Loading...
18-102859 PLANS0 4' 8' 16' WALL TYPES EXTERIOR WALL: 6' METAL STUDS PER STRUCTURAL WITH 5/8' GWB AT INTERIOR FACE WITH R-13 BLANKET INSULATION IN STUD SPACE W/ VAPOR BARRIER FROM FLOOR TO ROOF DECK. USE FOIL VAPOR BARRIER WHERE INSULATION IS EXPOSED OR LOCATED IN INTERSTITIAL SPACE. EXTERIOR WAINSCOT FINISH TO BE MASONRY VENEER WITH TIES PER STRUCTURAL REQUIREMENTS OVER R-10 10 RIGID INSULATION ON AIR BARRIER/WATER RESISTIVE BARRIER ON EXTERIOR SHEATHING PER STRUCTURAL TO 3'-0'. UPPER PORTION OF EXTERIOR WALL TO BE 3' THICKNESS OF HIGH IMPACT REINFORCED EIFS WITH DRAINAGE, ON AIR BARRIER/WATER RESISTIVE BARRIER ON EXTERIOR SIDING PER STRUCTURAL. SEE WALL SECTIONS AND ELEVATIONS FOR ADDITIONAL INFORMATION AND DETAIL. EXTERIOR WALL: 20A & 20B 20A: 6' METAL STUDS PER STRUCTURAL WITH 5/8' GWB AT INTERIOR FACE WITH R-13 BLANKET INSULATION IN STUD SPACE W/ VAPOR BARRIER FROM FLOOR TO ROOF DECK. USE FOIL VAPOR BARRIER WHERE INSULATION IS EXPOSED OR LOCATED IN INTERSTITIAL SPACE. EXTERIOR FINISH TO BE MASONRY VENEER WITH TIES PER STRUCTURAL REQUIREMENTS OVER R-10 RIGID INSULATION ON AIR BARRIER/WATER RESISTIVE BARRIER ON EXTERIOR SHEATHING PER STRUCTURAL. SEE WALL SECTIONS AND ELEVATIONS FOR ADDITIONAL INFORMATION AND DETAIL. 2OB: EXCLUDE INTERIOR GYPSUM BOARD FINISH AND PROVIDE FURRED PARTITION WHERE NOTED, EXTERIOR WALL 6' METAL STUDS PER STRUCTURAL WITH 5/8' GWB AT INTERIOR FACE WITH R-13 30 BLANKET INSULATION IN STUD SPACE W/ VAPOR BARRIER FROM FLOOR TO ROOF DECK. USE FOIL VAPOR BARRIER WHERE INSULATION IS EXPOSED OR LOCATED IN INTERSTITIIAL SPACE. EXTERIOR FINISH TO BE TO BE 3' THICKNESS OF HIGH IMPACT REINFORCED OFS WITH DRAINAGE, ON AIR BARRIER/WATER RESISTIVE BARRIER ON EXTERIOR SHEATHING PER STRUCTURAL. SEE WALL SECTIONS AND ELEVATIONS FOR ADDITIONAL INFORMATION AND DETAIL 3/16" = V-0" WALL TYPES c- INTERIOR DEMISING WALL: 6' X 20 GA. METAL STUDS AT 24' O.C. WITH FULL DEPTH (R-19) ACOUSTIC 40 BATT INSULATION AND 5/8' GWB AT EACH FACE. PROVIDE DEEP LEG DEFLECTION TRACK SYSTEM TO ACCOUNT FOR STRUCTURE DEFLECTION. INTERIOR DEMISING WAIL: 3-5/8' X 20 GA. METAL STUDS AT 24' O.C. WITH FULL DEPTH (R-19) 50 ACOUSTIC BATT INSULATION AND 5/8' GWB AT EACH FACE. PROVIDE DEEP LEG DEFLECTION TRACK SYSTEM TO ACCOUNT FOR STRUCTURE DEFLECTION. INTERIOR FURRED WALL: 60 3-5/8' X 20 GAUGE METAL STUDS AT 24' O.C. PER STRUCTURAL WITH 5/8' GWB AT INTEMOR FACE. PROVIDE DEEP LEG DEFLECTION TRACK SYSTEM TO ACCOUNT FOR STRUCTURE DEFLECTION. GENERAL NOTES 1. REFER TO ARCHITECTURAL SPECIFICATIONS FOR CONSTRUCTION REQUIREMENTS. 2. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL ELEMENTS. 3. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. 4. DRYWALL FINISH TO BE LEFT UNINSTALLED AT THE EXTERK)R PERIMETER WALLS IN SUITE 102 SPACE TO 3'-6' A.F.F. 5. ALL INTERIOR GYPSUM BOARD PARTITION FINISHES TO HAVE LEVEL 4 FINISH TO UNDERSIDE OF ROOF SHEATHING. 6. CONTRACTOR TO PURCHASE AND INSTALL GANG HAIL BOX. GC TO COORDINATE APPROVED TYPE WITH LOCAL MAIL CARRIER/POST OFFICE AND LOCATION REQUIREMENTS. COORDINATE WITH OWNER'S PROJECT COORDINATOR. 7. PROJECT CLOSE OUT DOCUMENTATION IS REQUIRED INCLUDING APPLICABLE WSEC ENVELOPE COMPLIANCE FORMS AND CALCULATIONS AND FENESTRATION NFRC RATING CERTIFICATES. 8. PROVIDE AIR BARRIER WHEN BUILDING COMPLETED; AIR LEAKAGE RATE OF THE BUILDING ENVELOPE SHALL NOT EXCEED 0.40 CFM/SQ. FT. AT A PRESSURE DIFFERENTIAL OF 0.3 INCHES WATER GUAGE AT THE UPPER 95% CONFIDENCE INTERVAL IN ACCORDANCE WITH ASTM E 779. 9. SUBMIT AIR BARRIER TEST REPORT TO FEDERAL WAY ONCE TEST IS COMPLETED. IF TEST RESULTS EXCEED 0.40 CFM/SQ. FT. AT 0.3 IN. WG (75 PA), THEN VISUALLY INSPECT AIR BARRIER AND SEAL NOTED SOURCES OF LEAKAGE; SUBMIT A FOLLOW-UP REPORT TO JURISDICTION NOTING CORRECTIVE MEASURE TAKEN & INCLUDE AIR BARRIER TEST REPORT IN COMPLIANCE DOCUMENTATION PROVIDED TO OWNER. &jy' Date KEYED SHEET NOTES CLIENT: COVENANT RE AL ESTATE GROUP 17000 RED HILL AVENUE I IRVINE, CA 92614 1 714.845.8500 PROJECT LOCATION: 1XX SW CAMPUS DRIVE FEDERAL WAY, WA 98023 � t - A R C H I T E C T S WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2017 Professional seal REGISTERED ARCHITECT H NAY A. WEAVER STA TE OF WASHiNGTON No. Issue Description Date PERMIT SET 12.06.17 ® CITY COMMENTS 02.02.18 ® REVISIONS 06.12.18 1�(6L a, Draw by: pG Reviewed b y: HW ✓� Project No: # 16-199-00 ywhcy < RECESSED KNOX BOX BRAND KEY BOX TO MEET REQUIREMENTS OF SOUTH KING COUNTY FIRE & RESCUE. CONSTRUCTION PLAN OLADDER TO ROOF W/ A MINIMUM 30' X 30' CLEAR SPACE IN FRO OF LADDER, PROVIDE BLOCKING AND ATTACHMENT PER STRUCTURAL DETAILS, SEE SPECIFICATIONS AND SECTION FOR ADDITIONAL INFORMATION. OUTLINE OF AWNING ABOVE PROPOSED ELECTRICAL SERVICE METER LOCATION O PROPOSED TENANT PANEL LOCATIONS O PROPOSED GAS METER LOCATIONS NOT USED. OROOF DOWNSPOUT TO EXTERIOR DRAIN LINE AT FOOTING, SEE C INFORMATION. O NOT USED. 10 STEEL COLUMN, SEE STRUCTURAL FOR ADDITIONAL INFORMATION, OF COLUMN. 11 PROVIDE GYPSUM BOARD FINISHED CEILING AT 9'-0' A.F.F. ABOVE CLEARANCE AT ROOF ACCESS LADDER PER NOTES LISTED IN C/A.! DRAWINGS FOR ADDITIONAL ., DIMENSIONS SHOWN TO CENTERLINE THIS SIDE OF ROOM. PROVIDE link Original drawing is 24" x 36". Scale entities accordingly if reduced Permit Agency A0200 RECEIVED JUN 2 8 2018 CITY OF COM UNI"TY DEVELOPMENT D --*'\TYP• 2 1 5 TRIBUTARY ROOF AREA = 4171:1 IM FT_ I I I TRIBUTARY ROOF AREA = 318 SQ. FT. ROOF PLAN 0 4' 8' 16' TRIBUTARY ROOF AREA = 306 SQ. FT. 3/16" = 1'-0" _ [17 E I I TRIBUTARY ROOF AREA TRIBUTARY ROOF AREA TRIBUTARY ROOF AREA = 434 SQ. FT. = 534 SQ. FT. I = 620 SQ. FT. F 5 I TRIBUTARY ROOF AREA TRIBUTARY ROOF AREA = 336 SQ. FT. I 6I I = 304 SQ. FT. TRIBUTARY ROOF AREA = 564 SO. FT. GENERAL NOTES 1. REFER TO ARCHITECTURAL SPECIFICATIONS FOR CONSTRUCTION REQUIREMENTS. 2. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL ELEMENTS. 3. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. 0l•© TRIBUTARY ROOF AREA = A90 sn FT 5 CLIENT: COVENANT RE AL ESTATE GROUP 17000 RED HILL AVENUE I IRVINE, CA 92614 ( 714.8 45.8 500 PROJECT LOCATION: 1XX SW CAMPUS DRIVE FEDERAL WAY, WA 98023 �t - A R C H I T E C T S WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2017 Professional seal 8109 REGISTERED RCHITECT . 1�%EAVER STATE OF WASHINGTON 11L�11� No. Issue Description Date PERMIT SET 12.06.17 ® CITY COMMENTS 02.02.18 ® REVISIONS 06.12.18 PPROVED PLANNING City of Federal Way of Community Development Drawn by: PG Reviewed by: HW Project No: # 16-199-00 KEYED SHEET NOTES O ROOF HATCH. O MECHANICAL UNIT PER MECHANICAL DRAWINGS. O ROOF WALKWAY PADS PER SPECIFICATIONS. 4 SOLAR TUBE AND CURB, SEE FENESTRATION SCHEDULE AND D AIL FOR ADDmONAL INFORMATION. SCUPPER AND CONDUCTOR HEAD WITH OVERFLOW. ROOF DRAIN$, TO BE 3" DIA. TYPICALLY, OVERFLOW TO 5O BE 3" OR EQUAL TYPICALLY AND HORIZONTAL LINES TO BE 4" MIN. IF NECESSARY. ALL SIZED BASED ON 6" RAINFALL AND SLOPE PER 1/4" PER FOOT. 6 OUTLINE OF AWNING BELOW. 7O SINGLE PLY ROOF MEMBRANE ASSEMBLY PER A/A.8.1, SLOPE t0 DRAIN WITH 1/2' PER FOOT, MIN. 8O CRICKET OVER ROOFING INSULATION, SLOPE TO DRAIN WITH 1 /2" PER FOOT, MIN. OSUPPLY AND RETURN OPENINGS AT UNIT, SEE MECHANICAL UNIT INFORMATION PER MECHANICAL DRAWINGS, LOCATE ROOF TRUSSES TO AVOID CONFLICTS WITH SUPPLY AND RETURN DUCT LOCATIONS. 10 TRUSS BELOW PER STRUCTURAL DRAWINGS. 11 GAS LINE FOR UNIT, SEE C/A.8.1 FOR PENETRATION DETAIL I FI/.\TRIBUTARY ROOF AREA = 157 sn FT ROOF PLAN Original drawing is 24" x 36". Scale entities accordingly if reduced A,02* I Permit Agency RECEIVED JUN 28 2018 RAL WAY ~. COMMUNITY DEVELOPMENT; LAJI LLLVAIIUN 0 4' 8' 16' P T 3 3/16" = 1'-0" 4 SOUTH ELEVATION 3/16" = 1'-0" 5 O If o �� ROJECT GENERAL NOTES 1. BUILDING ENTRANCE FACADES TO CONTAIN TRANSPARENT GLASS WITH NOT PERMANENT SIGNAGE OR ADVERTISING STICKERS TO BLOCK WINDOWS. 2. ALL MASONRY UNITS TO BE 4X8X16 GROUND FACE UNITS, UON. PROVIDE 4" "L" CORNERS AT ALL CORNERS, CUT DOWN HEIGHT OF UNITS AT 4" BAND. KEYED ELEVATION NOTES 6 7 O1 NATURAL COLOR CONCRETE MASONRY UNIT, TYP. 2O OF SYSTEM WITH SANDPEBBLE TEXTURE IN SHERWIN WILLIAMS SW6171 "CHATROOM" COLOR 3O CHARCOAL COLOR CONCRETE MASONRY UNIT COLOR BANDS, TYP. I I H < OF SYSTEM IN WITH SANDPEBBLE TEXTURE IN SHERWIN WILLIAMS SW6158 "SAWDUST" COLOR a7.1 O5 DECORATIVE OF SHAPED BAND IN SHERWIN WILLIAMS SHERWIN WILLIAMS SW6158 "SAWDUST" 13 O WALL MOUNTED AREA LIGHT PER PHOTOMETRIC PLANS. O ALUMINUM STOREFRONT SYSTEM W/ ANODIZED FINISH, TYP. 1 _ 3 O PAINTED HOLLOW METAL DOOR AND FRAME IN SW7020 "BLACK FOX" COLOR, TYP. O 4' X 10'-4" STEEL ANGLE FRAME AND WELDED WIRE SCREEN LANDSCAPING TREWS WITH Gil! PAINTED FINISH ATTACHED TO EXTERIOR FACADE 6'-0" FOOT DEEP FABRIC AWNING AND STEEL FRAME. FRAME AND FABRIC BY RAINIER INDUS 10 FABRIC TO BE TRIVANTAGE PATIO 500 IN 510 DARK GREEN COLOR. CONTACT WILLARD PARK 10 INDUSTIRES LTD. (425) 981-1246 OR WILLARDPORAINIER.COM. 11 WALL MOUNTED SCONCE FIXTURE PER PHOTOMETRIC PLAN, TYP. — — 12 EGRESS LIGHT BELOW CANOPY PER PHOTOMETRIC PLAN, TYP. 3 i 13 PREFINISHED METAL COPING IN SHERWIN WILLIAMS SW7020 "BLACK FOX" COLOR, TYP. M OUTLINE OF MECHANICAL UNIT BEYOND FACADE PARAPET. PARAPET TO SCREEN VIEW OF MEC 14 COMBINED UNIT AND CURB HEIGHT TO BE 5'-0" ABOVE UNIT LOCATION ON ROOF, LOWEST F BE 6'-0" ABOVE HIGHEST ROOF POINT. 15 VERTICAL REVEAL / CONTROL JOINT, TYP. 16 PARAPET WALL BEYOND. ® 17 2" WIDE X 1" DEEP "V" SHAPED REVEAL, TYP. 18 NOT USED 19 EIFS CORNICE SHAPE WITH PAINT FINISH, PER DETAIL. 0 BIKE RACK PER PLAN. OSCUPPER, CONDUCTOR HEAD AND DOWNSPOUT. ALL TO HAVE SHERWIN WILLIAMS SW7020 "BL 21 COLOR PAINT FINISH, TYP. —T-PROVIDE 4X4X16 'UNIT CUT DOWN 4" "L" CORNER UNIT AT CORNERS AS NECESSARY. QPROVIDE 10"X4"X16" SLOPED CAP CUT IN HALF, SEE WALL SECTIONS AND DETAILS FOR ADDI INFORMATION. < HOSE BIBB PER PLUMBING DRAWINGS. Lh IZED AND i LTD. RAINIER A ER UNIT. TO FOX" CLIENT: COVENANT RE AL ESTATE GROUP 17000 RED HILL AVENUE I IRVINE, CA 92614 1 714.8 45.8 500 PROJECT LOCATION: 1XX SW CAMPUS DRIVE FEDERAL WAY, WA 98023 1 - t - A R C H I T E C T S WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2017 Professional seal 8109 REGISTERED CHITECT STATE OF WASHINGTON -1 No. Issue Description Date PERMIT SET 12.06.17 CITY COMMENTS 02.02.18 ® COORDINATION 02.27.18 ® REVISIONS 06.12.18 Drawn by: P(`, Reviewed by: HW Project No: # 16-199-00 A*301 ELEVATIONS APPROVED PLANNING City of Federal Wa)4riginol drawing is 24" x 36". Scale entities accordingly if reduced Dept. of Community Development Permit # B Day te ermit Agency RECEIVEL? JUN 28 2018 ' CITY OF FEDERAL WAY �^ _. ELOPMENT Lh IZED AND i LTD. RAINIER A ER UNIT. TO FOX" CLIENT: COVENANT RE AL ESTATE GROUP 17000 RED HILL AVENUE I IRVINE, CA 92614 1 714.8 45.8 500 PROJECT LOCATION: 1XX SW CAMPUS DRIVE FEDERAL WAY, WA 98023 1 - t - A R C H I T E C T S WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2017 Professional seal 8109 REGISTERED CHITECT STATE OF WASHINGTON -1 No. Issue Description Date PERMIT SET 12.06.17 CITY COMMENTS 02.02.18 ® COORDINATION 02.27.18 ® REVISIONS 06.12.18 Drawn by: P(`, Reviewed by: HW Project No: # 16-199-00 A*301 ELEVATIONS APPROVED PLANNING City of Federal Wa)4riginol drawing is 24" x 36". Scale entities accordingly if reduced Dept. of Community Development Permit # B Day te ermit Agency RECEIVEL? JUN 28 2018 ' CITY OF FEDERAL WAY �^ _. ELOPMENT REINFORCED EIFS SYSTEM W/ DRAINAGE, (R-10 MIN., STAGGER JOINTS), 3" OF INSULATION TYP. OVER FLUID APPLIED AIR BARRIER/WATER RESISTIVE BARRIER ON EXTERIOR SHEATHING ON 6' METAL STUDS, PER STRUCTURAL, W/ R-13 BATT INSULATION TYP. CONCRETE WALK FOUNDATION DRAIN AND ROOF DRAINS PER CIVIL DOCUMENTS 1 2 4 6 17 i— — — — — — - F — — — MEMBRANE ROOFING AND PROTECTION BOARD ON R-38 HVAC UNIT PER —I I I INSULATION, MIN., SLOPE 1/2" MECHANICAL PER FOOT MIN. AWNING STEEL CANOPY FRAME W/ FABRIC COVER REINFORCED OFS SYSTEM W/ DRAINAGE, (R-10 MIN., STAGGER JOINTS), 3" OF INSULATION TYP. OVER FLUID APPLIED AIR BARRIER/WATER RESISTIVE BARRIER ON EXTERIOR SHEATHING ON 6' METAL STUDS, PER STRUCTURAL, W/ R-13 BATT INSULATION TYP. CONCRETE WALK FOUNDATION DRAIN AND ROOF DRAINS PER CIVIL DOCUMENTS 1/0 C A B - F_ .� I I I I I I I I I I I m 16 + & 1111 & dbI I BEAM PER STRUCTURAL FLOOR SLAB PER STRUCTURAL W/ 10 MIL MINIMUM PLASTIC VAPOR BARRIER AND 4' MIN. CAPILLARY BREAK W/ MATERIAL AND BASE COURSE AND PREPARATION PER SOILS REPORT RECOMMENDATIONS BUILDING SECTION 3/16" = 1'-0" 0 4' 8' 16' PRE FINISHED METAL COPING 7 B A.5.2 — — — T.O.P. (HIGH PARAPET) 23'-0" T.O.P. (MID PARAPET) I CMU VENEER SECURED WITH VENEER TIES PER STRUCTURAL W/ I 4' AIRGAP, FLUID APPLIED AIR BARRIER/WATER RESISTIVE BARRIER ON EXTERIOR SHEATHING OVER 6" METAL STUDS, PER STRUCTURAL W/ R-13 BATT INSULATION — — I ATOP OF BEAM 114 —10" REINFORCED OFS SYSTEM W/ DRAINAGE, ((R-10 MIN., STAGGER I JOINTS), 3" OF INSULATION TYP. OVER FLUID APPLIED AIR I BARRIER/WATER RESISTIVE BARRIER ON EXTERIOR SHEATHING ON 6" I METAL STUDS, PER STRUCTURAL, W/ R-13 BATT INSULATION TYP. I A AWNING STEEL CANOPY FRAME W/ FABRIC COVER EIFS SYSTEM SOFFIT (R-10 MIN.), W/ R-13 BATT INSULATION TYP. I ALUMINUM STOREFRONT SYSTEM CONCRETE WALK I I I I GROUND FLOOR (240.44') I FOOTING PER STRUCTURAL DOCUMENTS FOUNDATION DRAIN AND ROOF DRAINS PER CIVIL DOCUMENTS D E F G WAC UNIT PER MECHANICAL MEMBRANE ROOFING AND I I I I I I I PROTECTION BOARD ON R-38 INSULATION, MIN. FLOOR SLAB PER STRUCTURAL W/ 10 MIL MINIMUM PLASTIC VAPOR BARRIER AND 4' MIN. CAPILLARY BREAK W/ MATERIAL AND BASE COURSE AND PREPARATION PER SOILS REPORT RECOMMENDATIONS I I BUILDING SECTION 0 4' 8' 16' DEMISING WALL PER PLANS 3/16" = V-0" �— OPEN WEB TRUSSES PER STRUCTURAL I I FLOOR SLAB PER STRUCTURAL, TO BE PROVIDED BY TENANT, SEE FOUNDATION DETAILS FOR ADDITIONAL INFORMATION I I —==7— — 10 MIL CONTINUOUS PLASTIC VAPOR BARRIER TO OUTSIDE EDGE OF WALL FRAMING, WHERE SLAB TO BE PLACED BY TENANT, PROVIDE WIDE ENOUGH MATERIAL TO OVER LAP AND TAPE SEAMS WHEN PLACED CLIENT: COVENANT RE AL ESTATE GROUP 17000 RED HILL AVENUE I IRVINE, CA 92614 1 714.8 45.8 500 PROJECT LOCATION: 1XX SW CAMPUS DRIVE FEDERAL WAY, WA 98023 1OR'! A R C H I T E C T S WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2017 Professional seal 109 REGISTERED RCHITECT A. AVER STATE OF WASHINGTON No. Issue Description Date PERMIT SET 12.06.17 ® REVISIONS 06.12.18 H PREFINISHED METAL COPING OP (LOW PARAPET) REINFORCED OFS SYSTEM W/ DRAINAGE, (R-10 MIN., STAGGER JOINTS), 3" OF INSULATION TYP. U.O.N. ON 6" METAL STUDS, PER STRUCTURAL, W/ R-13 BATT INSULATION TYP. TOP OF BEAM Y 10' Drawn by: PG Reviewed by: HW GLULAM BEAM PER STRUCTURAL DOCUMENTS Project No: # 16-199-00 AWNING STEEL CANOPY FRAME W/ FABRIC COVER ALUMINUM DRIVE—THRU WINDOW SYSTEM SECTIONS i-- CMU VEENER CONCRETE DRIVEWAY GROUND FLOOR 0 0 (240.44 ) FOOTING PER STRUCTURAL DOCUMENTS FOUNDATION DRAIN AND ROOF DRAINS P CIVIL DOCUMENTS PER inal drowin Ori g g is 24 x 36". Scale entities accordingly if reduced AAA mAPPR2"-"OV�D PLANNING City of Federal Way Dept. of Community Development Permit c\ ; Lb RECEIVED JUN 2 8 20IR PC; TOMMUN� pE VEiOPM Y EIVT 17000 RED HILL AVENUE I IRVINE, CA 92 61 4 1714.845.8500 Schedule Symbol Label QTY Catalog Number Description ;Lamp (Number Lamps F Lumens Lam LLF !Wattage I I( per p 1 KVE2 400M ASY (PULSE PREMIUM SQUARE AREA LIGHT WITH ONE 400 WATT CLEAR BT-37 1 42000 0.8 456 �� OSTART) ASYMMETRIC DISTRIBUTION. PULSE START METAL fi HALIDE, VERTICAL BASE -UP !POSITION. 3 iKVE2 400M ASY (PULSE PREMIUM SQUARE AREA LIGHT WITH !ONE 400 WATT CLEAR BT-37 1 42000 0.8 j 912 0 ISTART) ASYMMETRIC DISTRIBUTION. PULSE START METAL 0 f HALIDE, VERTICAL BASE -UP i I POSITION. QSA 8 ;OW218-24-LN WALL MOUNT :LED, 3500K 1 1561 0.9 23.36 a SB 2 1WST LED P1 40K VF WST LED, Performance package 1, 4000 K, _ ILED 1 1639 0.9 12 ! MVOLT visual comfort forward throw, MVOLT i 1 Q 2 3 WST LED P1 40K VW WST LED, Performance package 1, 4000 K, ;LEDSC 1 1659 0.9 12 mT ! MVOLT visual comfort wide, MVOLT i a� SD 4 ;WST LED P3 40K VF WST LED, Performance package 3, 4000 K, 'LED 1 I 6609 0.9 50 MVOLT visual comfort forward throw, MVOLT ..................... ....................... ....................... ................ ........................................... SEE 4 ................................................................................... ........... ...........................................................:............. 1MUE10X-T ...................................._........_........_........_............._............ EXTRUDED ALUMINUM HOUSING, ..................._..................... ......................... . !.SIX WHITE LEDs 1 494 I ...................... i 1 ....... ........ ......... ..... : 10.7 FROSTED PLASTIC ENCLOSURE. 4 AA Statistics � i I Description Symbol Max Min Max/Min i Avg/Min 1' Avg I .............. ......................... ..............p._......._............................ ............ ........_ Calc Zone #1 ( 18.6 fc ; 0.2 fc 93.0:1 E 13.0:1 2.6 fc 1 EX1 30.00 ...................... ........EX2 ........,..30.00 ......: ..................... 17 ................................................., EX2 30.00 ........... 18 ....................;............................: EX2 30.00 4 :_ ...............SA ... ............. 7 .......;....6.00.......: ....................................i SA 6.00 :................_... 10 ............................................._; SA ;. 6.00 .................. 13 .............................. SA ;............................. 6.00 19................SA..........;....6.00........; 30................SA..........;....6.00........: 31..................SA ..........;............, 6.00 32 ..............SA.........;....6.00........< ................... 15 ....;............................: SB 13.50 ........ 16 ............... ............;............................ SB . 13.50 4 3....._.......... SC..........:..13.50......, 2a................SC..........;..13.50......: : ...................................... 21 ...... ......,....... SD .... .......... ...... 13.50 22.................S 17 .............13.50 ......: 23 ......SD .13.50 , : ................... 24 ................................ SD ;.......................... 13.50 26 ...................... . SEEM ; ............................: 9.00 27 SE EM 9.00 28 ISE.EM 9.00 29 .......... .............................. .. ........._> SE.EM .......... ...:...::::................ 9.00 ............................ : NOTE: ALL SITE PARKING LOT POLE / FIXTURES ARE EXISTING TO REMAIN. NEW FIXTURES ARE BUILDING MOUNTED TYPES: SA, SB ,SC, SD AND SE. 0 3 2.5 2.8 3.1 3.2 2.8 3. u �+ +' + + + + + + l 2.2 2. 2.5 2.8 3.2 3.3 2.8 3. + + ` + + + + + + "I t 2.3 � A 2.4 2.7 3.1 3.6 3.8 3. it r{ I �A ? ,, 2.3 y2.1 2.3 2.6 2.9 3.4 3.8 3. + + 1+ + + + + + �( 4 2.2 2.2 `ti2.3 2.5 2.8 3.1 3.5 3. + + + + + + + t :{_ .2 2.2 �,2.3 2.4 2.6 2.8 3.0 3. -4 3 t + + + + + + }t ;} 2.3 .3 2.3 2.4 2.6 2.7 2. i i t ii + +' + + + + + 2.2 2.;4 2.4 2.4 2.4 2.5 2. tt. t t '} +2.1 +22 +2.3 +2.4 +2.4 +2.4 +2. ii +1.8 +2.p +2.2 +2.3 +2.4 +2.4 +2. li i i I it +1.6+1.8+1.9+2.0+2.2+2.2+2. ! i y i '1 + + + + + + + !,, � 1.4 1.�, 1.6 1.8 1.9 2.0 2. + + 'j+ + + + + 1.1 1.3;1.4 1.5 1.6 1.6 1. l + 1.0 + 1.1 '�1.2 1.3 + 1.4 + + 1.4 1. + + + + + + .8 0.9 ;1.0 1.0 1.1 1.1 1. t +t + + t + 0.8 Q.8 0.9 0.9 0.9 0. i tt. i ? + +E + + + +0. 0.7 d.7 0.7 0.8 0.8 +0.6 +016 +0.6 +0.7 +0.7 +0. '_. + +'� + + + + 0.5 0. 0.5 0.5 0.5 0. it t fi +0.4 +0. +0.4 +0.4 +0.4 +0. t lj 1 1 +0.3 +0.4l1 +0.4 +0.4 +0.4 +0. i ; +0.3 +0.3 10.3 +0.3 0.310. t ' .3+0.3+0.3+0.3+0.3+0. li t 'i + +' + + + 0.3 �.3 0.3 0.3 0. +0++++ .2 0.3 0.3 0.3 0. t t +0.2 +0. +0.3 +0.3 +0. t t 4 t ! } i0.2 + 10.2"10.2 10.310. tart .2+0.2}0.2+0.3+0. t, t i +0.2 +6,2 +0.3+0. 1 It i + + + + ,\; ;'� :0.2 0.3 0.3 0. i `Q.2 +0.21�0.3 +0. 0.2 0.3 0. + + + 0.3 0.3 0. v, � tt •t• � 0.3 +0.3 0. + +ti Q. iv 1 ;t �\ + + 0. t i + + t� 0.4 0. 0. +0. 1 ,•� �\� t it 1 i\ 1 L `l LL �L \ 1 � i PHOTOMETRIC PLAN SCALE. NOTED BELOW A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SEC. 19, TWPm 21 NORTH, RGE, 4 EAST, W.M. CITY OF FEDERAL WAY, KING COUNTY, WA 3 LA �-- PROVED,,%na- PLANNING Cit y of Federal Way D6pt. of Comrnu pity Development Permit By Date__ Q2 REVISIONS 06.12.18 Q REVISED LAND USE REVIEW 08.28.17 02 K [P. 15140 s� sSlOWL � SIGNED: Jun 16, 2018 AKRIBIS F - 11 ENGINEERING, L.L.C. 3231 SOUTH COUNTRY CLUB WAY, STE. 102, TEMPE, ARIZONA, 85282 P: (602) 393-0201 F: (602) 393-0202 DRAWN BY: WE CHECKED BY: GM JOB NUMBER: 17061 FOR QUESTIONS PLEASE CALL: WILLIAM SHORTY H�l RECEIVED JUN 28 2018 PHOTOMETRIC PLAN CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT: August 31, 2017 SCALE: 1'-0"=20'-0" The plans, ideas, arrangements and designs indicated or represented by this drawing are owned by, and are the property of COVENANT GROUP, and were created and developed solely for use on, and in connection with this specific project, and shall not be used, in whole or in part, for any purpose for which they were not originally intended without written permission from COVENANT GROUP©2016. (HIGH PARAPET) 23 0 --[_ _ T.O.P. MID PARAPET) 22 —0 C T.O.P. LOW PARAPET) 20 —0 TOP OF BEAM 14 —10 B.O. AWNING 10 —0 T.O. OPENINGS 9 —0 MASONRY SILL 3 —0 A.GROUND FLOOR 0'-0" B.O. AWNING 10 —0 = T.O. OPENINGS 9 —0 MASONRY SILL 3'--0 GROUND FLOOR 0 —0 15'-4" - B C D E F G H H H H 10 6 17 14 10 14 15 14Fl4> <j7>] A7.1 21 13 17 14 6 14 WEST ELEVATION 0 4' 8' 16' NORTH ELEVATION 0 4' 8' 16' 07.2 � v � �� �� v \ _ / \/ \"/ v A7 3/16" = V-0" 3/16" = 1'-0" 10'-8" EL A7 l 14'-0" de H i i� PROJECT GENERAL NOTES 1. BUILDING ENTRANCE FACADES TO CONTAIN TRANSPARENT GLASS WITH NOT PERMANENT SIGNAGE OR ADVERTISING STICKERS TO BLOCK WINDOWS. 2. ALL MASONRY UNITS TO BE 4X8X16 GROUND FACE UNITS, UON. PROVIDE 4" "L" CORNERS AT ALL CORNERS, CUT DOWN HEIGHT OF UNITS AT 4" BAND. 3. TRASH ENCLOSURE MASONRY UNITS TO BE 8X8X16 GROUND FACE UNITS. KEYED ELEVATION NOTES O NATURAL COLOR CONCRETE MASONRY UNIT, TYP. n ;1 2O OF SYSTEM WITH SANDPEBBLE TEXTURE IN SHERWIN WILLIAMS SW6171 "CHATROOM" COLOR CHARCOAL COLOR CONCRETE MASONRY UNIT COLOR BANDS, TYP. 4 > OF SYSTEM IN WITH SANDPEBBLE TEXTURE IN SHERWIN WILLIAMS SW6158 "SAWDUST" COLOR �,<t> DECORATIVE OF SHAPED BAND IN SHERWIN WILLIAMS SHERWIN WILLIAMS SW6158 "SAWDUST" COLOR 6O WALL MOUNTED AREA LIGHT PER ELECTRICAL PLANS ALUMINUM STOREFRONT SYSTEM W ANODIZED FINISH TYP. 1 8 PAINTED HOLLOW METAL DOOR AND FRAME IN SW7020 "BLACK FOX" COLOR, TYP. X !^ 9< 4' X 10'-4" STEEL ANGLE FRAME AND WELDED WIRE SCREEN LANDSCAPING TREWS WITH GALVANIZED AND PAINTED FINISH ATTACHED TO EXTERIOR FACADE. Lv - 6'-0" FOOT DEEP FABRIC AWNING AND STEEL FRAME. FRAME AND FABRIC BY RAINIER INDUSTRIES LTD. FABRIC TO BE TRIVANTAGE PATIO 500 IN 510 DARK GREEN COLOR. CONTACT WILLARD PARK W/ O RAINIER INDUSTRES LTD. 425 981-1246 OR WILLARDPORAINIER.COM. Jt 1 WALL MOUNTED SCONCE FIXTURE PER PHOTOMETRIC PLAN TYP. 12 EGRESS LIGHT BELOW CANOPY PER PHOTOMETRIC PLAN, TYP. 13 PREFINISHED METAL COPING IN SHERWIN WILLIAMS SW7020 "BLACK FOX" COLOR, TYP. 14 OUTLINE OF MECHANICAL UNIT BEYOND FACADE PARAPET. PARAPET TO SCREEN VIEW OF MECHANICAL UNIT. COMBINED UNIT AND CURB HEIGHT TO BE 5'-0" ABOVE UNIT LOCATION ON ROOF, LOWEST PARAPET TO BE 6'-0" ABOVE HIGHEST ROOF POINT. 15 VERTICAL REVEAL / CONTROL JOINT, TYP. 16 PARAPET WAIL BEYOND. 17 2" WIDE X 1" DEEP 'Y" SHAPED REVEAL, TYP. 18 PRECAST MASONRY SLOPED WALL CAP IN CHARCOAL COLOR. 19 METAL DECK GATE W/ STEEL FRAME ATTACHED TO ANGLES AT CMU WALLS. ALL TO MATCH BUILDING STANDARD FLASHING AND TRIM, SHERWIN WILLIAMS SW7020 "BLACK FOX" PAINT FINISH. < KNOX BOX PER CONSTRUCTION PLAN 21 EIFS CORNICE SHAPE WITH PAINT FINISH, PER DETAIL. QSCUPPER, CONDUCTOR HEAD AND DOWNSPOUT. ALL TO HAVE SHERWIN WILLIAMS SW7020 "BLACK FOX" COLOR PAINT FINISH, TYP. C TRASH ENCLOSURE WEST ELEVATION TRASH ENCLOSURE SOUTH ELEVATION TRASH ENCLOSURE EAST ELEVATION D3/16" = V-0" E Q STEEL ANGLE DIAGONAL BRACE BEYOND Q STEEL CANE BOLT WITH PIPE SLEEVE RECEIVER SET IN DRILLED CONCRETE SLAB BELOW PROVIDE 4X4X16 UNIT OR CUT DOWN 4" "L" CORNER UNIT AT CORNERS AS NECESSARY. PROVIDE 10"X4"X16" SLOPED CAP CUT IN HALF, SEE WALL SECTIONS AND DETAILS FOR ADDITIONAL Q7 INFORMATION. CLIENT: COVENANT RE AL ESTATE GROUP 17000 RED HILL AVENUE I IRVINE, CA 92614 1 714.8 45.8 500 PROJECT LOCATION: 1XX SW CAMPUS DRIVE FEDERAL WAY, WA 98023 WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2017 Professional seal 8109 i REGISTERED ARCHITECT N VER STAT OF WASHINGTON No. Issue Description Date PERMIT SET 12.06.17 CITY COMMENTS 02.02.18 ® REVISIONS 06.12.18 Drawn by: PG Reviewed by: HW Project No: # 16-199-00 ELEVATIONS Original drawing is 24" x 36". Scale entities accordingly if reduced A*302 Permit Agency -� OVED PLANNING City of Federal Way RECEIVED Dept. of Community Develapmen Permit #_ _ L) _ 2 2018 F FEDERAL WAY ! DEVELOPMENT