMES. R. PROVIDE CORROSION RESISTANT INSECT SCREEN ATALL VENTILATION. S. MAINTAIN MIN, 12" CLEAR BETWEEN ALL ROOF PENETRATIONS. T. PROTECTALL PENETRATIONS FROM WEATHER UNTIL RELATED SYSTEM ARE COMPLETELY INSTALLED. U. PROVIDE CURBS AND SUPPORTS FOR ROOF TOP MECH EQUIPMENT, INCLUDING BUT NOT LIMITED TO R.T.U.'S, CONDENSERS, AND FANS REFER STRUCTURAL AND M.E.P. DOCUMENTS. V. USE ROOF MANUFACTURERS STANDARD ROOF CURBS AND PENETRATION DETAILS FOR TYPICAL CONDITIONS. EQUIPMENT LOCATIONS, WEIGHT AND ADDITIONAL INFO PER M.E.P. DOCUMENTS. COORDINATE FINAL SIZE WITH M.E.P. CONTRACTOR. W. PROVIDE SUPPORTS AND FLASHING AT GAS PIPING PER DRAWINGS. X. MAINTAIN ROOF FIRE RATING PER DRAWINGS. Y. VENTING OF CONCEALED SPACES PER WALL SECTIONS AND DETAILS. Z. GENERAL NOTES ON THIS PAGE DO NOT EXCLUDE NOTES ELSEWHERE; THIS DOCUMENT SET IS COMPLEMENTARY. NOTES ON OTHER SHEETS MAY HAVE BEARING/ APPLICATION TO WORK SHOWN ON THIS SHEET. KEYNOTES: # NOTE 05.14 13 HR RATED FIRE WALL, S ABOVE ROOF PER PLANS 1 07.01 IXXga, PRE -FINISHED (STEEL, ALUMINUM, PVC? PU PM TO SPECIFY) 'NSPOUTS AND GUTTERS PER S.M.A.C.N.A. RECOMMENDATIONS, SIZED ROOF DRAINAGE CALCULATIONS; COLOR PER EXTERIOR ELEVATIONS wl I A JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206 324 4800 WWW JACKSONMAIN. COM PROGRESS SET NOT FOR CONSTRUCTION W 22145 ~ W J (D AJ, BB, GH W RM a OfI-- 00 V/ U) rn O a 1— V) ) LL (-) O LLco ELI J J z rn W Oz QO U) (n O W ?W W LL C) of WO zo } z 00 � z a N W CO W 22145 ~ W DH (D AJ, BB, GH W RM a OfI-- 00 IY U) rn a O (7 LL + ELI J Q p CY W J QO O (n W � o W LL Y W z ~ m Z_ z0- (7 a_ a0=J) PROJECT NO.: 22145 PROJECT MGR.: DH DRAWN BY: AJ, BB, GH CHECKEDBY: RM 0 a rc U W 0 Q 2 w Q D PROJECT NO.: 22145 PROJECT MGR.: DH DRAWN BY: AJ, BB, GH CHECKEDBY: RM ROOF PLAN - BUILDING F A2.16 JACKSON I MAIN ARCHITECTURE RE. @= 78 77 A4 D, 76 75 74 72 I I I I I I NORTH ELEVATION - BLDG A A -F A-E A -D A402 -C A -B A -A I I I I I I EAST ELEVATION - BLDG A 72 74 75 76 A;o, 77 78 I I I I I ROOF n 10' - 0" V LEVEL 01 n SOUTH ELEVATION - BLDG A ,Ar = f -(r I NORTH ELEVATION - OFFICE Vir =,'-(r tv EAST ELEVATION - OFFICE OFFICE ROOF n 15.. 0" V LEVEL 01 n 0.-0" V OFFICE ROOF n 15'-0" V LEVEL 01 n 0.-01 SOUTH ELEVATION - OFFICE ,Ar = f -(r A -A A -B -C Aao2 A -D A-E A -F O- A4o, O -B O -C I I I I I I I WEST ELEVATION - BLDG A ROOF n 10'-0" V R N LEVEL 01 n 0.-0" V WEST ELEVATION - OFFICE OFFICE R00 15' - 0" LEVEL 01 n 0'-0" V n x n x PRODUCT MANUFACTURER COLOR PROFILE [$A PRODUCT: 1. CORRUGATED METAL SIDING 2. CMU DO COLOR: A. COOL PARCHMENT B. OLD TOWN GRAY C. TAHOEBLUE D. LIGHT FIR NA PROFILE/FINISH: 1. HR -36 2. SPLIT FACE 3. LONGBOARD DO MANUFACTURER: A. AEP SPAN B. MUTUALMATERIALS NOTE: ALL COLORS INDICATED ARE SUBJECT TO CHANGE KEYNOTES: # NOTE 109.14 GUTTER, PAINT TO MATCH DRIP EDGEITRIM ml I A JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206 324 4800 WWW JACKSONMAIN. COM PROGRESS SET NOT FOR CONSTRUCTION W LU W J (D J W Of 00 �a� LL U a 0 IY 0 �O V) - F-� c+) O LLco W J J Z rn W OZ Q U) ''^ V J O W ?LU W LL C) of WO Z } z 00 cy) Z m N CLUO CO W LU W (D W Of 00 �a� LL U 0 0 �O cq LL + W J Q p of W J Q O ''^ V J Lu r 0 W LL Y W ~ z m Z_ Z D_ CD a_ a0=J) [L PROJECT NO.: 22145 F E D p PROJECT MGR.: DH D DRAWN BY: AJ, BB, GH CH ECKED BY: RM KEY PLAN- A & OFFICE 1" = 100'-0" TRUE PROJECT NORTH NORTH EXTERIOR ELEVATIONS - BUILDING A & OFFICE A3.01 JACKWN I MAIN ARCHITECTURE P.S. @ = a a rc U W 0 z w a a [L PROJECT NO.: 22145 F E D p PROJECT MGR.: DH D DRAWN BY: AJ, BB, GH CH ECKED BY: RM KEY PLAN- A & OFFICE 1" = 100'-0" TRUE PROJECT NORTH NORTH EXTERIOR ELEVATIONS - BUILDING A & OFFICE A3.01 JACKWN I MAIN ARCHITECTURE P.S. @ = 71 70 69 68 67 66 65 64 A4A, 63 62 61 60 59 58 57 I I NORTH ELEVATION - BLDG B +Ar =+' -(r IN B-H -G B -F B-E B -D Aao2 B -C B -B B -A I EAST ELEVATION - BLDG B +/a° = r -m 57 58 59 60 61 62 63 A; D, 64 65 66 67 68 69 70 71 SOUTH ELEVATION - BLDG B J B -A B -B B -C Aao2 B -D B-E B -F B -G B-H I WEST ELEVATION - BLDG B +/a° = r -m R0� LEVEL 01 n ROOF n 10' - 0" v LEVEL O n x n x PRODUCT MANUFACTURER COLOR PROFILE [$A PRODUCT: 1. CORRUGATED METAL SIDING 2. CMU NOTE: ALL COLORS INDICATED ARE SUBJECT TO CHANGE LEVEL 01 n 0.-0" V KEYNOTES: # NOTE 05.14 3 HR RATED FIRE WALL, S ABOVE ROOF PER PLANS 09.14 IGUTTER, PAINT TO MATCH DRIP EDGE/TRIM R0� 10'-0" LEVEL 01 n ml I A JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206 324 4800 WWW JACKSONMAIN. COM PROGRESS SET NOT FOR CONSTRUCTION U DO COLOR: LU LU A. COOL PARCHMENT B. OLD TOWN GRAY a� C. TAHOE BLUE 00� D. LIGHT FIR U NA PROFILE/FINISH: 1. HR -36 � 2. SPLIT FACE Z 3. LONGBOARD R V) -cy) F_� O DCI MANUFACTURER: J A. AEP SPAN rn B. MUTUAL MATERIALS NOTE: ALL COLORS INDICATED ARE SUBJECT TO CHANGE LEVEL 01 n 0.-0" V KEYNOTES: # NOTE 05.14 3 HR RATED FIRE WALL, S ABOVE ROOF PER PLANS 09.14 IGUTTER, PAINT TO MATCH DRIP EDGE/TRIM R0� 10'-0" LEVEL 01 n ml I A JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206 324 4800 WWW JACKSONMAIN. COM PROGRESS SET NOT FOR CONSTRUCTION U LU LU J (D J a� uj Of 00� U a 0 iY �' � 0 Z Z �0 V) -cy) F_� O LLco w J J Z rn W Oz Q U) ''^ V J 0 Lu 0 w LL C] CY w0 Zo } z 00 ` '' z a N w CCI W LU LU (D w a� Of 00� U 0 0 �' � Z Z �0 cq LL + w J Q p CY W J Q O ''^ V J Lu ry 0 LU LL Y w z ~ m Z_ Z D_ CD CY a0=J) PROJECT NO.: 22145 F E D PROJECT MGR.: DH DRAWN BY: AJ, BB, GH CH ECKED BY: RM KEY PLAN- B 1" - 100.-0'. TRUE PROJECT NORT N'JRTH EXTERIOR ELEVATIONS - BUILDING B A3.02 JACKSON I MAIN ARCHITEC RE P.S.@= a a rc U W 0 z w a a PROJECT NO.: 22145 F E D PROJECT MGR.: DH DRAWN BY: AJ, BB, GH CH ECKED BY: RM KEY PLAN- B 1" - 100.-0'. TRUE PROJECT NORT N'JRTH EXTERIOR ELEVATIONS - BUILDING B A3.02 JACKSON I MAIN ARCHITEC RE P.S.@= r SHEET NOTES: e v m A. REFER TO G0.01 FOR ABBREVIATIONS, SYMBOLS AND GENERAL PROJECT NOTES. �I B. LOCATIONS OF DOORS AND WALLS PER PLAN. REFER TO SCHEDULES FOR ADDITIONAL N INFORMATION. C. COORDINATE ALL CONTROL JOINT LOCATIONS WITH ARCHITECT PRIOR TO INSTALL. v D. GALVANIZE EXPOSED EXTERIOR STEEL MEMBERS, SIZE PER STRUCTURAL TOUCH-UP 56 55 54 53 52 51 50 49 A; D, 48 47 46 45 44 43 42 WELD BURNS WITH GALVANIZING PAINT PRIOR TO APPLYING FINISH. E. PROVIDE CONTINUOUS SUBSILLS WITH END DAMS, WELDED JOINTS AT ALL ALUMINUM v`J FRAMING SYSTEMS. m F. AT JOINTS BETWEEN DISSIMILAR MATERIALS, PROVIDE CONTINUOUS MINIMUM 3/8" BACKER ROD AND SEALANT. G. SUBMIT ALL EXTERIOR MATERIAL SAMPLES IN SINGLE SUBMITTAL. MATERIALS c SUBMITTED SEPARATELY SHALL BE REJECTED. H. MAINTAIN CODE REQUIRED SEPARATION BETWEEN ALL EXHAUST DISCHARGES AND N1 A 1 A OPERABLE OPENINGS OR PROPERTY LINE. c 09.14 05.14 R2- w I. MAINTAIN CODE REQUIRED SEPARATION BETWEEN ALL EXHAUST DISCHARGES AND ' MECHANICAL INTAKES. o J. ALL EXTERIOR FINISHES SHALL TERMINATE AT AN INTERIOR CORNER U.N.O. K. COORDINATE WITH ARCHITECT, CONSULTANTS AS NECESSARY LOCATION AND r 0 HEIGHTS OF EXTERIOR LOUVERS, HORNS, LIGHT FIXTURES, FIRE ALARM DEVICES r ROS PRIOR WANE WITH a 10' - O" L. COORDINATE WITH MANUFACTURER ALL VERTICAL AND HORIZONTAL FIBER CEMENT y PANELS JOINTS OR BATTENS PER EXTERIOR ELEVATIONS. M. EXTERIOR SOFFITS FINISH IS TO MATCH FASCIA U.N.O. w R N. DAMPPROOFING TO BE TROWELED -ON U.N.O. IN SPECIFICATIONS. O. EXPOSED CONCRETE WALL, COLUMNS, AND BEAMS FINISH CARBORUNDUM-RUBBED AND PAINTED, COLOR SELECTED BY ARCHITECT. P. WITHIN MASONRY WALLS: LEVEL 01 1. EXTEND STEEL LINTELS MINIMUM 8" PAST EACH SIDE OF OPENING. PAINT ALL VEXPOSED SURFACES BLACK 2. PROJECT ROWLOCK/ SOLDIER BRICK ACCENT BANDS 5/8" FROM ADJACENT FINISH FACE OF FACADE. HB g _ g _ _ g _ 1 C 1 A 3. MASONRY WEEP HOLES AT 24" O.C., TYP. U.N.O. PER SPECIFICATIONS. Q. GENERAL NOTES LISTED ON THIS PAGE ARE NOT INTENDED TO BE AT THE EXCLUSION OF NOTES LISTED ELSEWHERE; THIS DOCUMENT SET IS MEANT TO BE NORTH ELEVATION - BLDG C COMPLEMENTARY, AND TNOTES LISTED HOWNO THIS SHEETS MAY HAVE A BEARING/APPLICATION TO WORK SHOWN ON THIS SHEET. JMr_10" C -H C -G C -F C -E C -D Aao2 C -C C -B C- 09.14 B X X 1 A 1 A R2- _ _ROOF n — 1 z 3 a s i 6 7 10' 0" r LAN1 LEVEL 01 n 01 .011V e� 17C 17A J MATERIAL LEGEND: EAST ELEVATION - BLDG C # X " X 2 1AI"=1'-0" PRODUCT MANUFACTURER COLOR PROFILE MA PRODUCT: 1. CORRUGATED METAL SIDING 2. CMU DO COLOR: 42 43 44 45 46 47 4 A4 )1 49 50 51 52 53 54 55 56 A. COOL PARCHMENT B. OLD TOWN GRAY 8 C. TAHOE BLUE D. LIGHT FIR NA PROFILE/FINISH: 1. HR -36 2. SPLIT FACE 09.14 1 1 1 17 1 A 1 A 3. LONGBOARD A 1 MANUFACT SPAN URER: AEP B. MUTUALMATERIALS ROS NOTE: ALL COLORS INDICATED ARE SUBJECT TO CHANGE I LEVEL KEYNOTES: # NOTE 1C1A SOUTH ELEVATION - BLDG C C -A C -B C -C Aa4oz C -D C -E C -F C -G C -H I I I I I I I I 09A4 1 A 1 A R2- - B X X 26.05 07.01 ROOF n 14 1 12 11 10 9 8 _ LEVEL 01 n -B-- 1C1A WEST ELEVATION - BLDG C Y 1� _ 1,-(r F E D IL FQ o KEY PLAN- C 1-1aa a N- p TRATE PROJECT N IJ'JRTI IJ'JRIH m ml I A 05.14 3 HR RATED FIRE WALL, 5' ABOVE ROOF PER PLANS 07.01 XXga, PRE -FINISHED (STEEL, JACKSON I MAIN A R C H I T E C T U R E all FIRST AVENUE SOUTH SEATTLE, WA 96104 t 206 22145 PROJECT MGR.: ALUMINUM, PVC? PU PM TO SPECIFY) DOWNSPOUTS AND GUTTERS PER S.M.A.C.N.A. RECOMMENDATIONS, SIZED PER ROOF DRAINAGE CALCULATIONS; COLOR PER EXTERIOR ELEVATIONS 09.14 GUTTER, PAINT TO MATCH DRIP EDGE/fRIM 26.05 EXTERIOR WALL MOUNTED LIGHT, REF ELEC. 324 4800 W W W JACKSONMAIN.CCM PROGRESS SET NOT FOR CONSTRUCTION U J J W C7 a F_� O LL co � J z rn W Oz (n � O W ?w C) of W ~ W W (DOf 00 LL- U) � p� � ZZ V) �O cq LL + W J Q p of W J QO U) W � o W LL Y w z m ~ Z_ Z 0- C7 'If 22145 PROJECT MGR.: DH DRAWN BY: AJ, BB, GH CH ECKED BY: RM O a � w0 7.o } Z 00 `''w z a NCD PROJECT NO.: 22145 PROJECT MGR.: DH DRAWN BY: AJ, BB, GH CH ECKED BY: RM O a U PROJECT NO.: 22145 PROJECT MGR.: DH DRAWN BY: AJ, BB, GH CH ECKED BY: RM O a U W O Z w a PROJECT NO.: 22145 PROJECT MGR.: DH DRAWN BY: AJ, BB, GH CH ECKED BY: RM EXTERIOR ELEVATIONS - BUILDING C A3.03 JACI(SON MAIN ARp11TEClURE RE. @= 41 40 39 38 37 36 35 34 33 nao, 32 31 30 29 28 I I I I I I I I I I I I I NORTH ELEVATION - BLDG D EAST ELEVATION - BLDG D ,,r=for D -L D- D -J D -I D -H A4A2 -G D -F D -E D -D D -C D -B D- I I I I I I I I I I I I I 28 29 30 31 32 A; D, 33 34 35 36 37 38 39 40 41 I R0� LEVEL 01 n 0.-0" V R0 10'-0" LEVEL 01 n 0. - 0.. V n x n x PRODUCT MANUFACTURER COLOR PROFILE [$A PRODUCT: 1. CORRUGATED METAL SIDING 2. CMU DO COLOR: A. COOL PARCHMENT B. OLD TOWN GRAY C. TAHOE BLUE D. LIGHT FIR NA PROFILE/FINISH: 1. HR -36 2. SPLIT FACE 3. LONGBOARD DO MANUFACTURER: A. AEP SPAN 00 B. MUTUAL MATERIALS V NOTE: ALL COLORS INDICATED ARE SUBJECT TO CHANGE WEST ELEVATION - BLDG D D -A D -B D -C D -D D -E D -FIG A; o2 D -H D -I D -J D -I D -L I I I I I I I I I I I I R0� LEVE0.L 01 n KEYNOTES: # NOTE 05.14 3 HR RATED FIRE WALL, S ABOVE ROOF PER PLANS 09.14 IGUTTER, PAINT TO MATCH DRIP EDGEITRIM ml I A JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206 324 4800 WWW JACKSONMAIN. COM PROGRESS SET NOT FOR CONSTRUCTION U LU LU J (D J W Of 00 C7 U a O D' �' � O Z Z I— �0 V) - F_� c+) O LLco w J J Z rn W Oz Q U) ''^ V J 0 Lu 0 w LL C) n - w0 Zo } Z 00 `y) z a N w CO W LU LU (D w Of 00 �a� LI. U O o �' � Z Z �0 cq LL + w J Q p of W J Q O ''^ V J Lu ry 0 LU LL Y w z ~ m Z_ z 0- cD a_ a0=J) PROJECT NO.: 22145 F E D PROJECT MGR.: DH FOI DRAWN BY: AJ, BB, GH CHECKEDBY: RM _L_F_ Ti KEY PLAN- D 1" - 100.-0'. TRUE PROJECT NORT N'JRTH EXTERIOR ELEVATIONS - BUILDING D A3.04 JACKSON I MAIN ARCHITEC RE P.S.@= a a rc U W 0 z w a a PROJECT NO.: 22145 F E D PROJECT MGR.: DH FOI DRAWN BY: AJ, BB, GH CHECKEDBY: RM _L_F_ Ti KEY PLAN- D 1" - 100.-0'. TRUE PROJECT NORT N'JRTH EXTERIOR ELEVATIONS - BUILDING D A3.04 JACKSON I MAIN ARCHITEC RE P.S.@= r SHEET NOTES: ISv m A. REFER TO G0.01 FOR ABBREVIATIONS, SYMBOLS AND GENERAL PROJECT NOTES. �I B. LOCATIONS OF DOORS AND WALLS PER PLAN. REFER TO SCHEDULES FOR ADDITIONAL N INFORMATION. C. COORDINATE ALL CONTROL JOINT LOCATIONS WITH ARCHITECT PRIOR TO INSTALL. 27 26 Aq p, 25 24 23 22 21 20 19 18 17 16 15 14 13 D. GALVANIZE EXPOSED EXTERIOR STEEL MEMBERS, SIZE PER STRUCTURAL TOUCH-UP 'G WELD BURNS WITH GALVANIZING PAINT PRIOR TO APPLYING FINISH. E. PROVIDE CONTINUOUS SUBSILLS WITH END DAMS, WELDED JOINTS AT ALL ALUMINUM v`J FRAMING SYSTEMS. m F. AT JOINTS BETWEEN DISSIMILAR MATERIALS, PROVIDE CONTINUOUS MINIMUM 3/8" BACKER ROD AND SEALANT. G. SUBMIT ALL EXTERIOR MATERIAL SAMPLES IN SINGLE SUBMITTAL. MATERIALS 5. SUBMITTED SEPARATELY SHALL BE REJECTED. m H. MAINTAIN CODE REQUIRED SEPARATION BETWEEN ALL EXHAUST DISCHARGES AND 09.14 05.14 R2- OPERABLE OPENINGS OR PROPERTY LINE. E I. MAINTAIN CODE REQUIRED SEPARATION BETWEEN ALL EXHAUST DISCHARGES AND MECHANICAL INTAKES. o J. ALL EXTERIOR FINISHES SHALL TERMINATE AT AN INTERIOR CORNER U.N.O. K. COORDINATE WITH ARCHITECT, CONSULTANTS AS NECESSARY LOCATION AND ROOF HEIGHTS OF EXTERIOR LOUVERS, HORNS, LIGHT FIXTURES, FIRE ALARM DEVICES o — — — — —PRIOR TO INSTALL. w 10� - Oil L. COORDINATE WITH MANUFACTURER ALL VERTICAL AND HORIZONTAL FIBER CEMENT m PANELS JOINTS OR BATTENS PER EXTERIOR ELEVATIONS. M. EXTERIOR SOFFITS FINISH IS TO MATCH FASCIA U.N.O. m N. DAMPPROOFING TO BE TROWELED -ON U.N.O. IN SPECIFICATIONS. O. EXPOSED CONCRETE WALL, COLUMNS, AND BEAMS FINISH CARBORUNDUM-RUBBED ti AND PAINTED, COLOR SELECTED BY ARCHITECT. P. WITHIN MASONRY WALLS: LEVEL 01 1. EXTEND STEEL LINTELS MINIMUM 8" PAST EACH SIDE OF OPENING. PAINT ALL 0 - 0" V EXPOSED SURFACES BLACK 2. PROJECT ROWLOCK/ SOLDIER BRICK ACCENT BANDS 5/8" FROM ADJACENT FINISH 1 C 1 A - B - - OB - B - FACE OF FACADE. 1 A 1 A 3. MASONRY WEEP HOLES AT 24" O.C., TYP. U.N.O. PER SPECIFICATIONS. Q. GENERAL NOTES LISTED ON THIS PAGE ARE NOT INTENDED TO BE AT THE EXCLUSION OF NOTES LISTED ELSEWHERE; THIS DOCUMENT SET IS MEANT TO BE NORTH ELEVATION - BLDG E COMPLEMENTARY, AND NOTES LISTED ON OTHER SHEETS MAY HAVE BEARING/APPLICATION TO WORK SHOWN ON THIS SHEET. J va = VI E -K E -J E -I E -H E -G E -F E -E E -D Aa o2 E -C I I I I I I I I I I I I I I I I 99.,0 95.14 Rz- 1 A 1 A II — — —— — —ROOF n 10'-00 1 2 3 4 5 8 7 8 9 LEVE MATERIAL LEGEND: 0-0. 1 C 1 A n x n x PRODUCT MANUFACTURER EAST ELEVATION - BLDG E COLOR PROFILE 2 111 V -a' [I PRODUCT: 1. CORRUGATED METAL SIDING 2. CMU DO COLOR: A. COOL PARCHMENT B. OLD TOWN GRAY C. TAHOE BLUE D. LIGHT FIR 13 14 15 16 17 18 19 20 21 22 23 24 25 A4A, 26 27 NA PROFILE/FINISH: 1. HR -36 2. SPLIT FACE 3. LONGBOARD I DO MANUFACTURER: 1 A 1 A A. AEP SPAN R2- - B X X 95.14 09,4 B. MUTUALMATERIALS NOTE: ALL COLORS INDICATED ARE SUBJECT TO CHANGE I R0 KEYNOTES: LEVEL 01 n # NOTE J 0' - 0" V 05.14 13HR RATED FIRE WALL, S ABOVE ROOF PER PLANS B B 09.14 GUTTER, PAINTTO MATCH DRIP EDGE/TRIM 1C1A SOUTH ELEVATION - BLDG E 3 ,i -„a' I R2- 1 A 1 A0914 I ROOF n &20 19 18 17 16 5 14 13 12 1 LEVEL 01_._& CC 1 01.01 WEST ELEVATION - BLDG E 4 Vir = V4 F D OL o KEY PLAN- E N p TRUE PROJECT N NORTH IJ'JRIH m DIM JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206 324 4800 WWW JACKSONMAIN. COM PROGRESS SET NOT FOR CONSTRUCTION U 22145 LU LU J (D AJ, BB, GH J RM uj Of 00 I` C7 U O o � O zz �0 U)p LL LLco w J J z rn W Oz Q U) '' ^ V) O Lu w LL C) of w0 zo } Z 00 `y) z N CLUO CO W 22145 LU LU DH (D AJ, BB, GH w RM Of 00 I` �<� LL U O o � zz �0 cq LL + w J Q p of W J Q 0 '' ^ V) LJ 00 W LL Y W U z0— cD 'Ifa0=U) PROJECT NO.: 22145 PROJECT MGR.: DH DRAWN BY: AJ, BB, GH CHECKEDBY: RM a a rc U W 0 Z w a PROJECT NO.: 22145 PROJECT MGR.: DH DRAWN BY: AJ, BB, GH CHECKEDBY: RM EXTERIOR ELEVATIONS - BUILDING E A3.05 JACKWN I MAIN ARCHII RE P.S. @ = 11 10 A4 D, TT 7 TT 4 3 2 1 NORTH ELEVATION - BLDG F F -K F -J F -I F -H F -G F -F F -E F -D A4 D2 F -C F -B F -A EAST ELEVATION - BLDG F 1 2 3 4 5 6 7 8 9 A4 D, 10 11 I I I I I I I I I I SOUTH ELEVATION - BLDG F F -A F -B F -C Aa o2 F -D F -E F -F F -G F -H F -I F -J F -K ROOF n 10' - 0" V LEVEL 01 n 0' - 0" _ ROOF n 10'-0" LEVEL 01 n ROOF n 10'-0" V LEVEL 0 0'-0" ROOF n 10'-0" V LEVEL 01 n 0'-0" F E D � OQ�i KEY PLAN- F 1^ =1oa-m TRUE PROJECT NORTH N'JRTH n x n x PRODUCT MANUFACTURER COLOR PROFILE [$A PRODUCT: 1. CORRUGATED METAL SIDING 2. CMU DO COLOR: A. COOL PARCHMENT B. OLD TOWN GRAY C. TAHOEBLUE D. LIGHT FIR NA PROFILE/FINISH: 1. HR -36 2. SPLIT FACE 3. LONGBOARD DO MANUFACTURER: A. AEP SPAN B. MUTUALMATERIALS NOTE: ALL COLORS INDICATED ARE SUBJECT TO CHANGE KEYNOTES: # NOTE 05.14 3 HR RATED FIRE WALL, S ABOVE ROOF PER PLANS 09.14 IGUTTER, PAINT TO MATCH DRIP EDGE/TRIM ml I A JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206 324 4800 WWW JACKSONMAIN. COM PROGRESS SET NOT FOR CONSTRUCTION U 22145 LU W J (D AJ, BB, GH J RM a� uj � 00 C7 U ry � O Z Z �O V) -cy) F_�o LLco W J J Z rn W Oz Q U) ''^ V J O Lu 0 W LL C] CY WO Zo } z 00 � Z a N W CCI W 22145 LU W DH (D AJ, BB, GH W RM a� � 00 � LL U � Z Z �O cq LL + W J Q p CY W J Q O ''^ V J Lu � 0 LU LL Y W z ~ m Z_ Z D_ CD CY a0=J) PROJECT NO.: 22145 PROJECT MGR.: DH DRAWN BY: AJ, BB, GH CHECKEDBY: RM a a rc U W 0 z w a PROJECT NO.: 22145 PROJECT MGR.: DH DRAWN BY: AJ, BB, GH CHECKEDBY: RM EXTERIOR ELEVATIONS - BUILDING F A3.06 JACKSON I MAIN ARCHITECTURE P.S. @ = ANYTIME SELF STORAGE 41 VICINITY MAP G ST TENTATIVE SITE PLAN HIGH BANKS RD & 52ND ST SPRINGFIELD, OR 97478 SURVEY NOTES EXISTING TOPOGRAPHIC AND BOUNDARY INFORMATION SHOWN HEREON PER SURVEY BY DOWL DATED 11/10/2022 BOUNDARY DATA: RECORD BOUNDARY FROM COUNTY SURVEY NO. 397069 TRANSLATED AND ROTATED BASED ON RECOVERED MONUMENTATION TO THE PROJECT COORDINATE SYSTEM DETAILED BELOW (OREGON STATE PLANE COORDINATE SYSTEM - SOUTH ZONE). BASIS OF BEARINGS: GRID NORTH BASED ON NAD 83(91) PROJECTED TO THE OREGON STATE PLANE COORDINATE SYSTEM - SOUTH ZONE. SURVEY MONUMENT PROTECTION: PROTECT AND PRESERVE, IN PLACE, ALL SURVEY MONUMENTS AND BENCHMARKS. DO NOT DISTURB, MOVE, OR RELOCATE MONUMENTS OR BENCHMARKS WITHOUT THE PRIOR REVIEWAND APPROVAL BYTHE AGENCY HAVING JURISDICTION OVER THE MONUMENT OR BENCHMARK. THE CONTRACTOR SHALL CONTRACT WITH A LICENSED SURVEYOR FOR MONUMENTS REQUIRING DISTURBANCE OR REMOVAL, AND THE SURVEYOR SHALL RESET THE MONUMENTS OR PROVIDE PERMANENT WITNESS MONUMENTS AND FILE THE REQUIRED DOCUMENTATION WITH THE AUTHORITY HAVING JURISDICTION, PURSUANT TO ALL APPLICABLE BUSINESS AND PROFESSIONAL CODES. STANDARD ABBREVIATIONS AC ASPHALTIC CONCRETE IE INVERT ELEVATION BLDG BUILDING INV INVERT BCR BEGIN CURB RETURN LA LANDSCAPE AREA BVC BEGIN VERTICAL CURVE NG NATURAL GRADE BW BOTTOM OF WALL PA PLANTER AREA CB CATCH BASIN PCC PORTLAND CEMENT NATURAL GAS: NORTHWEST NATURAL SITE AREA: CONCRETE C/L CENTERLINE U) U0 o P/L PROPERTY LINE CMU CONCRETE MASONRY UNIT LL r Lu ZQ 0 POC POINT OF CONNECTION CONC CONCRETE ur) (V LU CO PS PARKING STRIPE DW DRIVEWAY PVC POLYVINYLCHLORIDE ECR END CURB RETURN RW RIGHT OF WAY EG EXISTING GRADE SO STORM DRAIN EP EDGE OF PAVEMENT SG SUB -GRADE ELEVATION EVC END VERTICAL CURVE SS SANITARYSEWER FF FINISHED FLOOR TC TOP OF CURB, CONCRETE FG FINISHED GRADE TF TOP OF FOOTING FH FIRE HYDRANT W TG TOP OF GRATE FL FLOW LINE TW TOP OF WALL FS FINISHED SURFACE VC VERTICAL CURVE GB GRADE BREAK Q UTILITY PURVEYORS ELECTRICITY: SPRINGFIELD UTILITY BOARD 250 A ST Lu SPRINGFIELD, OR 97477 ARCHITECT: (541) 746-8451 SEWER: CITY OF SPRINGFIELD INFRASTRUCTURE OPERATIONS AND MAINTENANCE U� 201 S 18TH ST GEOTECHNICAL: SPRINGFIELD, OR 97477 (541) 726-3761 WATER: SPRINGFIELD UTILITY BOARD SURVEYOR: 250 A ST Cy) SPRINGFIELD, OR 97477 U) (541) 746-8451 NATURAL GAS: NORTHWEST NATURAL SITE AREA: 3087 BROADWAY ST NE 077 SALEM, OR 97303 PROJECT INFORMATION CLIENT: ANYTIME SELF STORAGE LLC 2538 NE DIVISION ST Lu BEND, OR 97703 ARCHITECT: JACKSON MAIN ARCHITECTURE 00 311 FIRST AVE SOUTH U� SEATTLE, WA 98104 GEOTECHNICAL: CARLSON TESTING INC. 89970 HWY 99 EUGENE, OR 97402 SURVEYOR: DOWL Cy) 963 SW SIMPSON #200 U) BEND, OR 97702 TAXLOT: 1702280000901 SITE AREA: 2.69 AC SHEET INDEX SHEET SHEET TITLE C-0.0 TITLE SHEET C-1.0 TENTATIVE EXISTING CONDITIONS AND DEMOLITION PLAN C-2.0 TENTATIVE CIVIL SITE &UTILITY PLAN C-3.0 TENTATIVE GRADING AND DRAINAGE PLAN wl I A JACKSON I MAIN ARCHITECTURE all FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324 4800 WWW JACKSONMAIN. COM Engineer of Record: U J J Lu ~ Lu (7 Lu � 00 LL�Q�/ U� � O or- I`` ^^ V)— LO Cy) LL U) CD J zrn fy ``w^ Lu 077 U) U0 o Y W CW>w Z LL r Lu ZQ 0 ` z 0) z Q ur) (V LU CO Lu ~ Lu fn V Lu � 00 �Q� LL U� � O or- Cn LO 0 LL + C7 J Q fy ``w^ VJ 00 Lu U) o Y W L Z LL r m z Z (7 U) PROGRESS SET NOT FOR CONSTRUCTION PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: YYXXX J. MITCHELL E.PASSEY J. LORD TITLE SHEET C-0.0 JACKSON I MAIN ARCHITECTURE P.S. 02022 0 r a rc U w O 2 W Q ❑ PROGRESS SET NOT FOR CONSTRUCTION PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: YYXXX J. MITCHELL E.PASSEY J. LORD TITLE SHEET C-0.0 JACKSON I MAIN ARCHITECTURE P.S. 02022 I L:88.18', R:190.98' u n E L:20.32', R: s r � TAXI -OT 1702280000700 T DEED 2019-038450 y I NOT IN PROJECT OHQ A 01 90 \. . ym9Tc_A 1T \ F � \ o 1 \ e 1-:41.60', R:190.98' \J L / L:40.84', R:190.98' 0 L58.24'. R:1 GENERAL NOTES: ALL EXISTING UTILITIES SHOWN ARE BASED ON THE BEST KNOWLEDGE AVAILABLE CONTRACTOR TO POTHOLE ALL POINTS OF CONNECTION AND VERIFY ALL CLEARANCES. MATERIAL DEPTH AND LOCATION SHALL BE IDENTIFIED BY CONTRACTOR. IF THERE ARE ANY DIFFERENCES FROM PLAN WITH ANY OF THESE ITEMS, ENGINEER OF RECORD SHALL BE NOTIFIED IMMEDIATELY. '❑ EXISTING DECIDUOUS TREES TO BE REMOVED (TYP.3) 2❑ EXISTING DECIDUOUS TREESTO REMAIN °❑ EXISTING GRAVEL ROAD TO BE REMOVED ^❑ EXISTING AC PAVEMENT TO BE REMOVED ❑' EXISTING VEGETATION TO BE REMOVED °❑ EXISTING SIGN TO BE REMOVED '❑ EXISTING LIGHTS TO BE REMOVED (TYP. 4) e❑ EXISTING AC PAVEMENT TO REMAIN e❑ EXISTING OVERHEAD POWER LINE TO BE RELOCATED 10 EXISTING POWER POLE TO BE RELOCATED EXISTING STREET LIGHT TO BE RELOCATED EXISTING SWALE TO BE REMOVED EXISTING HYDRANT TO REMAIN 1° EXISTING POWER POLE TO REMAIN EXISTING FENCE TO BE REMOVED TAXI -OT 1702280000500 DEED R2444/9857249 NOT IN PROJECT Ms_ OHP �� TAXI -OT 1702280000600 DEED R2444/9857250 NOT IN PROJECT U4 4,91- PRcl_FCT l'ROPFR\rY�\NFA/gq� r \\ C/ �^� . ...:OHP _ \ s1s\ L: 50. ROJECT PROPERTY TAXLOT 1702280000901 2.47 ACRES HEAVY INDUSTRIAL ZONE SOIL TYPES: CHAPMAN LOAM / CHEHALIS SILTY CLAY LOAM, / OCCASIONALLY FLOODED PRO F rP O FR�CINF \ \ TAXI -OT 17022800002500 \ DEED R289D/51679 \ NOT IN PROJECT EXISTING CONDITIONS AND DEMOLITION LEGEND W W EXISTING WATER LINE ss S.S EXISTING SANITARY SEWER LINE E EXISTING UNDERGROUND POWER — — — —OHP— — — —OHP— EXISTING OVERHEAD POWER So So EXISTING STORM DRAIN LINE G EXISTING GAS LINE T EXISTING COMMUNICATIONS LINE EXISTING BUILDING EXISTING FENCE — — — — — — — — — EXISTING EASEMENT ADJACENT PROPERTY LINE -- PROJECT PROPERTY LINE -------- 3690 -------- MAJOR CONTOUR (5' INTERVAL) —-- 3691 -------- MINOR CONTOUR (1' INTERVAL) EXISTING TREE EXISTING TREE TO BE REMOVED EXISTING AC PAVEMENT EXISTING AC PAVEMENT TO BE REMOVED EXISTING CONCRETE ° a a EXISTING CONCRETE TO BE REMOVED EXISTING CURB EXISTING CURB TO BE REMOVED EXISTING GRAVEL TO BE REMOVED EXISTING SWALE CENTERLINE NA a TAXLOT 1702280000500 DEED R2444/9857249 NOT IN PROJECT 10 \ OHP_ ., \O q b O DOgO _OHP _ _ OHP \\\ ^p6 \\ i \ \ _OHP \ \ l / C.38j64 \ \ I c \ \ I / \ -203 / CO \\ i N HORIZONTAL SCALE: 1"=30' 30 0 30 60 a wil A JACKSON I MAIN ARCHITECTURE all FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324 4800 WWW JACKSONMAIN. COM Engineer of Record: Lu (D LL 0 LL J Lu U) Lu z cy) F-�o U)� z (j1 Oz �0 > U (1 LU0 z 0 0) z (V m LU UJ Qf U) 00 I -- ,I. or -- 0) LO z O + (j 0 UJ Qof 00 IY ci C) J Y UJ Q m z Qf D_ U) 71\ �OHp\ \�\,� % \ \ 0 \gyp\ r OHP\ a Ciyp ppo -203 / CO \\ i N HORIZONTAL SCALE: 1"=30' 30 0 30 60 a wil A JACKSON I MAIN ARCHITECTURE all FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324 4800 WWW JACKSONMAIN. COM Engineer of Record: Lu (D LL 0 LL J Lu U) Lu z cy) F-�o U)� z (j1 Oz �0 > U (1 LU0 z 0 0) z (V m LU UJ Qf U) 00 I -- ,I. or -- 0) LO z O + (j 0 UJ Qof 00 IY ci C) J Y UJ Q m z Qf D_ U) PROGRESS SET NOT FOR CONSTRUCTION PROJECT NO.: YYXXX PROJECT MGR.: J. MITCHELL DRAWN BY: E. PASSEY CHECKED BY: J. LORD EXISTING CONDITIONS AND DEMOLITION PLAN C-1.0 JACKSON I MAIN ARCHITECTURE P.S. 02022 0 r a U w O z W a ❑ PROGRESS SET NOT FOR CONSTRUCTION PROJECT NO.: YYXXX PROJECT MGR.: J. MITCHELL DRAWN BY: E. PASSEY CHECKED BY: J. LORD EXISTING CONDITIONS AND DEMOLITION PLAN C-1.0 JACKSON I MAIN ARCHITECTURE P.S. 02022 T ` —OE 0\ Si o ` DoE 6 R L:88.18', R:190.98' c + 1-20.32', R:190.98'J W E1-:41.60', R:190.98' s �o 0 v 1-:40.84', R:190.98' \X� I L:58.24', R:190.98" TAXLOT 1702280000500 DEED R2444/9857249 NOT IN PROJECT �0 SZgo1gCS.f C 387.05, 6 \O ✓, 4 X�\XW \ BUILDING F \ PROPOSED STORAGE UNITS 6,937 SF 20.00, W GENERAL NOTES: 1. ALL EXISTING UTILITIES SHOWN ARE BASED ON THE BEST KNOWLEDGE AVAILABLE. CONTRACTOR TO POTHOLE ALL POINTS OF CONNECTION AND VERIFY ALL CLEARANCES. MATERIAL DEPTH AND LOCATION SHALL BE IDENTIFIED BY CONTRACTOR. IF THERE ARE ANY DIFFERENCES FROM PLAN WITH ANY OF THESE ITEMS, ENGINEER OF RECORD SHALL BE NOTIFIED IMMEDIATELY. 2. STREET LIGHTING TO BE DETERMINED BY CITY OF SPRINGFIELD STAFF DURING PIP APPROVAL. 3. SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR FURTHER DETAILS. CIVIL SITE & UTILITY PLAN LEGEND NO �4 ANG E 'OSED 3E UNITS 79 SF SITE CONSTRUCTION NOTES: TAXLOT 1702280000600 DEED R2444/9857250 NOT IN PROJECT ©� W pROj o N, u .v \\T P`RO\ryCl/vf e o \ \y ?\C, W \0 m .yQQ I r° W / Q W µ� W BUILDING D \ PROPOSED STORAGE UNITS / ro 11,902 SF PROJECT PROPERTY TAXLOT 1702280000901 \ 2.47 ACRES TAXLOT 17022800002500 DEED R289D/51679 NOT IN PROJECT O1 INSTALL AC PAVEMENT. OINSTALL PARKING STALL STRIPING (TYP.). SEE ARCHITECTURAL PLANS FOR DETAILS. O3 INSTALL FENCE. SEE ARCHITECTURAL PLANS FOR DETAILS. O4 INSTALL ACCESS GATE. SEE ARCHITECTURAL PLANS FOR DETAILS. OS CONSTRUCT ADA PARKING STALL AND ACCESS AISLE. O6 INSTALL LANDSCAPING. SEE LANDSCAPE PLANS FOR DETAILS. O7 CONSTRUCT TRASH ENCLOSURE. SEE ARCHITECTURAL PLANS FOR DETAILS. OINSTALL BIKE RACK AT OFFICE BUILDING. SEE ARCHITECTURAL PLANS TYPE AND NUMBER OF BIKE PARKING SPACES. OINSTALL STREET TREE. TREE SPECIES AND SPACING PER CITY OF SPRINGFIELD STANDARDS AND SPECIFICATIONS. 10 CONSTRUCT COMMERCIAL DRIVEWAY APRON PER CITY OF SPRINGFIELD STANDARDS AND SPECIFICATIONS. SANITARY SEWER CONSTRUCTION NOTES: sst INSTALL ±221 LF OF 8" GRAVITY SEWER MAIN PER CITY OF SPRINGFIELD STANDARDS AND SPECIFICATIONS. CONNECT TO EXISTING 8" GRAVITY SEWER MAIN IN THE HIGH BANKS ROAD/ 52ND STREET INTERSECTION. ss2 INSTALL STANDARD SEWER MANHOLE WITH STANDARD SEWER MANHOLE RING & COVER PER CITY OF SPRINGFIELD STANDARDS AND SPECIFICATIONS. sss SEWER POINT OF CONNECTION AT BUILDING. SEE MECHANICAL AND PLUMBING PLANS. cWcq INSTALL 4" GRAVITY SEWER SERVICE PER CITY OF SPRINGFIELD STANDARDS AND SPECIFICATIONS. WATER CONSTRUCTION NOTES: O INSTALL 1" COMMERCIAL WATER SERVICE LINE AND WATER METER PER SPRINGFIELD UTILITY BOARD STANDARDS AND SPECIFICATIONS. O INSTALL 6" FIRE HYDRANT LINE PER SPRINGFIELD UTILITY BOARD STANDARDS AND SPECIFICATIONS. O INSTALL PUBLIC FIRE HYDRANT PER SPRINGFIELD UTILITY BOARD STANDARDS AND SPECIFICATIONS. O INSTALL 1" RPBA (REDUCED PRESSURE BACKFLOW ASSEMBLY) PER SPRINGFIELD UTILITY BOARD AND OREGON PLUMBING SPECIALITYCODE. O WATER SERVICE POINT OF CONNECTION AT BUILDING. SEE PLUMBING AND MECHANICAL PLANS FOR DETAILS. O INSTALL FIRE SPRINKLER LINE AND DCDA PER SPRINGFIELD UTILITY BOARD STANDARDS AND SPECIFICATIONS. O INSTALL PRIVATE FIRE HYDRANT PER OREGON PLUMBING SPECIALTY CODE AND OREGON FIRE CODE. POWER CONSTRUCTION NOTES: pt INSTALL UNDERGROUND POWER SERVICE PER SPRINGFIELD UTILITY BOARD STANDARDS AND SPECIFICATIONS. P2 POWER METERS PER MECHANICAL PLANS. SEE MECHANICAL PLANS FOR POINT OF CONNECTION AT BUILDING. pS RELOCATE EXISTING OVERHEAD POWER LINE PER SPRINGFIELD UTILITY BOARD STANDARDS AND SPECIFICATIONS. pq PROPOSED STREET LIGHT. LIGHT TYPE AND SPACING PER CITY OF SPRINGFIELD STANDARDS AND SPECFICATIONS. L: 50.00' Q E Pa �m o �YaW W Q r o \W z.0, \v6q;R BUILDING C PROPOSED STORAGE UNITS 9,800 SF SITE PLAN NOTES FEMA ZONE AE (100 -YEAR FLOOD) FLOOD INSURANCE RATE MAP NUMBER: 4103901162 F EFFECTIVE DATE: JUNE 2, 1999 TAXLOT 1702280000500 DEED R2444/9857249 NOT IN PROJECT h/GyPs \OA �ROAO AO of o� V \ \O✓EOT m \ \W \ W pROpERTYCIryE S74°13'26"E /W BUILDING B PROPOSED STORAGE UNITS \ \ \ 9,330 SF \ TOTAL PARKING STALLS PROVIDED = 8 ACCESSIBLE PARKING STALLS PROVIDED = PROPERTY LINE -- - — — — — TOTAL PROPOSED LANDSCAPE AREA - EXISTING EASEMENT — — — TOTAL HARDSCAPE AREA = 34,530 SF (32.0%) TOTAL IMPERVIOUS AREA= SETBACK — vJ \ CENTERLINE Ln 0 LL + (D BUILDING QQf `0 V) 0 07 LL CONCRETE SIDEWALK CD ° zrn EXISTING CONCRETE SIDEWALK Lu OZ L q U m 0 Z AC PAVEMENT Cw C 0 EXISTING AC PAVEMENT Lu Z 0 6" CONCRETE CURB 00 c z Q ur) (V LU m STRIPING SANITARY SEWER MAIN ss ss s ss 4" SANITARY SEWER SERVICE 4" ss Q 48" SANITARY SEWER MANHOLE • SANITARY SEWER CLEANOUT OVERHEAD POWER LINE E cw 6" FIREWATER LINE cw -w t -w 1"WATER SERVICE t -w aRw 4" FIRE SPRINKLER LINE a z e GATEVALVE WATER METER } FIRE HYDRANT NO �4 ANG E 'OSED 3E UNITS 79 SF SITE CONSTRUCTION NOTES: TAXLOT 1702280000600 DEED R2444/9857250 NOT IN PROJECT ©� W pROj o N, u .v \\T P`RO\ryCl/vf e o \ \y ?\C, W \0 m .yQQ I r° W / Q W µ� W BUILDING D \ PROPOSED STORAGE UNITS / ro 11,902 SF PROJECT PROPERTY TAXLOT 1702280000901 \ 2.47 ACRES TAXLOT 17022800002500 DEED R289D/51679 NOT IN PROJECT O1 INSTALL AC PAVEMENT. OINSTALL PARKING STALL STRIPING (TYP.). SEE ARCHITECTURAL PLANS FOR DETAILS. O3 INSTALL FENCE. SEE ARCHITECTURAL PLANS FOR DETAILS. O4 INSTALL ACCESS GATE. SEE ARCHITECTURAL PLANS FOR DETAILS. OS CONSTRUCT ADA PARKING STALL AND ACCESS AISLE. O6 INSTALL LANDSCAPING. SEE LANDSCAPE PLANS FOR DETAILS. O7 CONSTRUCT TRASH ENCLOSURE. SEE ARCHITECTURAL PLANS FOR DETAILS. OINSTALL BIKE RACK AT OFFICE BUILDING. SEE ARCHITECTURAL PLANS TYPE AND NUMBER OF BIKE PARKING SPACES. OINSTALL STREET TREE. TREE SPECIES AND SPACING PER CITY OF SPRINGFIELD STANDARDS AND SPECIFICATIONS. 10 CONSTRUCT COMMERCIAL DRIVEWAY APRON PER CITY OF SPRINGFIELD STANDARDS AND SPECIFICATIONS. SANITARY SEWER CONSTRUCTION NOTES: sst INSTALL ±221 LF OF 8" GRAVITY SEWER MAIN PER CITY OF SPRINGFIELD STANDARDS AND SPECIFICATIONS. CONNECT TO EXISTING 8" GRAVITY SEWER MAIN IN THE HIGH BANKS ROAD/ 52ND STREET INTERSECTION. ss2 INSTALL STANDARD SEWER MANHOLE WITH STANDARD SEWER MANHOLE RING & COVER PER CITY OF SPRINGFIELD STANDARDS AND SPECIFICATIONS. sss SEWER POINT OF CONNECTION AT BUILDING. SEE MECHANICAL AND PLUMBING PLANS. cWcq INSTALL 4" GRAVITY SEWER SERVICE PER CITY OF SPRINGFIELD STANDARDS AND SPECIFICATIONS. WATER CONSTRUCTION NOTES: O INSTALL 1" COMMERCIAL WATER SERVICE LINE AND WATER METER PER SPRINGFIELD UTILITY BOARD STANDARDS AND SPECIFICATIONS. O INSTALL 6" FIRE HYDRANT LINE PER SPRINGFIELD UTILITY BOARD STANDARDS AND SPECIFICATIONS. O INSTALL PUBLIC FIRE HYDRANT PER SPRINGFIELD UTILITY BOARD STANDARDS AND SPECIFICATIONS. O INSTALL 1" RPBA (REDUCED PRESSURE BACKFLOW ASSEMBLY) PER SPRINGFIELD UTILITY BOARD AND OREGON PLUMBING SPECIALITYCODE. O WATER SERVICE POINT OF CONNECTION AT BUILDING. SEE PLUMBING AND MECHANICAL PLANS FOR DETAILS. O INSTALL FIRE SPRINKLER LINE AND DCDA PER SPRINGFIELD UTILITY BOARD STANDARDS AND SPECIFICATIONS. O INSTALL PRIVATE FIRE HYDRANT PER OREGON PLUMBING SPECIALTY CODE AND OREGON FIRE CODE. POWER CONSTRUCTION NOTES: pt INSTALL UNDERGROUND POWER SERVICE PER SPRINGFIELD UTILITY BOARD STANDARDS AND SPECIFICATIONS. P2 POWER METERS PER MECHANICAL PLANS. SEE MECHANICAL PLANS FOR POINT OF CONNECTION AT BUILDING. pS RELOCATE EXISTING OVERHEAD POWER LINE PER SPRINGFIELD UTILITY BOARD STANDARDS AND SPECIFICATIONS. pq PROPOSED STREET LIGHT. LIGHT TYPE AND SPACING PER CITY OF SPRINGFIELD STANDARDS AND SPECFICATIONS. L: 50.00' Q E Pa �m o �YaW W Q r o \W z.0, \v6q;R BUILDING C PROPOSED STORAGE UNITS 9,800 SF SITE PLAN NOTES FEMA ZONE AE (100 -YEAR FLOOD) FLOOD INSURANCE RATE MAP NUMBER: 4103901162 F EFFECTIVE DATE: JUNE 2, 1999 TAXLOT 1702280000500 DEED R2444/9857249 NOT IN PROJECT h/GyPs \OA �ROAO AO of o� V \ \O✓EOT m \ \W \ W pROpERTYCIryE S74°13'26"E /W BUILDING B PROPOSED STORAGE UNITS \ \ \ 9,330 SF \ TOTAL PARKING STALLS PROVIDED = 8 ACCESSIBLE PARKING STALLS PROVIDED = 1 TOTAL SITE AREA = 107,668 SF (2.47 AC) TOTAL PROPOSED LANDSCAPE AREA 17,266 SF (16.0%) BUILDING FOOTPRINT= 54,950 SF (51.0%) TOTAL HARDSCAPE AREA = 34,530 SF (32.0%) TOTAL IMPERVIOUS AREA= 89,480 SF(83.1%) y PROJECT PROPERTY LINE _Ohpl \OhP� m \ OhP W Lu J 6 \ 00 BUILDING A U) PROPOSED o STORAGE UNITS vJ \ 2,617 SF Ln 0 —o N L: //--L:203.32', R:5699.58' C yW4 0 of \ t O Y U m UO rn 0 N ;7� PoE 0 m vS17°48'• OCO/AfG L: ,�, 34.02' W 6 W SOO,S"_ 2L -50.0' 50.0' ROW COUNTY ROAD NO. 440 COUNTY ROAD NO.440 (WIDTH/LEGALITY TBD) I 2.0' 10.0' 81 10.0' PLANTER 10.0' SHV MULTI -USE PATH STRIP LANE WIDTH LANE WIDTH 5' SWALE 2.0% 2.0% -100' ROW ROAD SECTION ROW ROW rL 20.0' ROW COUNTY ROAD NO.440 10.0' 8 MULTI -USE PATH PLANTER - STRIP I- 5' SWALE -50.0' COUNTY ROAD NO. 440 (WIDTH/LEGALITY TBD) ROAD I[_L 10.0' I 10.0' LANE WIDTH� LANE WIDTH 2.0% 2.0% i n N a HORIZONTAL SCALE: 1"=30' 30 0 30 60 a wil A JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206 324 4800 WWW JACKSONMAIN. COM Engineer of Record: z Lu J Lu 00 uj U) ffJnn V o �O vJ LJ. Ln 0 LL + (D J Lu QQf `0 V) 0 07 LL U) CD J zrn W_ Lu OZ L q U m 0 Z >Lu Cw C 0 (Y Lu Z 0 ` z 00 c z Q ur) (V LU m z Lu fwn V Lu 00 �Q U) o �O vJ Ln 0 LL + (D J Lu QQf `` ^ VJ 0 0 Lu Qf (n o Y W_ L Z L q r m z Z c7 () z 0 U 0 O z w a -m a PROGRESS SET NOT FOR CONSTRUCTION PROJECT NO.: YYXXX PROJECT MGR.: J. MITCHELL DRAWN BY: E. PASSEY CHECKED BY: J. LORD CIVIL SITE & UTILITY PLAN C-2.0 JACKSON I MAIN ARCHITECTURE P.S. 02022 ` --- TAXLOT 1702280000500 n ------------- --- V DEED R2444/9857249 n NOT IN PROJECT n E c i v L 2 c BOE C. 197.37, W OE OE L:88.18', R:190.98' OE ' OE N D Jr �\ OE _ `\ 6 L L:20.32', R:190.98' - ° E on W ` �493 n L: 41.60', R:190.98' E i� vim491 . i 2�P�T k m\ BUILDING F / L:40.84', R:190.98' FEE: 493.00 9� / 6,937 SF N \ e �1 V� L 1 I i' 503 \ L/:58.24', R:190.98' A,- 2' 12, r- r r bTll., 1. Provide protection from al vencle hufic equipment stagn& \��%'`\ GRAVEL OF SPLASH BLOCK MN `\ /,CRAVING MEOIIIN%�\�j/�\ ETRNCTIIRAI Wi 6 Mo. Storm Flow/Volume cLu art WdUU Full length andwi3h fii 2A0.ns Post -Development a.Vl ofpunter 2a- minimum FILTER FABRIC MN CC��� Jai V TO 2-1/27 111 DRAIN ROCK 1.11 cls IF 6.27 cfs 1 35954 CF S. GmMng medium 3 Selbarhs_ a-12 mirulmen P9 ORRTlD PIPE TO RUN �Ir b. lmpod lopsarlaameMed native Eopsal Ari TO APPROVED THE LpJCIN OF PLANER SU8—Ci OR D1SCroW6E POINT applwred wabaprml Ener_ EYJ811NC sOIL 1. Provide protection from al vencle hufic equipment stagn& 6Crainrodc and fort traffic in proposed Infiltration areas prix M. durN, s.3ue. 3W to 2-12' diameferopen graded and after aarabucbon. D. Depth 12'Mdui 6 Mo. Storm Flow/Volume cLu art WdUU Full length andwi3h fii 2A0.ns Post -Development a.Vl ofpunter 2a- minimum 7-Drainm Ayar shall be separated from the gni medwn b.Depth of planter C minimum from top of growing by a geotextile l6Ler febdc Treto °veraow aatiar. 1.11 cls c Slow pe oFplaMer 0.5%% 0 Ins. 6.27 cfs 1 35954 CF S. GmMng medium 3 Selbarhs_ a-12 mirulmen a.lnfiltration planters must he l0'Trom fountlaflms b. lmpod lopsarlaameMed native Eopsal and T from property flnes. so b. FiRlaGon planters do mi require a wki with an 9.Vegetation'Falow land.pe plans olhervnse refer"" applwred wabaprml Ener_ kiss M SW MM Appenrbx F. Minimum cg Wner etre is 1 gallon. LL p of plardings per 1 Wsf of to Arty area: 4.0verflow. a IW Ground Covers- OR a. Daerflmvs are mirrmeci Man approuetl dschame b. W Ground Frners and 4 Small S Ia, OR part wirer using the ShWed McAhod c. 60 Ground Coveman d 12 Small Shmbs b. Oroflcws are rm required when sized is hAly 3676 jm1ftafe he flood of ewvd rind In. t0-Planterwalls. P .Irrpfrae Malhud- a-Makriel shall be afmre, bn<!r-ranrlete, wood, rr a Unimum Z freeband from uverlow elevation to c1hr duratle nala®l I. cirri 4eated yr L Rre tap M the planterwaii b. Walla shag be imluded On brdi pleas here ��► incorporated Ad luundatiprle IX other pemLlled 5 PipingMunni 3' pipe required for up M 1 500 sq If aE strucNres.. imperviws arra, otherwise a mia fiPlrg rnaMnal, slopes QJ ab IrWallalian shall not. ha Uri form PhvMirg Cafe. 11- Waterprmf Ilner {where requlnetlj' Shafl to 30 mIT WC rc LU m equivalent tz IreMll vrsaira pea gravel a mor rock M tmru-itiom fium inlet arsplash pad M growing coed. CITY OFFILTRATION PLANTER CAMrormle sew Nra EUGENE,OREGON W paAMa sR DEPARTMENT OF PUERAC V/ORN : TYPICAL DETAJLS vicva:eRiNc orvlsnx TAXLOT 1702280000600 DEED R2444/9857250 NOT IN PROJECT E \ \o N7go381.p` T 3361'V\_�.. pRp •\�� �.✓ o ✓fCT PROPd. \ 7' w�! E OE Oe \\— W _ Op W OE BUILDING E I �`I'\ '1' 40 / FEE : 493.00 13,479 SF ¢ O¢ Q' soa BUILDING ' FEE: 493.00 11,902 SF \ sD1 ¢93 �._ DA -1 soz 36 \ ���. S / SD3 \ \ \ soz ` `\ 50SDI \� 6 \ \ \ \\- TAXLOT 17022800002500 DEED R289D/51679 NOT IN PROJECT „00 O�c OE Of -,_S19°33'34"W�— OE � OE k BUILDING C FEE: 493.00 9,800 SF SD3 p✓FCT PRp` p e soz \ FRTV CINsD1 DRAINAGE CALCULATIONS: FEMA ZONE AE (100 -YEAR FLOOD) FLOOD INSURANCE RATE MAP NUMBER: 41039C1162 F EFFECTIVE DATE: JUNE 2, 1999 _ i HlGyi B \\\ \ SCCA &S &0Ap Off\ ----- OE - -. I W\ PRp✓eCT PROPI\ W493 �RTyCINF S74°13'26"E L: 5.91' BUILDING B FEE: 493.00 9,330 SF 1 Basin Total Area (SF) Basin IC (SF) Imperv. CN Pervious CN I Storm Event 6 Mo. Storm Flow/Volume 25 YR Storm Flow/Volume 100YR Storm Flow/Volume Post -Development DA -1 1 107,668 89,480 98 62 1.11 cls 5885 CF 6.27 cfs 1 35954 CF 6.85 cfs 1 39300 CF TAXLOT 1702280000500 DEED R2444/9857249 NOT IN PROJECT \ \ \ pMP \ \pHP\ \ pMP V \\W BUILDING A FEE: 493.00 2,617 SF W PROJECT PROPERTY LINE OFFICE FEE: 494.00 2,617 SF GENERAL NOTES: ALL STORMWATER SHALL REMAIN ONSITE, COLLECTED AND INFILTRATED IN CHAMBERS AS SHOWN. ALL GRADING SHOWN IS TENTATIVE AND SUBJECT TO CHANGE. CATCH SLOPES SHALL NOT EXCEED 2:1. STORM DRAIN CONSTRUCTION NOTES: INSTALL PRE-TREATMENT CATCH BASIN (TYPAO) PER OREGON PLUMBING SPECIALTY CODE. sot PRE-TREATMENT TO MEET OREGON DEC REOUIRMENTS FOR UNDERGROUND INJECTION CONTROL (U IC). soz INSTALL STORM DRAIN PIPE PER OREGON PLUMBING SPECIALTY CODE, SIZE TBD. soa INSTALL STORMTECH CHAMBERS MC -3500 (TYP. 84). soa INSTALL NDS TRENCH DRAIN. CONSTRUCT FILTRATION PLANTER WITH WATERPROOF LINER PER CITY OF SPRINGFIELD PUBLIC res WORKS DETAIL, THIS SHEET. 50% OF NON -BUILDING ROOFTOP SHALL BE PRE-TREATED BY THE FILTRATION PLANTER. roe INSTALL FILTER PLANTER OVERFLOW PIPE PER OREGON PLUMBING SPECIALTY CODE, SIZE TBD. GRADING AND DRAINAGE LEGEND -- LU LUVG/ PROJECT PROPERTY LINE J Lu ADJACENT PROPERTY LINE — — — — — — SETBACK Uj U) CONCRETE SIDEWALK _ o EXISTING CONCRETE SIDEWALK �O _ AC PAVEMENT LL Ln EXISTING AC PAVEMENT 0 FE 6" CONCRETE CURB So so STORM DRAIN LINE U) ■ TRAPPED CATCH BASIN LL U) STORMTECH CHAMBER J zrn DRAINAGE BASIN 3675 Oz PROPOSED MAJOR CONTOUR (5' INTERVAL) 3676 (q PROPOSED MINOR CONTOUR IT INTERVAL) -------- 3690 -------- (D MAJOR CONTOUR Is INTERVAL) -------- 3691 -------- MINOR CONTOUR (1' INTERVAL) () ��► FLOW DIRECTION N HORIZONTAI-SCALE 1"=30' E E 30 60 F1 A JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324 4800 WWW JACKSONMAIN. COM Engineer of Record: LU LU LUVG/ PROJECT MGR.: J Lu E.PASSEY CHECKED BY: J. LORD 00 Uj U) o r- �O LL Ln 0 0 FE (D LU Q fy LU U) 00 ('7 LL U) O J zrn LU LU Oz � C7 U) (q 0 W>LU (D () LU Do O ` z Do QJ Q Lo (V LU m LU LU LUVG/ PROJECT MGR.: fn Lu E.PASSEY CHECKED BY: J. LORD 00 L L U) o r- �O V) Ln 0 LL FE (D LU Q fy LU U) 00 UJ Of (n o Y LU H Z m � C7 } = Z z (D () PROGRESS SET NOT FOR CONSTRUCTION PROJECT NO.: YYXXX PROJECT MGR.: J. MITCHELL DRAWN BY: E.PASSEY CHECKED BY: J. LORD GRADING AND O a U W O 2 w a -M ❑ PROGRESS SET NOT FOR CONSTRUCTION PROJECT NO.: YYXXX PROJECT MGR.: J. MITCHELL DRAWN BY: E.PASSEY CHECKED BY: J. LORD GRADING AND DRAINAGE PLAN C-3.0 JACKSON I MAIN ARCHITECTURE P.S. 02022 41 i Y a D -Series Size 1 p"mbc, qpbp LED Wall Luminaire O. BAA RE MARK: E1 deseries Specifications Introduction Luminaire Back Box (BBW, E20WQ The D -Series Wall luminaire is a stylish, fully Width: 133/4" Weight 1216s Width: 133/4" BBW 5Has integrated LED solution for building -mount I%t➢em) o.4M„n4se,J Weight: Ic applications. It features a sleek, modern design Depth: 10" Depth: 4" E20WC 10 His psxand is carefully engineered to provide tong -lasting, t,, IVJSem) WeI f4s Height: 6-3/8" Hell 6-3/8" energy-efficient lighting with a variety of optical (162 en) nazm.a and control options for customized performance. D D W With an expected service life of over 20 years of pk nighttime use and up to 74% in energy savings IIIIII fir e C " over comparable 250W metal halide luminaires, AIB/t' einer the D -Series Wall is a reliable, low -maintenance �ndne(OEWonly) lighting solution that produces sites that are exceptionally illuminated. • EXAMPLE: DSXW1 LED 20C 100040K T3M MVOLT DDBTXD DSpAI LED DSAWILED IDL ICLER, 350 31 30K ADD RS )p.brat MVOLF Shippednduded Shppednstdled sone ( 530 so mA 40K DOCK 72M fidlfledium R0' (blacks R de,nu ne, PE prole ou,"ll,hulta'iam, enyl DL e 700 7XIA 50K goK 735 ,pe1115,c 208° Lz OM6 GIP dant ngweesoule1 oulfdefitture Dor ye Imp 1000 1000mA0A1' AMBPC Amher 13Mape 111 Medium 240' 880) f s t with c= I I,ordered p relit en$Ines)� phosphor phor T4M one l'M n 27Y l I kb N PIP 180 th hl ' tl9ht ris ht�r .1 I canaemd TFTM I ... rdlhmw 347H eund r0) PIRH dee notohnh- tlghtewrld barn ht't Mecum Ahow PIRIF(3V Motion/emblentonson8 5wobnNgheOht anniertonaterched,jure PIRHI83V Modnnumblemrcnme sun uornd,gbelThp am entaeest abled orf," E20WC EmGgerrybattcr ba,k pN,dudrsrvcmal nmfonentpntl ATir20mmpllam� Shipped Installed PP Shipped ratel' PP W V DDDKD Dedham. D95XD octal... LOW Tetwedwho SF Engler IVO 2 WeI'�'" BSW BID Jemnemspikd DBL%D Hlav; DDBI%O Tnwatl tladbmnee DSSi%D Tnwmtl sandsmnc DF Double may KII SO or LK!) V6 octalguard DNAOD Naval aluminum Dal Textured bloc IS House Idesheld OR DlMsedduplens Dol RAT, DNATXD Teadidnaralalurated SPD agree, amers,prie ,,- Width: 9" non-pixelated light source, creating a visually Weight: 9 has comfortable environment. The compact size of (without options) W D7- WDG E1, with its integrated emergency battery 11�I W Z backup option, makes it an ideal over -the -door } Z wall -mounted lighting solution. 0 Z . e Accessories NOTES etiereda.n F,p ea,am/ lmnaoa-snot avilablewtM1 PIR PIR. PIR15e3v orPlRm SC Jv. 0S,meaaold ELCw Coldweather(me)ratea NotcompaEblewlth 2 MVOLT diver operates o n any l' n e wltage from 120277V 5BeakeIt. conduc a nery opplce' Not wol,lax'th BBW moumng o pio,. os%!., xnosaa Aad nne as 3 sngla ruaa 6Fl raga race lzp, Z]Jor34J eonage opEon. Ooublafusa Not...labla wth fus gN .dr n347 orcap-low.glona gMrngmq o LDF)requ r es 20a 24n or 490 -loge :pion. Emergency cmp one d' back aus ng box hEmerg encs mode 4 Otyavalabl a wth 20CJ00mA orIDthrol Not -ill rvth PIN or IES flex locatedor, nodose spoken at Pus, I as nikN9SW9 9Ndnmemg4n PIRH. 9 Not avalable vith SPD. 9S%olool Wrdoesp Ines, 5 does It..hE...stalled Infxtae, c .... t ba Iddnscrok. Cannot be IDN .Cbl WC ,th E20 ord...d...... ennal 11 AI hl a asepamte accereo rd eve adem-a res information,. 6 Phot .... Dan (PEI regores 12020a 2A0, DJ or 347 voltage opEon. Nor 12N 161 with E20WC uanc ,, (PIR or PI Rim J Rea -o Sensor cable on page 3. '. L?NONl onn t,M Way Cutesy, brod Deal Ph. -. 180mssEav 17378) ath-P :om Dsxw'-LED _ L47MI75 G. ®2olamzalu'roande Cont ng, cot Auignn ane t.ea. man, leeto COMMERCIAL OUTDOOR Lithonia Lighting [ in ] ] - DSXW 1 LED 10C 350 40K T2M MVOLT Configuration 5in9 a Light Loss Factor 1 Lamp Qtwltity .hkstai lig Hen L 20 Cnentation 0 Wmens Per Lamp 14i Support Leni C Tilt 0 Wattage 13.3] DSXW1 LED 1 35046K 72A4 EAVOLT PROPERTI I HIGH RANI(' ROAD r.o..r.rr.T.. 1..1r ■ -0-H 0-90-H ■ - Max Cd: 72.5° H WDGE1 LED ISH 20145P1 Test Lab: �Nm'nar Architectural Wall Sconce WDGE1 LED all 27K 80CRI VF Descr iDD: r "tet t� D 271 BEERS, VESUAL COMFORT FORWARD OPTIC Buy American �RTURE MARK: E2MARK: E2 Lamp Output: Total luminaire Lumens: 1119.7, absolute photometry be ID put 6'lattage: Introduction Luminous Opening: The WAGE LED family is designed to meet Flax Cd: specifier's every wall -mounted lighting need in D2 a widely accepted shape that blends with any Specifications f architecture. The clean rectilinear design comes LED in four sizes with lumen packages ranging from Depth lot): 5.5' 1,200 to 25,000 lumens, providing true site -wide Depth (D21: 1.5' H solution. Height: e" WDG El delivers up to 2,000 lumens with a soft, Width: 9" non-pixelated light source, creating a visually Weight: 9 has comfortable environment. The compact size of (without options) W D7- WDG E1, with its integrated emergency battery 11�I W Z backup option, makes it an ideal over -the -door } Z wall -mounted lighting solution. 0 Z . e N mLU SURFACE E3 5"DIAMETERX 8.5" TALL, SURFACE MOUNTED DOWNLIGHT, WD6E1 LED 40) - - Imo 2,000 - - - - LUMINII SENSO LETO 115 12.5 WD6E2LED IDW low Sdndelone/nllgM Tao DUN WETSERIES 3,000 4,500 6,000 - CANOPY WD6E3LED 150) IOW 4andalone/rel 7,500 B,SW 10,000 12,300 - - AT GRADE PER PERFORMANCE IN PERFORLIGHT WDGE4LED Stondalone/nLght 12,000 16,00) 19 Cgon 20,000 22,000 25,300 MANUFACTURE • • - EXAMPLE: WDGE1 LED P2 40K 80CRI VF MVOLT SRM PE DDBXD WGEILED Pi 27K P00( 800) VF Iain met ..Edward ibm,; MWLL Shipped included P2 30K brand 900) VW Visual comfort ad, 3471 SRM Surface mounting b 3st 35K 35COK TCW ni CaropeCeringd h b cat dryadamn chatshe ol 40K 4000K Shipped separately 5OK' 50OCK AWS system aht 1 II tracer PDDW Surface or Lack a . Itch lett [i maul ar Lee 'star 9 than is no 1un Acn her vallable I� - III. HWH' Ell comerybNxp. Cenlned In (A Title 2C WELLS UP, CC ran) DOBAD Fartbmn.. I DDBTXD Teyiued dark bmnx PE' ves,11 Lure Type DBLXD 91zh NEED Turned black 05 Dal sea shim ormas 1 or of 2 light on nes,,eppce I me d1'II DNAXD 'natal almnn DNAiKD Reatimed or inal Chun mum DM6 0.IDVdimming wires F red outside forforre Tor use, r,anexternal ma l did adsepaatdyl Dol Ahte DWHGXD le,tLRd A, hlte BIG Barren undu art,,to fickany IRiCost of4eniry per:, DSSXD Sarctone I D59XD Fares accord, ADcess cc NOTES d d I"non,� 1 50K out era table In90(gRL 4 Pansiontlablewthes, WnGEAWSnnm.1 N'n6E3/ane AdA,,t,,I llSln (p fiyfinra; 2 Sal not avalable with 5 N q I6 dT rDLC Net E4wH, Ds or PE. ova table end, Ecou W06EIP96W bash cassava rennrd bad be, Inreyfineh) 3 E4wH not oallable wM, PE or Ds. '.L/TNON/A [pME4110 AL OUT000R One Li"nma Wy, C oxt �g 3012 PM1.. 1.8.101 Staw (J3J8) Inhons WDGEI LED /i/GH711VG 5DOR cul Ac to Bmndn L'getne, l n All gFnmaorved. RC,09/3121 Test s: ISH 20145P1 Test Lab: ACUITY BRANDS LIGHTING, DECATUR LAB Catalog: WDGE1 LED all 27K 80CRI VF Descr iDD: WDGEI LED W]TH P1- PERFORMANCE PACKAGE, 1269 1356 271 BEERS, VESUAL COMFORT FORWARD OPTIC Sones: WDGE1 LED Wall Mount Lamp Output: Total luminaire Lumens: 1119.7, absolute photometry be ID put 6'lattage: 7D.0002 Luminous Opening: Rectangle (L 3.24", W: 5J5") Flax Cd: 779.1 at Horizontal; 2.5°, Vemandli 42.5° Roadway (lass: VERY SHORT, TYPE II L/THONlA !/GHTlNG FIXTURE MARK: E3 WET RATED SURFACE MOUNT LED DOWNLIGHT �• senso by luminii is Leto 115 Wet Wet Rated Surface Mount LED Light. Leto 115 sa latgec I'ndetsurface mounted LCD des gnec as an alipurpose light lt' perfect for creat nge en rare thm gl ct/ouspaceal loutdSt ac[ng nm you design, S -Nd learor hosted lersesprever ttt eertryof waterttm-II Wrggrea er cowrie desgr options with Tside and ouls'de. Ordering Code FiMUre 688 1 Z 3 4 5 6 T 8 Product Specifications SAMpleflxr�.reaee- Age -a,p-2r-p.-Eo-pa-p2lopw,gro-,217- Idea -a. 1 -Madel 2-CRI/LED 3 -Optic 4 -CCT 5 -Lumen 6 -Accessory T -Body Color 668 em 1151TH A90 Aaumw90a CRI 610 tr' 25 2 OOK 07 (OR CL C L.. S.d,rl Isom or , 618 18" 27 2 OOK 10 1000 DL D'ffus yle,¢ 01 '.I to 52 v .F 630 30' 30 5C OK ]5 1500 01 Frank 53 M1 al fiQF 45' 35 3500K BO 20,0 08 a trek 54 - I<n 660 60' 40 C OK wa m2aoap¢gxd 55 F hr ck 65 - 6.,coK xx gx B r earn ;eaT � - V 8 afRe Colo 7 olWge 5 11 P/'�n,m STp t Dmilk NA LUTES N. ,rc I lI' lg5 BO -32p - DI Nllte 52 - Mocha LLS n_1J Vot Pvtocol i96 LUT2W 2game brpHae 'u 10) 277 dN 01 e3Uc 53 - chzrual DIM - Phase', 1'15 DMX sENsoa 397 s4N" 08 SINer 54 - Cemlea, ELOOLC � Fdol FDO -10 volt= nice EMG Fme�enq uMe/"a Ss irebdu DALI Da.IPmNmP' atm 'SMB Cammb' yes Lear Contml'a' XX ell Samea� some a� Project: no eoa,ax,eov Quanfity: _ type: Notes: rro." aE;.rem D= _ 1 Rev November 9, `.•-1 u1 4g �ro-r:u31---. iRbn.F. HIGH BANKS ROAD HIGHWAY 126 SITE PHOTOMETRICS PLAN - OVERALL - SHADED VIEW O �at1�7:7���IJ7 ,0.0 0.00.00.1,0.2,0.1 0.0,0.00.1 .0.1 .0.2 0.30.3,0.30.2,0.1 0.1 0.0 0.00.1,0.2 0.3 .0.3 0.3,0.3,0.3 0.3 0.3 0.3,0.3,0.3 ,0.0 ,0.0 ,0.0 ,0.0 0.1 0.3 0.5 0.4 0.1 0.1 0.1 0.3 0.5 0.9 1.0 1.0 0.6 0.3 0.1 0.0 0.0 0.1 0.3 0.6 1.0 1.1 0.9 0.7 0.7 0.9 1.1 1.0 O.fi 0. .0, 41.2 .6 .0 .0.0 .0 " 41. .1 ,0.1 .0 ,0. .1 .2 0.1 .0 ,0. .0 .3 0.1 .0 1 , .1 .5 0.1 .0 .1 , . BLDG F .7.0.1 .0 BLD3 E ,0. ,1.1 .8 ,0.1 .0 .9 , , .6 , .8 0.1 , .0 , .1 ,0. ,0. .3 5.5 37, 80.2 Q 13 PROPERTY LINE ..1 , .1 .4 1 2.8 2.4,0. 06 1.7 4. 6. ,7.0 ,0. 0. 1. 4 0.7 0. 1.2 2.1 ,28 29 2.6 2. .4 20 Oft 0.1 0.3 0.5 ,0.5 ROLE. 0.3 0.3 ,0.4 0.6 1.0 + R g s 7 a A ,0.2 0.2 0.1 0.1 0.1 0.1 , . ,0 .0 ,0 .1 ,0 .1 ,0 .1 0.1 ego 0.1 ego 0.1 ,0.1 r-1ea• 1° PROPERTY LINE 0.0,0.0,0.00.1 ,0. Z 0.30.30.3,0.3,0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0. 5 0.8 1.0 1.0 0.6 0.3 0.1 0.0 0.0 0 0.0 0.2 0. 0.9 1.9 1.4 0.8 0.3 0.1 .0,0.0 ,�.0 0. E2 0 2 .3 .3 0.3 D 0 PROPERTY LINE 40.1,0.00.00.0 0.1 0.2,0.30.30.3 0.30.3,0.30.30.30.3 4 0.1 0.0 0.0 0.1 ,0.2 0.5 4 3.4 3.1 ,4.9 T1 ,7.2 4.91 1. ,0. 0. l� 7 2.3 2.2 2.6 2.9 2.8 2.4 1.5 0.7 0.3 0. 0.1 0.2 0.8 5 O.fi 0.6 ,0.5 0.4 0.3 0.4 0.3 ,0.2 0.2 0.1 0.1 0.3 ,0.7 ETO 11 S s' `/ et C HIGHWAY 12ti ,0.00.00.0,0.1,0.2ell ,0.20.2,0.3 0.2 00.00.00.20.4,0.80.9,Ong 0.7 0.6,0.70.9,Ong 0.8 0.50.20.1,0.0TO. 0 0.0,0.00.0To. 0To. 0mo. 11.2 1.3,0.6,0.2 TOG 1.32.02.73.7+3.9 +4.2 +4.1 2.00.6,0.2 0.00.00.0,0.1,0.5 A91.81. 1.0,0.7,0 1.71.9 ,0.6,0.2,0.0,0.0,0.00.0,0.0ego 0.0,0.0,0.23.32.9,.8,0.2,.8,2.510.8,16.2,. , .5,0.1 T00++000 E2 E2 0.0 0.0 .0 6,4.2,.9 0.2,. , E 0.2,0.0 BLJG B O.o 0.0 .o BLD A .7+4.9 .9.0.. 4.8 • .3 OFFICE n e.s s.8 2.0 a2 0.0 t 0.0 0.0 .0 ,4. ,1.0 0.4 ,18. 44 s ,1.9 ,0.2 0.0 0.0 0.1 .3 3.01.1 2.85.319.2,. .71.6 ,0.1 �, " 7. , .5 1.0 0.1 ,0.1 0.1 0.1 0.1 0.1 ,0.1 0.1 0.1 0.1 0.1 ,0.1 0.1 ,0.1 0.1 0.1 ,0.1 0.1 ,0.1 0.1 0.1 SILTE -PHOTOMETRICS PLAN - OVERALL - CALCULATION POINTS O 4.6 4.0 ,.9,0.80 1.4 0., .2 0.1 3 0.2 0.1 Pi PROPERTY LINE KHA 5/9 FIXTURE MARK: E4 i I Pathway bollard ser es Fleturesconsist of Laud concede :120-277VF0/WHad 'integral driver. y e©° �cP -❑�L„ 0�MullinePPewder CleatPalrn9Proe5otimred Ne Dou oural iches availableAddfinshsuffxmals again Copper free ra3 and corrosion :art imento, tetalm Black assured, p,WILL per rcotay nL ,tepperfrerpredsonce.asaluminum housing and 96IAluminumnetal lc DgR ® u� top a0. vst (NICO) when no=r ping ipl ' CoppeHreeaumir am exwdedposs cuma Cocie becolorsects, RAm,ma(neyaee ,'orroslon-redstartAl51316 stainless steel post and top chadomedCCTgoerease spears RAlmlo0,and non- FINISHES ap Cralogepct,,f.. nur,p ulnduNogstatic sion, o¢ 0AN-96/hon y,ay/Iyealld Clear Wmtain eded an[I agiirk oarm skesupstantUffuser. �Ar'hC,nsLt Sol is al forcusmneold,andouost height ni sea CUnnes mteee external iinggaskel(s;. Archol borremOtlabelorboerds(ns ORinsss steel • BK-Bl/Blank 7s zaps ad stainless steel or rerecter day ad Sl to versiolefor most mos®app rations (stsnen steel 0GR94 Alud,sssEc/Mat. � 9998%( Puemamnumrm d [hhly60f PVD ns). •WH -67 Aluminum meal-:/Texwsd 9998%alum num poreee vain an re1L¢en. �']unmeets Bc}AmetanAct equremnants,/min OWH-87/Whret/TafiTextured pooreeific m, COS comb nee with,, optimized ARM. •RB-10/Iran run/Tc:wmd I-SENAe N, VIPH to extruded am salor9l FD ilk. , Regime ova 3NATypeVl'ghtdstrlbuton- Narinc Grade n'sh. - Suitable for Vatztodum applications. er 71 7 fflffm9l.. IM klffi IM Mp' _II _� nsa L �• �' 1comN =' _ - VIII Iascon - = I l� yIP ��y ❑� E. W "tprourn hex aDlemml l Scan here u P6 �snspel� ', 'i NeIR155-11 i for installation instructions KHA KHA 5 9 19W Max Wattage Ones Revision 04 11/22 Wmen Output 27K 3K 35K dK SK KhaS 11195 1182 1269 1356 1379 Khe9 1095 1182 1269 135fi 13]9 9"W X 8"H X 53"D LED W ALL SCONCE, DARK BRONZE, BD CRI, LL (n PI PACKAGE, VISUALCOMFORTWI DE(VWI, DIE-CAST LED Z rnJ E2 ALUMINUM HOUSING, IP66 RATING, HAS ZERO UPLIGHTAND 1120 LUMENS, WALL+ID'-0" LITHONIAWDGEI LED 10 > w SERIES QUALIFIES ASA NIGHTTI ME FRIENDLY PRODUCT COMISTENT 2700K 11�I W Z O } Z WITH GREEN GLOBES AND NEED CRITERIA 0 Z Q N mLU SURFACE E3 5"DIAMETERX 8.5" TALL, SURFACE MOUNTED DOWNLIGHT, 1000 LUMENS, MOUNT/ UNDER LUMINII SENSO LETO 115 12.5 DAMP LISTED, CLEAR LENS, ALUMINUM BODY 3500K LED WETSERIES CANOPY 36" TALL BOLLARD, COPIER -FREE DIE CAST ALUMINUM 1269 LUMENS 1269 LUMENS AT GRADE PER PERFORMANCE IN PERFORLIGHT E4 HOUSI NG AND CAP, WET LISTED, AWMINUM REFLECTOR, TYPEV 19 MANUFACTURE GANCEIN KHA 9 RI E5 LIGHT DISTRI BUTT ON, HOUSE 51 DE SHI ELDI M6 m HIGH BANKS ROAD HIGHWAY 126 SITE PHOTOMETRICS PLAN - OVERALL - SHADED VIEW O �at1�7:7���IJ7 ,0.0 0.00.00.1,0.2,0.1 0.0,0.00.1 .0.1 .0.2 0.30.3,0.30.2,0.1 0.1 0.0 0.00.1,0.2 0.3 .0.3 0.3,0.3,0.3 0.3 0.3 0.3,0.3,0.3 ,0.0 ,0.0 ,0.0 ,0.0 0.1 0.3 0.5 0.4 0.1 0.1 0.1 0.3 0.5 0.9 1.0 1.0 0.6 0.3 0.1 0.0 0.0 0.1 0.3 0.6 1.0 1.1 0.9 0.7 0.7 0.9 1.1 1.0 O.fi 0. .0, 41.2 .6 .0 .0.0 .0 " 41. .1 ,0.1 .0 ,0. .1 .2 0.1 .0 ,0. .0 .3 0.1 .0 1 , .1 .5 0.1 .0 .1 , . BLDG F .7.0.1 .0 BLD3 E ,0. ,1.1 .8 ,0.1 .0 .9 , , .6 , .8 0.1 , .0 , .1 ,0. ,0. .3 5.5 37, 80.2 Q 13 PROPERTY LINE ..1 , .1 .4 1 2.8 2.4,0. 06 1.7 4. 6. ,7.0 ,0. 0. 1. 4 0.7 0. 1.2 2.1 ,28 29 2.6 2. .4 20 Oft 0.1 0.3 0.5 ,0.5 ROLE. 0.3 0.3 ,0.4 0.6 1.0 + R g s 7 a A ,0.2 0.2 0.1 0.1 0.1 0.1 , . ,0 .0 ,0 .1 ,0 .1 ,0 .1 0.1 ego 0.1 ego 0.1 ,0.1 r-1ea• 1° PROPERTY LINE 0.0,0.0,0.00.1 ,0. Z 0.30.30.3,0.3,0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0. 5 0.8 1.0 1.0 0.6 0.3 0.1 0.0 0.0 0 0.0 0.2 0. 0.9 1.9 1.4 0.8 0.3 0.1 .0,0.0 ,�.0 0. E2 0 2 .3 .3 0.3 D 0 PROPERTY LINE 40.1,0.00.00.0 0.1 0.2,0.30.30.3 0.30.3,0.30.30.30.3 4 0.1 0.0 0.0 0.1 ,0.2 0.5 4 3.4 3.1 ,4.9 T1 ,7.2 4.91 1. ,0. 0. l� 7 2.3 2.2 2.6 2.9 2.8 2.4 1.5 0.7 0.3 0. 0.1 0.2 0.8 5 O.fi 0.6 ,0.5 0.4 0.3 0.4 0.3 ,0.2 0.2 0.1 0.1 0.3 ,0.7 ETO 11 S s' `/ et C HIGHWAY 12ti ,0.00.00.0,0.1,0.2ell ,0.20.2,0.3 0.2 00.00.00.20.4,0.80.9,Ong 0.7 0.6,0.70.9,Ong 0.8 0.50.20.1,0.0TO. 0 0.0,0.00.0To. 0To. 0mo. 11.2 1.3,0.6,0.2 TOG 1.32.02.73.7+3.9 +4.2 +4.1 2.00.6,0.2 0.00.00.0,0.1,0.5 A91.81. 1.0,0.7,0 1.71.9 ,0.6,0.2,0.0,0.0,0.00.0,0.0ego 0.0,0.0,0.23.32.9,.8,0.2,.8,2.510.8,16.2,. , .5,0.1 T00++000 E2 E2 0.0 0.0 .0 6,4.2,.9 0.2,. , E 0.2,0.0 BLJG B O.o 0.0 .o BLD A .7+4.9 .9.0.. 4.8 • .3 OFFICE n e.s s.8 2.0 a2 0.0 t 0.0 0.0 .0 ,4. ,1.0 0.4 ,18. 44 s ,1.9 ,0.2 0.0 0.0 0.1 .3 3.01.1 2.85.319.2,. .71.6 ,0.1 �, " 7. , .5 1.0 0.1 ,0.1 0.1 0.1 0.1 0.1 ,0.1 0.1 0.1 0.1 0.1 ,0.1 0.1 ,0.1 0.1 0.1 ,0.1 0.1 ,0.1 0.1 0.1 SILTE -PHOTOMETRICS PLAN - OVERALL - CALCULATION POINTS O 4.6 4.0 ,.9,0.80 1.4 0., .2 0.1 3 0.2 0.1 Pi PROPERTY LINE KHA 5/9 FIXTURE MARK: E4 i I Pathway bollard ser es Fleturesconsist of Laud concede :120-277VF0/WHad 'integral driver. y e©° �cP -❑�L„ 0�MullinePPewder CleatPalrn9Proe5otimred Ne Dou oural iches availableAddfinshsuffxmals again Copper free ra3 and corrosion :art imento, tetalm Black assured, p,WILL per rcotay nL ,tepperfrerpredsonce.asaluminum housing and 96IAluminumnetal lc DgR ® u� top a0. vst (NICO) when no=r ping ipl ' CoppeHreeaumir am exwdedposs cuma Cocie becolorsects, RAm,ma(neyaee ,'orroslon-redstartAl51316 stainless steel post and top chadomedCCTgoerease spears RAlmlo0,and non- FINISHES ap Cralogepct,,f.. nur,p ulnduNogstatic sion, o¢ 0AN-96/hon y,ay/Iyealld Clear Wmtain eded an[I agiirk oarm skesupstantUffuser. �Ar'hC,nsLt Sol is al forcusmneold,andouost height ni sea CUnnes mteee external iinggaskel(s;. Archol borremOtlabelorboerds(ns ORinsss steel • BK-Bl/Blank 7s zaps ad stainless steel or rerecter day ad Sl to versiolefor most mos®app rations (stsnen steel 0GR94 Alud,sssEc/Mat. � 9998%( Puemamnumrm d [hhly60f PVD ns). •WH -67 Aluminum meal-:/Texwsd 9998%alum num poreee vain an re1L¢en. �']unmeets Bc}AmetanAct equremnants,/min OWH-87/Whret/TafiTextured pooreeific m, COS comb nee with,, optimized ARM. •RB-10/Iran run/Tc:wmd I-SENAe N, VIPH to extruded am salor9l FD ilk. , Regime ova 3NATypeVl'ghtdstrlbuton- Narinc Grade n'sh. - Suitable for Vatztodum applications. er 71 7 fflffm9l.. IM klffi IM Mp' _II _� nsa L �• �' 1comN =' _ - VIII Iascon - = I l� yIP ��y ❑� E. W "tprourn hex aDlemml l Scan here u P6 �snspel� ', 'i NeIR155-11 i for installation instructions KHA KHA 5 9 19W Max Wattage Ones Revision 04 11/22 Wmen Output 27K 3K 35K dK SK KhaS 11195 1182 1269 1356 1379 Khe9 1095 1182 1269 135fi 13]9 SPRINGFIELD LIGHTING FIXTURE SCHEDULE OUTDOOR MAX 140)X6"8 X loo LED WALLPACK, PHOTO CELL,T3M IED ?.1 fc El DISTRIBUTION,2 ENGINES, DIE-CASTAWMIMUM HOUSING 4288 LUMENS, WALL+1D'-0" LITHONIA D -SERI ES SIZE I 35 O WITH ACRYLIC LENS, DAMP LISTED, DARK SKY COMPLIANT 4DOOK 9"W X 8"H X 53"D LED W ALL SCONCE, DARK BRONZE, BD CRI, LL (n PI PACKAGE, VISUALCOMFORTWI DE(VWI, DIE-CAST LED Z rnJ E2 ALUMINUM HOUSING, IP66 RATING, HAS ZERO UPLIGHTAND 1120 LUMENS, WALL+ID'-0" LITHONIAWDGEI LED 10 > w SERIES QUALIFIES ASA NIGHTTI ME FRIENDLY PRODUCT COMISTENT 2700K 11�I W Z O } Z WITH GREEN GLOBES AND NEED CRITERIA 0 Z Q N mLU SURFACE E3 5"DIAMETERX 8.5" TALL, SURFACE MOUNTED DOWNLIGHT, 1000 LUMENS, MOUNT/ UNDER LUMINII SENSO LETO 115 12.5 DAMP LISTED, CLEAR LENS, ALUMINUM BODY 3500K LED WETSERIES CANOPY 36" TALL BOLLARD, COPIER -FREE DIE CAST ALUMINUM 1269 LUMENS 1269 LUMENS AT GRADE PER PERFORMANCE IN PERFORLIGHT E4 HOUSI NG AND CAP, WET LISTED, AWMINUM REFLECTOR, TYPEV 19 MANUFACTURE GANCEIN KHA 9 RI E5 LIGHT DISTRI BUTT ON, HOUSE 51 DE SHI ELDI M6 PLAN AVE MAX MIN 7F��AVE/pl ISIKEY ?.1 fc 14.7fc 0.3fc 49.0:1 7.0:1 O STATISTICS AVE MAX MIN 7F��AVE/pl ?.1 fc 14.7fc 0.3fc 49.0:1 7.0:1 F11 A JACKSON I MAIN ARCH ITECTU RE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW .JACKSONMAIN.COM Electriji anls, Inc. 19015 36th Avenue West, Suite F. Lynnwood, Washington 98036 Phone (425) 775-1799 FAX (425) 774-9870 PROGRESS SET NOT FOR CONSTRUCTION � �W V W 11/ 00 LLl^ VJ O �Z Z ��I-/'� (Ni VJ LL + u] W QO 0 LU Y W Z � ED v I..I- O LL (n 0 � J Z rnJ O Z rI"I"I > w GW C LL L 11�I W Z O } Z 00 0 Z Q N mLU Z O a rc N a O Z z 1V CZ I ,�,^^ VJ 'N' I MFR9,��y �cpa Q� 737B4PE s�P W EXPIRATION DATE: 12-31-23 Ile PROJECT NO.: 23016 PROJECT MGR.: LRD DRAWN F Q 1]FRP BY: LRD CHECKED BY: BAA SITE PHOTOMETRICS PLAN -OVERALL 0. 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COM i Electrical Consultants, Inc. 19015 36th Avenue West, Suite F Lynnwood, Washington 98036 Phone (425) 775-1799 FAX (425) 774-9870 PROGRESS SET NOT FOR CONSTRUCTION U J w J �� o U) �zz fW V U) �O LL +w I I 0 IIII- Qo U) I I PROPER Y LINE +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 0.1 I I I I SITE PHOTOMETRICS PLAN - MIDDLE O KEY PLAN Li�i ml I AA JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW. JACKSONMAI N. COM i Electrical Consultants, Inc. 19015 36th Avenue West, Suite F Lynnwood, Washington 98036 Phone (425) 775-1799 FAX (425) 774-9870 PROGRESS SET NOT FOR CONSTRUCTION U J w J �� o U) �zz fW V U) �O LL +w 0 IIII- Qo U) °o LL U)� 0 J z 10 -3 � oz Cn u5 O LU >w (n } w0 z 00 z Q (V LU Co LU c� w �� o U) �zz H U) �O LL +w LU Qo °o LU Y W Q� � mz z c� a = (n GIN4WVF � �ORECON b O NO'S <FY A. 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