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RECEIVED MAR 3 0 2017 C17Y OF COMMUNITY FEDERAL DEVELOPMENT EAST ELEVATION I NEW STEEL { CANOPY BEYOND { EXIST'G WOOD CANOPY TO BE REMOVED ,L T-- EXISTING PARAPET TO BE REMOVED --NEW GLAZING (Phase 2) { METAL SIDING REMODELED CANOPY with III I~ I I i V METAL PANELS 30854 Pacific Highway South NEW GLAZING @ EXIST'G CLERESTORY --NEW STOREFRONT GLAZING NEW METAL ROOFING @ EXIST'G BOW TRUSS ROOF SYSTEM METAL SIDING ,EXIST'G WOOD CANOPY TO BE REMOVED NEW STEEL CANOPY NEW STEEL CANOPY EMPLOYEE ENTRANCE PUBLIC. ENTRANCE 30854 Pacific Highway South LANDSCAPE PLANTING PLAN 0' 10, 20' 40' SCALE: 1 "=20'-0" 3 1/2" 1 SQ POST - STANDARD 1 " [25MM] SC 1 3/8" [35MM] X 1 1/2' U-CHANI INDUSTRIAL DRI' (2) ENDS POST TOP OPTIONS PICKET OPTION 0 z g Z m U_ N g o_ 0 COPYRIGHT(P) 1998 MASTER-HALCO, INC. ALL RIGHTS RESERVED. MONUMENTAL' IRON WORKS _M FENCE SECTION ELEVATION Il MIN DEPTH IN. 36" L MM: 914 NOTES: 1. METRIC DIMENSIONS ARE NOMINAL EQUIVALENTS TO U.S. DIMENSIONS. WIDTH 2. SPECIFICATIONS SHOWN CAN BE CHANGED BY MASTER—HALCO ONLY. IN: 3. FOOTING WIDTH TO BE (4)X POST WIDTH. 4. RIVETS FACE TO OUTSIDE UNLESS OTHERWISE SPECIFIED. MM: 5. FOR SAFETY, NOMINAL HEIGHT SHOULD BE AT LEAST 7' (2134MM] ABOVE GRADE. BY: JRR FORTIFIER PLUS FENCE — STYLE A DATE: 05-08-95 REV: B NOM 8' SECTION LENGTH — 1" PICKETS REV DATE: os-01-98 NOM HEIGHT (H) 3'-0" [914MM] 3'-6" [1067MM] 4'-0" [1219MM] 5'-0" [1524MM] 6'-0" [1829MM] 7'-0" [2134MM] 8'-0" [2438MM] 9-0" [2743MM] 10-0" [3048MM] 6-2200 1 1/2" = 1'-0" PROPERTY LINE CURBING 6-INCH HEIGHT TYPICALLY, WALL HEIGHT MAY VARY PER ADJACENT EX'G GRAVEL/PLANTER GRADE TO 18" HEIGHT. SEE PLANTING PLAN, L1.0 FOR PLANTERS 2-INCH DEPTH MULCH AT BASE OF CURBING 6' TO PROPERTY LINE. 6„ w I_ oz E #4 REBAR AT 6—INCH <., •. DEPTH IN FOOTING ..;• . ,;.: '. _ 12" FOOTING DEPTH 2' FENCE DETAIL SCALE:1i2"=1'-011 FENCE ELEVATION SCALE: 1v2"=1'-0" 0' 1' 2' 4' PERMIT N0. APPROVED RESUBMITTED APR 0 g 2018 My OF WAY COMIAMTYF FEDERAL F- O U) W Q F_ 00 T_ Lauchlin R Bethune Associates, Inc. ASLA LANDSCAPE ARCHITECTURE & PLANNING, ASLA P.O. Box 1442 Maple Valley,Washington 98038 phone: (425) 432-9877 e-mail : lauch@bethuneas sociates. com www.bethuneassociates.com STATE OF WASHINGTON REGISTERED VAR ECT N R. BETHUNE CERTIFICATE NO. 462 REVISIONS LTCA LLC. 30854 PACIFIC HIGHWAY S. FEDERAL WAY, WASHINGTON LANDSCAPE FENCING PLAN JOB NO. #217110 SCALE: 1 "=20'-O" DATE: 03/29/18 DRAWN: LJL CHK: LRB COPYRIGHT 2018 SHEET L1.0 DATE LIMIT OF WORK— EYG ST. TREE-\ (TYP) LANDSCAPE PLANTING PLAN 0' 10, 20' 40' SCALE: 1 "=20'41 NOTE: ALL TREES IN LAWN TO HAVE 2" DEPTH MULCH PER SPECS. ALL SOIL IN PLANTERS COVERED IN ASHPALT TO HAVE IMPORTED 18" DEPTH TOPSOIL PER SPECS. TEMPORARY WATER BASIN 4" BERM, FOR FIRST YEAR o AFTER INSTALLATION 2" MULCH LAYER AFTER SETTLEMENT FINI H GRADE Q x 4" PERF PIPE < C'" a IMPORTED z w TOPSOIL Q PER NOTES 6" TOPSOIL BASE FOR y u„ ROOTBALL :I PLANT MATERIAL LEGEND INDICATES DROUGHT TOLERANT PLANT MATERIAL Abrev. Common Name Botanical Name Size trees: * RSP Red Spire Pear Pyrus calleryana "Redspire" 1 1/2" cal./B&B-Matched at 6' branch NORTH ARM Armstrong Maple Acer rubrum "Armstrong" 1 1/2" cal./B&B-Matched at 6' branch shrubs: �C MBB Mentorensis Barberry Berberis x mentorensis 18" hgt./cont. �C WGB Wintergreen Barberry Berberis julianae 24" hgt./cont. symbols/ground covers: �(c DLY A Day Lilly Hemerocallis "Chicago Apache" I gal./cont. at 24" oc at triangular spacing RBS Rubus Rubus pentalobus "Emerald Carpet" I gal./cont. at 36" oc at triangular spacing TREE STAKES: TREES 2" CAL. OR GREATER= 3 STAKES PER TREE TREES 1 3/4" CAL. OR SMALLER= 2 STAKES PER TREE NEW TREE TREE TIES 1/2" RUBBER HOSE W/#12 GALV. WIRE (DOUBLE STRAND TWISTED) RUBBE HOSE 3 - LODGE POLE PINE STAKES - T LONG EQUALLY SPACED AROUND TREE T MINIMUM BELOW GRADE STAKE DEPTH TREE WRAP SECURE W/ CLOTH TAPE TAPE UP TO BRANCH STRUCTURE SET TREE AT ORIGINAL DEPTH 2" ABOVE FINISHED GRADE V 4" PERF PIPE SET 4" ABOVE FINISHED ^$ GRADE TO BASE OF ROOT BALL ROOTBALL STRIP BURLAP AND TIES BACK FROM BALL CROWN �MrRru_F IMPORT TOPSOIL PER NOTES EXCAVATE AREA 2 TIMES DIAMETER OF ROOTBALL. MINIMUM 12" TOPSOIL AROUND ROOTBALL O O EQ PLANT CENTER ROW EQ. SPACING AS NOTED ON O PLAN (TRIANGULAR) SET PLANTS @ ORIGINAL DEPTH @ FINISH GRADE, PRIOR TO SPREAD MULCH. 2" MULCH (TYPE PER SPECS.) FINISH GRADE BACKFILL SOIL MIX (MIX PER SPECS.) EXISTING SUBGRADE TREE PLANTING DETAIL WITH PERF PIPE DETAIL: GROUND COVER PLANTING NO SCALE NO SCALE SITE SPECIFIC NOTES 01 PLANTERS COVERED IN ASPHALT. Remove all asphalt and existing subgrade to 20" depth below finish grad. Dispose of debris off -site. Scarify subgrade and import minimum 18" depth 70-30 topsoil from Corliss Materials per specs. Crown beds to drain. Provide minimum 2" depth mulch per specs after plant material has been installed. 02 SOIL MOIST POLYMERS. All plants to receive "Soil Moist Mycorrhizal Polymers" from JRM Chemical; 800-962-4010. Application of polymers to all trees, all shrubs and all ground cover plant material per product specification. LANDSCAPE CONSTRUCTION NOTES 1. Owner to secure all necessary permits per City of Federal Way requirements. 2. All work performed shall conform with the City of Federal Way, landscape and irrigation requirements, codes and specifications. 3. Locate, protect and avoid disruption of all above and below grade utilities and site features prior to construction. Contractor is responsible for any resulting damages during construction. Call before you dig at 1 (800) 424-5555. 4. Landscape Contractor to maintain site until Final Acceptance. Work to include weeding all beds, mowing lawn, and removing debris from site. 5. Asphalt to be removed 3" from behind extruded curb in planting beds after paving is completed and before plant material is installed. 6. Clean subgrade by removing all undesirable vegetation including grasses, weeds, blackberries, scotch broom and poplar seedlings including roots. Leave subgrade in landscape areas minimum 9" below paving in shrub beds. Remove all debris from site. 7. In all planters previously covered by asphalt, remove all asphalt and additional 18" depth subgrade. Scarify subgrade and import minimum 18" depth 70-30 mix from Corliss Resources; Enumclaw, WA. Topsoil to be minimum 3" below top of finish grade or extruded curbing. In all other planters, provide minimum 6" depth 70-30 mix from Corliss Resources; Enumclaw, WA, 253-891-6680, in all shrub beds. Scarify subgrade by rototilling and add topsoil on surface. Add additional topsoil as needed to contour shrub beds including required berms. 8. Provide minimum 2" depth fine blend hem -fir mulch to all planting beds. Mulch from Sawdust Supply, Kent, Washington. Fill all planting beds to within 1" of top of all curbs and walks. Slope all planting beds and lawn areas to drain. 9. Provide one (1) year warranty for all plant materials and workmanship. 10. Verify all quantities shown on the plant list and plans. If discrepancies exist between the graphic representation and the numeric totals, the graphic representation shall rule. 11. All plant materials to be specimen quality with full, symmetrical trunk and foliage, unless otherwise noted. Fertilize all plantings with "Osmacote 17-7-12" plant granules by Scott. Install 2 cups per tree larger than 3", 1 cup per tree less than 3", 1/2 cup per 5 gal., 1/4 per 2 and 1 gal., 1/8 cup per 6" and 4" pots. Place at base of plant after mulch has been installed. 12. Insure proper drainage of all planting holes prior to installing plant materials. If planting holes do not drain or if heavy clay soils are evident contact landscape architect. 13. Fill all planting beds to within 1" of top of all curbs and walks. Berm all planting beds and lawn areas to drain. 14. Add Soil Moist Polymers from JRM Chemical, Inc.; 1 (800) 962-4010; to all planting holes per manufactures recommendation for manual irrigation. PERMIT N0. APPROVED DATE RESUBMITTED APR 092018 �M N� 0D�LOPW Y emr f— D O^ U) W Q F- 00 r- Lauchlin R Bethune Associates, Inc. ASLA LANDSCAPE ARCHITECTURE & PLANNING, ASLA P.O. Box 1442 Maple Valley,Washington 98038 phone: (425) 432-9877 e-mail : lauch@bethuneassociates. com www.bethuneassociates.com id dL� STATE OF WASHINGTON REGISTERED L0 AR ECT I� LA . HUN R. BETHUNE CERTIFICATE NO. 462 REVISIONS LTCA LLC. 30854 PACIFIC HIGHWAY S. FEDERAL WAY, WASHINGTON LANDSCAPE PLANTING PLAN JOB NO. #217110 SCALE: 1 "=20'-0" SHEET DATE: 03/29/18 DRAWN: LJL CHK: LRB L2.0 COPYRIGHT 2018 LANDSCAPE PLANTING PLAN 0' 10, 20' 40' 80' SCALE: 1 20'41 3 1/2 SQ POST - STANDARD 1" [25MM] S 1 3/8" [35MM] X 1 1/2 U-CH4 INDUSTRIAL DR (2) ENDS POST TOP OPTIONS PICKET OPTION 0 J g z m U ga 0 U_ COPYRIGHT(C) 1998 MASTER—HALCO, INC. ALL RIGHTS RESERVED. MONUMENTAL IRON WORKS FENCE SECTION ELEVATION "I Il MIN DEPTH ' IN: 36" MM: 914 NOTES: 1. METRIC DIMENSIONS ARE NOMINAL EQUIVALENTS TO U.S. DIMENSIONS. WIDTH 2. SPECIFICATIONS SHOWN CAN BE CHANGED BY MASTER-HALCO ONLY. IN: 3. FOOTING WIDTH TO BE (4)X POST WIDTH. 4. RIVETS FACE TO OUTSIDE UNLESS OTHERWISE SPECIFIED. MM: 5. FOR SAFETY, NOMINAL HEIGHT SHOULD BE AT LEAST 7' (2134MM] ABOVE GRADE. FORTIFIER PLUS FENCE — STYLE A NOM 8' SECTION LENGTH — 1" PICKETS NOM HEIGHT (H) 3'-0" [914MM] 3'-6" [1067MM] 4'-0" [1219MM] 5'-0" [1524MM] 6'-0" [1829MM] 7'-0" [2134MM] 8'-0" [2438MM] 9-0" [2743MM] 10-0" [3048MM] JRR DWG: 6- 2 2 0 0 05-08-95 B LAYER: 1 06-01-98 SCALE: 1/2" = 1'-0" PROPERTY LINE CURBING 6-INCH HEIGHT TYPICALLY, WALL HEIGHT MAY VARY PER ADJACENT EX'G GRAVEL/PLANTER GRADE TO 18" HEIGHT. SEE PLANTING PLAN, 1-1.0 FOR PLANTERS 2-INCH DEPTH MULCH AT BASE OF CURBING 6" I TO PROPERTY LINE. 6„ I a � 20 CLo w oz nLij 6' O o- #4 REBAR AT 6-INCH ' 'a . �• ... DEPTH IN FOOTING :. ..;•• .,�_ 12" FOOTING DEPTH 2' FENCE DETAIL SCALE:1/2"=1'-01' FENCE ELEVATION SCALE:1/2"=1'-0" 0' 1' T 4' RESU13MITTED APR 0 9 2010 ERCLPME" i PERMIT NO. APPROVED D 0 U) W Q 00 Lauchlin R Bethune Associates, Inc. ASLA LANDSCAPE ARCHITECTURE & PLANNING, ASLA P.O. Box 1442 Maple Valley,Washington 98038 phone: (425) 432-9877 e-mail : lauch@bethuneassociates. com www.bethuneassociates.com STATE OF WASHINGTON REGISTERED L$ AIE ARCAWECT LAUCHLIN R. BETHUNE CERTIFICATE NO. 462 REVISIONS LTCA LLC. 30854 PACIFIC HIGHWAY S. FEDERAL WAY, WASHINGTON LANDSCAPE FENCING PLAN JOB NO. #217110 SCALE: 1 "=20'-0" DATE: 03/29/18 DRAWN: LJL CHK: LRB COPYRIGHT 2018 SHEET L1.0 w co 0i' DATE LIMIT OF WORK— EX'G ST. TREE-\ (TYP) LANDSCAPE PLANTING PLAN 0' 10' 20' 40' SCALE: 1 "=20'41 NOTE: ALL TREES IN LAWN TO HAVE 2" DEPTH MULCH PER SPECS. ALL SOIL IN PLANTERS COVERED IN ASHPALT TO HAVE IMPORTED 18" DEPTH TOPSOIL PER SPECS. TEMPORARY WATER BASIN 4" BERM, FOR FIRST YEAR o AFTER INSTALLATION 2" MULCH LAYER AFTER SETTLEMENT FINI H GRADE _ q x 4" PERF PIPE I a IMPORTED w TOPSOIL 3 Q PER NOTES 6" TOPSOIL BASE FOR y ROOTBALL TREE STAKES: PLANT MATERIAL LEGEND TREES 2" CAL. OR GREATER= 3 STAKES PER TREE TREES 1 3/4" CAL. OR SMALLER= 2 STAKES PER TREE NEW TREE TREE TIES 1/2" RUBBER HOSE W/#12 GALV. WIRE (DOUBLE STRAND TWISTED) RUBBER HOSE 3 - LODGE POLE PINE STAKES - T LONG EQUALLY SPACED AROUND TREE 2' MINIMUM BELOW GRADE STAKE DEPTH TREE WRAP SECURE W/ CLOTH TAPE TAPE UP TO BRANCH STRUCTURE SET TREE AT ORIGINAL DEPTH ,yv — 2" ABOVE FINISHED GRADE :. 4" PERF PIPE SET 4" ABOVE FINISHED ^Q . GRADE TO BASE OF ROOT BALL ROOTBALL xt . STRIP BURLAP AND TIES BACK FROM BALL CROWN , cr TRGR Ani IMPORT TOPSOIL PER NOTES EXCAVATE AREA 2 TIMES DIAMETER OF ROOTBALL. MINIMUM 12" TOPSOIL AROUND ROOTBALL TREE PLANTING DETAIL WITH PERF PIPE NO SCALE �k INDICATES DROUGHT TOLERANT PLANT MATERIAL Abrev. Common Name Botanical Name Size trees: * RSP Red Spire Pear Pyrus calleryana "Redspire" 1 1/2" cal./B&B-Matched at 6' branch �C ARM Armstrong Maple Acer rubrum "Armstrong" 1 1/2" cal./B&B-Matched at 6' branch shrubs: �C MBB Mentorensis Barberry Berberis x mentorensis �C WGB Wintergreen Barberry Berberis julianae symbols/ground covers: * DLY A Day Lilly Hemerocallis "Chicago Apache" RBS Rubus Rubus pentalobus "Emerald Carpet" O 18" hgt./cont. 24" hgt./cont. 1 gal./cont. at 24" oc at triangular spacing 1 gal./cont. at 36" oc at triangular spacing O EQ PLANT CENTER ROW �-- SPACING AS NOTED ON O PLAN (TRIANGULAR) SET PLANTS @ ORIGINAL DEPTH @ FINISH GRADE, PRIOR TO SPREAD MULCH. 2" MULCH (TYPE PER SPECS.) FINISH GRADE BACKFILL SOIL MIX (MIX PER SPECS.) EXISTING SUBGRADE DETAIL: GROUND COVER PLANTING NO SCALE SITE SPECIFIC NOTES PLANTERS COVERED IN ASPHALT. Remove all asphalt and existing subgrade to 20" depth below finish grad. Dispose of debris off -site. Scarify subgrade and import minimum 18" depth 70-30 topsoil from Corliss Materials per specs. Crown beds to drain. Provide minimum 2" depth mulch per specs after plant material has been installed. 02 SOIL MOIST POLYMERS. All plants to receive "Soil Moist Mycorrhizal Polymers" from JRM Chemical; 800-962-4010. Application of polymers to all trees, all shrubs and all ground cover plant material per product specification. LANDSCAPE CONSTRUCTION NOTES 1. Owner to secure all necessary permits per City of Federal Way requirements. 2. All work performed shall conform with the City of Federal Way, landscape and irrigation requirements, codes and specifications. 3. Locate, protect and avoid disruption of all above and below grade utilities and site features prior to construction. Contractor is responsible for any resulting damages during construction. Call before you dig at 1 (800) 424-5555. 4. Landscape Contractor to maintain site until Final Acceptance. Work to include weeding all beds, mowing lawn, and removing debris from site. 5. Asphalt to be removed 3" from behind extruded curb in planting beds after paving is completed and before plant material is installed. 6. Clean subgrade by removing all undesirable vegetation including grasses, weeds, blackberries, scotch broom and poplar seedlings including roots. Leave subgrade in landscape areas minimum 9" below paving in shrub beds. Remove all debris from site. 7. In all planters previously covered by asphalt, remove all asphalt and additional 18" depth subgrade. Scarify subgrade and import minimum 18" depth 70-30 mix from Corliss Resources; Enumclaw, WA. Topsoil to be minimum 3" below top of finish grade or extruded curbing. In all other planters, provide minimum 6" depth 70-30 mix from Corliss Resources; Enumclaw, WA, 253-891-6680, in all shrub beds. Scarify subgrade by rototilling and add topsoil on surface. Add additional topsoil as needed to contour shrub beds including required berms. 8. Provide minimum 2" depth fine blend hem -fir mulch to all planting beds. Mulch from Sawdust Supply, Kent, Washington. Fill all planting beds to within 1" of top of all curbs and walks. Slope all planting beds and lawn areas to drain. 9. Provide one (1) year warranty for all plant materials and workmanship. 10. Verify all quantities shown on the plant list and plans. If discrepancies exist between the graphic representation and the numeric totals, the graphic representation shall rule. 11. All plant materials to be specimen quality with full, symmetrical trunk and foliage, unless otherwise noted. Fertilize all plantings with "Osmacote 17-7-12" plant granules by Scott. Install 2 cups per tree larger than 3", 1 cup per tree less than 3", 1/2 cup per 5 gal., 1/4 per 2 and 1 gal., 1/8 cup per 6" and 4" pots. Place at base of plant after mulch has been installed. 12. Insure proper drainage of all planting holes prior to installing plant materials. If planting holes do not drain or if heavy clay soils are evident contact landscape architect. 13. Fill all planting beds to within P of top of all curbs and walks. Berm all planting beds and lawn areas to drain. 14. Add Soil Moist Polymers from JRM Chemical, Inc.; 1 (800) 962-4010; to all planting holes per manufactures recommendation for manual irrigation. PERMIT N0. APPROVED DATE RESUBMIT TED APR 0 9 2013 COWAWj�D ifl?mE,,;, D O U) W Q 00 T_ Lauchlin R Bethune Associates, Inc. ASLA LANDSCAPE ARCHITECTURE & PLANNING, ASLA P.O. Box 1442 Maple Valley,Washington 98038 phone: (425) 432-9877 e-mail : lauch@bethuneassociates. com www.bethuneassociates.com STATE OF WASHINGTON REGISTERED LANDCUOaE ARClllNECT LAUCHUN R. BETHUNE CERTIFICATE NO. 462 REVISIONS LTCA LLC. 30854 PACIFIC HIGHWAY S. FEDERAL WAY, WASHINGTON LANDSCAPE PLANTING PLAN JOB NO. #217110 SCALE: 1 "=20'4' DATE: 03/29/18 DRAWN: LJL CHK: LRB COPYRIGHT 2018 Zoning / Building Code Notes PER 04.12.2017 - Revision No. 3 Tenant Improvement & Remodel for LTCA LLC 30854 Pacific Highway South Federal Way, Washington Scope of Work: - Tenant Improvement & Exterior Upgrade (New Siding) LTCA, LLC - 29727 491h Place South - Federal Way, Washington 98011 ZONE: - Community Business (BC) CONSTRUCTION TYPE: - Type VB ©- No. 3 3 CODE REFERENCES: - 2015 International Building Code (IBC/IEBC), Accessibility Code ICC/ANSI A117.1, 2015 IMC, IPC, UPC, OFGC, IFC & Washington State Energy Code, all State Amendments & all other applicable Codes as adopted or excluded b r the Citv of Federal Way. OCCUPANCY/USE: A • No. 3 3 - EXISTING/PREVIOUS: B-BUSINES S-2 STORAGE & F-2 LOW HAZARD FABRICATION - PROPOSED/EXISTING: B-BUSINES , S-2 STORAGE & F-2 LOW HAZARD FABRICATION AREAS: A - No. 3 J FIRST FLOOR ROOM NO. AREA OCC JTCC L D FACTOR OCC LOAD Office 102 4,230 s.f. B 1 / 100 s.f. 42 Common Area 101, 104, 106, 107, 110, 111 1,447 s.f. B n/a n/a Storage 105 2.248 s.f. S-1 1 / 300 s.f. 8 Storage 109 3,546 s.f. S-1 1 / 300 s.f. 12 Shop 113 & 114 1,062 s.f. S-1 1 / 300 s.f. 4 Shop 115 & 116 3,932 s.f. F-1 1 / 100 s.f. 38 First Floor Total 16,456 s.f. - 104 SECOND FLOOR ROOM NO. AREA OCC LOAD FACTOR OCC LOAD Office 201 —222 4,087 S.F. 1 per 100 s.f. 41 Total Number of Occupants — Both Floors 145 larcel Numbers / Le al Description / Areas 7853600220 SALONO HEIGHTS ADD LESS POR FOR RD & LESS C & M RGTS 26,393 S.F. 7853600226 SALONO HEIGHTS ADD LESS N 20 FEET & LESS POR FOR RD 20,811 S.F. 7853600141 SALONO HEIGHTS ADD W 150 FT LESS C & M RGTS 15,000 S.F. 7853600145 SALONO HEIGHTS ADD S 75 FT LESS C & M RGTS 11,100 S.F. 7853600146 SALONO HEIGHTS ADD S 75 FT LESS C & M RGTS 18,700 S.F. PLUMBING FIXTURES: _ Area Required: WATER CLOSETS 145 OCCUPANTS: -1 WATER CLOSET IS REQUIRED PER 25 FOR THE FIRST 50 FOR THE FIRST 125 = 2 - PLUS 1 PER 50 FOR THE REMAINDER EXCEEDING 50 OR 95 _ 50 = 2 - TOTAL NUMBER OF WATER CLOSETS = 4 Provided: (6) WATER CLOSETS: - (4) ON THE 1st FLOOR @ TOILET ROOMS 106, 107, 110 & 111 - (2) ON THE 2nd FLOOR @ TOILET ROOMS 218&219 LAVATORIES 145 OCCUPANTS: (6) LAVATORIES: - 1 PER 40 FOR THE FIRST 80 = 2 - PLUS 1 FOR 80 FOR THE REMAINDER - (4) ON THE 1st FLOOR & EXCEEDING 80 OR 65 _ 80 = 1 - 2 ON THE 2nd FLOOR DRINKING 145 OCCUPANTS: - (1) DRINKING FOUNTAIN IS FOUNTAINS - 1 DRINKING FOUNTAIN IS REQUIRED PER 100 PROVIDED ON THE 1st FLOOR @ HALL 104 & DRINKING WATER IS PROVIDED ON THE 2"d FLOOR @ ROOM 221 VIA THE BARRIER FREE ACCESSIBLE SINK SERVICE SINKS ONE SERVICE SINK IS REQUIRED ONE SERVICE IS PROVIDED ON THE 1st FLOOR IN ROOM 105 URINALS SEE NOTE 2 BELOW 1st FLOOR: (1) URINAL IS PROVIDED @ TOILET ROOM 110 & (1) @ Ill 2nd FLOOR: ONE URINAL IS PROVIDED IN MENS ROOM 218 NOTES: 1) TOILET IN PRIVATE OFFICE 212 IS NOT USED FOR REQUIRED FIXTURES CALCULATION PER TABLE 2902.1, 2015 IBC 2) URINALS PROVIDED ARE NOT USED IN THE REQUIRED FIXTURES CALCULATIONS. 04.12.2017 PER - REVISION NO. 3 1. ALL WORK SHALL CONFORM TO REQUIREMENTS OF THE 2015 INTERNATIONAL BUILDING CODE (IBC/IEBC), ACCESSIBILITY CODE ICC/ANSI A117.1-2009, IFC 2015, 2015, 1MC 2015, NEC 2014 IECC 2015 AND STATE BUILDING CODE, AND ALL OTHER APPLICABLE CODES AND AMENDMENTS AS ADOPTED OR EXCLUDED BY THE CIT OF FEDERAL WAY. 2. THE SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED TO BE CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING THEM, OR THEIR EXACT MEANING, THE ARCHITECT SHALL BE CONTACTED FOR CLARIFICATION. 3. OWNER OR AGENT SHALL SUBMIT FOR BUILDING PERMIT. 4. ALL FRAMING MEMBERS SHALL BE SO ARRANGED AND SPACED AS TO PERMIT INSTALLATION OF PIPE CONDUITS AND DUCTWORK WITH A MINIMUM OF CUTTING. 5. CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACES, BACK-UP PLATES, AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL WALL MOUNTED OR SUSPENDED STAIR RAILINGS, CASEWORK, TOILET ROOM ACCESSORIES, MECHANICAL, ELECTRICAL, PLUMPING, OR MISCELLANEOUS EQUIPMEN 6. INSTALL METAL CORNER BEADS AT ALL EXPOSED WALLBOARD EDGES. INSTALL CASING BEADS WHEREVER GWB, PLASTER, ETC. ABUTS A DISSIMILAR FINISH MATERIAL & PROVIDE SEALANT AS REQUIRED. 7. ALL COLORS, FINISHES, TEXTURES, ETC. AS DIRECTED BY OWNER AND/OR ARCHITECT. 3 8. ALL FIRE RATED ASSEMBLIES SHALL BE ICBO OR UL APPROVED AND PROVIDED AS INDICATED ON THE APPROVED DRAWINGS. ANY PENETRATIONS AT THE FIRE RESISTIVE ASSEMBLIES SHALL BE SEALED WITH UL APPROVED FIRE STOPPING . SEE DRAWINGS FOR FIRE STOPPING DETAILS. O - No. 3 9. FURNISH AND INSTALL EMERGENCY LIGHTING. IN NO CASE SHALL THE LIGHTING LEVEL BE LESS THAN ONE -FOOT CANDLE AT FLOOR LEVEL IN ALL HALLWAYS. VERIFY MODIFICATIONS TO EXISTING SPACES(S) IF NECESSARY. 10. ALL EXIT SIGNS SHALL HAVE 6" HIGH LETTERS IN ACCORDANCE WITH LOCAL CODES OR SHALL CONFORM TO IBC REQUIREMENTS. LUMINANCE ON SIGN SHALL BE! LUX. ILLUMINATED EXIT SIGNSTO HAVE RESERVE POWER. 11. ALL DOOR SIZES SHOWN ON THE DOOR SCHEDULE ARE OPENINGS SIZES. ALL DOORS AND FRAMES SHALL BE REINFORCED WHERE REQUIRED FOR CLOSERS, STOF HARDWARE, ETC. 12. DOORS IN RATED WALLS SHALL CONSIST OF SELF-CLOSING/LATCHING ASSEMBLIES WITH SMOKE & DRAFT SEALS AT HEAD & JAMB. DOOR ASSEMBLY RATINGS SHf BE COMPATABLE WITH WALL RATING [PER IBC]. 13. EXIT REQUIREMENTS: a. ALL LEGAL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT AND SHALL HAVE SIGN! POSTED READING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" . b. CONTRACTOR SHALL PROVIDE TEMPORARY EXITS SIGNS TO ASSURE A MEANS OF EGRESS DURING CONSTRUCTION, AS MAY BE NECESSARY. c. DOORS EQUIPPED WITH PANIC HARDWARE SHALL BE OPERABLE WITH A MAXIMUM FORCE OF 15 LBS. APPLIED IN THE DIRECTION OF EGRESS TO THE BAF d. CLOSING SPEED: DOOR CLOSERS SHALL ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OF TWELVE (12) DEGREES SHALL BE FIVE (5) SECONDS MINIMUM. [ACC/ANSI 117.1 2009 404.2.7.1] e. OPENING FORCE: FIRE DOORS SHALL THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE FORCE FOR PUSHING OR PULLING OPEN DOORS OTHER THAT FIRE DOORS SHALL BE FIVE (5.0) POUNDS FOR INTERIOR HINGED DOORS [ICC/ANSI 117.1] 14. BARRIER FREE ACCESS REQUIREMENTS : NEW CONSTRUCTION SHALL COMPLY WITH BARRIER FREE REQUIREMENTS AND SHALL BE IN COMPLIANCE WITH 201 IBC CHAPTER 11 AND ICC/ANSI A117.1 15. MECHANICAL SYSTEM SHALL COMPLY WITH 2O15 IMF a. SCOPE OF WORK: DESIGN OR EXTEND THE EXISTING SYSTEM TO ACCOMMODATE THE ADDED TENANT SPACE. DIFFUSERS/RETURNS ANSD DUCTS AS NECESSARY. b. VERIFY ALL REQUIREMENTS WITH OWNER. c. COORDINATE NEW AND EXISTING EQUIPMENT d. BALANCE SYSTEM, PROVIDE REPORT. e. CONTRACTOR IS RESPONSIBLE FOR OBTAINING REQUIRED PERMITS f. MECHANICAL SYSTEM SHALL COMPLY WITH THE WASHINGTON STATE ENERGY CODE REQUIREMENTS PER IBC CHAPTER 12 and WESC 3 g. SEE DESIGN BY ROBISON ENGINEERING, INC. INCLUDED AS PART OF REVISION No. 3 Z416. UMBING SHALL COMPLY WITH 2O15 UPC a. REVIEW EXISTING PLUMBING SYSTEM TO ASSURE A COMPLETE OPERATIONAL SYSTEM b. VERIFY ALL REQUIREMENTS 3 c. CONTRACTOR IS RESPONSIBLE FOR OBTAINING REQUIRED PERMITS. d. SEE DESIGN BY ROBISON ENGINEERING, INC. INCLUDED AS PART OF REVISION No. 3 17. CTRICAL SYSTEM SHALL BE "BIDDER/DESIGN". a. SCOPE OF WORK: ADD NEW LIGHTING SYSTEM TO THE ADDED TENANT SPACE INSTALL NEW AND/OR RELOCATE EXISTING LIGHT FIXTURES AS NECESSAR b. VERIFY ALL REQUIREMENTS WITH OWNER. c. COORDINATE NEW AND EXISTING EQUIPMENT AS REQUIRED. CONTRACTOR IS RESPONSIBLE FOR OBTAINING REQUIRED PERMITS e. LOCATION OF ELECTRICAL EQUIPMENT, LIGHT FIXTURES, EXIT SIGNS, AS INDICATED ON THE PLANS, IS CONCEPTUAL. FINAL LOCATIONS) SHALL BE BAS [>Cd, ON THE ACCEPTED ELECTRICAL SUBCONTRACTORS DESIGN. f. SEE DESIGN BY ROBISON ENGINEERING, INC. INCLUDED AS PART OF A - No. 3 18. MODIFCATIONS OF EXISTING FIRE ALARM SYSTEM SHALL BE "BIDDER/DESIGN". a. VERIFY ALL REQUIREMENTS WITH OWNER AND FIRE MARSHALL, b. COORDINATE NEW AND EXISTING EQUIPMENT c. SUBMIT DRAWINGS AND CALCULATIONS FOR APPROVAL AS REQUIRED BY THE CITY. 2 d. CONTRACTOR IS RESPONSIBLE FOR OBTAINING REQUIRED PERMITS 19. DELETED A- No. 3 a. DELETED 3 b. DELETED c. DELETED 20. OORDINATION OF SECURITY SYSTEM. a. PROVIDE SECURITY SYSTEM COORDINATED WITH EXISTING AS DIRECTED BY OWNER. b. SUBMIT DRAWINGS AND CALCULATIONS FOR APPROVAL AS REQUIRED BY THE CITY. c. CONTRACTOR IS RESPONSIBLE FOR OBTAINING REQUIRED PERMITS 21. PROVIDE FIRE EXTINGUISHERS AS REQUIRED, VERIFY PLACEMENT AND REQUIREMENTS WITH THE FIRE MARSHAL. 22. THESE DRAWINGS AND SPECIFICATIONS DO NOT INCLUDE THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY THE SAFETY, CARE OF ADJACENT PROPERTY DURING CONSTRUCTION, COMPLIANCE WITH STATE AND FEDERAL REGULATIONS REGARDING SAFETY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. FIELD VERIFY ALL EXISTING CONDITIONS & DIMENSIONS. REPORT DISCREPANCIES TO ARCHITECT AND/OR OWNER. Area of Work 30854 Pacific Hwy S. Federal Way, WA 98003 Federal Way Steel Lake HS 308th ST Park ark ake 312th ST rn rn T 1-5 320th ST VICINITY MAP N NOT TO SCALE �-- V NLO C)U d' co Q 00 co co 0)00 a WsM�c 0 .� Co M� O Z�N tz V� LU co Ri V z w z -_ U o¢ LU V) O w w J J O 0 w Z w Z a a U) X LU w O ro N o N ' 0 N 0 0 0 0 M C 0 0 J C � J � 23 v U � J LO&_ O 10 M (D E LL U 0 � 0 a � W W W R;�USMI c 3 D 2017 �U OF -AY U) OPU .1 .lob No.: 2555.00 Drawn: KKH Checked: ME H Date: 04-17-17 Sheet: CS1.0 X -0D-0 m Xom C L_�K CI? n C ODr—;0 W " O n CDW D O � O Jz�� W =:�o 00 o EXISTING EDGE OF PACIFIC HWY ROADWAY EXISTING PLANTER WITH TREES 0 i 0 N EXISTING CONCRETE CURBCUT li D O o 00 0 PED = CONNECTOR _U LL U aPLANTERS — EXIST'G TREES APPROX. LOC. BENCH — PROPOSED 'PUBLIC' PLAZA -- BACK OF EXISTING CONCRETE SIDEWALK - 0 0I 0 2 =BIKERACK EXISTING PLANTER WITH TREES REQUIRED 5' LANDSCAPING STRIP — EXISTING CONCRETE CURBCUT EXISTING CONCRETE CURBCUT NOTE 1: GATE AT NORTH TO BE 20' WIDE MIN. IN OPEN POSITION. ADD SIGN TO GATE: 'THIS GATE TO REMAIN OPEN DURING BUSINESS HOURS' GATE TO HAVE 'KNOX BOX' GREAT FLOORS REQUIRED 5' LANDSCAPE STRIP TRASH & RECYCLING 20'Wxl 5' C C 1 2 3 4 5 6 7 9 42 43 44 DRIVEWAY o -7�6" o STALLS COMPACT STRIPE ^Co T -- 77SF. - o0 FREE STALLS & 8'-107/" BARRIER -FREE `" �8'x16' COMPACT CURB CUT T STALL 132SF. C C 10 11 12 13 14 15 16 17 18 C � 19 PL N 8' 8' r -- 25'-0' r -- 25'-0" ---►� REQUIRED 5' LANDSCAPING STRIP PARKING: OFFICE: 8,317 S.F. @ 1 STALL / 100 S.F. = 28 STALLS WAREHOUSE: 10,788 S.F. @ 1 STALL / 1,000 S.F. = 11 STALLS TOTAL REQUIRED = 39 STALLS TOTAL PROVIDED = 41 STALLS INCLUDING 5 COMPACT STALLS 34 STANDARD STALLS 2 BARRIER FREE ACCESSIBLE LANDSCAPING: = EXIST'G TREES (LOCATION APPROXIMATE) = NEW TREES (LOCATION APPROXIMATE) SEE LANDSCAPE L1.0 = LANDSCAPING: 5' WIDE Q PERIMETER STD. STALLS ARE 9'x18' NEW WROUGHT IRON COMPACT STALLS ARE 8'x16' TO 18' FENCE & GATES SERVICE YARD NO I FUTURE CANOPIES UNDER DEFERRED REVIEW/PERMIT. DESIGN TO FOLLOW NEW CYCLONE FENCING COATED BLACK 34 1 35 1 36 1 37 1 38 1 39 1) 40 1 41 �— k 137SF. PARCEL # 7853600141 89SF. �1 SF. 196SF. N z SEE NOTE 1, 3 2 THIS SHEET PARCEL # 7853600226 65SF. _ LOT LINES E GTE —� NEW FENCE @ PROPERTY PERIMETER PLANTING OUTDOOR MECH. UNITS - SEE MECH. 2 LTCA, LLC BUILDING 30854 PACIFIC HIGHWAY SOUTH Ili L/ 17'-0" 17''-0" -N F EXISTING ASPHALT - BUCKY'S EXISTING CONCRETE DRIVEWAY 17'-0" NEW GATE � 265'-6" EXISTING CONCRETE DRIVEWAY SOUTH 310TH STREET 8'-0" 8'-0" 8'-0" PARKING MAN'G PARKING STALL AREA STALL o EXIST'G EXIT i PARKING PARKING U J x W N ................ z �+ •'•'•'•'•'•'.'•'•'•'•'•'.'.'• • •' CD - N SIDE SLOPES ® 1:10 ......... 4 i- Q Z ........... :.:.:.:.:.:.:.:.:.:.:.:...:.:....... o X w o •:•;.;.;.; :•;•;.;.;.....: .... w o MIN. BLDG. LINE •. •••.•.•. •.•.•.•.•... ..................... 4' ------- --- — `- MANDOOR, TYP. PARCEL PARCEL # 7853600146 # 7853600220 o O 0 N NEW WROUGHT IRON NEW CYCLONE FENCING FENCE & GATES COATED BLACK EXISTING COMMERCIAL — END OF EXISTING CONCRETE SIDEWALK ASPHALT DRIVEWAY SITE PLAN_ N SCALE: 1" = 20'-011� 150'-0" BARRIER FREE/ ACCESSIBLE PARKING SCALE: 1" = 10'-0" 35'-0" x 0 i Ln N EXIST'G / STORAGE BUILDING RECYCLE o SAND TRASH / ENCLOSURE EXIST'G RESIDENCE (APPROX. LOCATION) EXISTING DRIVEWAY EXISTING CONCRETE SIDEWALK & CURB EXISTING EDGE OF I ASPHALT DRIVEWAY PARCEL # 7853600140 EXIST'G ASPHALT DRIVEWAY _ —i NEW GATE PARCEL # 7853600145 146'-0" EXISTING EDGE OF ASPHALT ROADWAY ASPHALT DRIVEWAY ASPHALT DRIVEWAY NV) OV Qv� V� III�M�C � 0 Cu co .13 m N LU m O O O V M C� z Lu o w w z U- U Oul w Q W N CJ ~Q V) z r g J J U O U O co � a a (1) (1) LLI Q r o N r N 0 o CO) 0 Z N (h C 6,03 to m U' N U 0 U a� J LO c� O � M U. m o Z a W F_ Rev$ 0 0 AUG 30 2017 M NT-J� a R whY Job No.: 2555.00 Drawn: KKH Chocked: M E H Date: 04-17-17 Sheet: CS2.0 CF r I CG in n 9'--,V»n `�' /\ 5 / n nn n NO rn. n n n n n 204' - 3%2„ 14'-8%" 17'-4" 14'-10%4" 8'-9y4 3'-7" 5'-O" 17'-7" 13'-6" 13'-11" 14'-Oy» 14'-5" 17'-0%4" 15'-9Y2,. 16'-0° EXISTING CANOPY TO BE REMOVED o — 0 EXIST'G - - - -- - - I OPEN'G I I N REMOVE EXISTING STAIRSpq I I I I I I I I I I I I Lj — I N � I � sN— II I UP LIFT I I I I N o I NOTE 1 o_ N (D 0 rn 0o I N I I ( I I REMOVE EXISTING STAIRS - _ II I I I I 2 E i I I N I � I I I I I I I I I I I FIRST FLOOR DEMO PLAN SCALE: 1 /8" = 1 '-0" NOTE 1: NEW STAIR SHOWN FOR REFERENCE LEGEND: , m Dj EXIST'G TO REMAIN EXIST'G TO BE REMOVED NEW CONSTRUCTION EXIT SIGN WITH RESERVE POWER & EMERGENCY EGRESS LIGHTING (SEE GENERAL NOTE 10) EMERGENCY PATHWAY LIGHTING 100 CFM EXHAUST FAN O VENT TO ATMOSPHERE 2x4 SUSPENDED ACOUSTICAL CEILING 2'x4' LIGHT FIXTURE O RECESSED CAN LIGHT N RETURN AIR ® SUPPLY AIR 0 DUPLEX OUTLET # 4—PLEX OUTLET 0 DATA OUTLET }� SPECIAL POWER VERIFY W/EQUIP. SUPPLIER LIGHT SWITCH F%0 ^ W �N� OV o t o N �bo _m W-ZM� Cl) W� O Co • W Cz � r� Z z w _ � o= a w 10 W oLu � U O w O z 0 a w o N O O Z N C 6.2 �0) r U r� Co J a 3: It Lo � CD o eM N U c LL � O a O � Z 0� a LL 0 � �W R��Q18�1�-j. 0 m AUG� 0 2017 Job No.. - Drawn: KKH Checked: ME Date: 02-24-17 Sheet: D1.1 SECOND FLOOR DEMO PLAN' N SCALE: 1 /8" = 1'-0" NOTE 1: AREA TO BE INFILLED NOTE 2: NEW STAIR SHOWN FOR REFERENCE LEGEND: EXIST'G TO REMAIN EXIST'G TO BE REMOVED NEW CONSTRUCTION �I EXIT SIGN WITH RESERVE POWER & EMERGENCY EGRESS LIGHTING (SEE GENERAL NOTE 10) EMERGENCY PATHWAY LIGHTING p❑ 100 CFM EXHAUST FAN O VENT TO ATMOSPHERE 2x4 SUSPENDED ACOUSTICAL CEILING i 2'x4' LIGHT FIXTURE O RECESSED CAN LIGHT RETURN AIR ® SUPPLY AIR DUPLEX OUTLET # 4-PLEX OUTLET DATA OUTLET }} SPECIAL POWER VERIFY W/EQUIP. SUPPLIER LIGHT SWITCH �Fw V v L, N � O Q �� V U � 0 v- to Co co O 00 o. m':� W o m � .V z o� o W F- �_ z N 0 _ C7 U Q O W H � � H � N LL w O % LLI rT U O w z O a w w N N O O z N C 6.2 N rm Q cu �- cu C3 LO oa) M O c u- o o a a 0z u- a 0 O Z� OW UA �Sr M1Tr "a� Ep �AUG 3 0 2017 ID OF FEQER� W Ay J ob No.: 2 ,Ibb Drawn: KKH checked: M E H Date: 02-27-2017 Sheet: D1.2 3 3 3 3 r��j 209 C Room Finish Schedule R��=p�ro_RryNa3 FIRST FLOOR 3 No. Room Floor Base Walls Ceiling Height OCC Finish Rating Notes 101 LOBBY TILE TILE N✓B Gwe VARIES B A xo7e 1: 6" VINYL BASE INTEGRAL W/THE VINYL FLOOR. MEfAL`)'TRIM 70P OF BASE NOTE 2: 102 FUTURETENANT TBD CPT �D WOOD GWB GWB TBD N/A TBD VARIES B B C A 103 STAIR 304 HALL CPT RUBBER GWB SAC 8'-0" B A 105 STORAGE EXISf'G �D GWB SAC 5-1 � P-LAM WAINSCOT T056"AFF, W/MEfAL'J'TRIM@TOP SO6 HENS TOILET VINYL Note GNB w( GWB S'-O�� B C ws - NOTE 3: 107 WOMEN'S TOILET VINYL Note 1 �aez 6NB / GWB 8'-0" g � W 5 -Note 2 PROVIDE TWO LAVERS OF �"rPE �X'GWB NOTE PROVIDE RUBBER REDUCER 108 Not Used - 109 STORAGE IXLST'G TBD GWB IXIST'G IXIST'G S-1 C 110 TOILET VINYL Note GNB w/ GWB 8'-O" B C W/S -Note 2 STRIP � VINYL/CARPET NOTE 5: 111 7oReT VINYL Note �`n+B w/ GWB 8'-0" B C W 5 - Note 2 THE LEADING EDGE OF THE TREAD SHALL HAVE VISUAL corvrw+s7 of oartK-Orv-L[GMr � LIGHT- ON- DARK, PER ICC A117.1-2009 AND 2015 �� Iou.s.s 112 Not Used Not Used Not Used Not Used Not Used Not Used - - 113 70015 EXISTG IXISi'G EXISPG EXISTG IXIST'G S-1 C 114 TOOLS EXIST'G EXIST'G EXIST'G IXIST'G IXIST'G S-t � 115 SHOP IXISPG N/A Note 3 Note 3 EX[ST'G F-1 � 116 SHOP F�(IS7'G N/A EXIST'G IXIST6 EXIST'G F-1 C SECOND FLOOR No. Room Floor Base Walls Ceiling Height OCC Finish Rating Notes 201 RECEPTION CARPET RUBBER G�NB TBD TBD B C NOTE 1: 6"viNVL BASE INTEGRAL W/THE VINYL FLOOR. MEfAL'J'TRIM @ TOP OF BASE NmEZ. 202 FILES lBD �D GWB TBD TBD B C 203 �NAT�:NG CPT RUBBER GWB 7BD TBD B C 204 CONFERENCE CPT RUBBER GWB 7BD TBD B C 205 STORAGE EXIS!'G TBD GWB 18D TBD B C �-�M WAINSCOT T056"AFF, / METAL �J' TRIM @TOP NOTE 3: PROVIDE OF �"T�'PE `X'GWB NOTE 4' PROVIDE RUBBER REDUCER 206 OFFICE VINYL Note 1 GWB TBD 7gp g � 207 OFFICE VINYL Note 1 GWB TBD TBD B C 208 OFFICE iBD TBD GWB 7BD T$D B C 209 ELEC/MECH IXIST'G TBD GWB GWB g'-�" g � 210 OFFICE VINYL Note GWB TBD TBD B C 211 OFFICE VINYL Note 1 GWB TBD 1'gD B � STRIP @VINYL/CHRPEf NOTE 5: THE LEADING EDGE OF THE TREAD SHALL HAVE VISUAL CONTRAST OF DARK -ON -LIGHT �R LIGHT -ON -DARK, 212 OFFICE CARPET RUBBER GWB �� B C 213 Not used Not used Not used Not used Not used Not used 214 PRIVATE TOILET VINYL NOTE 1 6W6 GWB $'-O" B C 215 WORKROOM CPT RUBBER GWB 1BD TBD g � 216 LIBRARY CPT RUBBER GWB TBD TBD g � PER ICC A117.1-2009 AND 2015 [BC 1011.5.5 2ll HALL CPT RUBBER GWB GWB S'-0" B C 238 HENS TOILET VINYL Note1 GlhB w/ GWB 8'-0" B C W/S -Nate 2 219 WOMEN'S TOILET VINYL Note mow/ GWB 8'-0" B C WS- Note 220 HALL CARPET RUBBER GWB GWB 8'-0" B C 221 BREAK ROOM CARPET RUBBER GWB GWB 8'-0" B C NYL 222 SUPPLIES CARPET RUBBER GWB GWB 8'-0" B C 223 STAIR RUBBER Now 5 RUBBERGWB GWB VARIES B A ABBREVIATIONS: CPT = Door Schedule PER 09.12.201If Rev. No. FIRST FLOOR No. ROOM SIZE DOOR FRAME NOTES/ABBREVIATIONS: MAT'L CORE FINISH RAT'G MaT'L FINISH Hardware 101 101 PR 3'-O" X 7'-0" X 2" AUGL - AL/GL - AL BRUSH Note 1, NOTE 1: LOBBY ALUM 3 & 11 VERIFY OPENING SIZE & 102 1�2 PR HM INSUL PNT HM PNT Notes 3, & CONDITION TENANT 3'-0" X 7'-0" X 13/a" 11 STOREFRONT: 103 i43 PR 3'-0" X 7'-0" X 2" AUGL - AUGL - AL BRUSH NOT USED NREC RATED ASSEMBLY, U = FUTURE TENANT ALUM 038, SHGC = 0.40 Q 104 3'-0" x 7'-0" x 13/a" HM INSUL PNT HM PNT Notes 3, NOTE 2: HALL & 11 3" x 33"VISION PANEL 1 5 105 3'-0" x 7'-0" x l%a` HM INSUL PNT HM PNT Notes 3, NOTE 3: STORAGE & 11 PROVIDE KEYED TACK 1 6 106 3'-0"x 7'-0"x 13/a" WD SC SfN - WD STN Note NOTE 4: MEWS TOILET 4 & 11 PROVIDE PRIVACY LOCK 107 3'-0"x 7'-0" x 13/a" WD SC SfN - WD STN Note �OMEN5 TOILET 4 & 11 VERIFY SIZE, MOUNTING, AND HARDWARE REQUIREMENTS Y04 3'-O" x 7'-0" x 13/a" HM INSUL PNT 45 HM PNT Notes FOR RELOCATING EXISTING NB6L MIN 10 & it SLIDING DOOR. 09 Not �� - - - - - - Not Used PROVIDE SOLID BLOCKING AT 130 i30 3'-0" x 7'-0" x 1%a" HM SC PfYT - HM PNT Note it HEAD OF DOOR AS REQ'D TOILET NOTE 6: 111 11Y 3'-0"x 7'-0"x 13/a" HM SC PIYi - HM PNT Note ii OH DOOR TO BE TOILET 112 Not Used - - - - Not Used INSULATED: R-5 MIN. NOTE 113 113 3'-0" x 7'-0" x 1'/a" - - - - - - Note 7: STORAGE EMST'G 8 & 11 METAL IXTERIOR DOORS TO 114 114 3'-0"x 7'-0"x 13/a" V v V �LU� EXISTING O.H. TO REMAIN -. w-.wwwwwww FIRST FLOOR PLAN SCALE: 1/8" = 1'-0" �- WALL TYPE 6: CONTRACTOR OPTION: GA FILE NO. WP 1058 GA-600-2015 FIRE RESISTIVE DESIGN MANUAL 3 115 SHOP UNHEATED EXT. WALL WALL CONST: • 8" EXIST'G CMU o WALL ti ,J. F SOUTH WALL - GRID@K ❑ 2 NORTH WALL - GRID© ❑❑ 131 WEST WALL - GRIDQ ® INTERIOR WALL - GRID® a EXTERIOR WALL © INTERIOR WALLS a 8 UPPER FLOOR GRID GRID GRID WALL CONST: OFFICE AT • 5/8" GWB ®OFFICE • NEW INSULATION R-21 GRID ITEM 14-1.3 IBC 2015 TABLE 721.1 (2) WALL CONST: •HARDIE PLANK SIDING FLOORING PER SCHEDULE _ GYP CRETE EXIST'G OR NEW OVERLAYMENT SIDE SIDE 2x4 WOOD STUDS @ 24" • WATER RESISTANT BARRIER • EXIST'G STUD WALL 3x T&G DECKING REMOVE EXIST'G SIDING WALL CONST: REMOVE EXISTG SIDING • EXISTG PLYWD @THE ROOM 226 SIDE W/GWB REMOVE EXISTG SIDING O.C. w/5/8" TYPE 'X' GWB EACH SIDE APPLIED PLYWD INTERIOR 1/2' • 2x6 STUDS @ 16" O.C. REPAIR EXIST'G PLYWD, • HARDIE REVEAL PANELS OVER IT VERTICAL OR HORIZ. • R-21 INSUL. AS REQ'D (0/(E) CMU) REPAIR EXISTG PLYWD, AS REQ'D REPAIR EXIST'G PLYWD, AS REQ'D NAILED W/6d COOLER • PLYWD. INT. • WATER RESISTIVE BARRIER OR WALLBOARD NAILS WALL CONST: 9 . 8" CMU (E) WALL CONST: WALL CONST: 7" O.C. w/END JOINTS • HARDIE REVEAL PANEL SIDING • 2x FURRING • HARDIE REVEAL PANEL SIDING • HARDIE REVEAL PANEL SIDING ON NAILING MEMBERS. • WATER RESISTIVE BARRIER . INSULATION • WATER RESISTIVE BARRIER . WATER RESISTIVE BARRIER STAGGER JOINTS EACH • PLYWD (E) AND/OR NEW . 5/8" GWB @ 2ND FLOOR • PLYWD (E) AND/OR NEW • EXIST'G STUD WALL & INTERIOR SIDE • 2x6 STUDS ® 16" O.C. (E) =� OFFICES & 1ST FLOOR LOBBY • 2x6 STUDS ® 16" O.C. (E) FINISH TO REMAIN FILL CAVITY w/R-21 • INSULATION • INSULATION BATT INSULATION • 5/8' GWB ® OFFICE �.G . 5/8" GWB 0 OFFICE LEGEND: EXIST'G TO REMAIN EXIST'G TO BE REMOVED >� r NEW CONSTRUCTION EXIT SIGN WITH RESERVE POWER & EMERGENCY EGRESS LIGHTING (SEE GENERAL NOTE 10) EMERGENCY PATHWAY LIGHTING 100 CFM EXHAUST FAN o VENT TO ATMOSPHERE 2x4 SUSPENDED ACOUSTICAL CEILING 2'x4' LIGHT FIXTURE O RECESSED CAN LIGHT N RETURN AIR F71® SUPPLY AIR 0 DUPLEX OUTLET # 4—PLEX OUTLET ❑D DATA OUTLET }� SPECIAL POWER VERIFY W/EQUIP. SUPPLIER LIGHT SWITCH •I.a V O NL V � 00 0) � LOCu � y pN � WM*C T c'') - p W � O O O • W 0) � a Z w z U F oQ w C w 0 w U < 10 V) ww N 0 J J W � � U U 0 w 0 w z a z a QQ N o N ' N CO O O Z =CM C 62 U) 0) Cc r -� Cu Cu a 3: LOL. o10 cM N IL m 0 n Z 0 0 _{ u- m t:ffUE3" p _SD U G 3 0 2017 ED^. Job No.:t`, j Drawn: KKH Checked: M E H Date: 04-17-17 Sheet: A2.1 ❑ 9 12 7 ❑ ❑ 2 UPPER & LOWER @ GRID B @ GRID A FLOORS A 15 1 2 3 2'_5y2�, 4 5 6 7 7.3 8 A3.1 9 10 11 12 13 14 16 204'-3y " 15'-3y4" 14'-8y2 17'-4" 14'-10y4 8'-9y4 3'-7" 5-0" 17'-7" 13'-6" 13'-11" 14'-0%" 14'-5" 17'—Oy4" 15'-9y2 16'-0" 209 NEW CANOPY BELOW NEW CANOPY E3 13- 20'-0" 15'-0" 19'-0" 15'-7" II — ❑ � ROOF BELOW C I ( DAYLIGHT ZONE, 10 9 I 8 TYP. (3) PLACES ■E 0.. . ■■ e ® �. 0 va . i.an mold ME ■ Y SEE SHT. E3.1Eli I ■I oil In ■ I r 12' -0" T 3" 11' 206 KEVIN C 224 2 88 2 7 �'� 209 OFFICE I JUDY LEANNE I I I I 2 r ■ OFFICE 7 209 08 G 207 F � 206 E — 3'-0" X 5'-0" W NDOW SET 210 00 42" RAILING, TYP 2 55 001 IN No 11 No a SILL HT @ 5'- " KEVIN H C UD STOR. F21 0] `� 12■ OFFICE O o . " .. 4'.0" X 5'-0" WINDOW SET ..aam SILL HT Ca 2 1 -- ■ — — — — 204 A — CONF.-- — „Q I 204 O C — = LIFT ( I A EXIST°G SKYLIGHT 211 _ O TYP (12) PLACES r - 224 r--- --- -I r---- ----� �--- - ---� r-------- (-------�-� r--------I ' STAIR I( DN 201LLO I I I I I I ( ( I OQ ( ( I �p 13it 211 RECEPT. OFFICE — L 4 --------- ------ ----� �--- — ----� F— — — — — — — L--- ----------- � r � r �I o�.• F � �� 3 I I I I I I I I I I G c, COUNTER J� 5 1/2 203 I I I I I I y�0 44" HT. WAITING L — — J L — — — — ---J L-- — ---J L--------J L------i L---------� ❑ MAN'G AREA PLAN, T. A2.6 - SCAN N ■IALIGN14G - 14 T �„� 215 216 217 MENS m 3 I N ' p WORK LI RAR HALL �� QU �` UNHEATED ■ N $„ ] 214 (NO STORAGE ALLOWED) 3 • x /I m O O OR 1U 3'- ' COUNTER 219 c N WIDTH) 219 WOMENS I ti 213 2 — 3171 ROOF BELOW 6'-1 1/2" 222 I _ SUPPLIES a 221 SINK-1 INK M BREAK DW K, ELEC. 223 I I I I I I I I I DN 23 13 3 ROOM 4'- FACE OF GWB TO FACE OF GWB TAIR BASE CA ' Z I I I I I I I I UPPER CAB'S 4'-0" CLEAR BETW N 4'-4" — — - - BLDG. LINE BELOW HANDRAILS BAROMETRIC 6'— " 17'— 6'-3" 13'-0" RELIEF LOUVER 1-HOUR RATED 1-HOUR EXIT WAY RATED DOOR A F .F51 UPPER & LOWER UPPER & LOWER LEGEND: FLOORS FLOORS 13 12 NORTH/EXTERIOR WALL 11 UPPER FLOOR PARTITION © SHOP 115 CONST: FILE N0. WP 1072 WALL - GENERIC SECOND FLUOR PLAN GA FILE NU. WP • EXIST'G 2x6 STUDS WALL CONST: 3661 0 16" O.C. • ONE (1) LAYER OF TYPE X GWB OR GYPSUM WALL CONST: • EXIST'G PLYWD EA. VENEER BASE APPLIED PARALLEL OR AT RIGHT SCALE: 1/8" - 1 -O �� • 2x6 STUDS ® SIDE —REPAIR PLWD ANGLES TO EACH SIDE OF 3-5/8" STEEL STUDS 16" O.C. w/5/8" AS RED'G 24" O.C. W/1" TYPE S DRYWALL SCREWS 8" TYPE X GWB EA O.C. AT VERTICAL JOINTS & 12" O.C. AT FLOOR SIDE & CEILING RUNNERS &INTERMEDIATE STUDS 3 • R-21 BATT • JOINTS STAGED 24" ON EACH SIDE AND ON INSULATION OPPOSITE SIDES. SOUND TESTED WITH 3-1/2- GLASS FIBER FRICTION FIT IN STUD SPACE (NLB) 2 w w w A 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 'a- WALL TYPE 6: CONTRACTOR OPTION: GA FILE NO. WP 1058 GA-600-2015 FIRE RESISTIVE DESIGN MANUAL r N F-91 EXT. WALL WALL CONST: r • 8" EXIST'G CMU WALL FSOUTH WALL - GRID❑K F2NORTH WALL - GRID© [3] WEST WALL - GRID 3Q ® INTERIOR WALL - GRIDO9 a EXTERIOR WALL © INTERIOR WALLS 7 8 UPPER FLOOR GRID GRID GRID WALL CONST: • 5/8" GWB 0 OFFICE OFFICE .: ATTIC . NEW INSULATION R-21 SIDE SIDE GRID ITEM 14-1.3 IBC 2015 TABLE 721.1 (2) WALL CONST: • HARDIE PLANK SIDING FLOORING PER SCHEDULE GYP CRETE — EXIST'G OR NEW OVERLAYMENT . EXIST'G STUD WALL 2x4 WOOD STUDS 0 24" • WATER RESISTANT BARRIER 3x T&G DECKING REMOVE EXIST'G SIDING • EXIST'G PLYWD 0 THE O.C. w/5/8" TYPE 'X' • PLYWD INTERIOR 1/2" REPAIR EXIST°G PLYWD, WALL CONST: w • HARDIE REVEAL PANELS REMOVE EXIST'G SIDING ROOM 226 SIDE W/GWB REMOVE EXIST'G SIDING GWB EACH SIDE APPLIED VERTICAL OR HORIZ. • 2x6 STUDS 0 16" O.C. • R-21 INSUL. AS REQ'D a. (0/(E) CMU) REPAIR EXIST'G PLYWD, AS REQ'D OVER IT REPAIR EXIST'G PLYWD, AS REQ'D NAILED W/6d COOLER • PLYWD. TNT. WALL CONST: • WATER RESISTIVE BARRIER OR WALLBOARD NAILS 0 • HARDIE REVEAL PANEL SIDING • 8" CMU (E) WALL CONST: WALL CONST: 7" O.C. w/END JOINTS • WATER RESISTIVE BARRIER • 2x FURRING • HARDIE REVEAL PANEL SIDING • HARDIE REVEAL PANEL SIDING ON NAILING MEMBERS. • PLYWD (E) AND/OR NEW • INSULATION a' WATER RESISTIVE BARRIER •WATER RESISTIVE BARRIER STAGGER JOINTS EACH • 2x6 STUDS 0 16" O.C. (E) ^4 • 5/8" GWB 0 2ND FLOOR • PLYWD (E) AND/OR NEW • EXIST'G STUD WALL & INTERIOR SIDE • INSULATION OFFICES & 1ST FLOOR LOBBY • 2x6 STUDS 0 16" O.C. (E) IN FINISH TO REMAIN FILL CAVITY w/R-21 • 5/8" GWB 0 OFFICE • INSULATION BATT INSULATION • 5/8" GWB 0 OFFICE EXIST'G TO REMAIN EXIST'G TO BE REMOVED NEW CONSTRUCTION q�p EXIT SIGN WITH RESERVE POWER & 1�51 EMERGENCY EGRESS LIGHTING (SEE GENERAL NOTE 10) EMERGENCY PATHWAY LIGHTING p❑ 100 CFM EXHAUST FAN m VENT TO ATMOSPHERE 2x4 SUSPENDED ACOUSTICAL CEILING 2'x4' LIGHT FIXTURE O RECESSED CAN LIGHT N RETURN AIR ® SUPPLY AIR �$ DUPLEX OUTLET # 4-PLEX OUTLET © DATA OUTLET SPECIAL POWER VERIFY W/EQUIP. SUPPLIER LIGHT SWITCH v LNG OV p) O M �}\ to (0 0� 00 �•�M'�C :z V� Lod ro a) M V z o� o CK CD 1_ z oN w 0 w �-- v Cn z D � JJ r W W U O U O z a z a w w w 1. V_ N N O 0 0 ZN m C 6 C Q VIEEE �15 cM 0) c � o o a 3 Z J 0 0 LL 0 z c m 0 4SUBMITTE N AUG 3 Job N 0 Drawn: K O'°MENT Checked: M E H Date: 04-17-17 Sheet: A2.2 ROOF PLANIrN' SCALE: 1 /8" = 1'-0" �--- LEGEND: EXIST'G TO REMAIN f - EXIST'G TO BE REMOVED mm�,7 NEW CONSTRUC110N ICI EXIT SIGN WITH RESERVE POWER & EMERGENCY EGRESS LIGHTING (SEE GENERAL NOTE 10) pp 100 CFM EXHAUST FAN VENT TO ATMOSPHERE 2x4 SUSPENDED ACOUSTICAL CEILING 0 RECESSED CAN LIGHT L� 2'x4' LIGHT FIXTURE DUPLEX OUTLET 4-PLEX OUTLET DATA OUTLET SPECIAL POWER VERIFY W/EQUIP. SUPPLIER LIGHT SWITCH �i•r nV V L. N Lo O V Q�aMo � co Lu ,.. 0 Cc N (D Z 20 0 O c W .V z o� o w z - o= U =Q � W O W H u� H � N LL Lu 0 Lu � U O W co z 0 a W Q N � N O ZN C vJ � Cu Lo oIO Cl N LL o 0 a 0 � z Q CL LL 0 0 ly- m '7,ES'J'9&4177rSD N AUG 30 2017 Drawn: KKH Checked: M E H Date: 03-01-17 Sheet: A2.3 «' ECTION TRACK JCTURE (OR BLKG.) c4 TRIM 0 16" O/C W/ " GWB EA. SIDE US. INSUL. BASE PER SCHEDULE 2x4 PLATE W/(2) 16d @ 16" 0/C, STAGGERED FINISH FLOOR PER SCHEDULE \-; 8 i,-TYP INTERIOR. `PARTITION/2ND FLOOR SCALE: 1 1 /2" = V-0" SIM TO WALL TYPE DEFLECTION TRACK EXIST'G WD DECK CAULK'G MTL. EDGE TRIM 2x4 STUDS @ 16" O/C W/ 5/8" GWB EA. SIDE R-13 BATT INSUL. SCHEDULE 2x4 PLATE, SET IN SEALANT DOR PER SCHEDULE EXIST'G SLAB 1/2"06" SIMPSON H.D. CONC. SCREWS @ 6'-0" O/C OR APPROVED EQUAL 115 SHOP UNHEATED 1 A3 2 EXIST'G HEADER WHERE OCCURS PLYWD ® INT. R-21 INSUL. 2x6 0 16" O.C. W/ 1 /2" PLYWD MOISTURE BARRIER HARDIEPLANK TREATED 2x6 PLATE W/ 1/2" - EXP. ANCHOR ® EA END OF WALL 6" FROM EA END EXIST'G ASPHALT ��TYP INTERIOR. i,-�EXTERIOR — INFILL '-JPARTITION/1ST FLOOR `'Cagy EAST WALL SCALE: 1 1 /2" = 1 '-0" SIM TO WALL TYPE101 A B A3.2 3-2 STAIR BEYOND , I EXIST'G CONC. SLAB LIFT BEYOND BUILDING SECTION SCALE: 1 /4" = 1 '-0" A -A SCALE: 1 1 /2" = 1'-0" nV r� O Loco c �00 O � N a Z ',a Lo cu r � u 0 Ri r` z a U z U =N 0 w z 0 w w Q 0 O z C O C V� co J c CLU ch L- a` ° z 0_z I— 0 W U)U w CD U) zJ J J m AUG 3 0 2017 Job �!M Drawn: KKH pMsh'T checked: MEH Date: 04-17-17 Sheet: A3.1 J System No. W-L-1479 August Ol, 2013 ANSI/UL1479 (ASTM E814) FRatings -2 Hr T Rating-1/2 Hr L Rating at Ambient - Less than I CFM/sq ft L Rating at 400 F - Less than 1 CFM/sq ft CAN/ULC S115 F Ratings-2 Hr FT Rating-1/2 Fir FH Ratings - 2 Hr Ill Rating- 1/2 IIr L Rating at Ambient - Less than 1 CFM/sq ft LRating at 400 F - Less than 1 CFM/sq ft -► A L A V N-01 SECTION A -A I. Wail Assembly -The 2 hr fire -rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described in the individual U40% V400 or W400 Scries Wail or Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs -Wall framing shall consist of min 3-1/2 in. (89 mm) wide steel studs spaced max 24 in. (610 mm) OC. B. Gypsum Board* -Min two layers of 5/8 in. gypsum board attached to studs with fasteners, as specified incite individual U400, V400 or W400 Series design. Max diem of opening is 12-1/2 in. (318 mm). 2. Through -Penetrant -One metallic pipe, conduit or tubing installed either concentrically or eccentrically within the firestop system. The annular space between pipe, conduit or tubing and periphery of opening shall be min of 1/2 in. (13 mm) to max 3-3/8 in. (86 mm). Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe-Nom 8 in. (203 mm) diem (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe-Nom 8 in. (203 mm) diam (orsmaller) service weight (or heavier) cast iron soil pipe, nom 12 in. diem (or smaller) or Class 50 (or heavier) ductile iron pressure pipe. C. Conduit-Nom 6 in. (152 mm) diem (or smaller) steel conduitornom 4 in. (102 mm) diem (or smaller) steel electrical metallic tubing. D. Copper 7bbing-Nom 4 in. (102 mm) diam (or smaller) Type L (or heavier) copper tubing. E. Copper Pipe-Nom 4 in. (102 mm) diam (or smaller) Regular (or heavier) copper pipe. 3. Fill, Void or Cavity Material* -Foam-Min 1-1/4 in. (32 mm) thickness of fill material applied within the annulus, flush with both surfaces ofwall. 3M COMPANY -Fire Barrier Rated Foam, FIP I -Step "Bearing the UL Classification Mark Reprinted from the Online Certifications Directorywith permission from UL O 2013 UL LLC oeus 3M fire Protection Products www.3M.com/firestop 1-800-328-1687 W-L-1479 • 1 of 1 Through Penetrations Applicators and Specifiers Guide 1 Firestoppina Detail Not to Scale System No. W L-3194 May 19, 2005 F Ratings- I tit 2 Hr (See Item 1) T Ratings-0 & 1/2 Hr (See Item I) A 3 2 A SECTION A -A 1. Wall Assembly -The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300, U400 or V400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Studs- Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 in. by 4 in. (51 mm by 102 mm) lumber spaced 16 in. (406 nun) Oe. Steel studs to be min 3-1/2 in. (89 min) wide spaced max 24 in. (610 nun) OC. B. Gypsum Board* -The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U4W Series Design in the UL Fire Resistance Directory. Max than of opening is 2-I/2 in. (64 mm). The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is Installed. The hourly Rating Is 0 and 1/2 Hr for 1 and 2 Hr rated assemblies, respectively. 2. Cable- One cable installed eccentrically or concentrically within opening. Annular space between cable and periphery of opening to be min 0 in. (point contact) to max 1 in. (0 mm to max 25 mm). Cable to be rigidly supported on both sides of the wall. The following types and sizes of cable may be used: A. Max 200 pair No. 22 AWG (or smaller) copper conductor with polyvinyl chloride (PVC) insulation and jacketing material. B. Max I/C No. 350 kemil (or smaller) copper conductor cable with cross -linked polyethylene (XLPE) or PVC jacket. C. Max 7/C No.12 AWG (or smaller) copper conductor power and control cables withXLPE or PVC insulation with XLPE or PVC jacket. D. Max 3/C No. 2/OAWG (or smaller) copper or aluminum conductor SER cables with XLPE or PVC insulation and jacket. . E. Max 4/C No. 2/0 AWG (or smaller) copper conductor, aluminum clad or steel clad TECK 90 cable with or without PVC jacketed. F. Max 110/125 fiber optic (F.O.) cable with PVC insulation and jacket. G. Max 3/C with ground No. 8 AWG (or smaller) copper conductor NM cable with PVC insulation and jacket. H. Max RG/U coaxial cable with fluorinated ethylene insulation and jacket. I. Max 4 pair No. 24AWG (or smaller) copper conductor data cable with Hylarjacket and insulation. 1. Through Penetrating Product* -Any cables, Armored Cable+or Metal Clad Cable+ exmenty Classified under the Through Penetrating Product category. See through Penetrating Product (XHLY) category in the Fire Resistance Directory fornames ofmanufachurers 3. F114 Void or CavItyMaterW* -Caulk or Sealant- Min 5/8 in. (16 mm) thickness ofcaulk applied within annulus, flush with both surfaces Of wall, Min 1/4 in. (6 mm) diem bead of caulk applied to gypsumboardleable terface atpoiM contact location on Ito sides of wall 3M COMPANY -IC 15WB+, CP 25WB+caulk or FB-3000 WT sealant *Bearing the UL Classification Marking This ataWW was extracted and drown by 3M Fire Protection Products from the 2007 edtlion of the UL Fire Reslstaete Direday. o1@1u ON Fire Protection Products ltea St"ortlkru t-coo-92t-ta87 WWW.U.com/firestop W L-3194 * l of i a=sec0w4fKrA1I0»oEllclls CL a a� i T 0 C Ca -Cr A to Q 0. " 1 t3 � 2 3 0 System No. W L-2299 May 19, 2005 F Ratings- I & 2 Hr (See Item 1) T Rating-0 Hr (0 SECTION A -A I. Wall Assembly -The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300, U400 or V400 Series Walt or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Studs- Wall framing may consist ofeither wood studs or steel channel studs. Wood studs to consist of nom 2 in. by 4 in, (51 mm by 0 102 mm) lumberspaced 16 ln. (406 mm) OC. Steel studs to be min 3-1/2 in. wide (89 mm) spaced max 24 in. (610 mm) OC. O B. Gypsum Board* -The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the O individual U300 or U400 Series Design in the UL NireResistance Directory. Max diem ofopening is 3-1/2 in. (89 mm). lD The hourly F Rating of the flrestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Through Penetrants -One nonmetallic pipe or conduit installed eccentrically or concentrically within opening. Annular space between y- penetrant and periphery of opening to be min 0 in. (point contact) to max 1-1 /8 in. (0 mm to max 29 mm). Penetrant to be rigidly supported on both sides of wall. The following types and sizes of penetrants may be used: A. Polyvinyl Chloride (PVC) Pipe -Nora 2 in. (51 mm) diam (or smaller) Schedule 40 solid core or cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system. B. Chlorinated Polyvinyl Chloride (CPVC) Pipe -Nom 2 in. (51 mm) diem (or smaller) SDRI3.5 CPVC pipe for use in closed (process or supply) piping systems. C. Rigid Nonmetallic Conduit+- Nom 2 in. (51 nun) diem (or smaller) Schedule 40 PVC conduit installed in accordance with Article 347 of the National Electrical Code (NFPA No. 70). D. Acrylonitrile Butadiene Styrene (ABS) Pipe- Nom 1-10 in. (38 nun) diam (or smaller) Schedule 40 solid core or cellular coreABS pipe for use in closed (process or supply) or vented (drain, waste orvent) piping systems. E. Electrical Nonmetallic Tithing (ENT)'- Nom 1-1/4 in (32 mm) diem (or smaller) ENT installed in accordance with Article 331 of `G the National Electrical Code (NFPA No. 70). CA See Electrical Nonmetallic Tubing (FKHU) category in the Electrical Construction Materials Directory for names of manufacturers. c 3 - Fill, Void or Cavity Material" - Caulk or Sealant- Min 5/8 in. (16 nun) thickness of caulk applied within annulus, flush with both surfaces ofwall. Min 1/4 in. (6 mm) diem bead of caulk applied to gypsum board/penetrant interface at point contact location on both sides ofwall. 3M COMPANY -IC 1SWB+, CP 25WB+caulk orFB-3000 WT sealant (Note: CP 25WB+ not suitable for use with CPVC pipes.) *Bearing the UL Classification Marking +Beating the UL Listing Mark C� This mallerial was eatroded and drawn by 311 Fire Protection Products from the 2007 edition of the Ill Fire Resistance Directory. Canada closed only. c®a 3UFire Protection Products Ra6vSw taw1400-328-Iasi• Www.3s.tntw/iTt►eetww W-62299 01 of l 2 Firestopping Detail, Not to Scale System No. W L-1296 February 14, 2008 F Ratings-1 and 2 Hr (See Item 1) T Ratings-0 and 1/4 Hr(See Item 1) SECTION A -A 1. Wail Assembly -The t or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300, U400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 nun) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in. (99 mm) wide spaced max 24 in. (610 mm) OC. B. Gypsum Board* -The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the Qrf O individual U300, U400 or V400 Series Design in the UL Fire Resistance Directory. Max diem of opening is 10-518 in. (270 mm). 00 m C. Steel Sleeve - (Optional, Not Shown) - Cylindrical sleeve fabricated from min 0.019 in. thick (OA8 m) gaty sheet steel and having O a min 2 in. (51 mm) lap along the longitudinal seam. Length of steel sleeve to be equal to thickness ofwall. Sleeve installed by coiling the sheet steel to a diem smaller than the through opening, inserting the coil through the openings and releasing the coil to let it uncoil 0 tip against the circular cutouts in the gypsum wallboard layers. O (D• The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. M The hourly T Rating Is 0 and V4 Hr for 1 and 2 Hr rated assemblies, respectively. 2. Through Penetrants -One metallic pipe, conduit, tubing or flexible metal pipe installed concentrically or eccentrically within opening. Annular space between penetrant and periphery of opening to be min 0 in. (0 mm point contact) to max 2 in. (51 nun). Penetrant to be rigidly supported on both sides ofwall. The following types and sizes of penetrants may be used: A. Steel Pipe-Nom 8 in. (203 mm) diem (or smaller) Schedule 5 (or heavier) steel pipe. B. Iron Pipe - Nom 8 in. (203 mm) diem (or smaller) cast or ductile iron pipe. C. Conduit- Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing (EMT) or nom 6 in. (152 mm) rigid steel conduit. D. Copper Tubing -Nom 4 in. (102 mm) diem (or smaller)Type L (or heavier) copper tubing. E. Copper Pipe-Nom 4 in. (102 mm) diem (or smaller) Regular (or heavier) copper pipe. E E Through Penetrating Product* - Flexible Metal Piping -The following types of steel flexible metal gas piping may be used: Q "a 1. Nom 2 in. (51 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on c both sides of floor or wall assembly. 0 3 OMEGA FLEX INC 2. Nom I in. (25 mm) diem (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor orwall assembly. GASTITE, DIV OFTITEFLEX 3. Nom 1 in. (25 nun) diem (or smaller) steel flexible.metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. WARD MFG INC 3. F 04 Void or Cavity Material* -Caulk or Sealant -Min 5/8 in. (16 mm) thickness of caulk applied within annulus, flush with both surfaces ofwall. Min 1/4 in. (6 mm) diem bead of caulk applied to gypsum board/penetrant interface at point contact location on both sides ofwall. 3M COMPANY -IC 15WB+, CP 25WB+caulk orFB-30M WT sealant *Bearing the UL Classification Mark This material was extracted and drown by 31A fire Protection Products from the 2008 edition of the UL fire Resume Directory. con 3MFire Protection Products t'reauasepWLim i-coo-s28-11 www oLcom/firestop W+1296. I of 1 (boowmfie4lvBYtwnriumn Firestoppinci Detail 4 Firesto in Detail p�9 Not to Scale Not to Scale 0 WEST ELEVATION SCALE: 1/S"= 1 "-011 K T G D C B NEW VENT BEYOND ROOF BEYOND F EAST ELEVATION. SCALE: 1/8" = 1'-0" E APPROX. FINISH GRADE *F�,e V 414, . L Nto O V `�iip�p U O CU Moo 0 �N x �CNca0 CO W O z w z U UJ Of d� �N to Z 0 W CC F- Z) 0 J W W O O Ir O W W m V O 0 O p Z Z a. Z a W v O W Q No N i T N 0 O Z N M C 0.2 � 01 C �:E U J ?� Lo O 0 M (D 2 4. 0 J Z _0 W W 0L O_// cIs LL. UJ o m rLUEs �gM� m N Job No.: 2555.66 Drawn: p� Checked: MEH Date: 04-17-17 Sheet: A4.11 rB A3.2 F- — — — — — — — — — — 11000, EXIST'G SKYLIGHTS - - — �— - — - - — - - — - - — - — I I OVELROOF OF RE I I I a 1n0w MECH. 2 -1 12"x6" INTAKE AIR LOUVER - SEE MECH. / // ffEE E — — —3.2 ---- HARDIEPLANK SIDING —__—_--—__-- II II II APPROX. FINISH GRADE OUTDOOR MECH. UNITS EXIST'G OPEN STORAGE 2 SEE MECH. W/BLACK METAL SCREEN NEW ENTRY NEW WINDOWS NEW ENTRY ® EXIST'G OPEN'G HARDIE REVEAL SIDING NEW METAL CANOPIES (2) PLACES NORTH ELEVATION - SCALE: 1 /8" = 1 '-0" 68"x24" BAROMETRIC 0'-5 1 /2" 2 " RELIEF LOUVER -SEE MECH. LINE OF EXIST'G FACADE TO BE REMOVEDCr-74:%24OUTSIDEAIR 18"x14 EXHAUSTINLOUVER - SEE MECH. LOUVER - SEE MECH. _ — — - - — - - — - - — - - — - - EXIST G SKYLIGHTS OVERFRAMING OF ____ _____ ____ ____ _____ _ BARREL ROOF LINE OF EXIST'G FACADE TO BE REMOVED - - ----------- N - --------- I ------ _ — — — — — — — — — — — — — — — \ / / T 18"x12" EXHAUST 68"x24" BAROMETRIC 2 HARDIE REVEAL SIDING LOUVER - SEE MECH. 2 HARDIEPLANK SIDING RELIEF LOUVER - SEE MECH. SOUTH ELEVATION_ SCALE: 1 /8" = 1 '-0" V V LNG � �V �i V \ pMp m 0 O Im � CO W�zM�C �N U� OQ) Q cc): ' Q� 0) 0 z w F-- z _ N o� U w 0 w U) Z O U w H Z) O Q J O w w O O W W ~ U U 0 0 0 C Z_ Cl) c a w a w U LL 0� Ce O w Q r o N r N � co N O c 0 0 N m d rZ o� �m U J a � LID o10 B cM N LL U O` O O 0. J VJ Z 0 1� W J w 0 m w 0 X w RESU BM s I Job No.: 255 O © Drawn: FERAL W Checked: M E H Date: 04-17-17 Sheet: A4.2 g T Zoning I Building Code Notes PER 04.12.2017- Revision No. 3 Tenant Improvement & Remodel for LTCA LLC 30854 Pacific Highway South Federal Way, Washington Scope of Work: - Tenant Improvement & Exterior Upgrade (New Siding) LTCA, LLC 29727 49"' Place South - Federal Way, Washington 98011 ZONE: - Community Business (BC) CONSTRUCTION TYPE: - Type VB ©- No. 3 3 CODE REFERENCES: - 2015 International Building Code (IBC/IEBC), Accessibility Code ICC/ANSI A117.1, 2015 IMC, IPC, UPC, OFGC, IFC & Washington State Energy Code, all State Amendments & all other applicable Codes as adopted or excluded b the Cit r of Federal Way. OCCUPANCY/USE: • No. 3 3 - EXISTING/PREVIOUS: B-BUSINES S-2 STORAGE & F-2 LOW HAZARD FABRICATION - PROPOSED/EXISTING: B-BUSINES , S-2 STORAGE & F-2 LOW HAZARD FABRICATION 2 AREAS: a- No. 3 3 FIRST FLOOR ROOM NO. AREA OCC LOAD FACTOR OCC LOAD Office 102 4,230 s.f. B 1 / 100 s.f. 42 Common Area 101, 104, 106, 107, 110, Ill 1,447 s.f. B n/a n/a Storage 105 2.248 s.f. S-1 1 / 300 s.f. 8 Storage 109 3,546 s.f. S-1 1 / 300 s.f. 12 Shop113 & 114 1,062 s.f. S-1 1 / 300 s.f. 4 Shop115 & 116 3,932 s.f. F-1 1 / 100 s.f. 38 First Floor Total 16,456 s.f. - 104 SECOND FLOOR ROOM NO. AREA OCC LOAD FACTOR OCC LOAD Office 201 -222 4,087 S.F. 1 per 100 s.f. 41 _ Total Number of Occupants - Both Floors ( 145 Call Numbers / Legal Description Areas 7853600220 SALONO HEIGHTS ADD LESS POR FOR RD & LESS C & M RGTS 26,393 S.F. 7853600226 SALONO HEIGHTS ADD LESS N 20 FEET & LESS POR FOR RD 20,811 S.F. 7853600141 SALONO HEIGHTS ADD W 150 FT LESS C & M RGTS 15,000 S.F. 7853600145 SALONO HEIGHTS ADD S 75 FT LESS C & M RGTS 11,100 S.F. 7853600146 SALONO HEIGHTS ADD S 75 FT LESS C & M RGTS 18,700 S.F. PLUMBING FIXTURES: II Area Required: Provided: WATER CLOSETS 145 OCCUPANrS: (6) WATER CLOSETS: -1 WATER CLOSET IS REQUIRED PER 25 FOR THE - (4) ON THE Is, FLOOR @ TOILET FIRST 50 FOR THE FIRST 125 = 2 ROOMS 106, 107, 110 & Ill - PLUS 1 PER SO FOR THE REMAINDER - (2) ON THE 2nd FLOOR @ TOILET EXCEEDING 50 OR 95 = 50 = 2 ROOMS 218 & 219 - TOTAL NUMBEI OF WATER CLOSETS = 4 SEE NOTE 1 BELOW LAVATORIES f 145 OCCUPANTS: (6) LAVATORIES: 1 PER 4T1 i OR THE FIRST 80 = 2 PLUS 1 FOR 80 FOR THE REMAINDER - (4) ON THE 1st FLOOR & EXCEEDING 80 OR 65 _ 80 = 1 - 2 ON THE 2nd FLOOR DRINKING FOUNTAINS 145 OCCUPAM'S: - 1 DRINKING FOUNTAIN IS REQUIRED PER 100 - (1) DRINKING FOUNTAIN IS PROVIDED ON THE V FLOOR @ HALL 104 & DRINKING WATER IS PROVIDED ON THE 2nd FLOOR @ ROOM 221 VIA THE BARRIER FREE ACCESSIBLE SINK SERVICE SINKS _ ONE SERVICE SINK IS REQUIRED ONE SERVICE IS PROVIDED ON THE 1st FLOOR IN ROOM 105 URINALS SEE NOTE 2 BELOW Is'FLOOR: (1) URINAL IS PROVIDED @ TOILET ROOM 110 & (1) @ III 2nd FLOOR: ONE URINAL IS PROVIDED IN MENS ROOM 218 NOTES: 1) TOILET IN PRIVATE OFFICE 212 IS NOT USED FOR REQUIRED FIXTURES CALCULATION PER TABLE 2902.1, 2015 IBC 2 URINALS PROVIDED ARE NOT USED IN THE REQUIRED FIXTURES CALCULATIONS. CONDITIONS U t N C KAL NU I Lb: 04.12.2017 PER - REVISION NO. 3 1. ALL WORK SHALL CONFORM TO REQUIREMENTS OF THE 2015 INTERNATIONAL BUILDING CODE (IBC/IEBC), ACCESSIBILITY CODE ICC/ANSI A117.1-2009, IFC 2015, UPC 2015, 1MC 2015, NEC 2014 IECC 2015 AND STATE BUILDING CODE, AND ALL OTHER APPLICABLE CODES AND AMENDMENTS AS ADOPTED OR EXCLUDED BY THE CITY OF FEDERAL WAY. 2. THE SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED TO BE CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING THEM, OR THEIR EXACT MEANING, THE ARCHITECT SHALL BE CONTACTED FOR CLARIFICATION. 3. OWNER OR AGENT SHALL SUBMIT FOR BUILDING PERMIT. 4. ALL FRAMING MEMBERS SHALL BE SO ARRANGED AND SPACED AS TO PERMIT INSTALLATION OF PIPE CONDUITS AND DUCTWORK WITH A MINIMUM OF CUTTING. 5. CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACES, BACK-UP PLATES, AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL WALL MOUNTED OR SUSPENDED STAIR RAILINGS, CASEWORK, TOILET ROOM ACCESSORIES, MECHANICAL, ELECTRICAL, PLUMPING, OR MISCELLANEOUS EQUIPMENT. 6. INSTALL METAL CORNER BEADS AT ALL EXPOSED WALLBOARD EDGES. INSTALL CASING BEADS WHEREVER GWB, PLASTER, ETC. ABUTS A DISSIMILAR FINISH MATERIAL & PROVIDE SEALANT AS REQUIRED. 7. ALL COLORS, FINISHES, TEXTURES, ETC. AS DIRECTED BY OWNER AND/OR ARCHITECT. 3 8. ALL FIRE RATED ASSEMBLIES SHALL BE ICBO OR UL APPROVED AND PROVIDED AS INDICATED ON THE APPROVED DRAWINGS. ANY PENETRATIONS AT THE FIRE RESISTIVE ASSEMBLIES SHALL BE SEALED WITH UL APPROVED FIRE STOPPING . SEE DRAWINGS FOR FIRE STOPPING DETAILS. A - No. 3 9. FURNISH AND INSTALL EMERGENCY LIGHTING. IN NO CASE SHALL THE LIGHTING LEVEL BE LESS THAN ONE -FOOT CANDLE AT FLOOR LEVEL IN ALL HALLWAYS. VERIFY MODIFICATIONS TO EXISTING SPACES(S) IF NECESSARY. 10. ALL EXIT SIGNS SHALL HAVE 6" HIGH LETTERS IN ACCORDANCE WITH LOCAL CODES OR SHALL CONFORM TO IBC REQUIREMENTS. LUMINANCE ON SIGN SHALL BE 50 LUX. ILLUMINATED EXIT SIGNSTO HAVE RESERVE POWER. 11. ALL DOOR SIZES SHOWN ON THE DOOR SCHEDULE ARE OPENINGS SIZES. ALL DOORS AND FRAMES SHALL BE REINFORCED WHERE REQUIRED FOR CLOSERS, STOPS, HARDWARE, ETC. 12. DOORS IN RATED WALLS SHALL CONSIST OF SELF-CLOSING/LATCHING ASSEMBLIES WITH SMOKE & DRAFT SEALS AT HEAD & JAMB. DOOR ASSEMBLY RATINGS SHALL BE COMPATABLE WITH WALL RATING [PER IBC]. 13, EXIT REQUIREMENTS: a. ALL LEGAL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT AND SHALL HAVE SIGNS POSTED READING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" . b. CONTRACTOR SHALL PROVIDE TEMPORARY EXITS SIGNS TO ASSURE A MEANS OF EGRESS DURING CONSTRUCTION, AS MAY BE NECESSARY. c. DOORS EQUIPPED WITH PANIC HARDWARE SHALL BE OPERABLE WITH A MAXIMUM FORCE OF 15 LBS. APPLIED IN THE DIRECTION OF EGRESS TO THE BAR. d. CLOSING SPEED: DOOR CLOSERS SHALL ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OF TWELVE (12) DEGREES SHALL BE FIVE (5) SECONDS MINIMUM. [ACC/ANSI 117.12009 404.2.7.11 e. OPENING FORCE: FIRE DOORS SHALL THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE FORCE FOR PUSHING OR PULLING OPEN DOORS OTHER THAT FIRE DOORS SHALL BE FIVE (5.0) POUNDS FOR INTERIOR HINGED DOORS [ICC/ANSI 117.1] 14. BARRIER FREE ACCESS REQUIREMENTS : NEW CONSTRUCTION SHALL COMPLY WITH BARRIER FREE REQUIREMENTS AND SHALL BE IN COMPLIANCE WITH 2O15 IBC CHAPTER 11 AND ICC/ANSI A117.1 15. MECHANICAL SYSTEM SHALL COMPLY WITH 2O15 IMF a. SCOPE OF WORK: DESIGN OR EXTEND THE EXISTING SYSTEM TO ACCOMMODATE THE ADDED TENANT SPACE. DIFFUSERS/RETURNS ANSD DUCTS AS NECESSARY. b. VERIFY ALL REQUIREMENTS WITH OWNER. c. COORDINATE NEW AND EXISTING EQUIPMENT d. BALANCE SYSTEM, PROVIDE REPORT. e. CONTRACTOR IS RESPONSIBLE FOR OBTAINING REQUIRED PERMITS f. MECHANICAL SYSTEM SHALL COMPLY WITH THE WASHINGTON STATE ENERGY CODE REQUIREMENTS PER IBC CHAPTER 12 and WESC 3 g. SEE DESIGN BY ROBISON ENGINEERING INC. INCLUDED AS PART OF REVISION No. 3 2416. UMBING SHALL COMPLY WITH 2O15 UPC a. REVIEW EXISTING PLUMBING SYSTEM TO ASSURE A COMPLETE OPERATIONAL SYSTEM b. VERIFY ALL REQUIREMENTS 3 c. CONTRACTOR IS RESPONSIBLE FOR OBTAINING REQUIRED PERMITS. d. SEE DESIGN BY ROBISON ENGINEERING, INC. INCLUDED AS PART OF REVISION No. 3 17. CTRICAL SYSTEM SHALL BE "BIDDER/DESIGN", a. SCOPE OF WORK: ADD NEW LIGHTING SYSTEM TO THE ADDED TENANT SPACE INSTALL NEW AND/OR RELOCATE EXISTING LIGHT FIXTURES AS NECESSARY b. VERIFY ALL REQUIREMENTS WITH OWNER. c. COORDINATE NEW AND EXISTING EQUIPMENT AS REQUIRED. d. CONTRACTOR IS RESPONSIBLE FOR OBTAINING REQUIRED PERMITS e. LOCATION OF ELECTRICAL EQUIPMENT, LIGHT FIXTURES, EXIT SIGNS, AS INDICATED ON THE PLANS, IS CONCEPTUAL FINAL LOCATION(S) SHALL BE BASED 3 ON THE ACCEPTED ELECTRICAL SUBCONTRACTORS DESIGN. f. SEE DESIGN BY ROBISON ENGINEERING, INC. INCLUDED AS PART OF A - No. 3 18. MODIFCATIONS OF EXISTING FIRE ALARM SYSTEM SHALL BE "BIDDER/DESIGN". a. VERIFY ALL REQUIREMENTS WITH OWNER AND FIRE MARSHALL b. COORDINATE NEW AND EXISTING EQUIPMENT c. SUBMIT DRAWINGS AND CALCULATIONS FOR APPROVAL AS REQUIRED BY THE CITY. 2 d. CONTRACTOR IS RESPONSIBLE FOR OBTAINING REQUIRED PERMITS DELETED A - No. 3 a. DELETED b. c. DELETED ORDINATION OF SECURITY SYSTEM. a. PROVIDE SECURITY SYSTEM COORDINATED WITH EXISTING AS DIRECTED BY OWNER. b. SUBMIT DRAWINGS AND CALCULATIONS FOR APPROVAL AS REQUIRED BY THE CITY. c. CONTRACTOR IS RESPONSIBLE FOR OBTAINING REQUIRED PERMITS 21. PROVIDE FIRE EXTINGUISHERS AS REQUIRED, VERIFY PLACEMENT AND REQUIREMENTS WITH THE FIRE MARSHAL. 22. THESE DRAWINGS AND SPECIFICATIONS DO NOT INCLUDE THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY THE SAFETY, CARE OF ADJACENT PROPERTY DURING CONSTRUCTION, COMPLIANCE WITH STATE AND FEDERAL REGULATIONS REGARDING SAFETY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. FIELD VERIFY ALL EXISTING CONDITIONS & DIMENSIONS. REPORT DISCREPANCIES TO ARCHITECT AND/OR OWNER. The building permit site plan shall be revised to remove the 5-foot landscape buffer on the southern line for the fire lane. The applicant shall remove 4 parking spaces The applicant shall remove the cobble rock proposed as ground cover and replace with low -profile drought resistant living ground cover. The applicant shall apply for separate building permits for canopies depicted on the southern and northern building fagades. The canopies shall cover at least 50% of the facade visible from the right-of-way and nee: residential use. The applicant shall schedule a final planning inspection. To schedule an inspection please contact 253-835- 2644 of 253-835-2643. e Area of Work 30854 Pacific Hwy S. Federal Way, WA 98003 Federal Way CtStee:lLa7ke HS 308th ST Park East eke 312th ST rn 0) 1-5 320th ST VICINITY MAPS NOT TO SCALE Sheet Index Sheet No. Title Contents CS1.0 Coversheet Sheet Index Vicinity Map Zoning / Building Notes General Notes CS2.0 Site Plan Site Plan Legal Description D1.1 First Floor Demolition Plan First Floor Demolition Plan D1.2 Second Floor Demolition Plan Second Floor Demolition Plan A1.0 Schedules Room Finish Schedule Door Schedule Relight Schedule A2.0 Egress Plan First Floor Egress Plan Second Floor Egress Plan A2.1 First Floor Plan First Floor Plan / Legend Wall Types A2.2 Second Floor Plan Second Floor Plan / Legend Wall Types A2.3 Roof Plan Roof Plan A2.4 First Floor Reflected Ceiling Plan A2.5 Second Floor Reflected Ceiling Plan Stair 223 Section & Details A2.6 Enlarged Plans Men's Toilet 106 & Women's Toilet 107 New Toilet 110 & New Toilet 111 Men's Toilet 218 & Women's Toilet 219 Private Toilet 214 Kitchenette @ Break Room 221 Stair 103 & Section A3.1 Building Section Building Section A -A Details A3.2 Wall Sections & Details Typical Wall Sections Details A4.1 Exterior Elewttions Firestopping Details North Elevation South Elevation 4.2 Exterior Elevations East Elevation West Elevation Structural S1.0 Structure Cover Sh e S2.0 Foundation Plan S3.0 Second Floor Framing S LO Roof Framing S5.0 Framing Details S6.0 Foundation Details Electrical e E1.0 Electrical Site Plan E1.1 Photometric Site Plan E2.0 1 st Floor Power Plan E2.1 2nd Floor Power Plan E3.0 1st Floor Lighting Plan E3.1 2nd Floor Lighting Plan E3.3 Lighting Fixture Schedule E4.0 One -Line Diagram & Pnl. Sched. E5.0 Energy Code Compliance E5.1 Energy Code Compliance Mechanical MO.0 Mechanical Cover Sheet MO.1 Mechanical Details M2.1 1st Floor Mechanical M2.2 2nd Floor Mechanical M3.1 1st Floor Enlarged Plan M3.2 2nd Floor Enlarged Plan M4.0 Mech. Load Calculations M5.0 WSEC Mech. Compliance Plumbing PO.0 Plumbing Coversheet P1.0 Plumbing Details P2.1 1st Floor Plumbing Plan P2.2 2nd Floor Plumbing Plan P2.3 Roof Plumbing Plan P3.1 1st Floor Enlarged Plan P3.2 2nd Floor Enlarged Plan ELECTRICAL, MECHANICAL, PLUMBING & FIRE SPRINKLER SYSTEM: CONTRACTOR(S) TO PROVIDE SHOP DRAWINGS & SPECIFICATIONS FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. SEE ALSO GENERAL NOTES. CASEWORK: PROVIDE SHOP DRAWING PRIOR TO FABRICATION. V d•' N � O U CUjNVtti VZ gt z jcn,o 1 CD t- _ `1,otn U �< w _ o N V� U w w W O_ to p W � � U O U O to to O w rj) U O V) Ir X `r° w Q C)0 N O N 7 {V 0 Z r N M C O 0� C �..� v U cu V N IL 4-) tL O � s: L- 0 o 0 a � F_ W W 261 Y m CAIA)r FEDERAL WAY t1EEVELO MENI fT U m m t .lob No.: 2555.00 Drawn: KKH Checked: MEH Date: 04-17-17 Sheet: CS1.0 ru�v� u�P EXISTING EDGE OF PACIFIC HWY ROADWAY -� EXISTING PLANTER WITH TREES C 0 N EXISTING CONCRETE CURBCUT 0 HS- 0 co 77SF. o 0 PED = CONNECTOR _U U- U aPLANTERS EXIST'G TREES APPROX. LOC. BENCH PROPOSED 'PUBLIC' PLAZA BACK OF EXISTING CONCRETE SIDEWALK 0 0 0 >2( =RACK EXISTING PLANTER WITH TREES REQUIRED 5' LANDSCAPING STRIP EXISTING CONCRETE CURBCUT EXISTING CONCRETE CURBCUT NOTE 1: GATE AT NORTH TO BE 20' WIDE MIN. IN OPEN POSITION. ADD SIGN TO GATE: 'THIS GATE TO REMAIN OPEN DURING BUSINESS HOURS' GATE TO HAVE 'KNOX BOX' GREAT FLOORS REQUIRED 5' LANDSCAPE STRIP 20'Wx15' 1 I 2 I 3( 4 I 5( 6 7 9( 42 43 8'x16' COMPACT DRIVEWAY o STRIPE o STALLS = r C FREE STALLS & _bo 8'-10%" BARRIER -FREE `" 08'x16' COMPACT CURB CUT STALL 132SF C C 10 11 12 13 14 15 16 17 18 C 1! _ N � 8' 8' -- 25'-0" —10 r-- 25'-0" --� REQUIRED 5' LANDSCAPING STRIP PARKING: OFFICE: 73)4-S.F. @ 1 STALL / 100 S.F.=-7ojTALLS WAREHOUSE: 0-a. S.F. @ 1 STALL / 1,000 S.F.=14LSTALLS 3 TOTAL REQUIRED = if 0 C 39. TOTAL PROVIDED = GtO INCLUDING 5 COMPACT STALLS 3,"?, STANDARD STALLS 2 BARRIER FREE ACCESSIBLE LANDSCAPING: ® = EXIST'G TREES (LOCATION APPROXIMATE) = NEW TREES (LOCATION APPROXIMATE) SEE LANDSCAPE L1.0 = LANDSCAPING: 5' WIDE @ PERIMETER STD. STALLS ARE 9'x18' COMPACT STALLS ARE 8'x16' TO 18' SERVICE YARD 8'-0" 8'-0" 8'-0" PARKING MAN'G PARKING STALL AREA STALL I Y S o EX�IST'G — FUTURE CANOPIES UNDER PARKING DEFERRED REVIEW/PERMIT. ¢ — DESIGN TO FOLLOW X NEW WROUGHT IRON NEW CYCLONE FENCING _ ,,tC FENCE & GATES COATED BLACK 5'-0" 7'-0" 13'-0 8,� 89SF. 121 SF. 196SF. o z_ SEE NOTE 1, 3 2 `� THIS SHEET 4'-3" PARCEL # 7853600226 65SF. LOT LINES E G TE --� �- NEW FENCE @ PROPERTY PERIMETER �- PLANTING OUTDOOR MECH. UNITS - SEE MECH. 2 LTCA, LLC BUILDING 30854 PACIFIC HIGHWAY SOUTH IIli VII 17'-0" 17'-0" -N F— EXISTING ASPHALT - BUCKY'S EXISTING CONCRETE DRIVEWAY 1 7'-0" NEW GATE 265'-6" EXISTING CONCRETE DRIVEWAY w EXIST'G PAR .........................,, z ,. ........ + Q d z SIDE SLOPES 1:10 .:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. w K 4' MIN. BLDG. LINE MANDOOR, TYP. PARCEL PARCEL # 7853600146 # 7853600220 0 c -- ca 0 0 N 04 4L lk CV miiem 150'-0" NEW WROUGHT IRON NEW CYCLONE FENCING FENCE & GATES COATED BLACK EXISTING COMMERCIAL — END OF EXISTING CONCRETE SIDEWALK ASPHALT DRIVEWAY SOUTH 310TH STREET SITE PLAN- N SCALE: 1" = 20'-0" BARRIER FREE/ ACCESSIBLE PARKING_ SCALE: 1 " = 10'-0" 147'-6" - 1 35'-0" 7_ 0 to i cV EXIST'G / STORAGE BUILDING / -- -- - - RECYCLE Co /AND TRASH LO / EN/CL/OSU/ R/E MG ft of FscWaf Way Eutt gev Io ment IkA -Lt t- P. 1�11r h �l 1 ,((n 6 EXIST'G RESIDENCE (APPROX. LOCATION) 100►`8111IN011G40117,► W' 'I EXISTING CONCRETE SIDEWALK & CURB EXISTING EDGE OF ASPHALT DRIVEWAY I I PARCEL # 7853600140 = - E- C W Q EXIST'G T ASPHALT DRIVEWAY _ cc E � PARCEL # 7853600145 146'-0" NEW GATE EXISTING EDGE OF ASPHALT ROADWAY PLANNING CONDITIONS The building permit site plan shall be revised to remove the 5-foot landscape buffer on the southern property line for the fire lane. The applicant shall remove 4 parking spaces. The applicant shall remove the cobble rock proposed as ground cover and replace with low -profile drought resistant living ground cover. The applicant shall apply for separate building permits for canopies depicted on the southern and northern building fagades. The canopies shall cover at least 50% of the facade visible from the right-of-way and nearby residential use. The applicant shall schedule a final planning inspection. To schedule an inspection please contact 253- 835-2644 of 253-835-2643. ASPHALT DRIVEWAY ASPHALT DRIVEWAY t3 OV �0) pco �y0�� Cl) CU C co o �C o O M V Z o� o W �_ Z w ;E O W st N w w O W J W J U O U O C0co a a w CO) W Q n o N ti N 0 N (y) 0 ZN M C s J J =� U ccu cu J L co "a M 0 c U- a� a o J Z W LREQBMITTED r m o MAY 19 2017 "CITY OF FEDERAL. WAY MMUNITY DEVELOPMENT Job No.: 2555.00 Drawn: KKH Checked: M E H Date: 04-17-17 Sheet: CS2.0 r m f}PfRdV�.n upwwJ7 9.*4Nq&s&jrN E: r] .T LANDSCAPE PLANTING PLAN 0' 10, 20' 40' 80' SCALE: 1 "=20'41 NORTH BASE MAP FROM HOVLAND ARCHITECTS; MILTON, WA. NOTE: ALL TREES IN LAWN TO HAVE 2" DEPTH MULCH PER SPECS. ALL SOIL IN PLANTERS COVERED IN ASHPALT TO HAVE IMPORTED - 18" DEPTH TOPSOIL PER SPECS. TEMPORARY WATER BASIN 4" BERM, FOR FIRST YEAR AFTER INSTALLATION --� 2" MULCH LAYER AFTER SETTLEMENT FINI H GRADE x 4" PERF PIPE IMP z W OPOSOILD A PER NOTES- `" .a 6" TOPSOIL N BASE FOR z„ ROOTBALL- TREE STAKES: PLANT MATERIAL LEGEND Indicates Drought Tolerant Plant Material Abrev. Common Name Botanical Name trees: ARM Armstrong Gold Maple Aeer rubrum "Armstrong" BHM Bowhall Maple Acer rubrum "Bowhall" symbols/groundcovers: �iiirir•. v.ouuur AC Annual Color DLY A Day Lilly DLYB Day Lilly rRBS Rubus _ - TREES 2" CAL. OR GREATER= 3 STAKES PER TREE TREES 1 3/4" CAL. OR SMALLER= 2 STAKES PER TREE NEW TREE TREE TIES 1/2" RUBBER HOSE W/#12 RUBBE GALV. WIRE (DOUBLE STRAND TWISTED) HOSE 3 - LODGE POLE PINE STAKES - T LONG EQUALLY SPACED AROUND TREE T MINIMUM BELOW GRADE STAKE DEPTH TREE WRAP SECURE W/ CLOTH TAPE TAPE UP TO BRANCH STRUCTURE SET TREE AT ORIGINAL DEPTH nVr 2" ABOVE FINISHED GRADE - - y4" PERF PIPE SET 4" ABOVE FINISHED T.: GRADE TO BASE OF ROOT BALL ROOTBAT"T t STRIP BURLAP AND TIES BACK 1/3 FROM BALL CROWN !�ImCTRAD IMPORT TOPSOIL PER NOTES EXCAVATE AREA 2 TIMES DIAMETER OF ROOTBALL. MINIMUM 12" TOPSOIL AROUND ROOTBALL Per Landscape Architect and Season Hemerocallis "Chicago Apache" Hemerocallis "Hall's Pink" Rubus pentalobus "Emerald Carpet" AV WW SITE SPECIFIC NOTES Size 01 PLANTERS COVERED IN ASPHALT. Remove all asphalt and existing subgrade to 20" depth below finish grad. Dispose of debris off -site. Scarify subgrade and import minimum 18" depth 70-30 topsoil from Corliss Supplies per specs. Crown beds to 1 1/2" cal./B&B-Matched at 6' branch drain. Provide minimum 2" depth mulch per specs after plant material has been installed. 1 1/2" cal./B&B-Matched at 6' branch TED IN COBBLE ROCK. TREE IN CO o osed tree in cobble rock per Site Specific Note #1. ii hin cobbleto have 6" pots at 8" oc at triangular spacing 1 gal./cont. at 24" oc at triangular spacing 1 gal./cont. at 24" oc at triangular spacing 1 gal./cont. at 36" oc at triangular spacing AC Annual Color Per Landscape Architect and Season 6" pots at 8" oc at triangular spacing ***The use of cobble stone is deleted, see ground cover selections above*** O PLANT CENTER ROW �— SPACING AS NOTED ON O PLAN (TRIANGULAR) SET PLANTS @ ORIGINAL DEPTH @ FINISH GRADE, PRIOR TO SPREAD MULCH. 2" MULCH (TYPE PER SPECS.) FINISH GRADE BACKFILL SOIL MIX (MIX PER SPECS.) FXTCTTN(T ql TR(TR AT)F. excavated area 2 1/2 times size of rootb " de th COBBLE MULCH. Remove subgrade to 10" e nis afiifilter a ne sed subgrade. Place 9" depth over abric. Washed cobble to be V below finish grade o of a mer Coking Coal; Black Diamond, WA. Q3 POTS OF COLOR. Pots provided per Architect. Import 70-30 topsoil from Corliss Materials per specs for all pots. Import topsoil to 3" depth below top of pot. Provide 2" depth mulch per specs. LANDSCAPE CONSTRUCTION NOTES 1. Owner to secure all necessary permits per City of Federal Way requirements. 2. All work performed shall conform with the City of Federal Way, landscape and irrigation requirements, codes and specifications. 3. Locate, protect and avoid disruption of all above and below grade utilities and site features prior to construction. Contractor is responsible for any resulting damages during construction. Call before you dig at 1 (800) 424-5555. 4. Landscape Contractor to maintain site until Final Acceptance. Work to include weeding all beds, mowing lawn, and removing debris from site. 5. Asphalt to be removed 3" from behind extruded curb in planting beds after paving is completed and before plant material is installed. 6. Clean subgrade by removing all undesirable vegetation including grasses, weeds, blackberries, scotch broom and poplar seedlings including roots. Leave subgrade in landscape areas minimum 9" below paving in shrub beds. Remove all debris from site. 7. In all planters previously covered by asphalt, remove all asphalt and additional 18" depth subgrade. Scarify subgrade and import minimum 18" depth 70-30 mix from Corliss Resources; Enumclaw, WA. Topsoil to be minimum 3" below top of finish grade or extruded curbing. In all other planters, provide minimum 6" depth 70-30 mix from Corliss Resources; Enumclaw, WA, 253-891-6680, in all shrub beds. Scarify subgrade by rototilling and add topsoil on surface. Add additional topsoil as needed to contour shrub beds including required berms. 8. Provide minimum 2" depth fine blend hem -fir mulch to all planting beds. Mulch from Sawdust Supply, Kent, Washington. Fill all planting beds to within 1" of top of all curbs and walks. Slope all planting beds and lawn areas to drain. 9. Provide one (1) year warranty for all plant materials and workmanship. 10. Verify all quantities shown on the plant list and plans. If discrepancies exist between the graphic representation and the numeric totals, the graphic representation shall rule. 11. All plant materials to be specimen quality with full, symmetrical trunk and foliage, unless otherwise noted. Fertilize all plantings with "Osmacote 17-7-12" plant granules by Scott. Install 2 cups per tree larger than 3", 1 cup per tree less than 3", 1/2 cup per 5 gal., 1/4 per 2 and 1 gal., 1/8 cup per 6" and 4" pots. Place at base of plant after mulch has been installed. 12. Insure proper drainage of all planting holes prior to installing plant materials. If planting holes do not drain or if heavy clay soils are evident contact landscape architect. 13. Fill all planting beds to within 1" of top of all curbs and walks. Berm all planting beds and lawn areas to drain. PLANNING CONDITIONS The building permit site plan shall be revised to remove the 5-foot landscape buffer on the southern property line for the fire lane. The applicant shall remove 4 parking spaces. The applicant shall remove the cobble rock proposed as ground cover and replace with low -profile drnuoht resistant living ground cover. f— D 0 U) W Q 00 T_ LANDSCAPE PLAN APPROVAL Permit Number:. C / -Q) -UP Appoved Ely: Daw. LOili3lCEItS: -e FOR SUBMITTAL ONLY NOT FOR CONSTRUCTION USE Lauchlin R Bethune Associates, Inc. ASLA LANDSCAPE ARCHITECTURE & PLANNING, ASLA P.O. Box 1442 Maple Valley,Washington 98038 phone: (425) 432-9877 fax: (425) 432-9878 e-mail: lauch@bethuneassociates. com www.bethuneassociates.com STATE OF WASHINGTON REGISTERED LA AR ECT HI R. BETHUNE CERTIFICATE NO. 462 REVISIONS LTCA LLC. 30854 PACIFIC HIGHWAY S. FEDERAL WAY, WASHINGTON Ld7uwb PION 7 G 44 RAL (IMMUNITY DEVELOPMENT EVELOPMENT JOB NO. #217110 r- m r m PERMIT NO. ou�� 4P T QIA�f wio IN(7)RTH ELEVA**"`� )-tJ SCALE: 1/8" 1 *-OR@ HARDIEPLANK SIDING' PLANNING CONDITIONS 1. The building permit site plan shall be revised to remove the 5-foot landscape buffer on the southern Property line for the fire lane. 2. The applicant shall remove 4 parking spaces. 3. The applicant shall remove the cobble rock propo.yed as ground cover and replace with low -profile drought resistant living ground cover. 4. The applicant shall apply for separate building permits for canopies depicted on the southern and northern building fagades. The canopies shall cover at least.50% of the fagade risible from the right-of-way and nearby residential use. 5. The applicant shall schedule a final planning inspection. To schedule an inspection please contact 253- 835-2644 of 253-835-2643. - - _ EXIVG SWILIGHTS g t? . tom.. ..... ._' _.. _—_..�.... �..CL w }C. �r � 1} Ut job No., 2555-00 CEIVED MAR 3 0 2017 o. KKH Chocked- MEH UN-i COMMUNITY DEVELOPMENT 2 1 +�+ �� V��i ,,.,—.....-•,..,..--. or Pe►fmnk [ 13Y Date _L RECEIVED MAR 3 0 2017 GOM UNIIYDEV OWAy PMENT 8" � —0 § tiEW VENT ?tYQND 1 1 101, V 1AWfi\ JZ 6ko r r L406,_ APPROX. PNISH GRADE CONDITIONS The building permit site plan shall be revised to remove the 5-foot landscape buffer on the southern property line for the fire lane. The applicant shall remove 4 parking spaces. The applicant shall remove the cobble rock proposed as ground cover and replace with low -profile drought resistant living ground cover. The applicant shall apply for separate building permits for canopies depicted on the southern and northern building fagades. The canopies shall cover at least 50% of the fagade visible from the right-of-way and nearby residential use. The applicant shall schedule a final planning inspection. To schedule an inspection please contact 253-835- 2644 of 253-835-2643. Lij 0 Uj RECEIVED Job No.: 255 0 are MAR 3 0 2017 chocked: ME N ., �U CITYOF FEDERAL DBE L WA oat Ie- �"m 5-1 Sheet: A4.1