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23-101124 (2)23-101124-00-CO � GENERAL NOTES 1. EXISTING BUILDING STRUCTURE CONSTRUCTION PROVIDES EXAMPLE OF FINISH LEVEL TO BE PROVIDED. ALL WORK IS TO BE COMPATIBLE WITH EXISTING CONSTRUCTION. 2. ALL WORK SHALL CONFORM TO APPLICABLE CURRENT FEDERAL, STATE AND LOCAL CODES. THE CONTRACTOR IS TO PROVIDE FOR ALL REQUIRED NOTIFICATION OF AND COORDINATION WITH THE CITY AND STATE AGENCIES, AND PROVIDE REQUIRED PERMITS. ALL TESTS AND INSPECTIONS ASSOCIATED WITH OBTAINING APPROVALS TO PROCEED WITH AND COMPLETE THE WORK SHALL BE PAID FOR BY THE CONTRACTOR. 3. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS, EQUIPMENT AND TRANSPORTATION NECESSARY OR REASONABLY INFERABLE AS BEING NECESSARY FOR THE EXECUTION OF THE WORK. BY SUBMITTING A PROPOSAL, THE CONTRACTOR REPRESENTS THAT THROUGH EXAMINATION OF THE SITE AND ALL EXISTING CONDITIONS AND LIMITATIONS HAVE BEEN MADE AND THAT THE CONTRACT DOCUMENTS HAVE BEEN EXAMINED IN COMPLETE DETAIL AND THAT IT IS DETERMINED BEYOND DOUBT THAT THE DRAWINGS SPECIFICATIONS AND EXISTING CONDITIONS ARE SUFFICIENT, ADEQUATE AND SATISFACTORY FOR CONSTRUCTION OF THE WORK. WHERE MINOR ADJUSTMENTS S TO THE WORK ARE NECESSARY FOR THE PURPOSES OF FABRICATION AND INSTALLATION OF ITEMS, OR RESOLUTIONS OF CONFLICTS BETWEEN ITEMS, WITHIN THE INTENT OF THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS AT NO ADDED EXPENSE TO THE OWNER. WHERE SUCH MINOR ADJUSTMENTS AFFECT FUNCTIONAL OR AESTHETIC DESIGN OF THE WORK, THEY SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. 4. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER, INCLUDING AREA FOR WORK, MATERIALS STORAGE, ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR NOISY WORK, TIMING OF WORK AND INTERRUPTIONS OF MECHANICAL AND ELECTRICAL SERVICES. I•I�i71i;1.TrIrIrl;�rinlrIWHr,.Rr.lin [ePI M�71:ZrIrI IrI;.'{►IP(::I[ fie] II: 0vPIriR1r1.`��1IrP.��l�l�lrl.I:Z:>`�L� =drm1:T[r�rrl:RW11109klarr7, wo. ill�rll�[ei0 .1mT.&ZrR PCirT.1.P[rIaffl&M1Tw:I1w.11111rrn;ZiI:l�i�r��l�l:Iirli<[rl�rl:Z:la�l[�'i'mrl.IJu:Zr 7. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER THAT THEY REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGE AND PATTERN PRIOR TO INSTALLATION FOR ARCHITECT'S APPROVAL. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND PRODUCT DATA FOR ARCHITECT'S APPROVAL ON ALL SPECIAL ITEMS REQUIRING CUSTOM FABRICATION. 8. CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. CONTRACTOR IS NOT TO SCALE DRAWINGS. 9. CONTRACTOR SHALL PROVIDE SOLID WOOD BLOCKING IN PARTITIONS FOR ALL WALL MOUNTED FIXTURES AND DEVICES UNLESS INDICATED OTHERWISE ON THE DRAWINGS. 10. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE. 11. EXISTING WORK DAMAGED AS A RESULT OF WORK UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, SUBJECT TO ARCHITECT'S APPROVAL, AT NO ADDITIONAL COST TO OWNER. ALL REPLACEMENT MATERIAL REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE, AND SHALL BE APPROVED BY THE ARCHITECT AND OWNER PRIOR TO INSTALLATION. 12. ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND SERVICE DISRUPTED OR REMOVED DURING CONSTRUCTION SHALL BE RESTORED AND REPLACED UNLESS NOTED OTHERWISE. 13. INSTALLATIONS OF MECHANICAL, ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING OF SOME EXISTING WALLS, CEILINGS, OR FLOOR CAVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING, EXCEPT WHERE NOTED OTHERWISE. FILL ALL HOLES AND VOIDS IN FLOORS WALLS AND CEILINGS WHICH RESULT FROM INSTALLATION OF WORK AND REMOVAL OF EXISTING MATERIALS AND O BY THIS REQUIRED EQUIPMENT RE CONTRACT. PATCHED AREAS SHALL MATCH THE Q Q MATERIALS, FINISHES, AND LEVELS ADJACENT, OR SHALL BE PUT IN THE PROPER CONDITION TO RECEIVE THE FINISH INDICATED. 14. MATERIALS ARTICLES DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS BY REQUIRING COMPLIANCE WITH REFERENCED STANDARDS OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCE STANDARD OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT FOUR (4) COPIES OF COMPLETE BACK-UP INFORMATION FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WILL BE ACCEPTED. 15. CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPLIANCE WITH LOCAL FIRE CODE. PROVIDE FOR ALL REQUIRED SHOP DRAWINGS AND APPROVALS. 16. MECHANICAL AND ELECTRICAL FIXTURES, OUTLETS, ETC. WHEN SHOWN ON THE ARCHITECTURAL DRAWINGS ARE FOR LOCATION INFORMATION ONLY. MECHANICAL AND ELECTRICAL TO BE DESIGNED BY OTHERS. ALL CIRCUITING COORDINATION TO BE BY OTHERS. 17. CONTRACTOR IS TO PROVIDE DRAWINGS FOR ARCHITECT'S & TENANT APPROVAL SHOWING LOCATIONS OF ALL HVAC THERMOSTATS, GRILLES, AND DIFFUSERS, FIRE AND SMOKE DETECTION DEVICES INCLUDING SPRINKLERS, FIRE EXTINGUISHERS AND HOSE CABINETS ETC. 18. ANY CHANGE IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF MECHANICAL OR STRUCTURAL COMPONENTS MUST BE APPROVED BY ARCHITECT & TENANT. 19. ALL WOOD IN CONTACT WITH FLOOR SLAB TO BE PRESERVATIVE TREATED PER I.B.C. SECTION 2304.11. 20. EXISTING ROOFING MEMBRANE TO BE REMOVED. OPENINGS IN ROOF FOR EQUIPMENT TO BE REMOVED WILL BE INFILLED WITH MATCHING FRAMING MEMBERS AND DECKING. PROVIDE MINIMUM R-30 RIGID INSULATION OF EQUAL THICKNESS OVER INFILLED OPENING AND COVER ENTIRE ROOF AREA WITH NEW SINGLE PLY ROOF MEMBRANE. I I I ` C,0 I � �-9 l I C,°��CATCH BASIN TYPE I I (2) STORY OFFICE BUILDING RIM=316.63 I I.E. 308.28 24" C SW II 259495 S.F. / FLOOR .� �� I.E. 308.48 18„ C SE I.E. 308.58 18 C NW I (509990 S.F. GROSS) II OVER 25,495 PARKING LEVEL'RII T3POE 718 �0 SANITARY MANHOLE TC P WATER RIM=316.99 II P-1�1D PIPES I.E. 299.86 MID -CHANNEL 100 } q 6v I � , q, I f Cityderal Way II0.0, BUILD 1 1 I S I ,' ��j ACCESSIBLE PATH FROM STREET TO MAIN ENTRANCE OF BUILDING I PLANS R F CODE COMPL C SANITARY MANHOLE I C" o Consultants (\C3 RIM=31 6.99 I.E. 298.94 MID -CHANNEL °s CATCH BASIN TYP I a, e: 0 1 " 02 rya o .000 1 RIM=315.55 I.E. 310.95 12" CMP E I 6' I.E. 310.35 18" C NWT I.E. 303.07 24" CMP ,, I ........ I.E. 310.97 12" C NE �A- z ICATCH BASIN TYPE `Al' 1 , RIM=315.56 I.E. 313.31 12" �1 r b ACCESSIBLE ❑PARKING] p ® T A- 8 BUS r p❑0 S PACES 6, . 72 J 1 ,C 11 1 ARE G _)>a-�'• FIRE _ f � � SHEHYDRANT - - . Na CAp��1G _ - � a r '- __ J - S _ 7 6 _ 3�pE u� _ b p:� __ __ - 1 o F.H. l -3 kk •],. o c r - OUTDOOR PLAZA �� - - - -_ r - I . 312 HOLE - _ I z \TOR} _- = - `_ - G U I _- == P PSW Cn / 0 111�SGApING =_r-- CATCH BASIN TYPE I I MP N R�-� ��I - UM RIM=31 1.71 l v P NE a N _ -_ =- _-�� C PALM I 12" CMP NW II S' on _ ►_-�-� - - PSp�APL . I 12" CMP SE _-- _--- _ .. . . . . .. . . . . . . . . . . . . .... � - RG I _ (TENANT IMPROVEMENT) Il 1 L 1 ASPA HATCHED AREA REPRESENTS ►t .... .. .... .. .... TENANT PREMISE AND WORK II '►� II AREA THIS PERMIT 1, DRAIN MANHOLE 3 z II (SECOND FLOOR) RIM=311.60 .... I )7.60 12" CMP N �, 'I SEE PLANS FOR T.I. )7.60 12" CMP S UNKNOWN VAULT l ASPHALT PARKING I 1 -� I '\'_ASPHAL \ DUMSTER PAD CATCH BASIN TYPE 1 R 1 M = 310.13 II north I.E. 307.92 12" CMP N I 1I Il LEGAL DESCRIPTION VICINITY MAP LOT 34 OF WEST CAMPUS OFFICE PARK DIVISION 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 97 OF PLATS, PAGES 55 THROUGHCOD 58, INCLUSIVE, IN KING COUNTY WASHINGTON; EXCEPT THAT PORTION OF $ SAID LOT 34 LYING SOUTHWESTERLY OF THE FOLLOWING DESCRIBED LINE: ��. Geaeh€aLan COMMENCING AT THE SOUTHEAST CORNER OF LOT 34; w �- 4� t r' 32B�n PI - v E'-) { THENCE SOUTH 76' 15' 05" WEST 498.54 FEET TO THE TRUE POINT OF �D m 33ot�i 9c. v VZ7 SW �', . f- C, BEGINNING; THENCE NORTH 27° 1 1' 14" WEST 114.64 FEET TO THE TERMINUS OF SAID LINE. 33M4 51 f - s � - _ 3 ,s 7 5 . - - (ALSO KNOWN AS LOT B OF LOT LINE ADJUSTMENT NO. 8802019, RECORDED MAY 9, 1988 UNDER RECORDING NUMBER 8805090973.)- a� SITE• I.`,y .; PARCEL # 926500-0340-00LL 5 _ Federal N Way s 33e,R s s 33Ff1, , }..' cn. 53�k5th5ti n' SITE & BUILDING SHELL STATISTICS Yx 53301st c v 3v y 71 CODE: 2003 IBC, FEDERAL WAY ZONING CODE ZONE: OP F-:: err•€ i �� 71.ry -,:n . s --- Y CONSTRUCTION TYPE: II B SPRINKLED OCCUPANCY TYPE: B, OFFICE & S-2, OPEN PARKING GARAGE SITE AREA = 131,357.68 S.F., 3.01 ACRES BUILDING AREA BLDG. = 25,495 S.F.; per FLOOR = 50,990 S.F. TOTAL PROJECT TEAM OVER 25,495 S.F. OPEN PARKING GARAGE (76,485 S.F. TOTAL) BUILDING OWNER: EDIFICE INVESTORS LLC PARKING SHOWN FOR BUILDING: 3059 SANDSTONE ROAD STANDARD @ 8'-6" & 9'-0" x 18'-0" 131 STALLS ALAMO, CA 94507 (310) 999-4646 COMPACT Q 8'-0" x 15'-0" MIN. (24%) 41 STALLS CONTACT: JOHN GILCHRIST ACCESSIBLE Q 8'-0" x 18'-0" MIN. w/ 25'-0" DRIVE 6 STALLS ARCH ITECT/APPLICANT: LANCE MUELLER ASSOCIATES TOTAL 181 STALLS 130 LAKESIDE, SUITE #250 PARKING COVERED (P1 GARAGE LEVEL) 58 STALLS SEATTLE, WA. 98122 PARKING UNCOVERED (SITE PARKING) 123 STALLS (206) 325-2553 FAX (206) 328-0554 CONTACT: ED MINSHULL ALLOWABLE AREA/MIXED OCCUPANCY: B, S-2 & S-1 CONTRACTOR: DP INCORPORATED ALLOWABLE AREA FOR TYPE S-1 BUILDING (MOST 17,500 S.F. 19936 BALLINGER WAY NE RESTRICTIVE) (I.B.C. TABLE 503) SEATTLE, WA. 98155 (206) 361-2989 ALLOWABLE AREA INCREASE FOR FRONTAGE OR 13,125 S.F. CONTACT: BRIAN WHINIHAN YARD (I.B.C. 506.2) (75% FOR WIDTH GREATER THAT 30' ALL SIDES) ALLOWABLE AREA INCREASE FOR AUTOMATIC 35,000 S.F. SPRINKLERS (I.B.C. 506.3) (200% - MULTISTORY BUILDING) ALLOWABLE AREA (single floor): 65,625 S.F. ALLOWABLE MAXIMUM AREA FOR MULTI STORY BUILDING (3 STORY) (I.B.C. 506.4) (MULTIPLY BY 3) MAXIMUM ALLOWABLE AREA: 196,875 S.F. OCCUPANCY SEPARATION: BUILDING WILL UTILIZE NONSEPARATED USE PER I.B.C. SECTION 302.3.1 THROUGHOUT. TENANT IMPROVEMENT STATISTICS TENANT: PENINSULA TRUCK LINES, INC CODE: 2018 IBC, IFC, ]PC, IMC, ICC/ANSI A117.1 REVIEWED FOR CODE OCCUPANCY: B OFFICE COMPLIANCE CONSTRUCTION TYPE: II-B FIRE SPRINKLED FOR CABLE COMPLIANCEWITHIDTHEIDENTIFIED BELOW. CONSTRUCTION CONSTRUCTION CODES IDENTIFIED BELOW. ®STRUCTURAL SITE ZONING: OP ®BUILDING MECHANICAL ®PLUMBING []ELECTRICAL ®ENERGY ®ACCESSIBILITY []FIRE THERMAL PERFORMANCE: EXISTING INSULATED/CCNDRICNED SPACE. PLAN DOES DOES NOT AUTHORIZE CONSTRUCTION TO NAUTHORIZE IONTO CONSTRUCE OF CTION PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY. Y-•�{�`� DATE 04/25/23 TENANT AREA: OFFICE (SECOND FLOOR) 11,774 S.F. W EST COAST CODE CONSULTANTS, INC. TOTAL TENANT AREA: 11,774 S.F. PROJECT NOTES 1. MECHANICAL SYSTEM IS DESIGN/BUILD UNDER SEPARATE PERMIT. PROJECT DESCRIPTION SYSTEM IS TO CONFORM TO REQUIREMENTS OF WASHINGTON STATE ENERGY CODE AND WASHINGTON STATE VENTILATION & INDOOR AIR QUALITY CODE TABLE 3-4. THIS SET OF PLANS IS FOR PENINSULA TRUCK LINES, INC. TENANT 2. ELECTRICAL SYSTEM IS DESIGN/BUILD UNDER SEPARATE PERMIT. IMPROVEMENT. THIS PERMIT INCLUDES 3 NEW PRIVATE OFFICES AND A RECONFIGURED 11,774 S.F. TENANT SPACE. THE EXISTING MULTI -PURPOSE SYSTEM IS TO CONFORM TO REQUIREMENTS OF STATE ENERGY CODE. #128 AREA HAS BEEN REDUCED TO UNDER 750 S.F. 3. SPRINKLER SYSTEM IS DESIGN/BUILD UNDER SEPARATE PERMIT. SYSTEM IS TO MEET REQUIREMENTS OF 2012 IBC SECTION 903, 2003 UFC, NFPA 13, 903.3.2 QUICK RESPONSE HEADS AND FEDERAL WAY DRAWING LEGEND FIRE MARSHAL. DOOR NUMBER III =1I EARTH 9 f DEFERRED SUBMITTALS A ELEVATION * FIRE SPRINKLER SYSTEM MODIFICATIONS AND PERMIT. GRAVEL/ROCK D A1.2 B INTERIOR SHEET ELEVATION C NUMBER * FIRE ALARM SYSTEMS AND PERMIT. ."' CONCRETE 2 DETAIL � �• ' PLUMBING . ..' . DETAILS A1.2 MECHANICAL ASPHALT PAVING SHEET NUMBER WOOD FRAMING AA SECTION BUILDING TA3 U BLOCKING OR SHIM SHEET SECTIONS NUMBER FINISH WOOD REVISIONS A WALL TYPES 'T CLASS (ELEVATION) , - - - -, SHEET INDEX 2 i i ENLARGED GLASS(SECTION) A1.2 { I PLANS /DETAILS GYPSUM WALL BOARD ARCHITECTURAL CAULKING/SEALANT PLYWOOD TA1.1 SITE PLAN / COVER SHEET COLUMNS OR CS1.1 CODE SUMMARY SHEET BRICK A GRID LINES D 1.1 DEMO PLANS TA2.1 SECOND FLOOR PLAN, DETAILS ACOUSTIC TILE * TA3.1 REFLECTED CEILING PLAN, DETAILS / (OR) T TEMPERED GLASS TA4.1 BUILDING SECTION, WALL TYPES, DETAILS RIGID INSULATION TA5.1 ROOM FINISH & DOOR SCHEDULES, DETAILS 52.51Y FINISH GRADE TA6.1 TYPICAL METAL STUD DETAILS BATT INSULATION METAL (50•00) EXISTING GRADE RESUBMITTED Apr 18 2023 M N p`� � I r 4 I m U7 U7 W a OCL wt= 5; m c W �a W N r o C CD g K7 N N ED O wz W U Lu tz wZ L� pr- 3 '9 N W o U w Z a � N -4 4 F- �L�j CL cu n [t$ L a 0 C7 CD E _ cc cn ^'� _a Qco �+ E _ cc H CD CLQ LO H [CD co LL L Q in W in Ln N in Q Rl In Q �n U 0 CV W N uJ N m Q� w U J �y LL Q W Win �-- J • W J o W W (N = w V) D rn � I . W W w v D to w c) Z Qo Z J Q "' Q sheet TA1.1 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 23-101124-00-CO i ------------------ I I I I I I I I E OFFICE 252 OFFICE 253 I I I OFFICE � 254 EXISTING STAIR - - - - zs0 F.E.C. LxLI��-261-� I COPY 262 XIT OFFICE I I I 263 I OFFICE OFFICE zs4 HALL 266 I I 2fi5 I I II n I I OFFICE 2fi7 41 1 �I I OFFICE 2fi8 I I I I I I I I I OFFICE I I I 270 OFFICE 269 I J I 1 I I OFFICE a 271 OFFICE I 272 FIRST FLOOR EXITING PLAN Scale: 1 /8"=1'-O" EXITING NOTES SPRINKLED BUILDING 2018 I.B.C. ALLOWABLE EXIT ACCESS TRAVEL DISTANCE TABLE 1017.2 B = 300' E.A.T.D.: = EXIT ACCESS TRAVEL DISTANCE C.P.E.T.: = COMMON PATH EGRESS TRAVEL - MAX. 100 FT D.D.: = DIAGONAL DISTANCE S.D.: = SEPARATION DISTANCE (MINIMUM 1/3 DIAGONAL) OCCUPANT LOAD TABLE 1004.5 BUSINESS AREAS - 1 PER 150 GROSS TENANT AREA: PENINSULA TRUCK 11,774 S.F. OCCUPANTS: BUISINESS (11,026 S.F./150) 73 CONF. ROOMS (749 S.F./15) 49 TOTAL OCCP. LOAD THIS TENANT 122 NUMBER EXITS REQUIRED FOR TENANT 2 NUMBER EXITS PROVIDED FOR TENANT 3 EXIT WIDTH REQUIRED 122 x .20" = 30" EXIT WIDTH PROVIDED 1081, PROVIDE 2A-10 BC FIRE EXTINGUISHERS 1/3000 S.F MAX. - 75' MAX. TRAVEL DISTANCE LOCATION PER FIRE MARSHAL ALLOW 4 IN TENANT SPACE F I x I I I I I F.E. I I I I I I I I I OPEN OFFICE 11 z55 LLi �s -10 I BUSINESS 1 73 B F.E. I OFFICE OFFICE 274 115 HALL I 277 4 -Qa I F.E.C. OFFICE OFFICE I OFFICE 273 11Y IIN LEGEND EXIT SEPARATION DISTANCE: COMMON PATH OF TRAVEL MAXIMUM TRAVEL DISTANCE -- --- - - - - -- EXIT EXIT ENCLOSURE OR DISCHARGE POINT W/ ILLUMINATED EXIST SIGN ABOVE (W/ BATTERY BACK UP) 0 -f :RECEPTION ...........:':. •'•'•'• • • • • ...................... ............................... . 0 OFFICE 276 .•••'•'.'.'.'.'.'.'.'.'.':.'.'.':.'.'.'.'.'.'.'.':.'.'.'.'!'.'.'.'.'.'.'.'.'.'.'.'..'.'.'..'.'.'.'.'.'.'.'..'.'.' '••• ..............' m>m _....... ...................... ....-........ -r .'. ..� ...i6ib .I.'..:,:.:•:•:.:.: :..:.:.:.:.:.•....'.,..-.. ............................... ........ .. ........... ............................. ....... .............. ........ ............ - I ..1 .:....-...-.-... .: . . ........ .......... I BREAK .:.:..;.:.;....... ............................ 256 L_ - - - - w :::.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:I:':::::::::::::::::::: :::: L.......... ...... PANTRY ...:I.24t 2O ............ I ::. .................. ... ':':. I .'............ . - - -:::::::::.:.:.:.:.:..:.:.:.:.:.:.:.:.::: J:_::::......::::::::::::::::::::: `.................................................... ............4...4...................... F 11 ... . ........... 25$ ... ... .. " ...... ... ....... ............ .... ...... .. .:.: '.'. .'.' .. ............. :.:. .'..'.' --...'.'.'.': . .. ..' STORAGE : :, . : 259 : :.:. ........ ` .y .......... .......... . ............ . .•L .. �T .• ' ...•.•....•....•. .'... . r. .' .'.'.'.'.'.'.'.•:..' ....:.......3,.'.'.' ..,.'.......,.'.....,.'... :�:::_:' :::::: L•:�:�a :.:.:.:... ::.:..:.:.:...... . ..:.:.::::�: :.......... .... \ .... :-:-:..........'..... : -: #.... :... ..'.'.': . ......... ..................... .................. ::::. ...-. .'.'.'... ...........'.'..'.':.. ID A(D OFFICE10 .'.'.','.'. ,'.•.',',':: ,',':: ,',' 284:,:.:::.:.:.:::::.:.:.:::.:.:::: :::::,:.:: :.:: ::,:.:::::,:.:: w I OFFICE ........... -:.- :-. 283 ::':' ' .............. '�.' ' ' ' .....:'... '.. . 1. I ;,;,;,;,;,;,;,;,;,;,;,;,;,;,,;,;,;,;,;,;,;,;,;,;,;,;,;,;,;-'-'-'.'-'-'-'.'.:.;. i OFFICE ::::::::::::::::::::::::: ::::::::: fX -: .:-:-:.:-:- :-:- :-:-:...:. :.:-:- :.:-:-: I MULTI -PURPOSE cc CNJ 281 OFFICE I 28O I ASSEMBLY I I I I t L C 0 4' 8' 16' 24' PLAN LEGEND EXISTING WALL (SHADED) ® GLASS(SECTION) NEW INTERIOR WALL PER PLANS GYPSUM WALL BOARD CAULKING/SEALANT III -III -III EARTH ® PLYWOOD GRAVEL/ROCK RIGID INSULATION ' CONCRETE ® BATT INSULATION METAL ® ASPHALT PAVING DOOR NUMBER (E=EXISTING) ® WOOD FRAMING BLOCKING OR SHIM A ELEVATION FINISH WOOD ❑ A1.2 B SHEET INTERIOR ELEVATION � GLASS(ELEVATION) NUMBER WALL TYPES 2 DETAIL DETAILS A1.2 SHEET NUMBER I L REVISIONS 2 f i ENLARGED A1.2 PLANS /DETAILS 1 COLUMNS OR A GRID LINES *(OR) T TEMPERED GLASS GENERAL NOTES mr.011I12reI -MIN �IIReIK�I�I•�C::i�PJ[�I�y>r:�1►1�1A>iiIr■;CI�1ly:i•�>t►J��Iil:Z�PIIi]�i1C•1�'i:•�iC+l 30+IIPIJ11[ 11S'3CC7>rtF�C[►[eiK+]��C:iII+�C[+]III 2. ALL WORK SHALL CONFORM TO APPLICABLE CURRENT FEDERAL, STATE AND LOCAL CODES. THE CONTRACTOR IS TO PROVIDE FOR ALL REQUIRED NOTIFICATION OF AND COORDINATION WITH THE CITY AND STATE AGENCIES, AND PROVIDE REQUIRED PERMITS. ALL TESTS AND INSPECTIONS ASSOCIATED WITH OBTAINING APPROVALS TO PROCEED WITH AND COMPLETE THE WORK SHALL BE PAID FOR BY THE CONTRACTOR. 3. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS, EQUIPMENT AND TRANSPORTATION NECESSARY OR REASONABLY INFERABLE AS BEING NECESSARY FOR THE EXECUTION OF THE WORK. BY SUBMITTING A PROPOSAL, THE CONTRACTOR REPRESENTS THAT THROUGH EXAMINATION OF THE SITE AND ALL EXISTING CONDITIONS AND LIMITATIONS HAVE BEEN MADE AND THAT THE CONTRACT DOCUMENTS HAVE BEEN EXAMINED IN COMPLETE DETAIL, AND THAT IT IS DETERMINED BEYOND DOUBT THAT THE DRAWINGS, SPECIFICATIONS AND EXISTING CONDITIONS ARE SUFFICIENT, ADEQUATE AND SATISFACTORY FOR CONSTRUCTION OF THE WORK. WHERE MINOR ADJUSTMENTS TO THE WORK ARE NECESSARY FOR THE PURPOSES OF FABRICATION AND INSTALLATION OF ITEMS, OR RESOLUTIONS OF CONFLICTS BETWEEN ITEMS, WITHIN THE INTENT OF THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS AT NO ADDED EXPENSE TO THE OWNER. WHERE SUCH MINOR ADJUSTMENTS AFFECT FUNCTIONAL OR AESTHETIC DESIGN OF THE WORK, THEY SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. 4. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER, INCLUDING AREA FOR WORK, MATERIALS STORAGE, ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR NOISY WORK, TIMING OF WORK AND INTERRUPTIONS OF MECHANICAL AND ELECTRICAL SERVICES. 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. 6. CONTRACTOR SHALL ADHERE TO ALL BUILDING STANDARDS. ANY CHANGE TO SAME SHALL BE SUBMITTED TO ARCHITECT IN WRITING FOR REVIEW AND APPROVAL. 7. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER THAT THEY REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGE AND PATTERN PRIOR TO INSTALLATION FOR ARCHITECT'S APPROVAL. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND PRODUCT DATA FOR ARCHITECT'S APPROVAL ON ALL SPECIAL ITEMS REQUIRING CUSTOM FABRICATION. . $Ifnk C:�r�l�f�:a��i►J�:�ra�n��nll mk "]?T61 mm li96IN13Cr61NNf1k &I"Im 2r��r��I�la�l:a lm011111111:�r k &I 9. CONTRACTOR SHALL PROVIDE SOLID WOOD BLOCKING IN PARTITIONS FOR ALL WALL MOUNTED FIXTURES AND DEVICES UNLESS INDICATED OTHERWISE ON THE DRAWINGS. 10. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE. 11. EXISTING WORK DAMAGED AS A RESULT OF WORK UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, SUBJECT TO ARCHITECT'S APPROVAL, AT NO ADDITIONAL COST TO OWNER. ALL REPLACEMENT MATERIAL REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE, AND SHALL BE APPROVED BY THE ARCHITECT AND OWNER PRIOR TO INSTALLATION. 12. ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND SERVICE DISRUPTED OR REMOVED DURING CONSTRUCTION SHALL BE RESTORED AND REPLACED UNLESS NOTED OTHERWISE. 13. INSTALLATIONS OF MECHANICAL, ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING OF SOME EXISTING WALLS, CEILINGS, OR FLOOR CAVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING, EXCEPT WHERE NOTED OTHERWISE. FILL ALL HOLES AND VOIDS IN FLOORS, WALLS AND CEILINGS WHICH RESULT FROM INSTALLATION OF WORK, AND REMOVAL OF EXISTING MATERIALS AND EQUIPMENT REQUIRED BY THIS CONTRACT. PATCHED AREAS SHALL MATCH THE MATERIALS, FINISHES, AND LEVELS ADJACENT, OR SHALL BE PUT IN THE PROPER CONDITION TO RECEIVE THE FINISH INDICATED. 14. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE WITH REFERENCED STANDARDS OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCE STANDARD OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT FOUR (4) COPIES OF COMPLETE BACK-UP INFORMATION FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WILL BE ACCEPTED. 15. CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPLIANCE WITH LOCAL FIRE CODE. PROVIDE FOR ALL REQUIRED SHOP DRAWINGS AND APPROVALS. 16. MECHANICAL AND ELECTRICAL FIXTURES, OUTLETS, ETC. WHEN SHOWN ON THE ARCHITECTURAL DRAWINGS ARE FOR LOCATION INFORMATION ONLY. MECHANICAL AND ELECTRICAL TO BE DESIGNED BY OTHERS. ALL CIRCUITING COORDINATION TO BE BY OTHERS. 17. CONTRACTOR IS TO PROVIDE DRAWINGS FOR ARCHITECT'S & TENANT APPROVAL SHOWING LOCATIONS OF ALL HVAC THERMOSTATS, GRILLES, AND DIFFUSERS, FIRE AND SMOKE DETECTION DEVICES INCLUDING SPRINKLERS, FIRE EXTINGUISHERS AND HOSE CABINETS ETC. 18. ANY CHANGE IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF MECHANICAL OR STRUCTURAL COMPONENTS MUST BE APPROVED BY ARCHITECT & TENANT. 19. ALL WOOD IN CONTACT WITH FLOOR SLAB TO BE PRESERVATIVE TREATED WOOD PER I.B.C. SECTION 2304.12. CHAPTER 10 - MEANS OF EGRESS SECTION 1008 - MEANS OF EGRESS ILLUMINATION PROVIDE MEANS OF EGRESS ILLUMINATION WHERE SHOWN AT A MINIMUM OF 1 FOOT CANDLE AT EGRESS PATH TO MEET SECTION 1008.2.1 EXISTING TO 5-0" OUTSIDE EGRESS DOOR - EMERGENCY POWER LIGHTING REQUIRED THROUGHOUT PER IBC 1008.3 PROVIDE: EMERGENCY POWER FOR MINIMUM 90 MINUTES. (BATTERY BACK-UP) - AVERAGE INITIAL ILLUMINATION OF 1 FOOT CANDLE (11 LUX) MAXIMUM TO MINIMUM UNIFORMITY RATIO OF 40 TO 1, MAXIMUM SEE FLOOR PLAN FOR PATH SECTION 1010 - DOORS, GATES AND TURNSTILES RATED, SIZED AND HARDWARE PROVIDED TO MEET SECTION 1010 PER IBC 712.1.9 & 1019.3 EXIT ACCESS STAIRWAYS BETWEEN ONLY TWO STORIES DO NOT NEED TO BE ENCLOSED SECTION 1013 - EXIT SIGNS PROVIDE EXIT SIGNAGE TO MEET SECTION 1013.1 SECTION 1016 - EXIT ACCESS ALL SPACES EXIT DIRECTLY TO THE EXTERIOR, THROUGH AN ENTRY FOYER OR THROUGH AN INTERVENING SPACE (SECTION 1016.2) SECTION 1017 - EXIT TRAVEL DISTANCE SEE TABLE 1017.2 FOR TRAVEL DISTANCE INFORMATION. MAX. TRAVEL DISTANCE GROUP B-300' SECTION 1022 - EXITS COMPONENTS AND OPENINGS ARE SHOWN ON THIS SHEET AND ON INDIVIDUAL FLOOR PLANS SECTION 1028 - EXIT DISCHARGE ALL EXITS DISCHARGE AT THE GROUND LEVEL - SEE SITE PLAN SECTION 803 INTERIOR WALL AND CEILING FINISHES ARE TO COMPLY WITH TABLE 803.11: "B" OCCUPANCY ROOMS AND ENCLOSED SPACES - CLASS "C" FLAME SPREAD INDEX 76-200 SMOKE DEVELOPED INDEX 0-450. RESUBMITTED OCCUPANT CRITERIA Apr 18 2023 OCCUPANT CLASSIFICATION (SECTION 302) OCCUPANT LOAD FACTOR PER TABLE 1004.5 CITY OF FEDERAL WAY GROUP B - 150 GROSS COMMUNITY DEVELOPMENT EGRESS WIDTH SERVED FOR STAIRWAYS 1005.3.1 - .3 INCHES PER PERSON EGRESS WIDTH FOR OTHER COMPONENTS 1005.12 - .2 INCHES PER PERSON SITE & BUILDING SHELL STATISTICS CODE: 2003 IBC, FEDERAL WAY ZONING CODE ZONE: OP CONSTRUCTION TYPE: II B SPRINKLED OCCUPANCY TYPE: B, OFFICE & S-2, OPEN PARKING GARAGE TAX PARCEL NUMBER. 926500-0340-00 SITE AREA = 131,357.68 S.F., 3.01 ACRES BUILDING AREA BLDG. = 25,495 S.F.; per FLOOR = 50,990 S.F. TOTAL OVER 25,495 S.F. OPEN PARKING GARAGE (76,485 S.F. TOTAL) PARKING SHOWN FOR BUILDING: STANDARD @ 8'-6" & 9'-0" x 18'-0" 131 STALLS COMPACT @ 8'-0" x 15'-0" MIN. (24%) 41 STALLS ACCESSIBLE @ 8'-0" x 18'-0" MIN. w/ 25'-0" DRIVE 6 STALLS TOTAL 181 STALLS PARKING COVERED (P 1 GARAGE LEVEL) 58 STALLS PARKING UNCOVERED (SITE PARKING) 123 STALLS ALLOWABLE AREA/MIXED OCCUPANCY: B, S-2 & S-1 ALLOWABLE AREA FOR TYPE S-1 BUILDING (MOST 17,500 S.F. RESTRICTIVE) (I.B.C. TABLE 503) ALLOWABLE AREA INCREASE FOR FRONTAGE OR 13,125 S.F. YARD (I.B.C. 506.2) (75% FOR WIDTH GREATER THAT 30' ALL SIDES) ALLOWABLE AREA INCREASE FOR AUTOMATIC 35,000 S.F. SPRINKLERS (I.B.C. 506.3) (200% - MULTISTORY BUILDING) ALLOWABLE AREA (single floor): 65,625 S.F. ALLOWABLE MAXIMUM AREA FOR MULTI STORY BUILDING (3 STORY) (I.B.C. 506.4) (MULTIPLY BY 3) MAXIMUM ALLOWABLE AREA: 196,875 S.F. OCCUPANCY SEPARATION. BUILDING WILL UTILIZE NONSEPARATED USE PER I.B.C. SECTION 302.3.1 THROUGHOUT. TENANT IMPROVEMENT STATISTICS TENANT: CODE: OCCUPANCY: CONSTRUCTION TYPE: SITE ZONING: 11moll :i►1:1■,1:i11II:i�U-12IN9 TENANT AREA: OFFICE (SECOND FLOOR) TOTAL TENANT AREA: PENINSULA TRUCK LINES. INC 2018 IBC, IFC, IPC, IMC, ICC/ANSI A117.1 B OFFICE II-B FIRE SPRINKLED OP EXISTING INSULATED/CONDITIONED SPACE. 11,774 S.F. PROJECT DESCRIPTION THIS SET OF PLANS IS FOR PENINSULA TRUCK LINES, INC. TENANT IMPROVEMENT. THIS PERMIT INCLUDES 3 NEW PRIVATE OFFICES AND A RECONFIGURED TENANT SPACE. THE EXISTING MULTI -PURPOSE #128 AREA HAS BEEN REDUCED TO UNDER 750 S.F. M] N I I P`7 m v v z U J OL O o - CL 6 � a � N r7 N a S W S v t 0 I o M v U wo elf w � w9 W Lu UW rn �� N REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELO ®BUILDING ®STRUCTURAL ®MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENT DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. f� 04/25/2 '^"'0"'-� �' BY: DATE: WEST COAST CODE CONSULTANTS, IN � ] CZ �H a� CD Cu Cn" 00 •i .J CU ,2 F� D x D C 5 CU L cc Co vLm Q cc IE = H CO Ln 0] co 0] (- M LL Q � N - Lh f a N P7 - Q w v ❑ N a «j �r+�� N � N u! m a Q f� w L) J �y Q LL Ill LLI W rn J • J �° w w Lrl I• W W v w Z Y Q Q 6 / _1i o :m J Q "' ZD (/-) sheet W o CS1 a .1 U SECOND FLOOR REFLECTED CEILING DEMO PLAN Scale: 1 /16"=10-0" LEGEND — — — — — — — TO BE DEMOLISHED EXISTING TO REMAIN NEW WALLS SHOWN FOR CLARITY F m L c SECOND FLOOR DEMO PLAN Scale: 1/16"=V-0" LEGEND — — — — — — — TO BE DEMOLISHED EXISTING TO REMAIN L c 23-101124-00- Ii�T REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING ®STRUCTURAL ®MECHANICAL ®PLUMBING []ELECTRICAL®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: lam` DATE:04/ZS/23 WEST COAST CODE CONSULTANTS, INC. RESUBMITTED Apr 18 2023 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT N I I P'7 m 0 v U] 2 b H U J 11 Q H � o LL.I 0 C � a o G r7 N W $ u M Ci M O O:z C J C7 H ~ LJ 2 w ,3 � Q � W 0 UrW CD (m N r4 N 1� L U +� F W 3 ♦ qr�. cc A • J /i L � 0 L� 0 co cc ) C (/] o Q E _ co 3: _ Lo c� m � - Lo Q In Ln W `n N — Ln J N U 0 N N j� Lo N C� LJ J [j) L r Q "ll w U J H N Li Q W wLo Ld J • J o Ln W N Ld C � Lo L I• W w 0 L) Ld z W Q J Q O Q J Q J 0_ sheet a m D1.1 W O 23-101124-00-CO -1 FIELD TECHNICAL INFORMATION Application recommendations for work at the wall or ceiling I I I Interior Non -Load Bearing Partition Bracing Option 10 Attachment options to structure (wood, concrete or steel) ` a. Attachment devices to structure %4-inch (6rnm) diameter x STRUCTURE 3-inch (75mm) long closed -eye wood screws; minimum penetration 1 inch (25mm) into the wood member. } b. No. 12 ga. splay wire looped around bottom chord of Two 12 ga. Splay wires open joint or truss. at max. 8' (2,500mm) o.c. Max. 10' c. Metal 2-inch x 2-inch (50mm x 50mm) angle, attached to (3000mm) concrete or steel with approved fasteners. Suspended Approx. 45' d. Tie wire spike minimum'/i6-inch (5mm) diameter x 2 ceiling ` inches (50 mm) long, drilled and hammered for concrete. e, Tie wire wedge anchor'/4 inch x 1'/4 inches (6mm x 44mm), for concrete. f. Beam/flange clamps for steel structure members. Partition Splay wire to be wrapped around itself three full turns; within a 3-inch (75mm) length. 1119 Attachment options at partition a. Attach partition track to suspended ceiling main runner with two No. 8 S-screws. (Detail A only.) b. '/a -inch (6mm) closed -eye bolt through partition track. STRUCTURE 10' c. 2-inch x 2-inch (50mm x 50mm) metal angle with two One rigid brace at max. 8 feet I I No. 8 S-screws in partition track. (2,500mm) o.c. at alternate Max. 10' Splay wire to be wrapped around itself three full turns; sides or splay wires as show (3,000mm) within a 3-inch (75mm) length. in detail A. Approx. 45' ID Bracing a. Plenum height to 5 feet (1,500mrn): Use'/4-inch (19mm) 16 ga. (.0566 in.) cold rolled channel or "A -inch (221nm) Suspended -� 25 ga. (.0188-inch) furring channel or 1 s/8 in. (41 mm) 25 Ceiling ga. (.0188-inch) steel stud. b. Plenum height 5-10 feet (1,500-3,000mm): Use nested or back to back 31/2-inch (90mm) 25 ga. steel studs. c. Attach to partition with two No. 8 S-screws. Partition NORTHWEST WALL AND CEILING BUREAU 2825 EASTLAKE AVE E #350 4846 N.E. 102nd E-MAiL SEATTLE, WA 98115 PORTLAND, OR 97220 tech@nwcb.org PHONE (206) 524-4243 TEL (503) 295-0333 www.nwcb.org FAX (206) 524-4136 FAX (503) 295-2733 Steel Framing 200-501 Interior Non -Load Bearing Partition Bracing Option Page 2 of 2 11 /11 jl 5/16"drill-in expansion anchor minimum or approved fastener Structural )45' Concrete Metal Angle 2" wide x 2" long x 12 ga, min, (50mm x 50mm x 12 ga.) 3 tight turns Splayed Seismic Bracing Wire Partition Attachment to Acoustical Ceilings (connections for nonbearing partitions) • There are two considerations when bracing partitions: 1. The interior non -load bearing partition shall be braced to meet Chapter 13 of ASCE 7-2010. 2. Acoustical ceilings shall be laterally braced to meet Chapter 13 of ASCE 7-2010. • The intent of the code is not to use lay -in acoustical ceiling grid as an alternate method of bracing interior non -load 0 ---! I --_ ---- until permanent bracing is installed. The attachment of ■ stud track to the acoustical grid does not violate the intent of the code, provided that the permanent bracing options 4 J for the nonbearing partitions are installed (reference ICBO Structural Structural ES report 4071 Seismic Connection Details for Gypsum Concrete Steel Nonbearing Partitions and Suspended Ceilings). Metal Angle • 12 ga. Splayed Seismic Bracing Wire NOTE: - A non -load bearing partition (gypsum board or plaster) that ends at or just above a suspended lay -in -tile ceiling system requires lateral support by means directly to the structure. Exceptions: - if the partition goes all the way up and is attached directly to the structure. Wood i if end of partition is within 8 feet (2,500mm) of an Joist intersecting partition. ^, • A partition system may be attached directly to the support 1 and/or framing member of a suspended gypsum board or plaster system, 12 inches (300 mm) o.c. without the lateral bracing. 3 x /4 d+ameter (75mmx x 6mm) closed Partitions to resist 5 lbs/p.s.f. transverse load. eye screw with 1 in. min. penetration into • Maximum partition weight 15 lbs/p.s.f. wood. • It is accepted practice to attach the partition track to the acoustical grid system temporarily for alignment until permanent bracing is installed 12 ga. Splayed Wire "\ This technical documentis to serve as a guideline and it is not NORTHWEST WALL AND CEILING BUREAU intended for any specific construction projects. NWCBmakes no (206) 524-4243 express or implied warranty or guarantee of the techniques, construction methods or materials identified herein. INTERIOR NON —LOAD BEARING PARTITION BRACING 'rm "JV Scale: N.T.S. I I I 13'-9 3/4' o OFFICE 251 LJL EX. OFFICE 252 I OFFICE 253 I 45'-4 1 /2" I I I I I I I F.E. I I I I I I I I I Ex. 1 OFFICE ] OPEN OFFICE 254 � 255 E—XIS'TING HALL 10'-5' 5'-0" 1l'-7' ' 265 1 COPY D OFFICE 2fi2 263 263 EX. 264 EX. I F.E. LLD OFFICE OFFICE ail HALL]l 2fifi 2f35 266 1 EX. 2ss Ex OFFICE I OFFICE 267 I 2fi8 co 5'-0" 11'-7" 5'-0" 16'-71/4" 1 1l'-61/8' I. _71 267 27iA EX. 270 D Ex. 269 I OFFICE EX. _; OFFICE 1 OFFICE OFFICE ] 270 274 275 � 269 271 HALL 1 EX. _ 272 273 _ _ 78 279 — EX. I OFFICE OFFICE OFFICE - OFFICE I OFFICE 272 273 278 I 279 I I 163-3 3/4• 12'-O• 12'-11 1/8" 12'-11 1/8" 12'-11 1X I I I I SECOND FLOOR PLAN J Scale: 1 /8"-1'--0" NOTE: 1. REFER TO 5/TA4.1 FOR WALL TYPES SHOWN THUS: �A 2. PROVIDE FIRE EXTINGUISHERS PER U.F.C. STANDARD 10-1, MIN 2-A 1 DBC OR BETTER FOR EACH 3,000 S.F. W/ MAX. TRAVEL DISTANCE OF 75FT (TYP.) 3. EXISTING FIRE SPRINKLER SYSTEM MODIFICATIONS ARE UNDER SEPARATE PERMIT 60'-0* 107 O RECEPTION a --- ------------ - II 1 j 1 II I 1 • ------==---------------- - ------ L'J L'Jm 11 J — _ - ■ I � ------------------------------------------------------------------ Em T �I I r. I _ _ Ill• —Aa 129999-9_2 I r I :- __ OFFICE I P AO AO.,gp OFFICE W."am iam ----- v 1 � i� OFFICE I _' I i. U _ B ................... ............ ...... .. ................ ................... ...................... .... ........ .. .......... ..... .. . ........... .. ....................... ... ........ . .................... .............. K. 280 ......'..'.'........................::.'.'................. ........... I ..........................�....Lid..... i •...•.•. .L'.� .�..�..�. •' :'. �.' .. NEW F.E.C. B B M I:.'.'.'::.'.'::.'.'.':.'.'.'::.'.'::.'.'.':.'.'.':.'.'.'::.'.'::.'.'.':.'.':.. ............ I PER3O TA4.1.............................................. ......................... .... ............... 280 C "' _ _ ... ................. EX. I _ .'.'. .'.'.':.'.'.'. .'.'. .'.'.':.'... ................. ...........'... ............................ I _ I :............. :...:.............. I I MULTI PURPOSE 1 •'ovp . ..................... .................... ..................... ........................E-.,,. . OFFICE B 1 2 81 I.'.'..'.'.'...'.'...'.'.':.'.'.'::.".'.':.':::.'.':::.':::.'.':::!' :...:...:...::..:. :...::..::...:...:...::. . _ �. . ......................".'.'..'.'.'..'.'.'...'.'...'.'.':.'.'...'.'.'..'.'.'..'.'.'...'.'.. ..'.'.'...'.' _..'.'.'..'.'.'..'.'.'..... .'. I...................... .................... ..................... ..........................I.. ...................... ..................... .................... ..........................'.I. I............. ........... ..................... ............................ 1 12'-9 3/4' 2' 38'-1 5/8" 1 F I I I L I I I 60'-0" I I 6 '-0" 12'-0" ,, 7'-0" 4. REFER TO 1/TA4.0 FOR DOOR AND RELITE TYPES 8. PROVIDE EMERGENCY EXIT LIGHTING PER THE 2018 I.B.C. SECTION 1008 (TYP) 5. ALL FINISHES TO MATCH EXISTING SPACE. 9. PROVIDE EMERGENCY EXIT SIGNS PER THE 2018 6. REFER TO SHEET TA4.0 FOR ROOM FINISH AND DOOR I.B.C. SECTION 1013 (TYP.) SCHEDULES. 7. REFER TO SHEET D1.0 FOR DEMO PLANS. t` c D 4' 8' 16' 24' REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING ®STRUCTURAL ®MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED a ON OF ANY FEDERAL, STATEL REGULATIONS. ��- DATE:04/25/23 BY: WEST COAST CODE CONSULTANTS, INC. RESUBMITTED Apr 18 2023 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT r') N I I 1+7 m v z U J a o LLJ C a o r M N I "I o N n W e d o Cl a: p LJ U J of: w2 cn = D _ 3 w LL UW N N �Cn U 3 � cc • J Cn ICU o L ,R F� 0 C CU CI) F U) _o Q F cc co e� L N co C7 LL LJ J Q rr] Lin W In N Ur J N LJ ❑ N 0 In N ra LI N CD 0) Q L r Q W U J H N W w Ld to J . Lw J o W N ., w � rn J I W W L] to W a Z V a a Q J 0 LL_ J Q 0 sheet Z a U TA2.1 Lij V F 23-101124-00-CO -1 FIELD TECHNICAL INFORMATION Application recommendations for work at the wall or ceiling Suspension Systems for Acoustical Lay -in Ceilings Seismic Design Categories D, E & F This document has been revised based on current Building Code standards. In all buildings, other that structures classified as essential facilities, suspended ceilings install in accordance with the prescriptiv provisions of the 401 document an deemed to comply with the Curren building code interpretation. This document provides the IBC-20( referenced standards for the installation of suspension systems for acoustical lay -in ceilings. Incorporation of this document will provide a more uniform standard for installation and inspection. This document is designed to accomplish the intent of the International Building Code (IBC) with regard to the requirements for seismic design category 0, E and F for suspended ceilings and related items. Unless supported by engineering, the suspension system shall be installed per these requirements. Manufacturers' recommendations should be followed where applicable. General Recommendations • Referenced sources per h ierarchy : 2 009 IBC (International Building Code), American Society of Testing Materials (ASTM C 635, ASTM C 636, ASTM E 580/E 580M), American Society of Civil Engineers (ASCE 7-05) and Ceil- ings and Interior Systems Construction Association (CISCA). ■ Partitions that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the structure. Bracing shall be indepen- dent of the ceiling splay bracing system. source: ASCE 7-05 section 13.5.8.E • Far further intonnation on bracing of non -load bearing partitions refer to NWCB technical document #200-501. • All main beams are to be Heavy Duty (HD), source: ASCE 7-05secton 13.6.6.2.2 a ■ All cross tees shall be capable of carrying the design load without exceed- ing deflection equal to 1 /360 of its span. Source CISCA zones 3-4 ■ These recommendations are irite nded for suspended ceilings including grid, panel or tile, light fixtures and air terminals weighing no more the 4 lbs. per square foot. Source: ASCE 7-05 section maxlmwn tzs> n. • All wire ties are to be three tight turns r around itself within three inches. Twelve gage Hanger wire spaced 4 foot on cen- ter (fig Ltre 1) - Source: ASTM C 636 item 2.3.4 11 ■ Changes in ceiling planes will require positive bracing. iigrrre i Source: ASCE 7-05 73.5.822 ; NORTHWEST WALL & CEILING BUREAU ct SUSPENSION SYSTEMS FOR ACOUSTICAL LAY -IN CEILINGS figure 2 Lateral Force Bracing {figures 2 and 3) Lateral force Bracing • 0elIings constructed of lath and plaster or gypsum board, screw or nail at- tached to suspended members that support a ceiling on ane level extending from wall to wall shall be exempt from the lateral force bracing requirements. e5^ar I*"7 a ygo ,..;.. Source: CISCA zones 34 ■ Lateral farce bracing is the use of vertical struts (compression posts) and splay wires (see figure 2). 4 12 gaga splayed e For ceiling areas exceeding 1,000 square feet, horizontal restraint of the call- :moo ies brace wires ing to the structural system (lateral force bracing) shall be p rov id ed. source: ASCE 7-05 section 13.5.622 c • Lateral Force Bracing shall be 12 feet on center (maximum) and begin no Mein t, fart her than S feet from walls. source: CISCA seismic zan as 34 • Seismic splay wires are to be four 12 gage wines attached to the main beam. Wires are arrayed 90' from each other and at an angle not exceeding 45' from figure 3 the plane of the ceiling. source: CISCA seismio zones 3-4 Maximum Recommended Lengths for • Seismic splay wires shall be attached to the grid and to the structure in such Vertical struts a manner that they can support a design load of not less than 200 pounds or th Id 1 .4th f # t f2 h h t f EMT CONUiT D 1/2' EMT conduit up to 5' 10' 3/i" EMT conduit up to 7' 8' 1' EMT conduit up to 9' 9' METAL STUDS Single 1sk' metal stud (20 gauge} up to 12' C" Sack -to -back 15A* metal stud up to 15' 0" (20 gauge) Single 21h* metal stud (20 gauge) up to 13' 6" Back-to-back 2 t/z' metal stud up to 15' 0' (25 gauge) .. ua eslgn oa , wl a sa ety ac or o , w Ic ever Is grey er (Igure 6bj. source: CISCA xones34 "Powder -driven shot -in -anchors" (PAF's), when used for seismic application as part of the prescriptive path in Seismic Design Catego des D, E and F, shall have an ICC- ES approval far seismic applications and shall require "special inspection" irrespective of the type of occupancy category the structure is in. PAP anchors for kicker wires (splayed wires installed for purposes other than seismic restraint) are exempt from this requirement. source: state of Oregon. Building Codas Division • Splay wires are to be within 2 inches of the connection of the vertical strut to suspended ceiling. source: CISCA seismic zones 3-3 • Rigid bracing may be used in lieu of splay wires. source- ASCE section 13.6.6.2.2 c • Ceilings with plenums less than 12 inches to structure are not required to have lateral force bracing. source: Portland Building Department • Vertical struts must be positively attached to the suspension systems and the structure above. Source: CISCA 3-4 • The vertical strut may be EMT conduit, metal studs or a proprietary compres- Source: Portland BUIding Departrnent lion post (see figure 3). Note: Plenum areas gmater than 15'4' wilt require engineering calcufations. WalI MOIdinga (figures 4a and 4b) Wall moldings (perimeter closure angles) are required to have a horizontal figure 4a flange 2 inches wide. One end of the ceiling grid shall be attached to the wall Attached Wall Molding Requirements molding, the other end shall have a "A inch clearance from the wall and free to • slide. source: ASCE 7-05 section 13.6 6.2 2 b 4" 0r•000,00- • Where substantiating documentation has been provided to the local jurisdic- tlon, perimeter clips may be used to satisfy the requirements forthe 2-inoh closure angle. source: state of Oregon. Building Codes Division 0 • The grid shall be attached at two adjacent walls (pop rivets or approved meth- od). Soffits extending to a point at least level with the bottom plane of the grid and independently supported and laterally braced to the structure above are 2�1rar -a • �❑ deemed to be eq Uvalent to Wal IS. Source: State of Orag on, Building Codes Divs ion .0. Spreader Bars (figure 41b) figure 4G ► Spreader {spacer} bars shall be used to prevent the ends of the main beams Unattached Wall Molding Requirements and cross tees at perimeter walls from spreading open during a seismic event. Red mete rwIres shall not be in lieu cf spreader bars. source: CISCA Se-*miczones 3-4 • Spreader bars are not required at perimeters where runners are attached directly to closure angles. 0 • Wire tying is an acceptable aKernative to spreader bars. n E "ire �s nsom r..,Wic • Spreader bars are not required if a 90 degree intersecting crass or main is amppron'n hOm `,o�dm�aR within 8 inches o#the perimeter wall. zmim n �o ► Where substantiating documentation has been provided to the local jurisdiction, perimeter clips may be used to satisfy the requirements for spreader bars- 8 ource i state of Oregon. Building Codes Division NORTHWEST WALL & CEILING BUREAU SUSPENSION SYSTEMS FOR AC OUST IGAL LAY-f IJ CEILINGS Hanger (Suspension) Wires (figures 5a and 5b) figure 5a prm t n ■ Hanger and perimeter wires must be plumb wthin 1 In B unless (figure 5a) counter sloping wires are provided (figure 5b). source: ASTM C 06 suction 2 1.4 ■ Hanger wires shall be 12 gage and spaced 4 feet on center or 10 gage spaced 5 feet on center source: ASTM G 636 ■ Any connection device at the supporting construction shall be capable of car- rying not less than 100 pounds. So co: CISCA zones3-4 • Powder -driven shot -in anchors (PAFs) are an approved method of attachment for hanger wires. source: State of Oregon. Building Cod -A Division • Terminal ends of each main beam and cross tee must be supported within 8 inches of each wall with a perimeter wire (see figure 4 & 5 b). source: CISCA zones 34 ■ Wires shall not attach to or bend around interfering mated at or equipment. A figure 5b • Countersloping trapeze or equivalent device shall be used where obstructions preclude direct suspension. Trapeze suspensions shall be a minimum of back-to-back 1'/4 inch cold -rolled channels for spans exceeding 48 inches. source: CISCA zones 3-4 s I�mf Electrical fixtures _ • Light fixtures weighing less than 10 pounds shall have one 12 gage hanger wire connected from the fixture to the structure above. This wire may be slack. Source: CISCA Seismic zones 3-4 ■ Light fixtures weighing more than 10 pounds and less than 56 lbs. shall have two 12 gage wires attached at opposing comers of the light fixture to the structure above. These wires may be slack. Source: CISCA Seismic zones 3.4. • Light Fixtures weighing more than 55 lbs. shall be supported directly from the figure Sa structure above. These Wires must be taut. Source: CISGA Seismic zones 3.4 • Pendant mounted fixtures shall be directly supported from the structure above VaRtical hanger wire attachment using a 9 gage wire or an approved alternate support without Using the ceiling suspension system for direct support. Source: CISCA seismic zones 5-4 In anchor rI ■ Tandem fixtures may utilize common wires. Structural concrete Gelling clip sr$ Mechanical Services " ■ Terminals or services weighing 20 lbs. but not more than 56 lbs. must have two 3 turns 12 gage wires connecting them to the ceiling system hangers or the structure above. These wires may be slack. source: CISCA Seismic. zones 3-4 VOOICal tWrQQr wire • Terminals or services vie ighing mare than 56 lbs. must be independently supported directly from the structure above. These wires must be taut. Source: figure Sh CISCA Seismic zones S-4 Splayed seismic bracing wire attachment Seismic Separation Joints ;figure 7) ■ Far ceiling areas exceeding 2,500 square feet, a seismic separation joint or fu11 drill-Inexparslon anchor i height wall partition that breaks the ceiling shall be provided unless analyses - are performed of the ceilings bracing system, closure angles and penetrations structural concrete ^� to provide sufficient clearance. Source: ASCE 7-05 section section 13.5.6.2.2 d Steef strap V Mde x 2' long x 12 gaga minimum ■ The layout and location of the seismic separation joint shall be per the design- 3 turns a of record and noted on the plans. If a seism le separation joint is required by splayed seism, bracing wlre the designer, the designer may use the generic joint detailed in this document or a proprietary joint. The amount of free movement (gap design) shall be a minimum of � Inch. Source: State of Oregon, Building Codes Division • In lieu of seismic separation joints, the ceiling may be divided into areas less figure 7 than 250D square feet by the use of partitions or soffits as follows: partitions shall extend a minimum of 6 inches above the level of the plane of the gdd and shall be independently braced to the structure above. Soffits shall extend to a point at least level with the bottom plane of the grid and shall be independently supported and laterally braced to the structure above. source: state of Oregon Balding Codes Division • Other than partitions and soffits, seismic joints may not be used as part of a fire rated ceiling assembly unless substantiating documentation is provided. Source: State of Oregon Building Codes Division Sprinklers For ceilings without rigid bracing, sprinkler head penetrations shall have a 2 inch t oversize ring, sleeve eradapter through the ceiling tile to allow free movement of at Pap Flarlga least 1 inch in all horizontal directions. Flexible head design that can accommodate -, ,„ - RIvt 1 inch free movement shall be permitted as an aftemate. source: ASCE 7-05f3.5.6.2.2e NORTHWEST WALL & CEILING BUREAU SUSPENSION SYSTEMS FOR ACOVSTICAI. LAY -IN CEILINGS SUSPENDED CEILING DETAILS Scale: Y=V-0" SECOND FLOOR REFLECTED CEILING PLAN Scale: 1 /8"=1'-0" REFLECTED CEILING PLAN NOTES 1. PLANS AND FIXTURES ARE FOR DESIGN INTENT ONLY. FINAL FIXTURE SCHEDULE AND LAYOUT PER ELECTRICAL DESIGN BUILD DOCUMENTS. PROVIDE PHOTOMETRIC PLAN TO ARCHITECT FOR APPROVAL. 2. PROVIDE EXIT SIGNAGE PER IBC 1013. SIGNS SHALL BE ILLUMINATED AT ALL TIMES. PROVIDE BATTERY BACKUP POWER FOR ILLUMINATION FOR MINIMUM OF 90 MINUTES. PROVIDE TACTILE EXIT SIGNS COMPLYING WITH ICC—A117.1-2009 ADJACENT TO EACH STAIRWAY. 3. PROVIDE EXIT PATHWAY ILLUMINATION PER IBC SECTION 1008. THE POWER SUPPLY FOR THE MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED BY THE BUILDING POWER SUPPLY, AND WITH EMERGENCY POWER SUPPLY LASTING 90 MINUTES MINIMUM. MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED AT THE RATE OF 1 FOOT CANDLE AT FLOOR LEVEL. 4. MECHANICAL & ELECTRICAL PENETRATIONS THROUGH RATED WALL OR FLOOR SYSTEMS TO COMPLY w/ IBC SECTION 714. Q DAYLIGHT ZONE CONTROL 0 PROVIDE DAYLIGHT ZONE CONTROLS PER THE INTERNATIONAL ENERGY CONSERVATION CODE C-405.2.2.3, AND PER WASHINGTON STATE NON—RESIDENTIAL ENERGY CODE AMENDMENTS, WAC 51-11 C. ALL DAYLIGHTED ZONES, AS DEFINED IN CHAPTER 2, BOTH UNDER OVERHEAD GLAZING AND ADJACENT TO VERTICAL GLAZING, SHALL BE PROVIDED WITH INDIVIDUAL CONTROLS, OR DAYLIGHT OR OCCUPANT —SENSING AUTOMATIC CONTROLS, WHICH CONTROL THE LIGHTS INDEPENDENT OF GENERAL AREA LIGHTING. CONTIGUOUS DAYLIGHT ZONES ADJACENT OF VERTICAL GLAZING ARE ALLOWED TO BE CONTROLLED BY A SINGLE CONTROLLING DEVICE PROVIDED THAT THEY DO NOT INCLUDE ZONES FACING MORE THAN TWO ADJACENT ZONES CARDINAL ORIENTATIONS (I.E. NORTH, EAST, SOUTH, WEST), DAYLIGHT ZONES UNDER OVERHEAD GLAZING MORE THAN 15 FEET FRO THE PERIMETER SHALL BE CONTROLLED SEPARATELY FROM DAYLIGHT ZONES ADJACENT TO VERTICAL GLAZING. EXCEPTION: DAYLIGHT SPACES ENCLOSED BY WALLS OR CEILING HEIGHT PARTITIONS AND CONTAINING 2 OR FEWER LIGHT FIXTURES ARE NOT REQUIRED TO HAVE A SEPARATE SWITCH FOR GENERAL AREA LIGHTING. I nnr n" O Q O Z L C REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING ®STRUCTURAL ®MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY - DATE: 04/25/23 : WEST COAST CODE CONSULTANTS, INC. A.4 0 O 4' 8' 16' 24' CEILING / LIGHTING SYMBOLS & LEGEND EXISTING 2' X 4' SUSPENDED ACOUSTICAL -- -- -- ---- -- TILE CEILING 2' X 4' SUSPENDED ACOUSTICAL TILE CEILING REFER TO 29/TA3.0 EXISTING 2' X 4' LAY IN LIGHT FIXTURE F1 ® NEW 21 X 4' LAY IN LED LIGHT FIXTURE EXIT LIGHTED EXIT SIGN WITH BATTERY BACK ---UP RESUBMITTED Apr 18 2023 N I I � m o (n z a U J a � Ckf o - LU C 0 C a o G $ M of N LJ u pn a of z C7 J O L,.Jcc: LLI W WZ w W Q w W O w za N *� Ln c� pb �� u ;6-4 F ■ cc �I .� JICU V, 03 .!d 0 L T o o ❑ V J ❑ CU C— (/] CL 1 o Q cc C13 �--► � co C C" 7 ILL j o LJ Q r7 I,J'1 W CA N u] J N U ❑ N N rf1 LI J N CU 1J J LT Q W U H W Q W wLO LLI J • J �Ln Q W N � LLI _ C.� I fin W w J ri L1 1, ° L.LJ % LLI C) L Q J Q 0 0 J Q W Sheet W TA391 W CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 23-101124-00—CO EXISTING SINGLE PLY ROOFI� R-21 RIGID INSULATION ON DECK WITH STEEL JOISTS EXISTING CONCRETE TILT UP EXTERIOR WALLS FURRED OL 2 1/2" METAL STUDS W/ R BATT INSULATION WITH 5/8" "X" GWB INSULATED TINTED GLASS EXISTING CONCRETE SLAB OP METAL DECK ON STEEL JOTS' R-19 BATT INSULATION AT UNDERSIDE OF DECK. 1 BUILDING SECTION NOTE: NO PVC EDGE BANDING. ALL EDGES TO BE PLASTIC LAMINATE (SEE FLOOR PLAN FOR TYPE) 13 5/8" (MATCHING ADJACENT SURFACE. I TYPICAL ALL CASEWORK. 13 5/8" NOTE: PROVIDE BLOCKING AT ALL % WALLS TO RECEIVE CABINETS. COORDINATE WITH CABINET MANUFACTURER. TYP. PLASTIC LAMINATE UPPER CABINET. ALL INTERIOR SURFACES TO BE FINISHED W/ WHITE MELAMINE CN MICROWAVE 4" WIRE PULL TYP. �•, (N.I.C.) COORDINATE DEDICATED ELECTRICAL OUTLET AT MICRO SHELF, 01 18' PLASTIC LAMINATE MICROWAVE SHELF - PLASTIC LAMINATE Co BACKSPLASH Co 2'-1" 2'-1" L ��-- x PLASTIC LAMINATE DRAWER _ 4" WIRE PULL (TYP.) PLASTIC LAMINATE _ BASE CABINET W/ 1 CD ADJUSTABLE SHELF i N - N BASE TO MATCH EXISTING MICROWAVE CABINET SECTION Scale: 1 /2"=1'-0" 1 NTERIOR ELEVATION Scale: 1 /4"=1'-0" PLASTIC LAMINATE UPPER CABINET. W/ 2 ADJUSTABLE SHELVES. ALL INTERIOR SURFACES TO BE FINISHED W/ WHITE MELAMINE 4" WIRE PULL TYP. PLASTIC LAMINATE BACKSPLASH CABINET SECTION Scale: 1/2"-1'-0" 1 X 3 WOOD TRIM STAIN AND VARNISH 1 3/4" S.C. WOOD DOOR 1 X WOOD STOP STAIN AND VARNISH 1 X WOOD DOOR JAMB 2 X WOOD DOOR BUCK DOOR HEAD AND JAMB L`p Scale: 3"=1'-0" PLASTIC LAMINATE DRAWER 4" WIRE PULL (TYP.) PLASTIC LAMINATE BASE CABINET W/ 1 0 ADJUSTABLE SHELF i N BASE TO MATCH EXISTING PLASTIC LAMINATE UPPER CABINET. W/ 2 ADJUSTABLE SHELVES. ALL INTERIOR SURFACES TO BE FINISHED W/ WHITE MELAMINE 4" WIRE PULL TYP. CABINET SECTION Scale: 1 /2"-1'-0" 1 X WOOD TRIM STAIN AND VARNISH 1 X GLASS STOP 1 /4" TEMP GLASS CONT. SEALANT WITH FELT BACKLINER 2 X SOLID BLOCKING DOOR TO WINDOW JAMB 'r- vJ Scale: 3"=1'-0" PROVIDE GOOSE NECK FAUCET PLASTIC LAMINATE COUNTER TOP W/ 6" BACKSPLASH WHERE COUNTER DROPS FOR SINK BASE. FALSE DRAWER FRONT 4" WIRE PULL (TYP.) PROVIDE PROTECTIVE COVERS ON PLUMBING "' AND PIPES PER - ICC/ANSI Al 17.1-606.6 C° BASE TO MATCH o EXISTING WINDOW JAMB Scale: 3"=1'-0" 13 15 14 TA4.1 TA4.1 TA4.1 moll MEIMEIW� 11 SlImIloll DISHWASHER (NOTE: 34" COUNTER HEIGHT) PLASTIC LAMINATE UPPER CABINET W/ ADJUSTABLE SHELVES C, PLAM COUNTER W/ a 4" BACKSPLASH - PLASTIC LAMINATE BASE CABINET W/ ADJUSTABLE SHELVES INTERIOR ELEVATION 116 Scale: 1 /4"=1'-0" 1 X WOOD TRIM STAIN CONT. SEALANT WITH 4ND VARNISH FELT BACKLINER 1 X GLASS STOP 1 /4" TEMP GLASS 1 X WOOD JAMB CONT. SEALANT WITH - FELT BACKLINER BASE PER SCHEDULE (.0 2 X SOLID BLOCKING FLOOR FINISH PER SCHEDULE 77 � 11 WINDOW SILL 4*caJ Scale: 3"=1'-O" EXISTING SINGLE PLY ROOFING ON R-21 RIGID INSULATION ON METAL DECK WITH STEEL JOISTS I I I I 1 I I I - PROVIDE DEEP 11dc1P LEG TA4. COMPENSATION TRACK AT BOTTOM OF STRUCTURE. SOUND BATT INSULATION SUSP. ACOUSTICAL TILE CEILING 00 _ 3 5/8" X 20 GA. METAL STUDS I 24" O.C. WITH 5/8" + TYPE "X" GWB EACH SIDE - PAINT. 0 I 1 /8" DIA. X 1 " POWDER ACTUATED FASTENERS @ 24" O.C. BASE TO MATCH EXISTING EXIST. T CONC. FLOOR FINISHSLAB FINISHSCHEDULE WALL TYPE hl �1 WALL TYPES Scale: 112„-1'-0" 3/4"LONG TRACK PIN (.140 DIA.) ® 24" O.C. ALLOW FOR 1" DEFLECTION #12 HANGER WIRE @ 45 #12 HANGER WIRE @ 45 DEGREES (4 -WAY) (OR DEGREES (4 -WAY) (OR APPROVED ALTERNATE) APPROVED ALTERNATE) AT 8'-0" O.C. WHERE AT 8'-0" O.C. WHERE WALLS ARE NOT BRACED WALLS ARE NOT BRACED TO PERIMETER WALLS. TO PERIMETER WALLS. SOUND BATT INSULATION OVER SOUND BATT INSULATION OVER ENTIRE CEILING AREA 4'-0" EACH ENTIRE CEILING AREA 4'-0" EACH SIDE OF WALL FSIDE OF WALL SUSP. ACOUSTICAL TILE CEILING 3 5/8" X 20 GA. METAL STUDS 24" O.C. WITH 5/8" TYPE o "X" GWB EACH SIDE I Q CD I SOUND BATT INSULATION. 1/8" DIA. X 1" POWDER ACTUATED FASTENERS 24" O.C. BASE TO MATCH EXISTING EXIST. CONC. FLOOR SLAB FINISH PER FINISH SCHEDULE WALL TYPE D EXISTING CONCRETE SLAB ON METAL DECK SUSP. ACOUSTICAL TILE CEILING 3 5/8" X 20 GA. METAL STUDS @ 24" O.C. WITH 5/8" TYPE CD "X" GWB ONE SIDE I - o - 0 - SOUND BATT INSULATION. =_ 1 /8" DIA. X 1" POWDER ACTUATED FASTENERS -- 24" O.C. - BASE TO MATCH EXISTING EXIST. CONC. FLOOR SLAB FINISH PER FINISH SCHEDULE WALL TYPE L 2 ROWS #10-14 x 3/4" SELF TAPPING SCREWS 12" O.C. EXISTING CONCRETE SLAB ON METAL DECK COMPENSATION CHANNEL it COMPENSATION CHA NEL 16 GA. 3 5/8" 16 GA. 3 5/8" 2" 3/4"LONG TRACK PIN - 2" f 1 (.140 DIA.) @ 24" O.C. I SECURE TOP RUNNER TO 16 GA. x 18" WIDE x CONT. SECURE TOP RUNNER TO STUDS ONLY - ALLOW (BTWN. JSTS.) W/ ,;' '. STUDS ONLY - ALLOW COMP. CHANNEL TO MOVE 2 ROWS #10-14 x 3/4" COMP. CHANNEL TO MOVE BTWN. STUDS & G.W.B. SELF TAPPING SCREWS I BTWN. STUDS & G.W.B. @ 12"0.C. ALLOW FOR 1" DEFLECTION 5/8" G.W.B. EA. SIDE r _ 5/8" G.W.B. EA. SIDE r _ ON 3 5/8" METAL ON 3 5/8" METAL STUDS @ 16" O.C. W/ STUDS @ 16" O.C. W/ -� SOUND BATT INSUL. SOUND BATT INSUL. n TOP OF DEMISING (PERP. TO DECK} TOP OF DEMISING PARALLEL TO DECK Scale: 3"=1'-0" INTERIOR ELEVATION Scale: 1 /4"-1'-0" 1 /4" TEMP GLASS 1 X GLASS STOP 1 X WOOD TRIM STAIN AND VARNISH 1 X WOOD JAME CONT. SEALANT 1 FELT BACKLINER PLASTIC LAMINATE UPPER CABINET W/ ADJUSTABLE SHELVES PLAM COUNTER W/ 4" BACKSPLASH PLASTIC LAMINATE BASE CABINET W/ ADJUSTABLE SHELVES WINDOW HEAD �`�V Scale: 3"=1'-0" BOX HEADER 1 X WOOD TRIM STAIN AND VARNISH 1 X GLASS STOP 1 /4" TEMP GLASS Scale: 3„-1'-0" REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING ®STRUCTURAL ®MECHANICAL ®PLUMBING ❑ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY �* {�` onTe 04/25/23 WEST COAST CODE CONSULTANTS, INC. 5/8" TYPE 'X' G.W.B. ON 3 5/8" STEEL STUDS @ 16" O.C. (WALL THICKNESS AND TYPE MAY VARY) JSEMI-RECESSED 2A 10 BC FIRE EXTINGUISHE FIRE EXTINGUISHER CABINET n FIRE EXTINGUISHER CABINET ESUBMITTED 30 Scale: 3"-1'-0" nnr 1A gngq M] N I I P`7 m v v f17 z U J G_ a I- :m O o - Li 0 L F CIDa � N r g o d o U wo US W W W� CD UrW Q7 N V, • ''ww� Cu V� •i J � Q D C QD CUcc L [1] a CL v Lm Q a--+ •i C-0 C C u'] o H m LL_ Q Ln w W 11) N - Lh N rr] Q w N J U) N W In Ill Q� 1 Q r n V / w W [] -i Q W J J o w w D _ I • Z W Q w �— U w r , z �J al Y Q W J CD sheet Z J TA491 m CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 23-101124-00-CO ROOD FINISH SCHEDULE ROOM N0. ROOM NAME FLOOR BASE NORTH WALL SOUTH WALL EAST WALL WEST WALL CEILING REMARKS MAT. FIN. MAT. FIN, MAT, FIN. MAT. FIN. MAT. FIN. MAT. FIN, MAT. FIN. HT. 250 RECEPTION CARPET FACTORY RUBBER FACTORY EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. FACTORY 9'-O" 251 OFFICE CARPET FACTORY RUBBER FACTORY EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. FACTORY 9'-O" 252 OFFICE CARPET FACTORY RUBBER FACTORY EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. FACTORY 9'-O" 253 OFFICE CARPET FACTORY RUBBER FACTORY EXIST. P-1 EXIST. P--1 EXIST. P-1 EXIST. P-1 EXIST. FACTORY 9'-0" 254 OFFICE CARPET FACTORY RUBBER FACTORY EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. FACTORY 9'-O" 255 OPEN OFFICE CARPET FACTORY RUBBER FACTORY EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. FACTORY 9'-0" 256 BREAK LVT FACTORY RUBBER FACTORY EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. FACTORY 9'-O" 257 PANTRY LVT FACTORY RUBBER FACTORY EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. FACTORY 9'-0" 258 IT LVT FACTORY RUBBER FACTORY EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. FACTORY 9'-0" 259 STORAGE CARPET FACTORY RUBBER FACTORY EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. FACTORY 9'-0" 260 EXISTING STAIR - - - - - - - - - - - - - - 261 HALL CARPET FACTORY RUBBER FACTORY EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. FACTORY 9'-0" 262 STORAGE CARPET FACTORY RUBBER FACTORY EXIST. P-1 EXIST. P-1 EXIST/GWB P-1 EXIST. P-1 EXIST. FACTORY 9'-O" 263 OFFICE CARPET FACTORY RUBBER FACTORY EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. FACTORY 9'-0" 264 OFFICE CARPET FACTORY RUBBER FACTORY EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. FACTORY 9'--0" 265 HALL CARPET FACTORY RUBBER FACTORY EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. FACTORY 9'-O" 266 OFFICE CARPET FACTORY RUBBER FACTORY EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. FACTORY 9'-0" 267 OFFICE CARPET FACTORY RUBBER FACTORY EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. FACTORY 9'-0" 268 OFFICE CARPET FACTORY RUBBER FACTORY EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. FACTORY 9'-O" 269 OFFICE CARPET FACTORY RUBBER FACTORY EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. FACTORY 9'-O" 270 OFFICE CARPET FACTORY RUBBER FACTORY EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. FACTORY 9'-O" 271 OFFICE CARPET FACTORY RUBBER FACTORY EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. FACTORY 9'-0" 272 OFFICE CARPET FACTORY RUBBER FACTORY EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. FACTORY 9'-0" 273 OFFICE CARPET FACTORY RUBBER FACTORY EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. FACTORY 9'-0' 274 OFFICE CARPET FACTORY RUBBER FACTORY EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. FACTORY 9'-O" 275 OFFICE CARPET FACTORY RUBBER FACTORY EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. FACTORY 9'-0" 276 OFFICE CARPET FACTORY RUBBER FACTORY EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. FACTORY 9'—O" 277 HALL CARPET FACTORY RUBBER FACTORY EXIST. P-1 GWB P-1 EXIST. P-1 EXIST. P-1 EXIST. FACTORY 9'-0" 278 OFFICE CARPET FACTORY RUBBER FACTORY EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. FACTORY W-0" 279 OFFICE CARPET FACTORY RUBBER FACTORY EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. FACTORY 9'-0" 280 OFFICE CARPET FACTORY RUBBER FACTORY EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. FACTORY 9'-0" 281 MULTI -PURPOSE CARPET FACTORY RUBBER FACTORY GWB P-1 EXIST. P-1 EXIST. P-1 EXIST. P-1 EXIST. FACTORY 9'-0" 282 OFFICE CARPET FACTORY RUBBER FACTORY GWB P-1 GWB P-1 GWB P-1 GWB P-1 ACT FACTORY 9'-O" 283 OFFICE CARPET FACTORY RUBBER FACTORY GWB P-1 GWB P-1 GWB P-1 GWB P-1 ACT FACTORY 9'-0" 284 OFFICE CARPET FACTORY RUBBER FACTORY GWB P-1 GWB P-1 GWB P-1 GWB P-1 ACT FACTORY 9'-O" s F ACCESSIBLE DOOR CLEARANCES X=12" IF DOOR HAS BOTH A LATCH AND A CLOSER r 2 WM "l I a x MIN. 4l IF DOOR X=W MIN. IF DOOR HAS BOTH A LATCH HAS A CLOSER AND A CLOSER 36p I 24" I MIN. Y=48' �lIH. IF DOOR HA5 A CLOSER 42° MIN. HARDWARE GROUPS 1. PASSAGE LATCHSET 2. OFFICE LOCKSET 3. ENTRY/EXIT 4. STORAGE LOCKSET NOTE: ALL NEW HARDWARE TO MATCH EXISTING DOOR SCHEDULE DOOR NO. T P E DESCRIPTION DOOR FRAME HARDWARE GROUP RATING SIGNANGE/REMARKS MAT. FIN. MAT. FIN. OFFICE AREA, FIRST FLOOR 250A C 3'-0" X 8'-0" GLASS - * - COORDINATE HARDWARE 250B EX. 3'-0" x 8'-0" WOOD EX. WOOD EX. 1 - 251 EX. 3'-0" x 8'-0" WOOD EX. WOOD EX. 2 - 252 EX. 3'-Q" x 8'-0" WOOD EX. WOOD EX. 2 - 253 EX. 3'-0" x 8'-0" WOOD EX. WOOD EX. 2 - 254 EX. 3'-0" x 8'-D" WOOD EX. WOOD EX. 2 - 255 A 3'-0" x 8'-0" WOOD STAIN WOOD STAIN 3 - 256A EX. 3'-0" x 8'-0" WOOD EX. WOOD EX. 1 - 256B EX. 3'-0" x 8'-0" WOOD EX. WOOD EX. 3 - 258 A 3'-O" x 8'-0" WOOD STAIN WOOD STAIN 4 - 259 EX. 3'-0" x 8'-D" WOOD EX. WOOD EX. 4 - 260 EX. 3'-0" x 8'-0" WOOD EX. WOOD EX. EX. 1 HR EXISTING PANIC HARDWARE 263 EX. 3'-0" x 8'-0" WOOD EX. WOOD EX. 2 — 264 EX. 3'-0" x 8'-D" WOOD EX. WOOD EX. 2 - 265 D 3'-0" x 8'-0" WOOD STAIN WOOD STAIN 1 - 266 EX. 3'-0" x 8'-0" WOOD EX. WOOD EX. 2 - 267 EX. 3'-0" x 8'-0" WOOD EX. WOOD EX. 2 - 268 EX. 3'-O" x 8'-D" WOOD EX. WOOD EX. 2 - 269 EX. 3'-0" x 8'-0" WOOD EX. WOOD EX. 2 - 270 EX. 3'--O" x 8'-0" WOOD EX. WOOD EX. 2 - 271 EX. 3'-0" x 8'-0" WOOD EX. WOOD EX. 2 - 272 EX. 3'-0" x 8'-0" WOOD EX. WOOD EX. 2 - 273 EX. 3'-0" x 8'-0" WOOD EX. WOOD EX. 2 - 274 EX. 3'-0" x 8'-O" WOOD EX. WOOD EX. 2 - 275 EX. 3'-O" x 8'-0" WOOD EX. WOOD EX. 2 - 276 EX. 3'-0" x 8'-0" WOOD EX. WOOD EX. 2 - 277A D 3'-0" x 8'-0" WOOD STAIN WOOD STAIN 1 - 277B D 3'-0" x 8'-D" WOOD STAIN WOOD STAIN 1 - 278 EX. 3'-0" x 8'-0" WOOD EX. WOOD EX. 2 - 279 EX. 3'-0" x 8'-0" WOOD EX. WOOD EX. 2 - 280 EX. 3'-O" x 8'-0" WOOD EX. WOOD EX. 2 - 281 B 3'--0" x 8'-0" WOOD STAIN WOOD STAIN 1 - 282 B 3'-0" x 8'-0" WOOD STAIN WOOD STAIN 2 - 283 B 3'-0" x 8'-O" WOOD STAIN WOOD STAIN 2 - 284 B 3'-0" x 8'-0" WOOD STAIN WOOD STAIN 2 - DOOR & WINDOW NOTES 1. DOOR OPENING FORCES SHALL COMPLY WITH IBC SECTION 1010.1.3 AS AMENDED BY THE STATE OF WASHINGTON. EXTERIOR DOORS REQUIRING AN OPENING FORCE GREATER THAN 8.5 LB. WITHIN AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE PROVIDED WITH POWER OPERATORS 2. PROVIDE LEVER TYPE HARDWARE OR OTHER TYPE OF HARDWARE THAT COMPLIES WITH IBC SECTION 1010.1.9.1, TYP. 3. EGRESS DOORS SHALL BE READILY OPERABLE FROM THE EGRESS SIDE WITHOUT USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT PER IBC SECTION 1008.1.9. LOCKS AND LATCHES MUST COMPLY WITH IBC SECTION 1010.1.9.3 4. GLAZING THROUGHOUT PROJECT TO CONFORM TO THE REQUIREMENTS OF IBC CHAPTER 24. GLAZING IN DOORS, SIDELIGHTS AND SUBJECT TO HUMAN IMPACT LOAD TO COMPLY WITH IBC 2406.1 AND 2406.3. A 3'-0" X 8'-0" S.C. WOOD DOOR W/ WOOD FRAME g 3'-0" X 8'-0" S.C. DOOR W/ WOOD FRAME AND 12" WIDE TEMPERED GLASS SIDELITE IN WOOD FRAME TEMPERED GLASS DOORS IN A 6'-4" X 8'-2" OPENING D 3'-O" X 8'-0" S.C. DOOR W/ WOOD FRAME AND FULL TEMPERED GLASS IN WOOD FRAME REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING ®STRUCTURAL ®MECHANICAL ®PLUMBING []ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: � k `:;' DATE:O4ILrJ/Z3 WEST COAST CODE CONSULTANTS, INC. RESUBMITTED Apr 18 2023 N I � � d o z 0 Q ca J o- a- Q rr o - O O o N I rl7 o (N O W � v` t c+ I N) v v Wckf O �_ JZ W C9 LLI �—' 3 Q cp a' 0 P� Z �] c� U W Q� V, r, cc CIO .� Jcu cn 03 C3 � L 0 `~ o v� tof) _c cn o Q cc cu �--• co N co ["7 LL r�1 u J Q rn Ln J I'I W Ln N Q Ln N C7 L.L1 L.I cq N V /LLJ N La N CO = a Ci, o LLJ w U J H LL Q LLJ WLd W Lf] II �C J Ln a w N a w o D cn I• C) Z W ❑ Q C] Ll c z � W Q J � ^ V / 0 Z J Q C9 L.` sheet c) TA5sl O CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 23-101124-00-CO �] S-SECTIONS T-SECTiONS SHAPE DESIGNATION FLANGE W DTH S-S€C'f'I M S125 1.2V S137 1.376' $162 ljW sm 21 S250 2-9 TSECTgN5 T125 1,2V T150 1 IV T200 2' EXWPLF CALL OUT: 6ODS162.54 IM: SIZE - 6' S: SECTION DESIGNATION (STYLE) = S STUD 1fi2: 1.625` FLAUGE WIDTH mac: .054 THICAQ4ESS STEEL STUD/JOIST SECTION O IDENTIFICATION � NO SCALE STUD FRAIiIING T125TRACK SLAB, WHERE JCC U RS %LAB EDGE STEEL STUD TO BEAR ON TRACK TYP.. UNO. SHOT PIN WrTH 314• MIN. EMBED. AT 12' OC., UNO. VOTE S 1. FOr trade 01c e. S" BASE TRACK TO CONCRETE NO SCALE B. SCREWS, SEE CONNECTION STOP TOP AND BOTTOM I SCHEDULE TRACK WITHIN I OF T200 � 112• � 0 Iit�;v I FOR TYPICAL HEADER i'I • I I .^ CON8TRUCUM, ", I - 10 d BOXED HEADER, I + L—J SEE SCH EDU LE Ill I W LU - I A- SCREWS. EACH ' or SIDE OF HEADER, r SEE CON NECDON r T200x16 GA x MATCH EO SCHEDULE HEADER WIDTH O. JAMB STUDS SECTION THXMIESS (mils) (in.) (9a-) W WELD Sl7E0n.) Fy (kSI) Fu (lei) 33 0.0321 20 NIA 33 45 43 0,0451 16 0.0451 33 45 54 0.05" 16 0.0506 33 33 45 45 68 0.0713 14 0.0713 97 0.1017 1 12 1 0.1017 33 45 43 0.0461 le ty 0451 80 65 54 0.0566 16 0A M 50 65 6d 0.0713 14 r10713 50 65 97 0.1017 12 0.1017 50 65 W ll v NO&N. 1. Fy = The minimum yield soorgh of tt* connected parts. Fu ■ The minimum ffwmle strP.Nth & the contacted perts. 2. WFen connecting -nal>er•als of drfferent hickrmss or tensee aVenglhs, use the weld we for the NgirIW go- seoon. 3. We+d procedures are based on SoMon E2 of the AISI Code a-4 AWS 01-3- 4, S1ael stx d sscWrs must oe at least t a ga. minirn;rn for welding - STEEL STUD/JOIST WELDING NO SCALE E F 5 S T TYPICAL STIR TYPICAL GYP SHEATHING `P1CAL TRACK GYP SHEATHING NUMBER OF SHEETS PER WALL TYPE TYPICAL CORNER TYPICAL GYP SHEATHING TYPICAL TRA J TRACK, TYY. S" GYP BOARD i' yrCORNER PIECE ABOVE J TRACK SHAFT WALL CORNER TYPICAL STUD INTERSECTION PLAN DETAILS AT WALL O INTERSECTIONS NO SCALE BOXED HEAL SEE SCHEDL FOR TYPICAL CONSTRUCT NOTE: i 1. For alernate, sea & SCREWS, SEE CONNECTIOIN SCHEDULE 7fir MIN. BETWEEN SCREWS AND END OF HEADER WEB All SCREWS, SEE CONNECTIIQN SCHEDULE JAMB STUDS INTERIOR COLD -FORMED DETAIL NOTES 3. Conbwtor shM frald verdy existing stuAural oondilions- tf any drsCrepan ies are found, conwbLt shall oontainl the wchltect &)d structural ergr4w before par!orm ng alterek,, work. 4, Al Wicks shell have screw each side al each thud and match stud depth and gaugn, ioxi. 5. AS s3oftd wip tracks shag have strew each side at each stud. centered in sk rs and match alud depth and gauge (20 GA rn.n ). uno. 61 AM stwl pins for iramior f*arning shall havo 3.14' min orr bcc in oon"a and have 112' min. point penetmtkan In steel z 14'. CONNECTION SCHEDULE DEPTH OF TRACK A- SCREWS TO JAMB B- SCREWS OR STUDS AT ANGLE ROW OF S SCREWS (4E.ACH 12 HCt-!ES EACH DE. LPG (1) ROW OF 3 (4) SCREWS 10 M ICHES EACH SIDE, (6) TOTAL EACH LEG 8 WHES (1) ROW OF 3 (3) SCREWS EACH SIDE, (6) TOTAL EACH LEG 6 INCHES (1) ROW OF 3 (3) SCREWS EACH SIDE, (0) TOTAL EACH LEG 3 51B INCHES (1) ROW OF 2 (3) SCREWS EACH SIDE, (4) TOTAL EACH LEG NOTE: 1 Al inWrncw Connections are to 00 m4de withi 08 s o ws, um. ANGLE 2x2x18 GA- xJAMB DEPTH TRACK SPLICE AT TRACK TO STRUCTURE BOXED MEMBER TO JAMB CONNECTION B NO SCALE NO SCALE CONNECTION SCHEDULE DEPTH OF TRACK A- SCREWS TO B- SCREWS TO OR STUDS HEARER JAMB (1) ROW OF 4 (2) ROWS OF 12 1NCtiES EACH SIDE, (8) TOTAL (4) SCREWS, (8) TOTAL 10 �ICHFS (1) ROW OF 4 (2) ROWS OF EACH SIDE, (8) TOTAL (4) SCREWS, (8) TOTAL s INCHES (1) ROW OF 4 (2) ROWS OF EACH SIDE, (8) TOTAL (4) SCREWS, (a) TOTAL 6 INCHES ROW OF 3 (2) ROWS OF EACH EACH SIDE, (6) TOTAL (3) SCREWS, (6) TOTAL 3 518 INCHES (1) ROW OF 3 (2) ROWS OF 1(3) EACH SIDE, TOTAL SCREWS, ($) TOTAL NOTE-- 1.. Al Merior evnrwipclions are to be made with *B screws, uno. BOXED MEMBER TO JAMB CONNECTION ALTERNATE NO SCALE E UPTURNED TF HEADER, SEE SCHEDULES - ANGLE 2N2919 GA. JAMB STVD(S) r-"3 WIDTH T15C SILL TRACK, MATCH (3) SCREWS MIN STUD GAUGE, JNO. , ' EACH LEG JAMB STUDS).1 . (3) SCREWS EACH LEG �y 4e r� I ANGLE 2x2x18 GA. xJAMB WIDTH SCREW EACH 819DE OF WALL STUD UPTURNED T125 TRACK UNO., USE SAME Qk AND DEPTH AS HEADER STUDS UN DOWN WHERE NEE SCREW AT 24' OC.1 AT EACH HEADER S STEEL STUD BOX HEADER SCREW AT 24' OC. TYP, EACH SIDE OF TRACK UPTURNED T125 TRACK UNTO.. USE SAME GA. AND DEPTH AS H EAD E R STUDS UNTO. NOTES: 1. Ccntraew to 000nlinele vautetian relgw ments all built-up sections. 2. FOr Connection to wrlb, TRACK HEADER AT JAMB 8 SILL CONNECTION 9 BOXED HEADER CONSTRUCTION O NO SCALE NO SCALE NO SCALE 0 REVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ®BUILDING ®STRUCTURAL ®MECHANICAL NPLUMBING []ELECTRICAL ®ENERGY ®ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. 7""""'- -h•�'l�� DATE: 04I2rJ/Z3 BY: WEST COAST CODE CONSULTANTS, INC. 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