Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
RENTON MARKET PLANS
GENERAL NOTES: 1. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS AND SPECIFICATIONS. 4. CONNECT FIRE/SMOKE DAMPERS SUPPLIED BY MECHANICAL CONTRACTOR AND POWERED BY THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE BID, INDICATED ON 120VAC FROM MECHANICAL PANEL THRU A CONTROL RELAY SUCH THAT DAMPERS ARE POWERED ARCHITECTURAL, LANDSCAPE, CIVIL, MECHANICAL AND KITCHEN DRAWINGS. ADDITIONAL ELECTRICAL OPEN WHEN CONTROL RELAY IS ENERGIZED AND DAMPERS ARE CLOSED WHEN PANEL IS IN WORK REQUIRED IN THE BID IS ALSO LOCATED IN THE SPECIFICATIONS. CONTRACTOR SHALL ALARM. PROVIDE SMOKE DETECTOR OR DUCT SMOKE DETECTOR WITHIN 5' OF EACH FIRE/SMOKE REVIEW ALL ARCHITECTURAL, CIVIL, LANDSCAPE, MECHANICAL AND KITCHEN SPECIFICATIONS FOR DAMPER. SEE MECHANICAL PLANS, SCHEDULES AND SPECIFICATIONS FOR LOCATIONS. COORDINATE ADDITIONAL ELECTRICAL INFORMATION. WITH DIVISION 15 CONTRACTOR. 2. CONTRACTOR SHALL INCLUDE IN HIS BID LIGHTING CONTROL COMMISSIONING COSTS. CONTRACTOR 5. CONNECT ALL DOOR HOLDERS AND DOOR CLOSERS SUPPLIED WITH DOOR HARDWARE. THESE SHALL PROVIDE THE OWNER A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS INDICATING ITEMS SHALL BE POWERED BY THE NEW FACP WITH 24V THRU A CONTROL RELAY SUCH THAT ALL LIGHTING CONTROLS HAVE BEEN TESTED, ADJUSTED AND OPERATE IN ACCORDANCE WITH ALL DOORS RELEASE TO CLOSE WHEN PANEL IS IN ALARM. PROVIDE A SMOKE DETECTOR WITH APPROVED PLANS AND SPECIFICATIONS AND THE WASHINGTON NON—RESIDENTIAL ENERGY CODE, AUXILIARY RELAY ON EACH SIDE OF DOOR. SEE ARCHITECTURAL PLANS, SCHEDULES AND SECTION 15317.7. SPECIFICATIONS FOR LOCATIONS. 3. CONDUIT AND WIRING IS NOT SHOWN ON THE ELECTRICAL DRAWINGS FOR THE SIGNAL/SYSTEM 6. PROVIDE FIRE ALARM CONDUIT AND WIRE CONNECTION FOR SHUTDOWN OF AIR HANDLING UNIT(S) DEVICES CONTRACTOR SHALL PROVIDE WIRING IN MINIMUM 3/4"C TO ALL SIGNAL/SYSTEM DEVICES. AND EXHAUST FANS FOR SHUTDOWN ON ALARM AS REQUIRED PER THE UNIFORM MECHANICAL CODE. PROVIDE MONITOR/CONTROL MODULES FOR EXHAUST FANS LOCATED WITHIN 3 FEET OF FAN CONTROLLER, THRU ENERGIZED CONTROL RELAY SUCH THAT THE EXHAUST FANS SHUTDOWN UPON ALARM. SEE MECHANICAL PLANS, SCHEDULES, AND SPECIFICATIONS FOR LOCATIONS. COORDINATE WITH DIVISION 15 CONTRACTOR. 1 2 3 4 5 6 7 8 9 10 I I I I I I I I I I SERVICE #2 I I I P P P I �� EF I I I I NEW METER I I S STORAGE/ I I 1 2 3 I I �/ I I ► i STACK, ti i/—4"C.O. TO QWEST , SERVICE WP IN 7. FURNISH DUAL CONTACT DUCT SMOKE DETECTOR, INCLUDING SAMPLING TO MECHANICAL CONTRACTOR. MECHANICAL CONTRACTOR SHALL LOCATE AND MOUNT THE DUCT SMOKE DETECTOR PER SECTION 15900, FIRE ALARM SYSTEM SHUTDOWN, ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL CONTRACTOR FOR SAMPLING TUBE LENGTH AND SIZE REQUIRED. ELECTRICAL CONTRACTOR SHALL PROVIDE NECESSARY CONDUIT, WIRING, AND ACCESSORIES TO SHUTDOWN EACH UNIT UPON ACTIVATION OF THAT UNIT'S SMOKE DETECTORS AS REQUIRED PER THE UNIFORMED MECHANICAL CODE. CONNECTIONS SHALL BE HARDWIRED, INDEPENDENT OF ANY CONTROL SYSTEM LOGIC, SO THAT FAILURE OF CONTROL SYSTEM OR LOSS OF CONTROL SYSTEM WILL IN NO WAY PREVENT THE FIRE ALARM SHUTDOWN OF THE SYSTEM. IN ADDITION TO SHUTTING DOWN THE UNIT WITH THE ALARMED SMOKE DETECTOR, ALL EQUIPMENT INTERLOCKED OR SERVED BY THAT UNIT SHALL BE OFF. OTHER UNITS SHALL ALSO SHUT OFF AS REQUIRED TO AVOID BUILDING PRESSURE DIFFERENTIALS AND SIMILAR UNDESIRABLE EFFECTS. UPON RESET OF ALARMED DEVICE, SYSTEM SHALL AUTOMATICALLY RETURN TO NORMAL, PROVIDE TIME DELAY START OF EQUIPMENT TO PREVENT EXCESS LOAD STARTING AT THE SAME TIME. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE AND CONNECT TO FIRE ALARM CONTROL PANEL. SEE MECHANICAL DRAWINGS, SCHEDULES AND SPECIFICATIONS FOR LOCATIONS. 8. PROVIDE CONDUIT, WIRE, AND CONNECTION TO FIRE ALARM SYSTEM FOR THE DIV VALVE. SEE MECHANICAL AND CIVIL DRAWINGS FOR LOCATION. 11 12 ELECTRICAL NOTESi B:�--> EACH SINK, TOILET, AND URINAL HAS AUTOMATIC CONTROLS. I I CONTRACTOR SHALL PROVIDE 3/4"C-2# 12 CU & 1 # 12 CU GIRD AND CONNECT THESE DEVICES TO CIRCUITS M 1-11 THROUGH 23. SEE SHOP DEVICES FOR EXACT WIRING REQUIREMENTS. I CHILLER EQUIPMENT ROOM 109 n _ 1 2 3 4 5 6 7 8 9 70 11 12 I I I I I I I I I I nnn 1--nkIT0n1 CTATInkl 3 MITHUN Architects+Des igners+Plan ners Pier 56 12ol Alaskan Way Suite 200 Seattle, WA 981oi TEL 2o6 623.3344 FAX 2o6 623.7005 6 CROSS ENGINEERS, INC. 2407 N. 31 st St., Ste 100 (253) 759-01 18 Tacoma, Washington 98407 (FAX) 759-1879 Info@CrossEngineers.com CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton KEYMAP NO. DATE REVISION PARTNER IN CHARGE GLW PROJECT MANAGER WEM PROJECT ARCHITECT TJC PROJECT TEAM MEMBERS BJA CHECK TJC/WEM ARCHITECT SEAL pRE d 02059 �Q 4 �� ` ACISIS �FSS ONAL����� XPIRES:NOVEMBER 26, ®Q? TITLE POWER/SIGNAL FLOOR PLANS PROJECT NO. 02059.1 DATE 12-17-02 PROJECT NETWORK PATH 02059E30 SHEET NUMBER E3mO PERMIT SET COPYRIGHT 0 2002 MITHUN, INC. EXISTING PANEL TO BE RELOCATED MITHUN Architects+Designers+Planners MECHANICAL EQUIPMENT ELECTRICAL CONNECTION SCHEDULE ITEM DESCRIPTION LOCATION VOLTS PHASE HP KW MIN. CIRCUIT AMPS DISC. SWITCH FUSES MAGNETIC STARTER DISC. SW. FEEDER CIRCUIT NUMBER NOTES B 1 BOILER BOILER ROOM 208 1 - - 10 FLA 2P30 15 - 3/4"C-3# 10 CU & 1 # 10 CU GRD M-28 DHW� WATER HEATER BOILER ROOM 120 1 - - 1 FLA * 1 P20 - - 3/4"C-2# 12 CU & 1 # 12 CU GRD M-12 e EXHAUST FAN WEST STORAGE 120 1 1 /4 - - * 1 P20 - DIV 15 3/4"C-2# 12 CU & 1#12 CU GRD M 1-1 e EXHAUST FAN WEST BATHROOM 120 1 1 /2 - - * 1 P20 - DIV 15 3/4"C-2# 12 CU & 1 #12 CU GRD M 1-3 e EXHAUST FAN EAST BATHROOM 120 1 1 /2 - - * 1 P20 - DIV 15 3/4"C-2# 12 CU & 1 # 12 CU GRD M 1-5 eEF EXHAUST FAN EAST STORAGE 120 1 1/4 - - *1 P20 - DIV 15 3/4"C-2#12 CU & 1#12 CU GRD M1-7 eEF EXHAUST FAN CHILLER ELEC. RM 120 1 1 /4 - - * 1 P20 - DIV 15 3/4"C-2# 12 CU & 1 #12 CU GRD M 1-9 eEH ENTRANCE HEATER BACK ENTRANCE 120 1 /20 - - * 1 P20 - DIV 15 3/4"C-2# 12 CU & 1 # 12 CU GRD M 1-8 UH 1 UNIT HEATER BOILER ROOM 120 1 /20 - - *1 P20 - DIV 15 3/4"C-2#12 CU & 1 # 12 CU GRD M1-2 2eUH UNIT HEATER WEST STORAGE 120 1 /20 - - *1 P20 - DIV 15 3/4"C-2#12 CU & 1 # 12 CU GRD M1-2 UH 3 UNIT HEATER EAST STORAGE 120 1 /12 - - *1 P20 - DIV 15 3/4"C-2#12 CU & 1 # 12 CU GRD M1-4 eUH 4 UNIT HEATER ELECTRICAL ROOM 120 1 /20 - - *1 P20 - DIV 15 3/4"C-2#12 CU & 1 # 12 CU GRD M1-4 UH 5 UNIT HEATER MAIN AREA 120 1 1/2 Z- - *1 P20 - DIV 15 3/4"C-2#12 CU & 1 # 12 CU GRD M1-6 ePUMP RECIRC BOILER ROOM 120 1 �-z - *1 P20 DIV 15 3/4"C-2# 12 CU & 1#12 CU GRD M-1 e BOILER ROOM BOILER ROOM 208 3 2 - - 3P30 DIV 15 3/4"C-3#10 CU & 1#10 CU GRD M-32 e BOILER ROOM BOILER ROOM 208 3 2 - - 3P30 DIV 15 3/4"C-3#10 CU & 1#10 CU GRD M-38 PUGET SOUND ENERGY TRANS 800 A M LO O LOADSIDE WIREWAY 1 0 O4 O2 O5 40OA/3P �6 Q3 �- 200/3P BREAKER TYPICAL OF 5 METER STACK, 800A, 208Y/120, 3PH, 4W, 65,000 AIC WITH NEMA 3R LOCKABLE ENCLOSURE SERVICE *2 POWER RISER DIAGRAM NOT TO SCALE: SERVICE #1 DEMAND LOAD CALCULATIONS SERVICE KVA LOAD FACTOR NEC REF. DEMAND LOAD LIGHTING - 18.3 1.25 220-10b = 22.7 RECEPTS TO 1 OKW - 6.3 1.00 220-13 = 6.3 RECEPTS OVER 1OKW - - 0.50 220-13 = - MOTORS (LARGEST) - 2.81 1.25 430-24 = 3.51 MOTORS - 9.37 1.00 430-24 = 9.37 KITCHEN EQUIP. - - 1.00 220-20 = - WELDERS - - 1.00 630-11 b (FPN) _ - AIR CONDITIONING - - 1.00 220-31 = - ELECTRIC HEAT - - 1.00 220-31 = - MISCELLANEOUS - 4.0 1.00 = 4.0 TOTAL CONNECTED 40.8 KVA TOTAL DEMAND 46.1 KVA (113 AMPS) (128 AMPS) CONDUIT AND WIRE SCHEDULE A(2)4"C-(4)#600 KCM A 1 1 /2"C-(4) #2 CU & 1 #6 CU GRD. 0 2 1 /2"C-(4) #3/0 CU & 1 /6 CU GRD. EXISTING PANEL TO BE RELOCATED SURFACE 22,000 AIC MOUNTING PANEL SCHEDULE NO. ElLOCATION: EXTERIOR SERVING: COURTYARD 120/240 VOLTS 1 PHASE 3WIRE 600 AMPS WITH 600 MAIN BREAKER CKT NO. LOAD DESCRIPTION KVA TRIP W TRIP AMPS AMPS KVA LOAD DESCRIPTION CKT NO. 1 EXISTING 20 2 20 20 2 EXISTING 2 3 1 4 5 6 20 20 207 2 20 7 8 g 10 11 12 13 14 15 16 17 11 20 60 2 60 2 18 19 20 21 1 1 22 23 1 24 25 26 27 28 29 30 31 EXISTING 32 20 33 SPACE 34 35 36 37 38 39 40 41 EXISTING SPACE 42 REMARKS: CONNECTED LOAD: KVA AMPS DEMAND LOAD: KVA AMPS SURFACE 10 0FA 00 AIC MOUNTING PANEL SCHEDULE N0. LOCATION: ROOM 109 SERVING: LIGHTING 120/208 VOLTS 3PHASE 4WIRE 100 AMPS WITH MAIN LUGS CKT N0. LOAD DESCRIPTION KVA TRIP TRIP AMPS AMPS KVA LOAD DESCRIPTION CKT NO. 1 GEN LTS ROOM 101 1.36 20 20 .72 LTS EXTERIOR 2 3 GEN LTS ROOM 101 1.36 .45 LTS EXTERIOR 4 5 1 GEN LTS ROOM 101 1.36 .601 LTS COURTYARD 6 7 1 GEN LTS ROOM 101 1.53 .781 LTS 102-104 8 9 1 GEN LTS ROOM 101 1.36 1.15 LTS 106-109 10 11 UP LTS ROOM 101 1.14 .60 LTS MEZZANINE 12 13 UP LTS ROOM 101 1.14 .10 LTG CONTROL PANEL 14 15 UP LTS ROOM 101 1.52 .18 RECEPT @ C G 16 17 UP LTS ROOM 101 1.52 .18 RECEPT @ C G 18 19 SPARE .18 RECEPT @ C G 20 21 .18 RECEPT @ C G 22 23 SPARE 24 25 26 27 28 29 31 33 34 36 38 40SPARE [REMARKS: 20 SPARE 42 20 CONNECTED LOAD: 18.3 KVA 51 AMPS DEMAND LOAD: 22.5 KVA 63 AMPS SURFACE 10.000 AIC MOUNTING PANEL SCHEDULE N0. MILOCATION: SERVING: 120/208 VOLTS 3PHASE 4WIRE 400 AMPS WITH MAIN LUGS CKT NO. LOAD DESCRIPTION KVA TRIP TRIP AMPS AMPS KVA LOAD DESCRIPTION CKT NO. 1 EF-1 .70 20 20 20 .20 UH-1 UH-2 2 3 EF-2 1.18 .30 UH-3 UH-4 4 5 EF-3 1.18 1.10 UH-5 6 7 EF-4 .70 .10 EH-1 8 9 EF-5 .70 SPARE 10 11 SINK .30 12 13 SINK .30 14 15 URINALS .20 16 17 TOILETS .20 18 19 TOILETS .20 SPARE 20 20 21 TOILETS .20 SPACE 22 23 TOILETS .20 24 25 SPACE 26 27 29 31 d34 33 35 36 37 38 39 40 41 SPACE SPACE 1 42 REMARKS: CONNECTED LOAD: 6.2 KVA 17 AMPS DEMAND LOAD: 6.5 KVA 18 AMPS SURFACE MOUNTING 22,000 AIC PANEL SCHEDULE N0. E2 LOCATION: EXTERIOR SERVING: COURTYARD 120/240 VOLTS 1 PHASE 3WIRE 400 AMPS WITH MAIN LUGS CKT NO. LOAD DESCRIPTION KVA TRIP PP TRIP AMPS 11 AMPS KVA LOAD DESCRIPTION CKT NO. 1 EXISTING 50 2 30 2 30 2 30 2 30 2 EXISTING 2 3 4 5 50 6 7 2 8 9 50 10 11 2 50 2 20 T20- 12 13 14 15 16 17 18 20 -:�±20 19 r, 21 22 23 EXISTING 24 20 25 SPACE 26 60 27 SPACE 28 60 60 29 SPACE EXISTING 30 REMARKS: CONNECTED LOAD: KVA AMPS DEMAND LOAD: KVA AMPS SURFACE 10,000 AIC OUNTING PANEL SCHEDULE NO. M LOCATION: ROOM 109 SERVING: RECEPTACLES 120/208 VOLTS 3PHASE 4WIRE 400 AMPS WITH MAIN LUGS CKT NO. LOAD DESCRIPTION KVA TRIP TRIP AMPS AMPS KVA LOAD DESCRIPTION CKT NO. 1 RECEPT 101 .54 20 3 20 .10 FIRE ALARM 2 3 RECEPT 101 .54 .10 SECURITY 4 5 RECEPT 101 .54 .101 DDC CONTROLLER 6 7 RECEPT 101 .36 .10 BOILER MANAGEMENT 8 20 20 2 100 3 100 3 9 RECEPT 101 .54 .20 RECIRC PUMP 10 11 IRECEPT 104-108 .72 .12 DWHT-1 12 13 RECEPT 104-108 .72 SPARE 14 15 RECEPT 104-108 .72 16 17 RECEPT 108 .18 18 19 RECEPT 108 .18 20 21 RECEPT 103 .18 23 RECEPT 103 .18 24 25 RECEPT COURTYARD .54 SPARE 26 27 RECEPT MEZZANINE .36 3.60 BOILER 28 29 SPARE 31 2.81 P-2 33 34 35 SPARE 20 36 37 PANEL L 100 2.81 P-3 38 39 40 41 42 REMARKS: PROVIDE FEED THRU LUGS TO PANEL M1 CONNECTED LOAD: 40.8 KVA 17 AMPS DEMAND LOAD: 113 KVA 18 AMPS * PROVIDE HANDLE LOCK COMPACTED BACKFILL-\ NOT TO SCALE - FINISHED GRADE 6„ RED "TERRA TAPE" - WARNING TAPE �- (ELEC. BURIED BELOW) _) CONDUIT - I I- SAND ENVELOPE I I I I I I 3" 3 TYPICAL CONDUIT TRENCHING NO SCALE Pier 56 12oi Alaskan Way Suite 200 Seattle, WA 98i of TEL 2o6 623.3344 FAX 2o6 623.7005 CROSS ENGINEERS, INC. 2407 N. 31 st St., Ste 100 (253) 759-01 18 Tacoma, Washington 98407 (FAX) 759-1879 Info®CrossEngineers.com CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton KEYMAP NO. DATE REVISION PARTNER IN CHARGE GLW PROJECT MANAGER WEM PROJECT ARCHITECT TJC PROJECT TEAM MEMBERS BJA CHECK TJC/WEM ARCHITECT SEAL dRE J 02059 0�sTER����� XPIRES:NOVENIBER 26�?OO TITLE L/ DETAILS PROJECT NO. 02059.1 12-17-02 PROJECT NETWORK PATH i 02059E40 SHEET NUMBER E4nO IT SET COPYRIGHT© 2002 MITHUN, INC. PROJECT TEAM DEMOLITION GENERAL NOTES SYMBOLS ABBREVIATIONS LEGAL DESCRIPTION OWNER CITY OF RENTON RENTON CITY HALL - 5TH FLOOR 1055 SOUTH GRADY WAY RENTON, WA 98055 PHONE: 425/430-6606 FAX: 425/430-6603 CONTACT: DENNIS CULP CONSULTANTS ARCHITECT & INTERIOR DESIGN CIVIL & STRUCTURAL ENGINEER MITHUN, ARCHITECTS +DESIGNERS+ PLANNERS COUGHLIN PORTER LUNDEEN INC. PIER 56 217 PINE STREET, SUITE 300 1201 ALASKAN WAY, SUITE 200 SEATTLE, WASHINGTON 98101 SEATTLE, WASHINGTON 98101 PHONE 343-0460 PHONE: (206) 623-3344 FAX: �206) 206 343-5691 FAX: (206) 623-7005 CONTACT: ERIC DANN CONTACT: LYNN ROBBINS MIKE ARMSTRONG JIM SPROTT - CIVIL ELECTRICAL ENGINEER MECHANICAL ENGINEER CROSS ENGINEERS, INC. KEEN ENGINEERING CONSULTING ENGINEERS 1932 FIRST AVENUE, #307 2407 NORTH 31 st STREET, SUITE 100 SEATTLE, WA 98101 TACOMA, WASHINGTON 98402 PHONE 206/770-7779 PHONE: 3) 759-0118 FAX: 206/770-5941 FAX: 759-1 B79 M3) CONTACT: PAUL ANSEEUW CONTACT: WES McKEAN COWN VANESS DRAWING INDEX GENERAL A0.0 PROJECT INFORMATION CIVIL C1.0 DEMOLITION PLAN C1.1 SITE PLAN C1.2 UTILITY PLAN C1.3 DETAILS LANDSCAPE L1.1 LANDSCAPE PLANS / DETAILS ARCHITECTURAL A1.0 SITE PLAN A2.0 DEMOLITION FLOOR PLAN / FIRST FLOOR PLAN A2.1 MEZZANINE FLOOR PLAN / ENLARGED PLANS / STAIR SECTIONS A2.2 DEMOLITION ROOF PLAN / ROOF PLAN A4.0 REFLECTED CEILING PLANS A5.0 DEMOLITION ELEVATIONS / NEW ELEVATIONS A5.1 DEMOLITION ELEVATIONS / NEW ELEVATIONS A6.0 BUILDING SECTIONS A6.1 WALL SECTIONS A6.2 WALL SECTIONS A6.3 WALL SECTIONS ATO SCHEDULES / WALL TYPES / DOOR & FRAME TYPES A8.0 INTERIOR ELEVATIONS A9.0 DETAILS A9.1 DETAILS A9.2 DETAILS STRUCTURAL S1.1 GENERAL STRUCTURAL NOTES S2.1 FOUNDATION PLAN S2.2 MEZZANINE FRAMING PLAN S2.3 ROOF FRAMING PLAN S3.1 CONCRETE DETAILS S5.1 DETAILS S5.2 BRACED FRAME ELEVATIONS & DETAILS S5.3 MISC. MEZZANINE DETAILS S6.1 WOOD DETAILS MECHANICAL/PLUMBING M0.1 TITLE SHEET MO.2 MECHANICAL EQUIUP SCHEDULES & MOTORLIST MO.3 SITE PLAN MOA MECHANICAL FOUNDATION PLAN M1.1 HVAC UPPER & LOWER PLAN M1.2 PLUMBING & FIRE PROTECTION M1.3 MECHANICAL ROOF PLAN M2.1 MECHANn S€6:PGNS & DIFT2US€R T61` UT M2.2 MECHANICAL DIAGRAMS M3.1 MECHANICAL DETAILS M3.2 MECHANICAL DETAILS ELECTRICAL EO.0 SYMBOL - LEGEND, LIGHTING - FIXTURE SCHEDULE E1.0 SITE PLAN E2.0 LIGHTING FLOOR PLANS E3.0 POWER / SIGNAL FLOOR PLANS E4.0 DETAILS E4.1 DETAILS i ��11WI A .041 ;may • ._..�IIIII... GENERAL NOTES DEMOLITION GENERAL NOTES: A. THESE NOTES REFER TO ALL DEMOLITION DRAWINGS. REFER TO FLOOR PLANS, SECTIONS, ELEVATIONS, AND DETAILS FOR DIMENSIONS. B. SEE SPECIFICATION 'SECTION 01732 - SELECTIVE DEMOLITION' FOR ADDITIONAL REQUIREMENTS. C, THESE DRAWINGS SHOW GENERAL DEMOLITION WORK TO BE PERFORMED AND DO NOT RELIEVE THE CONTRACTOR FROM OTHER DEMOLITION WORK REQUIRED TO PRODUCE THE BUILDING MODIFICATIONS SHOWN ON THE REMAINING CONTRACT DOCUMENTS, INCLUDING STRUCTURAL, MECHANICAL, & ELECTRICAL DRAWINGS. D. PROTECT ALL EXISTING CONDITIONS, INCLUDING FINISHES & MATERIALS, SHOWN TO REMAIN FROM DAMAGE DURING DEMOLITION & CONSTRUCTION. DAMAGE TO AREAS BEYOND SCOPE OF DEMOLITION IS TO BE REPAIRED AT CONTRACTOR'S EXPENSE PRIOR TO FINAL PAYMENT. E. VERIFY DIMENSIONS OF ALL NEW WALL, FLOOR, AND ROOF OPENINGS PRIOR TO CUTTING. F, THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ANY OPENINGS IN THE ROOF CAUSED BY DEMOLITION, AND ANY NEW OPENINGS CUT INTO EXISTING WALLS OR ROOF TO PREVENT WATER DAMAGE TO THE ROOF AND AREAS INSIDE THE BUILDING. G. STRUCTURAL: REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS ON STRUCTURAL DEMOLITION. CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCING DEMOLITION WORK. (I) SPECIAL CHRC SHALL BE TAKEN WHERE FUV T IIVGS BEING DEMVLISHED ARE ADJACENT TO EXISTING FOOTINGS TO REMAIN. UNDER NO CIRCUMSTANCES IS THE EXISTING SOIL -BEARING STRATA TO BE DISTURBED FOR FOOTINGS TO REMAIN. CONTACT ENGINEER FOR AREAS WHERE THIS CANNOT BE ACCOMPLISHED. (2) SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION IN A MANNER THAT IS SUITABLE TO WORK SEQUENCES. (3) ALL NEW OPENINGS CUT THROUGH EXISTING WALLS, FLOORS, AND ROOF SHALL BE ACCOMPLISHED USING SAW -CUTTING WHERE POSSIBLE. OVER -CUTTING AT CORNERS IS NOT ALLOWED. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND LOCATIONS OF ADJACENT STRUCTURAL MEMBERS PRIOR TO CUTTING ANY OPENINGS. NO OPENINGS ARE TO BE CUT THROUGH EXISTING STRUCTURAL MEMBERS OR WALLS WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. (4) SMALL, ROUND OPENINGS ARE TO BE ACCOMPLISHED BY CORE -DRILLING WHERE POSSIBLE. H. HVAC: (1) FOR PURPOSES OF HVAC DEMOLITION NOTES, SCOPE INCLUDES ROOF AREA. HVAC EQUIPMENT INCLUDES BUT IS NOT LIMITED TO: DUCTWORK & ACCESSORIES, FIRE PROTECTION & ACCESSORIES, AIR-CONDITIONING UNITS (ROOF -TOP MOUNTED & INSIDE THE BUILDING), UNIT HEATERS, EXHAUST FANS, EXHAUST VENTS & LOUVERS, AIR SUPPLY FANS, FANCOILS, AND CONDENSING UNITS. CONTRACTOR SHALL TEMPORARILY PROTECT ALL OPENINGS IN THE ROOF CAUSED (2) BY DEMOLITION TO PREVENT WATER DAMAGE TO THE ROOF AND AREAS INSIDE THE BUILDING. I. PLUMBING: (1) CONTRACTOR TO LOCATE & SHUT OFF THE DOMESTIC WATER MAIN VALVE TO THE SPACE. (2) CONTRACTOR TO LOCATE & SHUT-OFF NATURAL GAS MAIN VALVE TO THE SPACE. PREP EXISTING PIPING FOR CONNECTION TO NEW HVAC UNITS. SEE MECHANICAL & PLUMBING DRAWINGS FOR MORE INFORMATION. K. ELECTRICAL: (1) REFER TO ELECTRICAL DRAWINGS FOR REQUIREMENTS & EXTENTS OF ELECTRICAL SYSTEM DEMOLITION, CONTRACTOR SHALL REMOVE ALL ELECTRICAL DEVICES, PANELS, CONDUITS, AND WIRING IN AREAS TO BE DEMOLISHED UNLESS NOTED OTHERWISE. PROJECT DESCRIPTION THE RENTON PAVILION BUILDING IS AN EXISTING BUILDING IN DOWNTOWN RENTON. PREVIOUSLY USED AS AN AUTO REPAIR SHOP, THIS STRUCTURE WILL BE RENOVATED TO ACCOMMODATE ASSEMBLY, RETAIL, MERCANTILE AND BUSINESS USE. THE EXISTING BUILDING HAS UNDERGONE NUMEROUS SOILS, SITE AND SUBSURFACE INVESTIGATIONS. THE BUILDING WAS ALSO SURVEYED FOR ASBESTOS AND LEAD. ASBESTOS IS CURRENTLY PRESENT IN ROOFING MATERIAL AND GLAZING PUTTY. THE CONSTRUCTION WILL CONSIST OF REMOVING TWO BUILDING BAYS AT THE WEST END OF THE BUILDING TO CREATE A NEW OUTDOOR SPACE THE EXISTING CONCRETE FRAME WILL REMAIN IN THIS AREA. NEW RESTROOM AND STORAGE FACILITIES WILL BE PROVIDED IN THE BUILDING ALONG WITH NEW MECHANICAL AND ELECTRICAL EQUIPMENT. 1. DIMENSIONS ARE TO FACE OF FINISH MATERIAL UNLESS NOTED OTHERWISE. 2. DO NOT SCALE DRAWINGS. 3. IT IS THE CONTRACTOR'S RESPONSIBLITY TO REPORT ANY DISCREPANCIES FOUND WITHIN THESE DOCUMENTS TO THE ARCHITECT AS SOON AS THEY ARE DISCOVERED. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC., PERTAINING TO THE WORK BEFORE PROCEEDING. THE ARCHITECT MUST BE NOTIFIED IN WRITING OF ANY VARIATIONS FROM THE DIMENSIONS &/OR CONDITIONS SHOWN ON THESE DWGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE ARCHITECT PRIOR TO THE CONTRACTOR PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. 5. EACH SUB -CONTRACTOR SHALL BE RESPONSIBLE FOR THE JOINING OF HIS WORK TO THE WORK OF OTHER TRADES. 6. FIRE -RATED PARTITIONS SHALL BE FIRE -STOPPED AT STRUCTURE W/ THE FIRE RATING MAINTAINED TO THE ADJACENT FLOOR OR ROOF DECK ABOVE. 7. ARCHITECTURAL BACKGROUND PLANS ON STRUCTURAL, MECHANICAL, & ELECTRICAL DRWGS ARE FOR THE SOLE PURPOSE OF ILLUSTRATING GENERAL PLAN CONFIGURATION. SUCH BACKGROUNDS SHALL NOT BE USED FOR PORTIONS OF THE WORK OTHER THAN THAT PERTAINING TO THE TITLE OF EACH SHEET. REFER TO THE APPROPRIATE SHEET FOR EACH SPECIFIC PORTION OF THE WORK. 8. THE CONTRACTOR SHALL PROVIDE BLOCKING FOR MECHANICAL & ELECTRICAL EQUIPMENT, ACCESS DOORS, DUCTS, CURBS, & MACHINE BASES; VERIFY LOCATIONS & SIZES OF OPENINGS REQUIRED W/ THE APPROPRIATE SUBCONTRACTOR; FURNISH SAME COMPLETE W/ BUCKS & LINTELS. 9. THE INTEGRITY OF THE FIRE -RATINGS FOR FLOORS, WALLS, CEILINGS & STRUCTURE SHALL BE MAINTAINED WHEN PENETRATED BY MECHANICAL DUCTWORK, PLUMBING & ELECTRICAL INSTALLATIONS. CONTRACTOR MAKING PENETRATION IS RESPONSIBLE FOR PROVIDING THROUGH -PENETRATION FIRESTOP SYSTEM(S) LISTED BY APPROVED TESTING AGENCY. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY PRECAUTIONS & THE MEANS & METHODS TO PERFORM THE WORK. 11. ALL WINDOW & DOOR SIZES SHALL BE VERIFIED & FIELD MEASURED PRIOR TO FABRICATION. 12. CONTRACTOR SHALL PROTECT THE EXISTING SITEWORK, LANDSCAPING, & ADJACENT STRUCTURES SHOWN TO REMAIN, & TO ASSURE THE SAFETY OF THE PUBLIC. 13. EXISTING BUILDING COMPONENTS MAY CONTAIN HAZARDOUS MATERIALS. COORDINATE W/ OWNER FOR LOCATION INFORMATION & ABATEMENT OF KNOWN HAZARD CONTAINING MATERIALS. DO NOT DISTURB MATERIALS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS. CONTACT THE OWNER IMMEDIATELY & SUSPEND WORK IN THAT AREA UNTIL OWNER TESTS THE SUBJECT MATERIAL & FINDS IT TO BE SAFE OR PROPERLY ABATES. 14. CONTRACTOR SHALL PROTECT ALL EXISTING WORK TO REMAIN. ANY DAMAGED WORK SHALL BE REPLACED WITH THE SAME MATERIALS INCLUDING MATCHING THE EXISTING COLORS & TEXTURES. 15. TEMPORARY ADDRESS TO BE PROVIDED IN A LOCATION SUCH THAT IT IS PLAINLY VISIBLE FROM THE STREET. NORTH ARROW E GRID BUBBLE XX 6, BUILDING SECTION AX. XX ^xx WALL SECTION Ax.xx XX DETAIL AX.X - - - - - - PROPERTY CORNER INTERSECTION ANNOTATION TOP ANNOTATION BOTTOM ELEVATION MARK ELEV. +X XX' 25.00' NEW SPOT ELEVATION 23.72' EXIST.) ROOM NAME ROOM NAME / NUMBER XXX xx OR <= DOOR MARK Xx WINDOW MARK XX-X FINISH MARK SEE ROOM FINISH SCHEDULE FLOOR MATERIAL ADJACENCY SEE A7.0 FINISH SCHEDULE ALIGN ALIGNMENT OF ITEM AxCj:: �D � I i XX _ X X X X x V.X AX.XX CODE PLANS MIN WIDTH= 78' - OCCUPANCY: MECHANICAL BOILER 121 SF (1/300) = 1 PERSON MIN WIDTH= 55", r ■ NORTH N.T.S. REVISION MARK 5'-0" DIAMETER BARRIER FREE CLEAR FLOOR AREA WALL TYPE MARK SEE SHEET A-7.0 FOR TYPES ELEVATION MARKS NOTE: THIS HATCH PATTERN INDICATES ONE HOUR FLOOR / CLG. ASSEMBLY OCCUPANCY: ACCESSORY RESTROOMS JAN CIRCULATION OCCUPANCY OCCUPANT LOAD S-1 384 SF (11300) = 2 PEOPLE EXIT = 72' EXIT = 36' ID INSIDE DIMENSION ABV ABOVE AFF ABOVE FINISH FLOOR INSUL INSULATION AC TILE ACOUSTICAL TILE INT INTERIOR ACT ACTUAL JT JOINT AL ALUMINUM LAV LAVATORY ARCH ARCHITECTURAL LIN LINOLEUM A TILE ASPHALT TILE LT LIGHT AVG AVERAGE MAR MARBLE BLKG BLOCKING MO MASONRY OPENING BR BRICK MATL MATERIAL MAX MAXIMUM CPT/C CARPET MECH MECHANICAL CLG CEILING MTL METAL CEM CEMENT MIN MINIMUM CENTER LINE MUL MULLION C TO C CENTER TO CENTER NAT NATURAL CT CERAMIC TILE NOM NOMINAL CLO CLOSET NA NOT APPLICABLE CW COLD WATER NIC NOT IN THIS CONTRACT COL COLUMN NTS NOT TO SCALE CONC CONCRETE NO, # NUMBER CMU CONCRETE MASONRY UNIT CONST CONSTRUCTION OC ON CENTER CONT CONTINUOUS OD OUTSIDE DIMENSION COORD COORDINATE 0/ OVER COR CORRIDOR OVHD OVERHEAD CFM CUBIC FEET PER MINUTE CG CORNER GUARD DTL DETAIL p_ PAINT DIA DIAMETER PID PAINTED DIM DIMENSION PL PLASTER, PLATE DO DITTO P LAM PLASTIC LAMINATE DR DOOR PLYWD PLYWOOD DN DOWN PT POST -TENSIONED CONCRETE DWG DRAWING PT PRESSURE -TREATED WOOD DS DOWNSPOUT QT QUARRY TILE E ELECTRICAL PANEL EA EACH RL RAIN LEADER ELEC ELECTRICAL REF REFRIGERATOR, REFERENCE EEL ELEVATION REINF REINFORCING BAR EQ EQUAL REV REVISION EXIST EXISTING R RISER, RADIUS EXT EXTERIOR RM, RMS ROOM, ROOMS E.B. ENVIRON BIOCOMPOSITE RO ROUGH OPENING FE FIRE EXTINGUISHER FO FACE OF, FINISH OPENING SCHED SCHEDULE FIN FINISH SEC SECTION FAAP FIRE ALARM ANNUNCIATOR SHT SHEET PANEL SV SHEET VINYL FD FLOOR DRAIN SC SOLID CORE FE FIRE EXTINGUISHER SPECS SPECIFICATIONS FEC FIRE EXTINGUISHER CABINET SF SQUARE FEET & FIRE EXTINGUISHER SG SAFETY GLAZING FRT FIRE RETARDANT TREATED SRWY STAIRWAY FLASH FLASHING STL STEEL FLR FLOOR STOR STORAGE F.A. FLUID -APPLIED STRUCT STRUCTURAL FND FOUNDATION SUSP SUSPENDED FDIC FURNISHED BY OWNER, T.G. TEMPERED GLASS INSTALLED BY CONTRACTOR T.I.G. TEMPERED INSULATED GLASS FOI0 FURNISHED BY OWNER, THRESH THRESHOLD INSTALLED BY OWNER T.O. TOP OF FCIC FURNISHED BY CONTRACTOR, IT TREAD, THICKNESS INSTALLED BY CONTRACTOR TS TUBE STEEL FOS FACE OF STUD TYP TYPICAL FV FIELD VERIFY UNFIN UNFINISHED GA GAUGE UNO UNLESS NOTED OTHERWISE Cv4LV GALVANIZED UR URINAL GAP GENERATOR ALARM PANEL GL GLASS VR VAPOR RETARDER GLULAM GLUE -LAMINATED VERT VERTICAL GWB GYPSUM WALLBOARD VCT VINYL COMPOSITION TILE GMRL GALV. METAL RAIN LEADER HC HANDICAP WC WA1 ER CLOSET HDWE HARDWARE WP WATERPROOFING HP HEAT PUMP WS WHEEL STOP W WIDTH HT HEIGHT WDW WINDOW HM HOLLOW METAL W/ WITH HOR HORIZONTAL HB HOSE 818 WD WOOD HW HOT WATER WI WROUGHT IRON HWT HOT WATER TANK ZINC. ZINCALUME NOTE: DASHED LJNE INDICATES ONE HOUR SEPARATION, TYP. -I NOTE: AREA BENEATH STAIR REQUIRES ONE -HOUR SEPARATION CURRENT OCCUPANCY OCCUPANT LOAD A-2.1 OR A-3 9816 SF (1/15) = 655 PEOPLE FUTURE OCCUPANCY OCCUPANT LOAD B 9816 SF = 99 PEOPLE M 9816 SF �1/100) 1/30) = 328 PEOPLE NOTE: THIS HATCH PATTERN INDICATES ONE HOUR FLOOR / CLG. ASSEMBLY OCCUPANCY: MECHANICAL 188 SF 1 300 =1 PERSON --- ---------- IOCCUPANCY OCCUPANT LOAD S-1 608 SF (1/300) = 3 PEOPLE OCCUPANCY: NONE CIRCULATION MAIN EXIT = 72" D OCCUPANCY: NONE UNUSED SPACE 0 THE STATUTORY WARRANTY DEED (KC # 199705020406) USED TO CONVEY THE PAVILION PROPERTY TO fHE CITY INCLUDES MORE THAN THE PAVILION PROPERTY. THE LEGAL DESCRIPTION FOR JUST THE PAVILION LOCATED AT 233 BURNETT AVE SOUTH (PID: 569600-0055) WOULD BE THE FOLLOWING: LOTS 2, 3, 16, 17 AND 18, BLOCK 2, MOTOR LINE ADDITION TO RENTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE EAST 6 FEET OF LOTS 16, 17 AND 18 CONVEYED TO THE CITY OF RENTON UNDER KING COUNTY RECORDING NUMBER 910200 FOR STREET PURPOSES. ALL SITUATE IN SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN THE CITY OF RENTON, KING COUNTY, WASHINGTON, CODE ANALYSIS MITHUN Architects+Designers+Plan n ers Pier 56 1201 Alaskan Way Suite 200 Seattle, WA 98im TEL 2o6 623.3344 FAX 2o6 623.7005 97 UBC W/ WA STATE AMENDMENTS OCCUPANCY CLASSIFICATIONS / SEPARATIONS (CH. 3) A-2.1 ASSEMBLY ROOM WITH OCCUPANT LOAD OF 300 OR MORE WITHOUT A LEGITIMATE STAGE CITY OF RENTON S-1 STORAGE -MODERATE HAZARD STORAGE BUILDER'S COPY POSSIBLE FUTURE OCCUPANCIES THIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALL TIMES` DURING CONSTRUCTION. THIS A-3 ASSEMBLY ROOM WITH OCCUPANCY LESS THAN 300 BUILDING IS NOT TO BE OCCUPIED UNTIL AFTER FINAL INSPECTION BY ►ROJECT: THE RENTON BUILDING DIVISION RECEIPT OF CERTIFICATE OF 3ENTON PAVILION B EATING AND DRINKING ESTABLISHMENTS WITH LOAD LESS THAN 50 OCCUPANCY . PBP W 2-06 10/99 OCATION: M DISPLAY AND SALE OF MERCHANDISE ACCESSIBLE TO THE PUBLIC I I Renton, WA OCCUPANCY SEPARATION: APPROVAL SHALL NOT BE CONSTRUED A-2.1 TO B 1 HOUR. AS THE AUTHORITY TO VIOLATE OR Iton CANCEL ANY PROVISIONS A-2.1 TO M 1 HOUR. A-3 TO B NO REQUIREMENTS FOR FIRE RESISTANCE. OF CODES, ORDINANCES, OR OTHER ALWLATIONS ENFORCED BY THIS CITY A-3 TO M NO REQUIREMENTS FOR FIRE RESISTANCE. DAT APPROV A-2.1 TO S-1 1 HOUR. B A-3 TO S-1 NO REQUIREMENTS FOR FIRE RESISTANCE. PERMIT# b B TO S-1 NO REQUIREMENTS FOR FIRE RESISTANCE. PBPW2-05 ,0,,99 :� ! M TO S-1 NO REQUIREMENTS AS SPACE IS SMALLER THAN 1000 SQUARE FLu 6c BUILDING IS PROVIDED WITH AN APPROVED SPRINKLER SYSTEM THROUGHOUT. BUILDING CONSTRUCTION (CH. 6) F CONSTRUCTION TYPE: TYPE V - 1 HOUR T- c G��Y� ALLOWABLE AREAS, CONSTRUCTION TYPE (CH. 5) NOTE: PUBLIC WAY IS CONSIDERED ANY STREET, ALLEY, OR SIMILAR PARCEL OF LAND ESSENTIALLY UNOBSTRUCTED FROM THE GROUND TO THE SKY AND IS DEEDED DEDICATED TO THE PUBLIC FOR PUBLIC USE PER (1002). 1. NORTH 28'-6" TO OVERHANG AT BUS COFFEE STAND 2. EAST 99'-0" TO ADJACENT BLDG. 3. SOUTH 215'-3 1/2" TO ADJACENT BLDG. 4. WEST 66'-0 1/2" TO ADJACENT BLDG. Koo (TABLE 5-13) OCCUPANCY ALLOWABLE FLOOR AREA PROPOSED FLOOR AREA A2.1 & A-3 10,500 SF BASE 12,504 - MAIN FLOOR 2,135 - MEZZANINE LEVEL 14,639 SQUARE FEET SEPARATION ON ALL SIDES: 28'-6" - 20'-0" = 8'-6" 8'-6" * 5% = 42.5% 10,500 * 42.5% = 14,962 SF 14,962 ALLOWABLE SQUARE FEET B, M, & S-1 14,000 SF BASE 12,504 - MAIN FLOOR 2,135 - MEZZANINE LEVEL 14,639 SQUARE FEET SEPARATION ON ALL SIDES: 28'-6" - 20'-0" = 8'-6" 8'-6" * 5% = 42.5% 14,000 * 42.5% = 19,950 SF 19,950 ALLOWABLE SQUARE FEET BUILDING HEIGHT CONSTRUCTION TYPE ALLOWED BUILDING HEIGHT PROPOSED BUILDING HEIGHT TYPE V-1 HOUR 50' 35' TO T.O. SIGN NOTE: CENTER LINE OF PUBLIC WAY SHALL BE CONSIDERED AN ADJACENT PROPERTY LINE (503.1) SEE A1.0 FOR DIMENSIONAL INFORMATION TABLE 5-A: FOR OCCUPANCIES A-2.1, A-3, M, B, AND S-1, ONE HOUR EXTERIOR BEARING AND NON -BEARING WALLS REQUIRED FOR THIS PROJECT W/ PROPERTY LINE DISTANCES SPECIFIC TO THIS PROJECT SITE. NOTE: THIS BUILDING USES SECTION 508 - FIRE RESISTIVE SUBSTITUTION WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM TO SUBSTITUTE FOR ONE -HOUR FIRE -RESISTIVE CONSTRUCTION. OCCUPANCY / EXITING (CH. 10) EXITS REQUIRED 3 EXITS MINIMUM WHEN OCCUPANCY BETWEEN 501 AND 1000. MEZZANINE LEVEL - WIDTHS OF STAIRS REQ'D. MECHANICAL - FROM STAIR 2: 2 PEOPLE (.3) = 0.6" WIDTH REQ'D @ STAIR. MECHANICAL - FROM STAIR 1: 1 PERSON (.3) = 0.3" WIDTH REQ'D 0 STAIR. FIRST FLOOR - EXIT WIDTH: (NOTE THIS IS FIGURED W/A-2.1 OCCUPANCY AS IT HAS HIGHEST RESTRICTIONS): A-2.1 655 PEOPLE (.2) = 131" WIDTH REQ'D. MAIN EXIT = 1/2(131' = 65.5" S-1 2 PEOPLE (.2) = 0.4" WIDTH REQ'D. MECHANICAL 3 PEOPLE (.2) = 0.6" WIDTH REQ'D. 1 PERSON (.2) = 0.2" WIDTH REQ'D. FIRE PROTECTION FIRE ALARM SYSTEM REQ'D. AND PROVIDED PER 1007.2.2.1 SMOKE DETECTION SYSTEM PROVIDED AT PANELS PER FIRE MARSHAL REQUIREMENT. WET SPRINKLER SYSTEM PROVIDED THROUGHOUT BLDG. W/ SIDE MOUNT SPRINKLERS UNDERNEATH SUNSHADE AT SOUTH FACE OF BLDG. ZONING ZONE: CD - CENTER DOWNTOWN ALSO DOWNTOWN CORE AREA SETBACKS: NONE FOR CD ZONE MAX LOT COVERAGE: NONE FOR CD ZONE MAX BLDG. HEIGHT: 95-0" PARKING: SEE RMC 4-4-080 DOWNTOWN CORE EXEMPTION FROM PARKING SEISMIC ZONE: ZONE 3 PROJECT SITE SQUARE FEET: 21,730 SF ENERGY CODE ROOF / CEILING MIN. R VALUE R-30 MOISTURE CONTROL WALL MIN. R VALUE R-12 VAPOR RETARDERS: SEE WALL SECTIONS: A6.1, A6.2, A6.3 SLAB ON GRADE MIN. R VALUE R-15 VAPOR RETARDER FOR WALLS IS GLAZING AREA 4778 SF INTERIOR PAINTED SURFACE GROSS EXTERIOR WALL AREA 8953 SF PERCENTAGE OF GLAZING 4778 / 8953 = 53.57. MAXIMUM U FACTORS OPAQUE DOORS .440 VERTICAL GLAZING .400 MAXIMUM SHGC FACTOR VERTICAL GLAZING .550 i► PARTNER N CHARGE RW i `1LJVV i �'� • dZ- PRO.Et'T MANAGER SIB PRO,ECT ARCHMT LR _.... _ 3689- REGISTERED � ARCHITE T r UCE L. WILLIAMS STATE OF WASHINGTON PROJECT INFORMATION PRO,ECT NO. 02373.00 DATE 12-20-02 _ PROJECT NETWOM PATH S:\_2002\02285\ V�,1G DEC 2 3 2002 94M NMWER UILDING DIVISION A0mG PERMIT SET COPYRIGHT © 2002 MIT! =UN, INC. E V 6- I + m + I o 0 5 10 20 SCALE 1� = 10' w O z W 7 O 0 LU + 0 0 O 0 O O I I { 1 I � SSMH 1 i j ff I i 1 j i f I f C { j !� I@ I 1 !<1 i fI 1 I I � I , I 1 N i 6"SS 16'SS ' I PROTECTIEX TREETYP) { �•�••' 8 WfR I EX CB RIM= 5.2 r N INSTAL, CB PROTEVIION r j I I w l f I I I n � I ' 0 I 6'S I 6°SS I 12 YI1 G IV + i I I w i I 1 I I I on ❑ REMOVEEXISTING WITH C VAUL TY OF RENTON AND COORDINATE PUBLIC WORKS - - EARES N - J0lSEE V� CONCRETE L'SCAPE 0 LANS NEARESTJOINT - SEE PRO 'SCAPE PLANS T EXISTING INSTALLED SITE FEA URES + (D SAWC NEAR T AND REMOVE ST JOINT SE CONCRETE TO L SCAPE PLANS SAWCUT AND REMOVE NEAREST JOINT CONCRETE - SEE L SCAPE P S OO OO OO OO OO OO Qo Qo oO Oo Qo Qo Qo Qo OO OO OO O OO All >( '6 Z� 8 �'� - - - - I �s _ssco DEMO AS REQUIRED FOR NEW FOOTING EX CB 1 SAWCUT AND REMOVE EXISTING CONCRETE RIM= 3 .61 1 FOR NEW UTILITY INSTALLATION IE= 33. 6 IN) 1 - I�33 8 T SELECTIVE DEMOLITION OF EXISTING STRUCTURE SELECTIVE DEMOLITION OF EXISTING STRUCTURE SEE LANDSCAPE PLAN FOR DETAILSS SEE ARCH'L PLAN FOR DETAILS INSTALL CB PROTECTION ON ALL CB'S WITHIN 150 FEET OF WORK AREA I 1 I EX SS ; 1 p I CORE DRILL FOR DOWNSPOUTS (TYP) DOWNSPOUT (TYP) I - 1 "01 1 ri I i 1 I I I + I + + I ® I + I I _ I _ L - J L - J ,_- _ c> � '_ ' I + + I + i ' ::p �( JI EX CBI I 1 f 1 I I SSMH I N n I 1 j Ii I j + } I I � I I L ; EX C8 III I j L w O I i i EROSION CONTROL NOTES CONSTRUCTION SEIUENCE: GENERAL DEMOLITION NOTES GENERAL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN 1. EXISTING UTILITIES AND UNDERGROUND STRUCTURES SHOWN ON THE PLAN ARE BASED UPON THE BEST AVAILABLE 12. NO BLASTING ON SITE. DO NOT USE EXPLOSIVES. 1. EXISTING UTILITIES AND UNDERGROUND STRUCTURES SHOWN ON THE PLAN ARE BASED UPON THE BEST HELD WITH THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION, PLAN REVIEW PROJECT MANAGER. E BE AVAILABLE THE CITY OF RENTON, THE APPLICANT AND THE APPLICANTS CONSTRUCTION REPRESENTATIVE. PUBLIC RECORDS AND/OR PRIVATE RECORDS AS SUPPLIED BY THE PROJECT OWNER AND/OR DATA OBTAINED PUBLIC RECORDS AND/OR PRIVATE RECORDS AS SUPPLIED BY THE PROJECT OWNER AND/OR DATA OBTAINED 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN SHALL BE VERBALLY FROM OWNERS OR OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. NEITHER THE OWNER NOR THE 13. SPRINKLE DEBRIS AS NECESSARY TO LIMIT DUST TO LOWEST PRACTICABLE LEVEL. DO NOT SPRINKLE TO EXTENT VERBALLY FROM OWNERS OR OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. NEITHER THE OWNER NOR THE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 2. VERIFY VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES. CONTACT ALL UTILITY ENGINEER GUARANTEE ACCURACY OR COMPLETENESS OF THIS INFORMATION AND ASSUME NO RESPONSIBILITY FOR CAUSING FLOODING, CONTAMINATED RUNOFF OR ICING. ENGINEER GUARANTEE ACCURACY OR COMPLETENESS OF OF THIS INFORMATION AND ASSUME NO RESPONSIBILITY COMPANIES THAT MAY BE EFFECTED BY THE PROPOSED CONSTRUCTION. THE ONE CALL NUMBER IS IMPROPER LOCATIONS ON THE CONSTRUCTION PLANS. OTHER UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS FOR IMPROPER LOCATIONS ON THE CONSTRUCTION PLANS. OTHER UNDERGROUND FACILITIES NOT SHOWN ON THE 3. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR 1-800-424-5555. MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. ALL INVERT ELEVATIONS SHOWN ON THE DRAWINGS SHALL 14. REMOVE EXISTING ABOVE -GRADE AND BELOW -GRADE IMPROVEMENTS AS INDICATED AND AS NECESSARY TO FACILITATE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. ALL INVERT ELEVATIONS SHOWN ON THE TO LAND CLEARING AND/OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. NEW CONSTRUCTION. CARE SHALL BE TAKEN THAT DAMAGE DOES NOT OCCUR TO EXISTING PAVEMENT WHICH IS TO DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A 3. MAINTAIN ALL EXISTING UTILITY SERVICES DURING CONSTRUCTION. REMAIN IN PLACE AND THAT ALL PAVEMENT REMOVALS ARE ACCOMPLISHED BY MAKING A NEAT VERTICAL SAW CUT AT SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED AND POTENTIAL 2. IF CHANGED CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PROMPTLY OF (1) THE BOUNDARIES OF THE AREA TO BE REMOVED. 2. IF CHANGED CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PROMPTLY OF FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO 4. VERIFY GRADES PRIOR TO CONSTRUCTION. FLAG CLEARING LIMITS. PREEXISTING SUBSURFACE CONDITIONS DIFFERING FROM THOSE INDICATED IN THE PLANS, OR (2) PREEXISTING PREEXISTING SUBSURFACE CONDITIONS DIFFERING FORM THE THOSE INDICATED IN THE PLANS, OR EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. UNKNOWN SUBSURFACE CONDITIONS, OR AN UNUSUAL NATURE, DIFFERING MATERIALLY FROM THOSE ORIGINALLY 15. REMOVE TREES, GROWTH AND UNDERBRUSH AS REQUIRED FOR NEW CONSTRUCTION AND AS INDICATED. REMOVAL �1� 2PREEXISTING UNKNOWN SUBSURFACE CONDITIONS, OF AN UNUSUAL NATURE, DIFFERING MATERIALLY FROM 5. INSTALL STABILIZED CONSTRUCTION ENTRANCE. ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE OPERATIONS SHALL BE PERFORMED IN A MANNER TO PROTECT PROPERTY. THOSE ORIGINALLY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED CONTRACT. THE CONTRACTOR AND OR OWNER SHALL MAKE NO CLAIMS TO THE ENGINEER FOR RECOMPENSATION FOR FOR IN THE CONTRACT. THE CONTRACTOR AND/OR OWNER SHALL MAKE NO CLAIMS TO THE ENGINEER FOR 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ST THIS DRAWING ARE INTENDED TO BE MINIMUM 6. INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN. EXTRA WORK RESULTING FROM CHANGED CONDITIONS UNLESS THE ENGINEER HAS APPROVED THE WORK IN WRITING. 16. MAKE CUTS AT CLOSEST PAVING JOINT. RECOMPENSATION FOR EXTRA WORK RESULTING FROM CHANGED CONDITIONS UNLESS THE ENGINEER HAS APPROVED REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION THE WORK IN WRITING. (WSDOT SEC 1-04.7) CONTROL FACILITIES WILL TA NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. 7. INSTALL OFFSITE CATCH BASIN PROTECTION. 3. CONTRACTOR SHALL CALL THE UTILITIES UNDERGROUND LOCATION CENTER FOR FIELD LOCATION OF ALL UTILITIES AND 17. THE CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING, SETTING AND MARKING ALL LINE AND LOCATION STAKES, DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TTEE SHALL NOT BEGIN EXCAVATION UNTIL ALL KNOWN UNDERGROUND FACILITIES IN THE VICINITY OF THE PROPOSED WORK INCLUDING OFFSETS AND GENERAL CONSTRUCTION STAKING. WHEN WORK REQUIRING CONTROL IS BEING PERFORMED, 3. THE CONTRACTOR SHALL CALL THE UTILITIES UNDERGROUND LOCATION CENTER FOR FIELD LOCATION OF ALL TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL 8. CLEAR &GRUB AREAS OF THE SITE TO BE ROUGH GRADED OF FILLED. HAVE BEEN LOCATED AND MARKED. IF THE UTILITY IS NOT A SUBSCRIBER OF THE UNDERGROUND LOCATION CENTER ALL NECESSARY RELATED EQUIPMENT, SUPPLIES AND INSTRUMENTS SHALL BE ON SITE. A QUALIFIED LAYOUT ENGINEER, UTILITIES AND SHALL NOT BEGIN EXCAVATION UNTIL ALL KNOWN UNDERGROUND FACILITIES IN THE VICINITY OF FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES THEN THE CONTRACTOR SHALL GIVE NOTICE TO THAT UTILITY. SURVEYOR, OR TECHNICAL SPECIALIST MUST BE ASSIGNED TO THE CONTRACTOR'S CREW FOR THIS WORK. THIS THE PROPOSED WORK HAVE BEEN LOCATED AND MARKED. IF THE UTILITY IS NOT A SUBSCRIBER OF THE AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 9. CONSTRUCT SEDIMENT INTERCEPTOR SWALES AND CHECK DAMS. EQUIPMENT AND PERSONNEL MUST BE AVAILABLE, AT NO ADDITIONAL COST TO OWNER FOR THE PURPOSE OF UNDERGROUND LOCATION CENTER THEN THE CONTRACTOR SHALL GIVE INDIVIDUAL NOTICE TO THAT UTILITY. 4. THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL UTILITY PURVEYOR, AND CITY OR STATE RECORDS RELATIVE TO VERIFYING LAYOUT AND CERTIFYING THE ACCURACY OF WORK ON THE SITE. (WSDOT SEC. 1-07.17 APWA SUPPLEMENT) 5. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN 10. REMOVE UNSUITABLE BEARING MATERIAL AS REQUIRED. THE EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR AVOIDING DAMAGE TO THESE FACILITIES APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, AND SHALL RESTORE ALL UTILITIES AT CONTRACTOR'S OWN EXPENSE. 18. PROVIDE FOR THE PROTECTION OF PERSONS PASSING AROUND OR THROUGH THE AREA OF DEMOLITION. 4. THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS AND EXERCISE SOUND ENGINEERING AND CONSTRUCTION OR RETENTION FACILITIES. 11. GRADE AND PLACE ACCEPTABLE FILL AS REQUIRED AND COMPACT ACCESS DRIVE SUB -GRADE AS INDICATED ON PRACTICES IN CONDUCTING THE WORK. THE CONTRACTOR SHALL PROTECT EXISTING PUBLIC AND PRIVATE THE DRAWINGS. INSTALL STORM CONVEYANCE SYSTEM. DIRECT ALL SURFACE WATER TO THE PROPOSED CATCH 5. VERIFY THAT ALL UTILITY SERVICES TO BE DEMOLISHED HAVE BEEN DISCONNECTED. 19. TRAFFIC: DO NOT OBSTRUCT WALKS OR PUBLIC WAYS WITHOUT THE WRITTEN PERMISSION OF GOVERNING AUTHORITIES UTILITIES FROM DAMAGE DURING CONSTRUCTION. IF EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR 6. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED SOIL AREAS GREATER BASIN. NO UNCONTROLLED SURFACE WATER SHALL BE ALLOWED TO LEAVE THE SITE AT ANY TIME DURING THE AND OF THE OWNER. WHERE ROUTES ARE PERMITTED TO BE CLOSED, PROVIDE ALTERNATE ROUTES IF REQUIRED. SHALL IMMEDIATELY NOTIFY THE OWNER AND THE ENGINEER. THE CONTRACTOR SHALL RESTORE THE UTILITY THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UNWORKED FOR MORE THAN TWELVE (12) HOURS, SHALL BE GRADING OPERATIONS. USE CATCH BASIN SEDIMENT FILTERS TO CAPTURE SEDIMENT PRIOR TO DISCHARGE. 6. ERECT BARRIERS, SHORING AND THE LIKE TO PROTECT PERSONNEL, CONSTRUCTION AND VEGETATION TO REMAIN. TO ITS EXISTING CONDITION. (WSDOT SEC. 1-07.17 APWA SUPPLEMENT). THE CONTRACTOR IS RESPONSIBLE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. COMPLY WITH ALL STATE AND LOCAL AGENCY REQUIREMENTS. 20. COMPLETELY REMOVE ALL GROWTH INCLUDING COMPLETE ROOT SYSTEMS OF SHRUBS, HERBACEOUS WEEDS FOR THE MEANS AND THE METHODS OF CONSTRUCTION FOR DESIGNS SHOWN ON THESE PLANS. 12. INSTALL NEW UTILITIES PER THE DRAWINGS. AND GRASSES 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR 7. DO NOT SHUT OFF OR CAP UTILITIES WITHOUT PRIOR NOTICE. COORDINATE WORK WITH LOCAL UTILITY PURVEYORS. 5. WHERE THE PLANS CALL FOR UTILITIES TO BE RELOCATED BY OTHERS, THE CONTRACTOR SHALL NOTIFY THE A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, A. WET TAPS TO THE CITY OF RENTON WATER SYSTEM SHALL BE MADE BY A CITY APPROVED SUBCONTRACTOR. 21. PROVIDE PROTECTIVE MEASURES TO ENSURE FREE AND SAFE PASSAGE OF PERSONS TO AND FROM OCCUPIED AREAS UTILITY COMPANY AND COORDINATE HIS WORK SO AS TO AVOID CONFLICTS. GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN 8. MAINTAIN VEHICULAR AND PEDESTRIAN TRAFFIC ROUTES: ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, QUESTION. QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH B. THE CITY OF RENTON SHALL INSTALL THE DOMESTIC WATER METERS. SIDEWALKS, AND ADJACENT FACILITIES; DO NOT CLOSE OR OBSTRUCT STREETS, SIDEWALKS, OR PASSAGEWAYS 22. REMOVE COMPLETELY BELOW NEW FOUNDATION SUBGRADE; 6. ALL EXCAVATION, TRENCHING, SUBGRADE PREPARATION, FILL PLACEMENT, AND ALL SOIL WORK IN GENERAL INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION; MAINTAIN FIRE ACCESS ALONG ACCESS ROAD AT ALL SHALL BE CONDUCTED IN COMPLIANCE WITH THE RECOMMENDATIONS OF THE PROJECT SOIL ENGINEER AND THE SEPTEM PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY 13. FINISH GRADE SITE AND CONSTRUCT ASPHALT PAVING AREAS, ACCESS DRIVES SIDEWALKS, CURBS AND GUTTERS. TIMES; MEET ALL APPLICABLE CODES AND ORDINANCES. 23. WITHOUT COST TO THE OWNER AND WITHOUT DELAY, REPAIR ANY DAMAGES CAUSED TO FACILITIES TO REMAIN. CURRENT GEOTECHNICAL ENGINEERING REPORT. THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. 14. COMPLETE STABILIZATION IN ACCORDANCE WITH LANDSCAPE PLANS. 9. PROTECT FROM HARM ANY TREES, OR OTHER OBJECTS SELECTED TO REMAIN. 24. THE CONTRACTOR IS RESPONSIBLE FOR PRESERVING ALL BENCHMARKS AND STAKES AND THE REPLACEMENT OF ANY 7. ENGINEERING DESIGN AND APPROVAL FOR STRUCTURES SUCH AS WALLS AND VAULTS MUST BE PREPARED BY THE 8. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, THAT ARE DISPLACED OR MISSING. APPROPRIATE PROFESSIONAL ENGINEER AND IS NOT A PART OF THESE PLANS. A FENCE, A MINIMUM OF 3 FEET HIGH IS REQUIRED, WITH 3:1 SIDE SLOPES. 15. REMOVE EXCESS EXCAVATED MATERIALS, TRASH DEBRIS, AND WASTE MATERIALS AND DISPOSE OF IN AN 10. DO NOT DAMAGE EXISTING CONSTRUCTION TO REMAIN. AUTHORIZED LOCATION AT NO COST TO THE OWNER. 25. THE REFUSE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF BY THE CONTRACTOR IN A MANNER 8. CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING A PROFESSIONAL LAND SURVEYOR TO REFERENCE EXISTING 9. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24' X 50' X 8" OF 4- TO 6- INCH QUARRY SPALLS 11. RESTORE ANY IMPROVEMENTS DAMAGED BY THIS WORK TO THEIR ORIGINAL CONDITION, AS ACCEPTABLE TO OWNER. CONSISTENT WITH ALL GOVERNMENT REGULATIONS. IN NO CASE SHALL REFUSE MATERIAL BE LEFT ON THE PROJECT MONUMENTS ON OR ADJOINING ESTABLISHED SAID POINTS AT PROJECT COMPLETION. THIS REESTABLISHMENT SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. 16. CLEAN STORM DRAINAGE SYSTEM OF ALL SEDIMENT AND DEBRIS. REPAIR ANY DAMAGE TO ADJACENT STRUCTURES, UTILITIES, SITE, AND WORK OF THIS CONTRACT TO REMAIN AT NO SITE, SHOVED ONTO ABUTTING PRIVATE PROPERTIES, OR BE BURIED IN EMBANKMENTS OR TRENCHES ON THE PROJECT SHALL BE DOCUMENTED BY RECORD OF SURVEY OR SITE PREVIOUS TO DEMOLITION OR CONSTRUCTION AND TO ADDITIONAL COST TO OWNER. SITE. DEBRIS SHALL NOT BE DEPOSITED IN ANY STREAM OR BODY OF WATER, WETLAND, OR IN ANY STREET OR RECORNER RECORD AS DESCRIBED IN WAC. 332-120. 17. REMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN SITE IS COMPLETELY STABILIZED. ALLEY, OR UPON ANY PRIVATE PROPERTY EXCEPT BY WRITTEN CONSENT OF THE PRIVATE PROPERTY OWNER. MAINTAIN HAULING ROUTES CLEAN AND FREE OF ANY DEBRIS RESULTING FROM DEMOLITION WORK ON THIS PROJECT. MITHUN Architects+Designers+Planners Pier 56 12ol Alaskan Way Suite Zoo Seattle, WA 981oi T. 2o6 623.3344 FAx 2o6 623.7005 CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton CIVIL ENGINEER: COUGHLIN PORTER LUNDEEN 217 PINE STREET - SUITE 300 SEATTLE, WA " 10 1 P: 206/343-0460 F. 2061343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION KEYMAP N0, DATE REVISION PARTNER IN CHARGE SCP PROJECT MANAGER JAS PROJECT ARCHITECT SAS PROJECT TEAM MEMBERS CHECK ARCHITECT SEAL 04) p�, cIST � AssjONAL I EXPIRES 01 /23/2004 1 TITLE DEMOLITION PLAN PROJECT 7 02373.00 DATE cm I of; HEI10915- 01-24-03 RECEIVED PROJECT NETWORK PATH u N SHEET NUMBER cloo BID SOP cc OIGHT 0'91=UN ozo MEDIUM BROOM FINISH SELF LEVELING SEALANT TO MATCH PAVEMENT COLOR 1 /4" RADIUS 1 /2" DEEP TOOL JOINT 3/8" FIBER EXPANSION BOARD. FULL DEPTH. HOLD 1/2" BELOW FINISH SURFACE W/REMOVABLE 'J' CAP MIN. 20'-0" O.C. 4" COMPACTED DEPTH 5/8" MINUS CRUSHED ROCK #4 REBAR AT 18" O.C. BOTH WAYS COMPACTED SPECIFIED FILL TERRACE PAVING 1'-0" NEW PAVING TO MATCH EXISTING CUSTOM METAL BENCH TERRACE PAVING STRUCTURAL FILL SEE STRUCTURAL FOR REINFORCING CONTINUOUS CONC. FOOTING TERRACE EDGE 1" = 1'-0" I i 3 I ` EXTENT OF SIDEWALK DEMOLITIONM�ET EX I j OO ; Qi i i fl `C. 1.58 76, F: : • rJT•.} :.•..: is fib+ ''i'. + 38. 62 - 38.56 GRADING -EAST SERVICE/STORAGE 1"=8'-0" GRADING -WEST SERVICE/STORAGE 1 07 = 82-0 " �(�� : ' a2.inrcroucu�ru"�— i nr��eecac��o�oe�naeconr.a� 1i'ISJi-.ilk usJi' �`.• .=. � ""i'i .' WIDE TRENCHDRAIN WITH A,A GRATE 38.56�-- ��1 �EXISTING APf 38.37 38 2 EXISTING ITRE6 TO ' REMAIN AND PROTECTED [LRING NEW 6" WIDE 38., TRENCH DRAIN-3 ': ' �" I I ITH ADA GRATE `." ... - ii ' 38.26 3 .9 N. 38.4 — L — — 38.4fi ::��• . — 37 1.5% w 138.38 R m 2'-2" V-8 1 /2" I N I I I 1'-2» �I N r d-------=---- 4 h ' ' • dLj ,.. -III I d iLd 11°off o°o to o oo�b °offo°o °o °off °orb ° ==1 = q° 1 I ° ° g \%\\i IIIIII-1 I I __ HANDRAIL AT STAIR 1" = 1'-0" 1-1/2" O.D. STEEL TUBE HAND RAIL COMPOSITE LUMBER SEATING NEW PAVING TO MATCH EXISTING CUSTOM METAL BENCH. SURFACE MOUNT TO TERRACE PAVING TERRACE PAVING STRUCTURAL FILL TINUOUS CONC. FOOTING PLANT SCHEDULE BOTANICAL NAME / COMMON NAME SIZE COMMENTS SASA VEITCHII / KUMA BAMBOO 1 GAL. 36" O.C. PLANTING NOTES 1. PLANTING OPERATIONS SHALL BE COMPLETED IN STRICT ACCORDANCE WITH SPECIFICATIONS AND DETAILS. 2. UNDERGROUND UTILITIES SHALL BE LOCATED PRIOR TO START OF WORK. CALL UNDERGROUND SERVICE ALERT. 3. NO PRE -EMERGENT HERBICIDE SHALL BE USED ON THE PROJECT SITE PRIOR TO OR AFTER INSTALLATION OF PLANT MATERIAL OR DURING THE ONE YEAR WARRANTEE PERIOD. 6. CONTRACTOR SHALL SUPPLY PLANTS OF THE SIZE SPECIFIED. IF CONTRACTOR IS UNABLE TO LOCATE PLANT MATERIAL OF THE SIZE SPECIFIED, CONTACT THE LANDSCAPE ARCHITECT FOR INSTRUCTIONS. 7. CONTRACTOR SHALL PLACE PLANT MATERIALS SO THEY DO NOT INTERFERE WITH BIDDER DESIGN IRRIGATION SYSTEM OR INHIBIT REQUIRED COVERAGE. PLANT LOCATIONS MAY BE ADJUSTED AS LONG AS DESIGN INTENT IS NOT COMPROMISED. IF A CONFLICT OCCURS, CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR APPROVAL OF ANY MAJOR MODIFICATIONS. 8. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT 24 HOURS PRIOR TO PLANTING FOR APPROVAL OF PLANT MATERIAL AND LAYOUT. 9. PLANTING AREAS SHALL RECEIVE A 2" LAYER OF 1 /4" WASHED CRUSHED ROCK MULCH, SEE SPECIFICATIONS. 10. CONTRACTOR SHALL GUARANTEE PLANT MATERIAL FOR A PERIOD OF ONE YEAR FOLLOWING END OF 120 DAY MAINTENANCE PERIOD. 11. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE SITE IN A SAFE AND CLEAN CONDITION. 12. THE CONTRACTOR SHALL BE RESPONSIBLE UNDER THIS CONTRACT FOR REPAIRING OR REPLACING, AT HIS OWN EXPENSE, ANY STRUCTURES, WALLS, PLANT MATERIAL, OR TREES DAMAGED OR DESTROYED. LIKEWISE, HE SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING ANY AND ALL DAMAGE ON ADJACENT PROPERTIES OR ANY OTHER AREAS OUTSIDE THE LIMITS OF WORK. THE DAMAGED ITEMS WILL BE RESTORED TO THEIR ORIGINAL CONDITION AND TO THE SATISFACTION OF THE OWNER, 13. PLANTING AREA TO BE IRRIGATED. MITHUN Architects+Designers+Planners Pier 56 12o7 Alaskan Way Suite 200 Seattle, WA 981 of TEL 2o6 623.3344 FAX 206 623.7005 CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton KEWN NO. DATE REMON PARTNER INRW { 0- PROJECT MANAGER SB PROJECT ARCHITECT LR RL,BY,MH PRC—E TTm warms CHECK FB ARCHITECT SEAL R'"MARRISOk T N NO. 536 RF'cS/V D 2 3 ?0 nn.E ONWad LANDSCAPE DETAILS PROJECT NO. 02373.00 DATE 12-20-02 PROJECT NET WORK PATH S:\-2002\0222400\CADD\L SHEET NUMBER PERMIT SET n GRADING -NORTH LOBBY GRADING - EAST E N D 1" = 8'-0" LAYOUT PLAN LANDSCAPE PLAN 1" = 8'-0" COPYRIGHT Q 2002 MITHUN, INC. MITHUN Architects+Designers+Planners Pier 56 i2oi Alaskan Way Suite 200 Seattle, WA 98ioi TEL 2o6 623.3344 FAX 2o6 623.7005 CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton *WAP N& �� REN90N i E PARIM N CHARM RW 'QZ- Pmum MANAGER SB LR PRO= TEAM MFJ6ER5 CHM FB ARCH mT WA 3689 REGISTERED ARsj-II1�CT /' A ' QGE-L. WIWAMS STATE OF WASHINGTON EC�F/ Vory DFC 23 IITLE SITE PLAN PPAWW Na 02373.00 DATE 12-20-02 PROJECT NETWORK PAIN SA................. SM NUMBER Alm 0 PERMIT SET COPYRIGHT 0 2002 WHUN, INC. f 0 C r. O 0 I 101 10 F LO I r N ofN R co I 1 2 3(:4 5 6 7 8 9 10 11 12 i 209'-8" j 14'-4" 20'-0" 20$-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 15'-4" Ile i 1 6 6 13 6 4 6 6 6 6 6 6 1 ��- �E-���-�F=--�� ��-=1E-� ��N -�� ��-=1E-����H -�-� �-� �E-��•�-�H �� �-�- �E-���-�H -�� � ��- �E���-�F_-�� ��=1E-����F=-�-� �-�-=1E-���-�H ........ ................... 3' ................... ......... . IIII 1111 .......... ........ ..................".'. ........ '.'.'.'. .. '.'.'.'.".'. ..'.'.'.'.'.'.'.'.'.". '.".'.' �'TjrT/17! ir%i�7` ........... ........ .. ........ ... .... ... ' ..... ' . ' ..... 'l 111 II L/ III ............. I ....... ... . .. .. ... . irr.i�. .. .................I .................... I .. .......... .......I ................... I ........... .........I .......... ......... I ................... Ili I r/IIII/iii�/iirii�ii,.,r.// .. . ............................. ........... ......... ................... , .................. .................... .. ...... .................. .............. . .. .. . . . ..... ✓� !/� !//iiirii�/iii/./�//. ..... .. ............ ........... ....... ................... ...... ........... . . . . . . . . . . . . . . . . . . . . . . . . . � �7/T/,i ///. . . . . . . . . . . . . . . . . . . . . -. -. . . . . . . . -. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . " . . . . . . . . -. - ' --}� � III ,;,� /ir/iirii/iiy/rr//r,�// IF ` ' r ,�rr���r��%��/��,r%, .............. I.................... .................. ................... .......... . IIII; .. .. .......................................................................................:................................'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.'IIII) I I' ......... ... ..... %''iiiiiiy�iii/rr//rr/ijrrl��' . ................... I' I' I' ... .. ........ I............ ........ I.................... I............. , .I ' C z /1/1/Z:2/2 �Lz 11 c�r�r1� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I .................. ................... ............ IIII ..............IIIII 2.......................................................................................................................... .............'I.................."I....................'I..................'I.......... I I............'I...................'i...................I....................I............. III.,__-., , .........� ............... . .. ............. ..........'.'.'.'.'.'.....;.'.'.'.'.'.'.'.".".".'.'.".'.'.".'.'.'.; ...................; ................... �.� . , ...... ...................'I ... ... , ............ ........... ........ ...........'.'. .'.'.'I .'.'.'.'.'.'.','.''I I............. I� ®j I.... ....... ....... , .......... ... ..........'..'.'.'.'.'.'." .'.'.'. jll III,',.•.•.•.•................................................................................................................................................................................................ ............. III............I..................I....................I................I....................I....................I....................I....................I....................I....................I..............ali i 22 III ............. ................... ..................................................III II .. .............I, II'.'..'.''.'.'.'.'.'.'.'.','.'.'.'.'.".".'.'.' '.'.'.".'.'.'. .. ............. .... ............... .... ... .. .. .... .. ...... . ........ I ....... ............. ...... ............. 11 ............. ........ , .......... ........... ........ .'.'.'.'.'.'.'.'.'.'.'.'..II 2 ..........:�......................................................'.'.'.'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'...'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Jill .. .. ........ I'.. IIIII.......... ................... ................... ................... ................... ................... ................... ................... .......... ................... .............III 6 I�I............. .IIII EDIIII ........... .. .... IIIII .. .. .. .. I.. .. .. .. .. .. . .... . . .. .... .. .. .. I.. .. .. . . .. .. .. .. .. I.. . . . . .. .. .. .. .. .. I.. .. .. .'. I.'.'.'.'.".'.'.".'.'.'.'.'.'.".'.' ... 'I.'.'.'.".'.'.'.'.".'.'.'.'.".'.'.'.'.'.'I....... ".'.'.'.".'.'.'.".".'.'.'.'I I IIIII II.... ._........_................_..................................................................................................... I'. ..'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. '.'.'.' . - II .....'I�j. III ..... . ....... ..'.'.'.'..'.......'.'.'.'.'.'.'..... IIIII it ..............li �IIII........ .....................................................................................................................................................................'I....................'I...............I� III IIII 3. ............... 8 .......... g 2 _12 `...... .... .......... ........ .1.2 , ----- ------ 'F' - - - - - - All rFO 1 6 6 6 I 1 2 9 1 1 2 9 2 1 1 6 1 1 1 I 1 14 1 ATION DEMOLITION PLAN I JCS - = I -V DEMOLITION KEY NOTES: XX = DEMOLITION KEY SYMBOL 1. REMOVE EXISTING CMU OR CONC. INFILL. 2. REMOVE EXISTING CONC. COLUMN. 3. REMOVE EXIST. CONIC. SLAB. 4. PROTECT EXIST'G FTG. @ COLUMN DURING SLAB DEMO. 5. SAW CUT EXIST STEM WALL. SEE 28/A9.1 FOR DIMENSIONS. 6. REMOVE EXISTING GLAZING AND FRAMES. 7. REMOVE EXIST. CONC. WINDOW SILL TRIM PIECE. 8. REMOVE EXISTING DOOR AND FRAME. 9. REMOVE EXISTING OVERHEAD DOOR AND FRAME. 10. REMOVE PLYWOOD PARAPET. 11. REMOVE EXIST. BUILT UP ROOFING. PROTECT EXIST. DECKING AND ALL STRUCTURE BELOW. 12. REMOVE EXIST. ROOF DRAIN. 13. REMOVE EXIST. WOOD MEZZANINE. 14. REMOVE EXIST. SHORING AT COLUMN TO BEAM CONNECTION. REPAIR PER STRUCTURAL. 15. REMOVE EXIST. TRUSS AND RELOCATE. 16. REMOVE EXIST. ROOF ASSEMBLY AND STRUCTURE. 17. REMOVE EXIST. LIGHT FIXTURE AND SUPPORT. 18. REMOVE AND RELOCATE EXIST. ELECTRICAL PANELS AND SERVICE. SEE ELECTRICAL DRAWINGS. 19. REMOVE AND RELOCATE EXIST GAS SUPPLY LINES. 20. REMOVE EXIST. BUILT UP ROOFING & ROOF DECKING, EXIST. PURUNS TO REMAIN. 21. REMOVE EXIST. BUILT UP ROOFING & ROOF DECKING. REMOVE AND SALVAGE PURLINS FOR REUSE AT EAST END OF BUILDING. 22. REMOVE EXIST. TEMPORARY WALL. 23. EXIST. CMU / CONC. INFILL TO REMAIN. 24. REMOVE ALL EXIST. ROOFTOP / MECHANICAL EQUIPMENT NEW CONS 1 R UCTION GENERAL NOTES: TEMPERED SAFETY GLAZING REQUIRED AT: 1. ALL DOORS 2. ALL LOCATIONS WITHIN A 24" ARC OF EITHER EDGE OF A DOOR IN THE CLOSED POSITION & LESS THAN 60" A.F.F. MITHUN Arch itects+Designers+PI an n ers Pier 56 12oi Alaskan Way Suite 200 Seattle, WA 98ioi TEL 2o6 623.3344 FAX 2o6 623.7005 CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton KEYMAP NO. DATE REV" M7NIER PRW M CHA f)" 1 fit/ -O,? PROJECT MANAGER SB PROJECT ARCHITECT LR PROJECT TEAM ME14RS CHECK FB ARCHITECT SEAL 3689 REGISTERED ARC,IIIHI CT R CE L WILLIAMS STATE OF WASHINGTON FEE/�V�D t eu,��� 100? CpiNG p/Iy/S/� TITTE DEMOLITION FLOOR PLAN / FIRST FLOOR PLAN PROJECT NO. 02373.00 DATE 12-20-02 PROJECT NETWORK PATH SA................ SHEET NUMBER A2mO PERMIT SET FIRST FLOOR PLAN 1 /ts . = 7'-u 1 2 3 4 5 6 7 8 9 10 11 12 I I 209'-8" 14' -4" 20' -0" 20'-0" 20' -0" 20' -0" 20' -0" 20' -0" 20' -0" 20' -0" 20' -0" 15'-4" 3'-0" ' " 6'-9 1 2" 2'-4 1 /2" " j " CLR. 3 -9 4" " " i / " 1 -3 " 1 7-10 23-5 1 -2 18-10 10-10 18-2 I ! N n J CD19 20 �, 23 LOW WALL LOW WALL I A9.D A9.0 N `� �-O F. MECH. —-- o —AA66 � 't\_® 6- - — IIIIIIIIIIIlIII((I h ;;IIIjoIIii IIIIIIl I � lI I I 0- j a - 105A 1 - � IIIIIIIIIIIIIi�I�+IIIIIC�II' IIIIIIII � III Drn D — 5 IIlIIIIIIIIIlIIiC,;IiIiIiII lII�I I II � O 1-- 0/ 6 I - IIIIIIIIIIIIII 1 -II;IIIiIi� I II �IIII I I IIII - 1 I�"IIIIIIIIIIIlIIIII ,CI II!iI II IIIII II ►lI II I ca1 _ �I -> I3IIIIIIIIlIIII'!I {IICiC�II II -III I II I III 0" 50A 7 o F-11201 MEZZANINE o 202 203 5 5 5OPEN TO 5 BELOW OPEN TO EXTERIOR I2 MECH. MEZZANINE MECH. MEZZANINEL_ -J 3 5 5A 1 REMOVABLE REMOVABLE I!IO 10A829C-1 FLOOR PANEL FLOOR PANEL CD CI-4 27 '-0 5A _ IlIIIIIIIlIIIIII IIlIIII I III l - A�292 .0 _— ��IIIIIIIIIIIII�III I!.iICII,II II II I I I,II I I --R F - — II II 29 A o 21 26 ® TYP. ZZANINE FLOOR PLAN 74 6 8 9 -0 FD CENTER CENTER NOTE: STAIR 1 AND STAIR 2 5' BELOW " BELOW 5-26 DESIGNED PER OSHA SECTION 6 MIN. PARTITION �-0" 2-11 1/22-11 1/2�-0" PARTITION MIN. �•1 FINISH LEGEND 1910.24 FIXED INDUSTRIAL STAIRS. CLR.I 3-0 3 3 3�-0" CLR. WALL SIM. CONC. CONCRETE ABOVE-7CT CERAMIC TILE RAISED FLOOR SYSTEM WM WALK -OFF MAT SERVICE STORAG( z AN.WEST N103 104 6"1 0o -6_6 I LO WMIRE � A8.0 A8.0 I N M4DRINKING FOUNTAIN co04 aOBBWOMEN 1 m I m M0 105 o 9 1� 1 2" A8.0 FSINIK m1 I %N I UP STAIR 25 UP (D (D 02WM/RFCONC (D (D (D CONC-Sim, -6„ -6„ 3'-0" 3'-1 1/2" RF ' ,n 1, 0" RFI 1" CLR. 09"[ EQ EQ 10EQ EQ CLR. F 3-11 1/2" 3-2" 5T @9 1/2" EA. ') 4T 09 1/2" EA. ENLARGED FLOOR PLANS 191/4=1'-0NOTE: STAIR 1 AND STAIR 2 DESIGNED PER OSHA SECTION LOUVERS 1910.24 - FIXED INDUSTRIAL STAIRS. BEYOND LOW WALL 1 1/2" DIA. STL. 1 1/2" DIA. STL. HANDRAIL - RETURN HANDRAIL - RETURN TO WALL AT EITHER TO WALL AT EITHER 3END END oCLR. oo T.O. MEZZ. T.O. MEZZ. 47'-0 3/4" - - - - - - 47'-0 3/4" LEDGER PER TYP.STRUCT. 28 co 2X12 TREADS, A9,2 2X12 STRINGERS 12" O.C. TYP. 2X12 STRINGERS oO @ 12" O.C.2X12 TREADS, coTYP. N i7 MEC:0 A 297.1 A61 .o i / I� � FINISH FLOOR FINISH FLOOR 37'-10 3/4' 37'-10 3/4" STAIR SECTION STAIR SECTION 2cJ 1 /4" = 1'-0" 26 1 /4�� = 1 -011 ! MITHUN Architects+Designers+Pl an n ers Pier 56 1201 Alaskan Way Suite 200 Seattle, WA 981 o1 TEL 2o6 623.3344 FAX 2o6 623.7005 CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton KEWAP NO. DATE FEW" PARTNER M CHARGE RW IL'ZO'OZ. PROJECT MANAGER SB PROJECT ARCHI7ECT LR PROJECT TEAM MEMBERS CHECK FB ARCHITECT WA 3689 REGISTERED AR� TAT \i' CF j "Toti 3 �Fo "Uk'0//vQ'D/ ?�? 11/.S/0 FEE MEZZ. FLOOR PLAN / ENLARGED PLAN/ STAIR SECTIONS PROJECT NO. 02373.00 DATE 12-20-02 PROJECT NETWORK PATH S:\................. SHEET NUMBER A2ml PERMIT SET COPYRIGHT© 2002 MITHUN, INC. n ME ME 0 I 0 mom E in n2 n3 n44 5 n6 n7 n8 ng 101 102 n no 209'-8" 14'-4" 20'-091 20'-0" 20'-0" 20$-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 15'-4" i I i j N 1 0 N I DEMOLITION ROOF PLAN 1/8° = 1'_O" 10 II II I� I II II j L - I I I I - - - - - II I - - - - - J I I I I ! I I I ' I i i I , I I I I I I I I I I I I I I I I I I I I � I I I I I I I I 10 I I I I I I I i DEMOLITION KEY NOTES: XX = DEMOLITION KEY SYMBOL 1. REMOVE EXISTING CMU OR CONC. INFILL. 2. REMOVE EXISTING CONC. COLUMN. 3. REMOVE EXIST. CONC. SLAB. 4. PROTECT EXIST'G FTG. 0 COLUMN DURING SLAB DEMO. / 5. SAW CUT EXIST STEM WALL. SEE 28/A9.1 FOR DIMENSIONS. 6. REMOVE EXISTING GLAZING AND FRAMES. 7. REMOVE EXIST. CONC. WINDOW SILL TRIM PIECE. z - - �i�i�i�i�i�i 8. REMOVE EXISTING DOOR AND FRAME. 9. REMOVE EXISTING OVERHEAD DOOR AND FRAME. 10. REMOVE PLYWOOD PARAPET. 11. REMOVE EXIST. BUILT UP ROOFING. PROTECT i EXIST. DECKING AND ALL STRUCTURE BELOW. 16 12. REMOVE EXIST. ROOF DRAIN. AREA INDICATES REMOVAL OF ENTIRE 13. REMOVE EXIST. WOOD MEZZANINE. ROOFING SYSTEM INCLUDING ROOF 14, REMOVE EXIST. SHORING AT COLUMN TO BEAM CONNECTION. i STRUCTURE, REPAIR PER STRUCTURAL DECKING, BUILT-UP ROOFING, TYP. 15. REMOVE EXIST. TRUSS AND RELOCATE. 16. REMOVE EXIST. ROOF ASSEMBLY AND STRUCTURE. 17. REMOVE EXIST. LIGHT FIXTURE AND SUPPORT. 18. REMOVE AND RELOCATE EXIST. ELECTRICAL PANELS AND 10 SERVICE. SEE ELECTRICAL DRAWINGS. /i/ 19, REMOVE AND RELOCATE EXIST GAS SUPPLY LINES. 20. REMOVE EXIST. BUILT UP ROOFING & ROOF DECKING. EXIST. PURLINS TO REMAIN. 21. REMOVE EXIST. BUILT UP ROOFING &ROOF DECKING. REMOVE AND SALVAGE PURLINS FOR REUSE AT EAST END OF BUILDING. 22. REMOVE EXIST. TEMPORARY WALL 23. EXIST. CMU / CONC. INFILL TO REMAIN. 24. REMOVE ALL EXIST. ROOFTOP / MECHANICAL EQUIPMENT EXIST. CONC. I ! n I MECH. DRAWINGS ! MTL ROOF I OPENING. EXIST. I I ! FRAME DOMESTIC HOT o f 13 REMAINPURLINS TO 5 4 3 1 1 8 WATER FLUE A9.0 A9.0 A9.0 A9.0 A9.0 TYP I 6 A9.0 A9.0 A9.0 �P TYP, A- - - - -- -I - - ;- ,- - - - - - I ' 16 _ lil �� j y ij I ! ► I I i; I I,� i,l !� i _ A9.0 �___-_� f;�I:tj I ,�( I;I�II ',,1�,;11., ►1 ��, f.II I,,, Ijti�'jfll, I , 1 f I 1 I I ! h I 1 I ? 1 I , I t 1 1 I I 1 1 t i 1 � I t t 1 I S t I I : : i Lri 2 A9.D TYP. ® III;, jllj ) 1►i1 ?il ,tlti►ij, i liill�!I:IIIIIi► ►j i �jII �I It►� i i t i t a 1 I ? I I I i r I i I i I 1 i t i I i f 1 i ! 1 ? 1 I i I 1 I s i i I i I I I I { ;, �- � I, i? I � I 4 i � (► i� �- I� , I t i � �; I I I I I{ i ! i 1- , j i f 11 1 j�! 1! i t I �' 11 I l i `• ' I '� I I I f n i i! I I I I` I! I ! i I I I I I' j I ! i j 1 I I I I ! I I I!► i 1! A6.0 I I I I i 1 1,! 1 1 I I I i{ I l l t l l l i i l l ! I ( j( I I I 1# I I i l I ! I I t 1 !►' i i i t j I I; {'{ A6.0 O N 0 o t� N 1 4 �-O i i i it : i I ! i I , ? I I � ; ! ( I f a I I ! ? i I I } I i I I ? '• I I + ; ! I I 1 i ! ? I 1 I i j i j ( ! I I { I I I i I � I 4 j t I I 15 I i NN 1 , i _ .------ --- I ! I ' I I I I I A9.0 J j I _ j I I ' 1I1 L ! ' I I ' I��11�IIj�I�I �Iil� fi11 I j ►I �: ( III (' 05500 ALUMINUM SUNSCREEN SYSTEM - SEE STRUCT. DRAWINGS FOR SUPPORT. I I I I MITHUN Architects+Designers+Planners Pier 56 1201 Alaskan Way Suite 200 Seattle, WA 98i of TEL 2o6 623.3344 FAX 2o6 623.7005 CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton KEWAP NO. DATE RENSiON PARTNER IN GiMM RW PW17'. Z PRO,EC I NANA(ER PROJECT AR04TECT LR PROJECT TEw MEMBERS CHECK FB AWNTECT SEAL 3689 REGISTERED A C ITECT U E WILLIAMS STATE OF WASHINGTON RFC'ejb a ? 3 2 EO �I40 00? DEMOLITION 'S%nr ROOF PLAN / ROOF PLAN PROJECT NO. 02373.00 DATE 12-20-02 PROJECT NETWORK PATH SA................. SHEET NUMBER A2m2 PERMIT SET COPYRIGHT© 2002 MITHUN, INC. ROOF PLAN mn _ l'.0., 1 2 3 4 5 6 7 8 9 10 11 12 " I , --1II II iI ii Architects+Designers+Planners Pier 56 1201 Alaskan Way Suite 200 Seattle, WA 98ioi TEL 206 623.3344 FAX 2o6 623.7005 CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton KEYUAPLR N0. DATE REN901J PARTNER M CHA RW `��•�,Q�, PROJECT Y SB PRO.ECT ARCHITECT PRO.EtT 1EAM YENBE7t5 CHECK FB ARaxTEcr SEX 3689 REGISTERED R ISIE CTD RUCE L. WILLIAMS STATE OF WAS�HI� Ak �,� T O,y nTIF REFLECTED CEILING PLANS PRO.ECT N0. 02373.00 DATE 1 2-20-02 PRO.ECT NETMIatK PATH sHEIr NUMBER A4mO PERMIT SET COPYRIGHT 0 2002 MffHUN, INC. 1 2 3 4 5 6 7 8 9 10 11 12 T-I-I-TT1-1-rT_ I_I I I I _I_I I 1J_I_LIJ_I_L_L 7-I-I-1-T-I-I-1-_r 7-1-T-T7-1-I-T I II I -I __I_L1J_I_LL I I _I I I -T-I-I-1-T-T-I-r_r -T-f-1-T_T-T_-1-F_T _ I I_I I I I I_I 1J_I_LLJ1 _I__LL I I i 1J_I L1J-1-LL 1J_I_L J_I_LL 1J_1_L -A-1-Li- II r11 L L�=1=LL 1J_I_L -I-LL 18 E IM N E MiDn Effir DEMOLITION ELEVATION -SOUTH 1 /8', = 1'-0" fi m.:livi a.©mm.. rTTrt-i-I I I-T-T77 I I I I_IJ I ll_LL�J_I LL11J LL11-Jd1 7��1©.©l0�©101010.0. ©1l Rill NOTE: HATCHED AREA INDICATES EXTENT OF SAW -CUTTING ON EXIST. STEM WALL, TYP. 7 SOUTH ELEVATION (12) 11 10 9 8 7 6 5 4 3 2 1 ---------------------------------------------------------------------------------------------------------------------- � ----�---L------------------------------------------------------------------� rt-1-I-1-T-7-I-i-T- rt_1-I-1-T1-1-C-T _T-I -I- T-T -I -I-ram -T-1-1-1-T-T-1-rT- -T -1 -1- r T -i -I- rt-1-I-t-Trt-I- _T-1-I-t-T-I-I-C-T- -T-I-I- t- T-t -I-ram rt-I-I-t-Trt-1-t-� -1-_1-T-T-T-_I-_1 T 7-f-_I-_TT-1-_I-_F_T 7-1-_1-_T-T7_-1-_F_T IIIIIIIII 77-_1-_FT-1-_I-_F_T IIIIIIIIT T-1-1-_TT-T-_I-_F_T- IIIIIIIIT 77-_1-_T-T7-_I-_f IIIIIIIII T- 7-1-_1-TT-T_-1-(-T IIIIIIIII 77-_1_-T-T-1_-1-_F_T ----------- 1J_I_L1J_I_L_L IIIIIIIIT ----------- 1J_I-LLJ_1_LL IIIIIIIIT ----------- 1J_I_L1J_i_LL ----------- 1J_I_L1J_I_LL ----------- 1J_I_L1J_I_LL ----------- 1J_I_L 1J_I_L L ----------- 1J_I_L1J_i_LL ----------- 1J_I_LLJ_1_LL IIIIIIIIT ----------- 1J_I_LLJ_I_LL 1 1J_I-L1�_I_L 1J_I L1J_I-LL 1J_I L1.J_I_L1- 1J_I L1-A_I_LL -1 -1 1_L1J_I_LL 1J_I L1-A-I_L_L 1-1_I L1-1_I_LL 1-1_1_L1-1-I LL 1J_I_L1�_I_L — — — — — — — — — — 1J_I — — L1-i_I_LL — — — — — — — 1J_I Ll_i_I_L_L — — — — — — — — — 1J_ — L1—i_I_LL — — — — — — — — 1J 1—Ll—i_I_LL — — — — — — — — — 1J_I — — LL�_I_LL — — — — — — — 1.J_I — — Ll—I_I_LL — — — — — — — 1_1_I—L1J_I— — — — — — — — — —17,72' L — 1J_I_L1�_I — — — — — — — — ILL 5-1 — — t5', 7ZI 7+7A II WAI Y/ 5 1 6 1 7 6- 1 r'l 6 1 7 6 7 6 1 5 1 7 6 1 7 6 5 1 7 6 1 5 7 6 5 5 1 18 DEMOLITION ELEVATION - NORTH 1/811 =11-0° 12 11 10 9 8 7 6 5 4 3 2 1 DEMOLITION KEY NOTES: XX = DEMOLITION KEY SYMBOL 1. REMOVE EXISTING CMU OR CONC. INFILL. 2. REMOVE EXISTING CONC. COLUMN. 3. REMOVE EXIST. CONC. SLAB. 4. PROTECT EXIST'G FTG. ® COLUMN DURING SLAB DEMO. 5. SAW CUT EXIST STEM WALL. SEE 28/A9.1 FOR DIMENSIONS. 6. REMOVE EXISTING GLAZING AND FRAMES. 7. REMOVE EXIST. CONC. WINDOW SILL TRIM PIECE. 8. REMOVE EXISTING DOOR AND FRAME. 9. REMOVE EXISTING OVERHEAD DOOR AND FRAME. 10. REMOVE PLYWOOD PARAPET. 11, REMOVE EXIST. BUILT UP ROOFING. PROTECT EXIST. DECKING AND ALL STRUCTURE BELOW. 12. REMOVE EXIST. ROOF DRAIN. 13. REMOVE EXIST. WOOD MEZZANINE. 14. REMOVE EXIST. SHORING AT COLUMN TO BEAM CONNECTION. REPAIR PER STRUCTURAL. 19, REMOVE EXIST_ TRUSS AND RELOCATE. 16. REMOVE EXIST, ROOF ASSEMBLY AND STRUCTURE. 17. REMOVE EXIST. LIGHT FIXTURE AND SUPPORT. 18. REMOVE AND RELOCATE EXIST. ELECTRICAL PANELS AND SERVICE. SEE ELECTRICAL DRAWINGS. 19. REMOVE AND RELOCATE EXIST GAS SUPPLY LINES. 20. REMOVE EXIST. BUILT UP ROOFING & ROOF DECKING. EXIST. PURLINS TO REMAIN. 21. REMOVE EXIST. BUILT UP ROOFING & ROOF DECKING. REMOVE AND SALVAGE PURLINS FOR REUSE AT EAST END OF BUILDING. 22. REMOVE EXIST. TEMPORARY WALL. 23. EXIST. CMU / CONC. INFILL TO REMAIN. 24. REMOVE ALL EXIST. ROOFTOP / MECHANICAL EQUIPMENT NEW CONSTRUCTION GENERAL NOTES: TEMPERED SAFETY GLAZING REQUIRED AT: 1. ALL DOORS 2. ALL LOCATIONS WITHIN A 24" ARC OF EITHER EDGE OF A DOOR IN THE CLOSED POSITION & LESS THAN 60" A.F.F. MITHUN Arch itects+Designers+Plan ners Pier 56 12oi Alaskan Way Suite 200 Seattle, WA 981oi TEL 2o6 623.3344 FAX 2o6 623.7005 CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton NEMAP NO. DATE RENSON PARTNER Ml CHARGE RW V�. �0 I0Z PROJECT VANAMP SB PROJECT ARCHITECT LR PROJECT TEAM MEMBERS CHECK FE1 ARCHITECT SEAL 3689 REGISTERED ARCH TECT B UCE WILLIAMS ill STATE OF WASHINGTON C�lyOF av J? TITLE DEMOLITION ELEVATIONS / NEW ELEVATIONS PROJECT NO. 02373.00 GATE 12-20-02 PROJECT NETWDRK PATH SA................. i SHEET NUMBER A5mO PERMIT SET J COPYRIGHT 0 2002 MITHUN, INC. NORTH ELEVATION 1 /8', = 1 J-0" A B C D E F r----�------------------------------------- -----I I 1D 1 T7-7f T—T- - - - - - - - - - - - I I I I I -r-T-1 ITT II I rr-1 �-I r- - - - - — - - - - -1 F-T--I i-i-rt-1 I r1- _T-1-I-F-T--1 r77-1-r-T-I I I ETA-1=F_T- r7-1-1-F-T- ii=1=1=i -ir ii-I- F i I I I L1_J-I-i i I -I- F- i 1J—CEL_I C_I_EL r1J_I_E 1�-I- L J L1J-I- L I I I �1�_I-L J L_t_j-I-L_ LJ L1J_I_ J_ I I 11 I LL -J L1J_I_L -� F-- - --1 I I � F--- - 1I I I ■1010■©■010101©1© 0 0� � ■010101©1©■0101� DEMOLITION ELEVATION - WEST 1 /8" = 1'-0" A B 08900 STOREFRONT SYSTEM BELOW STEEL CHANNEL I� GL-1 AT ALL PAN ELS W/O HATCH PATTERN WEST ELEVATION 1/81, = 11-01, F E D C B A i 11 -- _-- ---�----------------------------------- ---� 10 1 fl A I II r---------7 II L----------------i L------- II I---I----1 F---I---1 I I �--I---► E---I---a II r --I-, -J L--1-_� I----- - ---1 L -117 -I _J L_-1 -� MMENFe'IMNIMIUIHo I ER DEMOLITION ELEVATION - EAST 1/8" = 1'-0" D UE F UF E i 08900 CURTAIN I SIGN j WALL SYSTEM 1 SEPARATE PERMIT I ABOVE STEEL CHANNEL—, �■®�©■010�0 ©I©■0�0■� UD 08900 STOREFRONT SYSTEM BELOW STEEL CHANNEL I GL-1 AT ALL PANELS W/O HATCH PATTERN EXIST. CONC. � CONC. SG SG SG SGE"SSG; SG SG S SG FRAME � FRAME SG SG SG SG SG SG SG SG S6SG SG SG_ 5 SG SG SG SG SG SG SG 17 05120 STRUCTURAL BRACE �9.0 AT EXIST. CONC. FRAME, SEE STRUCTURAL DRAWINGS, nP. r,,�EgST ELEVATION 1 /8" = T-O" C UB A 108900 CURTAIN WALL SYSTEM ABOVE STEEL CHANNELS j cV I J CD METAL WALL i ASSEMBLY C--Dj DEMOLITION KEY NOTES: XX = DEMOLITION KEY SYMBOL 1. REMOVE EXISTING CMU OR CONC. INFILL. 2. REMOVE EXISTING CONC. COLUMN. 3. REMOVE EXIST. CONC. SLAB. 4. PROTECT EXIST'G FTG. 0 COLUMN DURING SLAB DEMO. 5. SAW CUT EXIST STEM WALL. SEE 28/A9.1 FOR DIMENSIONS. 6. REMOVE EXISTING GLAZING AND FRAMES. 7. REMOVE EXIST. CONC. WINDOW SILL TRIM PIECE, 8. REMOVE EXISTING DOOR AND FRAME. 9. REMOVE EXISTING OVERHEAD DOOR AND FRAME. 10. REMOVE PLYWOOD PARAPET. 11. REMOVE EXIST. BUILT UP ROOFING. PROTECT EXIST. DECKING AND ALL STRUCTURE BELOW. 12. REMOVE EXIST. ROOF DRAIN. 13. REMOVE EXIST. WOOD MEZZANINE. 14. REMOVE EXIST. SHORING AT COLUMN TO BEAM CONNECTION. REPAIR PER STRUCTURAL. 15. REMOVE EXIST. TRUSS AND RELOCATE. 16. REMOVE EXIST. ROOF ASSEMBLY AND STRUCTURE. 17. REMOVE EXIST. LIGHT FIXTURE AND SUPPORT. 18. REMOVE AND RELOCATE EXIST. ELECTRICAL PANELS AND SERVICE. SEE ELECTRICAL DRAWINGS. 19, REMOVE AND RELOCATE EXIST GAS SUPPLY LINES. 20. REMOVE EXIST. BUILT UP ROOFING & ROOF DECKING. EXIST. PURLINS TO REMAIN. 21. REMOVE EXIST. BUILT UP ROOFING & ROOF DECKING, REMOVE AND SALVAGE PURLINS FOR REUSE AT EAST END OF BUILDING. 22. REMOVE EXIST. TEMPORARY WALL. 23. EXIST. CMU / CONC. INFILL TO REMAIN. 24. REMOVE ALL EXIST. ROOFTOP / MECHANICAL EQUIPMENT NEW CONSTRUCTION GENERAL NOTES: TEMPERED SAFETY GLAZING REQUIRED AT: 1. ALL DOORS 2. ALL LOCATIONS WITHIN A 24" ARC OF EITHER EDGE OF A DOOR IN THE CLOSED POSITION & LESS THAN 60" A.F.F. MITHUN Architects+Designers+Planners Pier 56 12o7 Alaskan Way Suite 200 Seattle, WA 981m TEL 2o6 623.334-4 FAx 2o6 623.7005 CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton NO. DATE RElA90N PMTNS IN CHA RW PMMWr MANAGER SB PROJECT ARWIECT LR PRaECT TEW MENAW?S GHECK FB ARCHTECT SM 3689 REGISTERED ARCM j,ECT 7ITCH L WILDAMS STATE OF WASHINGTON �ECF�FVo� FD e 0�C 2 3 2002 ( jt'gj/vG D/ y/sl ok nn.E DEMOLITION ELEVATIONS / NEW ELEVATIONS PRQECT NO. 02373.00 DATE 12-20-02 PROD= NETWORK PATH SA................ SHEET NUMM A5ml PERMIT SET MITHUN Architects+Des i gners+Pl an n ers 1 2 3 4 5 6 7 8 9 10 11 12 i 27 18 - � 29 A6.3 A9.0 .............. ............... ............. ........... I ... . ............ I I .... .............. ............ .............. ............. . 4= T.O. M EZZ. 47'-0 3/4" FINISH FLOOR elk 37'-10 3/4" �-- ----1 ' 09260GWEI L----� PANEL, TYP. 1 LONGITUDINAL BUILDING SECTION 1 /8" = V-0" �i 11 I ! j I i i I. I� 29 27 i � i I A6.1 A6.1 A6.2 r, T.O. MEZZ. I I I I T.Q. MEZZ. 47' -0 3/4" I I I 147' -0 3/4" OL FINISH FLOOR I I I FINISH FLOOR I _ 37- 10 3/4 I I 37'-10 3/4" TRANSVERSE BUILDING SECTION 7 v-0" Pier 56 1201 Alaskan Way Suite 200 Seattle, WA 981 of TEL 2o6 623.3344 FAX 2o6 623.7005 CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton KEWAP NO. DATE FEW" PARTNER W CHAF-D,� f RW/} 6 ✓� i'_�O'02 PROJECT MANAGER SB PROJECT ARCMTECT LR 91 AWFECT SIM 3689 REGISTERED ARC�CT BRUCE L. WILLIAMS _STATE OF WASHINGTON Rc,Ty F CF�FNI°� nTLE BUILDING SEC% PROJECT NO. 02373.00 12-20-02 PROJECT NETMORK PATH SA................ SHEET NUMBER A6mO PERMIT SET COPYRIGHT* 2002 MITHUN, INC. MITHUN Architects+Designers+Plan ners TYPICAL METAL ROOF ASSEMBLY: 07610 SHEET MTL ROOF o/ 6" (R-30 MIN.) RIGID INSUL o/ UNDERLAYMENT o/ 06100 ROOF SHEATHING PER STRUCT, SAND BLASTED EXIST. WD. DECKING & STRUCTURE. NOTE: NO SAND BLASTING AT MECH. ROOMS, TYP. EXTERIOR WALL ASSEMBLY — 1 HOUR WALL: 07412 MTL FASCIA o/ 05400 BLDG. PAPER o/ 05400 5/8" TYPE Y EXTERIOR GWB SHEATING o/ 06100 SHEATHING PER STRUCT. o/ 06100 2X6 WD. STUDS PER STRUCT. w/ 07210 R-19 BLANKET INSUL. o/ 06100 WALL SHEATHING PER STRUCT. o/ 09260 5/8" TYPE Y GWB 09260 5/8" GWB o/ 1" 07210 RIGID WALL INSUL. o/ EXIST. CONC. BEAM @ MECH. ROOMS 10210 LOUVER TYPICAL FLOOR / CEILING ASSEMBLY: 03300 CONC. PER STRUCTURAL DRAWINGS o/ 05300 STEEL DECK o/ 05120 STEEL STRUCTURE PER STRUCTURAL DRAWINGS, TYP. w/ 07210 R-30 BATT INSUL. o/ 09260 GWB CEILING ON RESLILIENT CHANNELS AND WIRE HANGERS ODD PANEL AT TOP, TYP. ALIGN FULL PANEL W/ DOOR HEAD - SEE ELEVATIONS. T.O. MEZZ. 47'-0 3/4" MECHANICAL SOFFIT AND LIGHT VALANCE TYPICAL METAL WALL ASSEMBLY - 1 HOUR WALL: 07412 METAL WALL PANELS o/ 05400 BLDG. PAPER o/ 05400 5/8" TYPE Y' EXTERIOR GWB SHEATING o/ 05400 6" MTL. STUDS w/ 07210 R-19 BLANKET INSUL o/ 09260 5/8" TYPE Y GWB SEE PLAN FOR WALL TYPE 03300 CONC SLAB ON GRADE PER STRUCTURAL o/ VAPOR BARRIER o/ 02712 GRAVEL COURSE PARTIAL PANEL IN SOME LOCATIONS, TYP. 03300 VAPOR RETARDER FINISH FLOOR - 37'-10 3/4" 07210 R-5 RIGID FLR. / WALL INSULATION EXTEND 24" BELOW SLAB OR TO T.O. FTG., EXIST. CONC. STEM WALL AND FOOTING — 07162 CRYSTALLINE WATERPROOFING, TYP. I N N ON @ EXIST AND NEW S CONC. STEM WALLS — WALL SECTION 3/4" = 1'-0" 10210 PRE -MANUFACTURED METAL LOUVER AND FRAME ASSEMBLY 10210 ALUM. ANGLE BEYOND BY LOUVER MFR. 07920 BACKER ROD & SEALANT AT 1/4" JT (HEAD, SILL & JAMB), PROVIDE CONT. SUPPORT FOR BACKER ROD, TYP. d SEE PLAN FOR WALL TYPE a, CO) x i N — 5 1 /2" _ 3,-7" - e _ I - I _ 40'-6 3/4" B.O. DOUHLE LAYER GWI3 SEE INTERIOR ELEVATIONS & BUILDING SECTION 10270 RAISED FLOOR ►� - -- SYSTEM o/ 03300 CONC. SLAB ON I- -' GRADE o/ ° Qa d - 03300 VAPOR BARRIER o/ 17=77 1( 1 11 _ 02712 GRAVEL COURSE _ d =1 I - - - - - - - - - - - - - - - - - - - - - - - d -T- i `-r 7 ,'_ _ ._ Il-rl .-rl.-'TIT-rig-rl.._ril=rl�r-rli—rll I� rl� rl� r11 r � I rl -�T TI TIT T T l — 1 — — — — — — — — — — - - — — — — — _ — — — — = 1011M I El I 1=1 I El I El I El I 1=1 I 1=1 I I I—i I I —III —III —III —I I I_I I IM I I —III I = _ _ _ _ _ _ _ d - — 1=151 _ __ __ I —I I I —I 11=1 I I —I I I —I I I_I , I 1 I 1 I I I I I 1 I I I I I I I 11 I I I I I I I I r III— �- III_II II __________________ -._I I IS 101 I-1 11=1 11—I I I —I I I —I 11=1 I I —I 11=1 11=1 11=1 11=1 11=1 11=1 11—I I I —I I I-1 I I —I I '=1 i -1 I I-1 I I-1 11=1155 1 M I I-1 I it I -1 I I-1 11=1 I M I i-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 11—. Y' 4 ill—�11 , ICI I � _ —I— — -- — — — — — — — — = — — — — — — — — — -- -1 I-1 I I—i I I —III —III —III_► I I —I I i_III_i I I-1 I i_III-1 I i—III—I I i—III—I i I —III —I I I_I I I —III —III —III —III -- — _——_—_—_—� —_—_——_—_—_=1 I =1 I I=1 I =1 =1 i t=1 I =1 =11=1 =11= = I I=111=1 I I-i i I � I ►_� I i-� I f=1 I i-� I i i I i- __ III I —I I!=I 11=1 11=1 I IM I I- I IM 11=1 I it I El I IM I I=1 11=1 I M I 1=11 MI 11=11 El I IM 11=1 11=1 i t=1 I I—{ I ICI i t=1 I I=1 I I=1 11=�1 I I=1 I I=1 I I=i 11=111=1 11: d d - - - _ - - - - _ _ _ _ = - - - _ _ _ _ - - =1I=1ll =�=771I-I1=1II-1II-1II-111- :III a I I Ili III III —I i l III III III I I I_I I 1—I I I_I I I —III III III III I I I_I I I_I I I_I I I_I I I III Ili 111 — I11 L I _ _ _ — . =1 1I I I=I I I=I I I=I I I=1I I 11I1=1I1=1II—III_III—III1I1=1II—III—II1=1II—IlT ITS IIII i III—i I I —I i I—III—IIIIII III I III I I I I III _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ , _ _ i i I-1 I I-1 I-1 11- 11-1 I I-1 I I-1 M I- I I-1-11=1 11= I I_I 1=) 11= i Ed 1=1 I I_I I —I 11_ I I-1 I I —I I I_ 11_1 I I_I —1 I I_I _I I I —I I I-1 I _1 I— =1 I° 1 I EEI 11=1 11=1110 1 B I 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I IM 11=1 11=1 11=1 I II 11=1 I II 11=1 11=1 I IM I El 11=1 I MI I S 11=1 I IEI I II 151 M I I: Llr� 11-I II -I II-111=I I I=111=111-I I I -I I I -I I I -I I I-111=I I I=111-I I I -I I MI I-111=111=I I I-111=I I I=I I I -I I I=I I I-111=111=1 I M I I-111-111-111-11 I= I I_I I I_III_III=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 i t=1 I I=1 I►=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 i t=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I• NOTE: SEE 27/A6.1 FOR TYP. WALL SECTION NOTES AND DIMENSIONS 10705 ALUM SUNSCREEN SYSTEM — SEE STRUCT. DRAWINGS FOR SUPPORT. ATTACH FINS W/ ALUM CLIPS PER MFR. 09260 5/8" GWB o/ 09260 6" MTL. STUDS o/ 07210 BLANKET INSUL. (07210 RIGID BELOW EXIST. CONC. BEAM) o/ EXIST. CONC. BEAM EXIST. CONC. FRAME 08415 ALUMINUM STOREFRONT SYSTEM w/ 08800 GL-2 OB415 CENTER GLAZED ALUMINUM STOREFRONT SYSTEM 06150 3X6 WOOD DECKING T.O. STL. CHANNEL �. T.O. STL. CHANNEL 48' —2 3/4" 48' —2 3/4" 05120 PAINTED STL. CHANNEL 05120 PAINTED STL CHANNEL P PER STRUCT. PER STRUCT. 05120 PAINTED STL. OUTRIGGERS, 3 PER BAY 07210 1" RIGID INSUL. o/ SPACED EQUALLY, TYP. 06400 MDF WOOD TRIM 07412 MTL ENCLOSURE o/ 05400 6" MTL. STUDS w/ 07210 R-19 BAIT INSUL. o/ 06400 MDF WOOD TRIM 07620 DOWNSPOUT 07620 DOWNSPOUT EXIST CONC. FRAME BEYOND EXIST CONC. FRAME BEYOND 08415 ALUMINUM STOREFRONT SYSTEM w/ 08800 GL-1, SEE ELEVATIONS FOR LOCATION OF SAFETY GLAZING 08415 CENTER GLAZED ALUMINUM STOREFRONT SYSTEM. SEE ELEVATIONS FOR LOCATION OF SAFETY GLAZING A9 1 I03300 SLAB ON GRADE OPP. HAND , 06400 MDF BASE o/ 1 /2" 06100 PLYWOOD SHEATHING o/ i 09260 3-5/8" STL. STUDS w/ 06400 MDF BASE o/ � -- 07210 BATT INSULATION o/ — R-5 RIGID INSULATION o/ �� I I �♦ EXIST. CONC. STEM WALL AND FOOTING. 1 41 EXIST. CONC. STEM WALL AND FOOTING. SAW CUT TO NEW HEIGHT PER ELEVATIONS SAW CUT TO NEW HEIGHT PER ELEVATIONS FINISH FLOOR FINISH FLOOR c 37'-10 3/4" 37'-10 3/4" - -- _ I _ I —III —III —III I I I I I _III_III—III II - - — I III II I I II I I II - — _ —I _ —III—III—III_III—III I III III III_I.I—III II III III I I I_I I I —III I I —III —III —III III_III_III—III—III_III—III—III_III—III—III—III_III- I � 1=T111 I �1=—III—III—i I I —III —III —I I {—III—III_ — I ° d — — I I_I I I_I I I —III i I I_I I I—III—III-1 I I_� I I_I I i—II I 11 — — — — I —I I —III—I I i_I _ ! I I I_I I I_I I I III I l i III � , _ -°— _ I _ _ _ _ _ _ — _ _ _ , - - _°_ _ III_III_III_III—I I I_I i I —III —I I I_I I I_I I MI i , — III. -1 I i_i I I—► i I I i — — T__ _ _ _ _ _ _ _ _ _ - -— I I I_i I i—I ! I—III—i I IIII—III—I I I_I I I —I i I—III_——II--I--II----I—I—I- --I —I—I --II—Il--lI--------- - i I_I I I_! I I_I I I—i I I—i I I —I i t—I 11_i I I_I l i-1 I I_ -1 I -1 I -1 I III-1 • I {-1 I I-1 I 1=1 I UI I I-1 I I-1 I I-1 I I-1 I I- I I-1 11- -_ d = — _ = _ _ _ _ _ _ III I I I I I III d.I=- I I I_I 11=1 I I —III —III — I I I_I I I —III —III —III- — _ _ = d d _ , _ _ _ _ = i- I- —I I MI I I d d e I I_I I I —III —I I i—III—III—I I 1=111-1 I I —III_ —I I I —I I— I Imo— 1 1_I 1_ I 11=1 I _I I I I I I I I_I 11=1 I I I I -- --- ---- - — — —� — — — — — — — — ' .III —III —I I a III_III—I I i—III—I I i—i I I —III —I I i_I I I I- I—, I ,-I , ,—, I ,_, , ,—, , I—, , I —I , ,—III—, , ,—I , ,—, I ,—, I ,—III—, I I —I , ,—, I I—� • :III_.III—I i I—III_III—I I I_I I i—III—III—III—III—III_ I WALL SECTION TERNATE NO. 1 WALL SECTION 3/4" = V-0" k,,,�3/4° = V-01 Pier 56 12oi Alaskan Way Suite 200 Seattle, WA 981oi TEL 2o6 623.3344 FAX 2o6 623.7005 CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton KEWXF NO. 0A7 REVISION PARTNER IN CHARGE RW PEX—M MANAGER SB PROJECT ARCHITECT LR PROJECT TEAM IIENEIMS CHECK FB ARCHITECT 9FA 3689 REGISTERED �,RC ITECT BRUC WILLIAMS L STATE OF WASHINGTON TITLE WALL SECTIONS PROTECT NO. 02373.00 DATE 01-28-03 PROTECT NETNORK PATH CITY OF RENTON RECEIVED S:\................. JAN 2 8 2003 SHEET NWEIER BUILDING DIVISION A6ml BID SET COPYRIGHT © 2003 MITHUN, INC. MITHUN Architects+Designers+Pl an n ers NOTE: SEE 27/A6.1 FOR TYP. WALL SECTION NOTES AND DIMENSIONS I 07620 DOWNSPOUT ROUTE TO SPLASHBLOCK BELOW I I I FC-1 j TYP. @ MECH. WELL MP-2 TYP. ® MECH. WELL 07412 MTL, WALL PANEL BEYOND (MP-2) 07552 SBS ROOFING ASSEMBLY 07210 R-19 TAPERED RIGID INSUL. T.O. MEZZ. 47'-0 3/4 05120 STEEL STRUCTURE BEYOND PER STRUCTURAL DRAWINGS, TYP. - - 09260 5/8' GWB o/ 07210 1" RIGID INSUL. o/ EXIST. CONC. STEM WALL - III, FINISH FLOOR I I-III-L 37'-10 3/4" WALL SECTION SEE PLAN FOR - 05521 1 1/2" DIA. STEEL HANDRAIL - - BEYOND STORAGE - - SERVIC EAST 108 - l G � d i - _ I - II I I I I I I i - L . - -111— i-III-11 i-1 I=I I I-1 I -1-I .4 =1 I I-1 I I-1 I I i-= -= --- i I-1 I I-1 I I -Fit" 1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I =1 = =1 11=1 I I-1 11=1 I 5E1 11=1 11=1 11=1 I I-1 I I-1 I M I 1=1 11=1 I I-1 I I-1 I MI 11=115111=1 -III—III—III—III III -I I I —I I I—i 11=1 11=1 11=1 11=1 11=1 I I —I I I —I 11=1 11=1 I I I —I 11—I I I-1 11=1 I I —I I I I11=1 I El 1011=1 I=1 11=11 I —I 11=1 11=1 11=1 11=1 I M 11=1 11=1 11=1 I Ed 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 1 1= __ -III—III—III—i I I I I I —I I I —I I I —I 11=1 11=1 I I —I 11=1 11=1 I I —I I MI I —I I I-1 11=1 I MI I —I 11=1 11—I 11=1 I I —I I MI M11=1 I I I IEEI 10 11-111--1 � _1=1 I I-1 I 1=1 I I-1 I I=1 11=1 I I-1 I G1 I I-1 I I-1 I I-1 I El I I-1 I I-1 I 5d I I-1 I I-1 I I-1 I I-1 I I-1 11=1 11=1 I I I I r� I -I 1 MI I I —I I I I —I 11=1 11=1 I I —I 11=11 I —I 1511 I —I I I-1 11=1 11=1 I MI I I-1 I I —I I I —I I I —I I I —I I I —I I I —I 11—I 11= 1 I I —III —I I —I 1 I —I I I —I I I —I I —III—I 11111 111111 I I I I I 11111 � 11111 111111 I I i111 111111 111111 I I I 111 I I 1511 II I I 11111 111111 1111111 11111 11115115111 I I I I I I I I I I I I I I I I I I I I 111111 11111 I I I I I I 11111 111111 I II� I1 I1 I�I II—III=III=1 � --_ ________— I I �I �_I 1I1 1II I —III —III —I I d III —III —III —III —I I I-111—I I I —III —III —III —I I I —I 11-111=111—I i l—III—I i l—III—III—III=III—III—I I I—III—III—III—III—III—III=11 - III —III —III �=—___—__________�_—_�_—_—_____—__=_______=___ :Q I EI 11=1 11=1 I I —I 11=1 11=1 11=1 I I —I I I —I I I —I I I —I I El 111=1 I I —I I I —III —I I I —I 11=I I I —III —I I I —I I I d I 1=I I I —I I I —I I I —I 11=1 11=1 I I— III- 11, 111 111-111-111, 111, 111 ., 11, 111-11 I-1 11-1 I I-1 I I I I i I I 1-1 I I-1 11-1 I I-1 I I-1 I I-1 I I, I i I-1 11-111-1 I I-1 I i-1 I I-111 I I 1-1 15000 BOILER FLUE - SEE ELEVATIONS FOR HEIGHT REQUIREMENTS TYPICAL METAL ROOF ASSEMBLY WALL SECTION 3/4" = 1 -0" Pier 56 1201 Alaskan Way Suite 200 Seattle, WA 98i of TEL 2o6 623.334-4 FAX 2o6 623.7005 CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton KEYMAP NC DATE REW90N PARTNER IN CHARGE RW PROJECT MANAGER SB PROJECT ARCHITECT LR PRQECT TEAM MaIEER.. CHECK FB FRl►iMMO 3689 REGISTERED ",>„ ARCHITECT STATE OF WASHINGTON TITLE WALL SECTIONS PRa� No 02373.00 DATE 01-28-03 PROJECT NETWORK PATH S:1................. CITY OF RENTON RECEIVED SHEET "139? JAN 2 8 2GG3 A6m2 BUILDING DIVISION BID SET COPYRIGHT© 2003 MITHUN, INC. MITHUN Architects+ Designers+ P l an n e rs TYPICAL METAL ROOF ASSEMBLY NOTE: SEE 27/A6.1 & 29/A6.2 FOR 1YP. WALL SECTION NOTES AND DIMENSIONS TYPICAL EXTERIOR WALL ASSEMBLY - 1 HOUR WALL 08900 CURTAINWALL W/ 08800 GLAZING PAINTED EXIST. CONC. FRAME 09260 GWB FURRING o/ EXIST. CONC. FRAME BEYOND TYPICAL METAL WALL ASSEMBLY — 1 HOUR WALL TYPICAL ROOF ASSEMBLY a w Lj O, T.O. MEZZ, _ _ - ----------------- - - --- 47' —0 3/4" 05120 PAINTED STEEL CHANNEL AND TUBE STEEL SUPPORT SYSTEM PER STRUCT. DRAWINGS 08415 ALUMINUM STOREFRONT SYSTEM w/ 08800 CLEAR GLAZING. SEE ELEVATIONS FOR LOCATION OF SAFETY GLAZING 03300 CONC SLAB AND FOOTING PER STRUCT. 06400 MDF TRIM BOLT TO STL. ANGLES 1 i 09260 GWB WALL BEYOND 09260 MTL REGLET 06400 MDF BASE -I STOREFRONT SILL HEIGHT TO MATCH STOREFRONT SILL HEIGHT ON SOUTH BLDG. FACE, TYP. FINISH FLOOR a. Fj 37'-10 3/4n -. _ - -_- -1 -1 I I-1 I I-1 I M I I-1 I I-1 11=1 11-1 I I-1 I I-1 I I=1 I I-1 I I =1 I I—III=1 I I=1 11=1 11=1 11=1► I-1 11=1 i 1=1 11=1 11=1 I I I I- --- -_ � � a a ° Ei I 5E1 11=1 I I-1 11=1 I!=I I IEEI1=1 ! f I I 1=1 I I; I I I-1 I � I I! I 1-1 11=1 11-1 11-1 I I=i I I 11=1 I i-1 I iHd I I_I I I,! I I, I 11_1 I -1 I S i i-I i i-1 i I-! I i-1 ! S I iEi i I-► I I-1 I !-III=1II! � I i I- I ° I_III—III_III—III—III—I I I_I I I —I I I_I I I_I I I —I I !_III —I ;_i I I_I �►—III—I i ►_I i I_I i I_i I i_I ► i_I i I_I i I_� --T I I-1 I I=1 I I-1 I I-1 I I-1 I I-1 I 5d I MI I-1 I I-1 11= I-1 I I-1 11=1 I I-1 I I-1 I I-1 I I-1 I i-1 I I I I=1 I I-1 I In I I-1 I - - - - 11 I-1 11=1 I I-1 11=1 I I-1 I !-! I I-1 11=1 I I-1 11=1 I I-1 =1 I I=! 11=1 I I=1 I S 11=1 11=1 11=1 I II I I=1 I I=1 I M I I EI 11=1III=III=III=III=III= _I —III —III—! I I —I ! I —I !!—I I I —I I I 11=1 I IEEi I IEE EEI 11=1 I I — III I 11=1 11—I I I —I I I-1 I I —I I I --I 151 I-1 I I —I I I —I 11=1 I I —I 11=1 11=1 11=1 I I —I 11=1 I I 11=1 I I —I I I —_I Pier 56 12ol Alaskan Way Suite 200 Seattle, WA 98ioi TEL 2o6 623.3344 FAX 2o6 623.7005 CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton KMAP NC. DATE NEW" PARTNER IN CNARGE RW PR0ECT MANAGER SB PRQECT ARCHITECT LR PRGECT WAM MEMBEK CHECK FB ARCHITECT SEAS 3689 REGISTERED ARCTECT 3RUCE L WILLIAMS STATE OF WASHINGTON nia WALL SECTIONS PRO= NO. 02373.00 DAIS CITY OF NENTON 01-28-03 RECEIVED PROJECT NETMgRK PATH S:\................. JAN 8 2003 BUILDING DIVISION SHEET NUMBER A6m3 BID SET COPYRIGHT © 2003 MITHUN, INC. DOOR & FRAME SCHEDULE GENERAL NOTES: 1 ALL DOORS 1-3/4" THICK UNLESS NOTED OR SPECIFIED OTHERWISE. 2 REFER TO REFLECTED CEILING PLANS, MECH & ELEC DRAWINGS, & SPECIFICATION DIVISION 8 FOR ACCESS DOORS. 3 REFER TO "FINISH SCHEDULE" & DIVISION 9 SECTION "PAINTING' FOR COLORS & FINISH SYSTEMS. 4 REFER TO 'DOOR TYPES" & "FRAME TYPES" BELOW FOR ELEVATIONS. 5 PROVIDE SAFETY GLAZING WHERE REQUIRED PER U.B.C. SECTION 2406. 6 GLAZING CODE: TIG = TEMPERED INSULATED GLAZING; IG = INSULATED GLAZING; LVR = LOUVER; 7 WIRE = WIRE GLASS; SG = SAFETY GLAZING; TG = TEMPERED GLAZING 8 ABBREVIATIONS: WD = WOOD, HM = HOLLOW METAL, STL = STEEL, GL = GLASS; AL = ALUMINUM, EX = EXISTING 9 DOORS WITHIN THE ACCESSIBLE PATH REQUIRE A < 5 LB EFFORT TO OPEN FOR INTERIOR DOORS, < 8.5 LBS FOR EXTERIOR DOORS, & < 15 LBS FOR FIRE -RATED DOORS. KEY NOTES: 1 ACCESSIBLE ENTRY - CONTROL BUTTON DEVICE INTERIOR & EXTERIOR - ELECTRICAL CONNECTION. 2 INSULATED CORE EXTERIOR DOOR. 3 DOOR IN STOREFRONT SYSTEM - SEE ELEVATIONS FOR FRAME INFORMATION - HEAD & JAMB DETAIL MANUF STANDARD. L J 0� kee ,� �v �� `� y FIRST FLOOR NO. DOOR LEAF FRAME FIRE RAT'G HARDWARE DETAILS NOTES (numbers refer to notes above SIZE W x H TYPE MAT'L FIN. UTE TYPE MAIL FIN. RECITE GRP PANIC CLOSER HEAD JAMB THRESH. 101A PR 3'-O'x8'-O' A AL MFR. TIG - AL MFR. TIG - 1 X X - - 19 A9.1 3 101 B PR 3'-0"xB'-0' A AL MFR. TIG - AL MFR. 11G - 1 X X - - 19 A9.1 3 101 C 17'4'x9'-2" C AL MFR. TIG - ST GALV - - 5 - - 14 A9.2 20 A9.2 - OVHD SECTIONAL DR 101 D PR 3'-O"xB'-O' A AL MFR. TIG - AL MFR. TIG - 1 X X - - 19/A9.1 3 101E PR 3'-O"x8'-0' A AL MFR, TIG - AL MFR. T1G - 1 X X - - 19/A9.1 3 101 F 3'-0"xB'-0' A AL MFR. TIG - AL MFR. TIG - 3 X X - - 19/A9.1 3 101 G 11'-4"x9'-2" D AL MFR. TIG - ST GALV - - 5 SIM - - 8/A9.1 14/A9.1 19/A9.1 SIIjUVHD SECTIONAL DR 101 H 17'-11 "x9'-2' E AL MFR. - - ST GALV - - 5 SIM - - B/A9.1 14/A9.1 19/A9.1 SIIIUVHD SECTIONAL DR 11'-4'x9'-2" D AL MFR. TIG - ST GALV - - 5 SIM - - 8/A9.1 14/A9.1 19/A9.1 Sill OVHD SECTIONAL DR 14nn1011 101J 3'-0"xB'-O" A AL MFR. TIG - AL MFR. TIG - 4 X X - - 19/A9.1 1, 3 101 K 3'-0'xB'-0" A AL MFR. TIG - AL MFR. TIG - 3 X X - - 19 A9.1 3 I uz n" n" 3 -u x8 -� n B , nM n r- - A r+ nM n r- - - 6 - X 1 /A9.1 7/A9.1 I3 A9. i 2 103A PR 3'-0 x7 -O' B HM P- - A HM P- - 1 HR. 7 - X ".1 2 A9.1 - 103B PR 4'-D x7'-4" B HM P- - A HM P- - - 8 - X 1 A9.1 7/A9.1 13 A9.1 2 103C 3'-0'x7'-O" B HM P- - A HM P- - 1 HR. 9 - X 2 A9.1 2 A9.1 - 104 3'-0'x7'-O" B HM P- - A HM P- - - 10 - X 2 A9.1 2 A9.1 - 105A 3'-0"XB'-D" A AL MFR. TIG - AL MFR. TIG - 4 X X - - 19/A9.1 1, 3 105B 10'-10"x14'-4" F AL MFR. 11C - ST GALV - - 5 SIM - - A9.1 SI 14/A9.1 19/A9.1 SI D SECTIONAL DR 106 3 -0 x7'-0 B HM P- - A HM P- - - 11 - X 2 A9.1 1 2 A9.1 - 107 3'-0x7'-0" B HM P- - A HM P- - 1 HR. 11 - X 2 A9.1 2 A9.1 - 1OBA PR 4'-0"x6'-8' B HM P- - A HM P- - - I 8 - X 1 A9.1 7/A9.1 13 A9.1 2 108E PR 3'-O'x7'-0" B HM P- - A HM P- - 1 HR. 7 - X 2 A9.1 2 A9.1 - 108C 3'-0"x7'-O' B HM P- - A HM P- - 1 HR. 9 - X 2 A9.1 2/A9.1 - 109 3'-0' x 6'-8' B HM P- - A HM P- - - 6 - X 1 A9.1 7/A9.1 13/A9.1 2 MEZZANINE FLOOR 201 2'-10"x7'-O" B HM P- - A HM P- - - 12 - - 2 A9.1 2 A9.1 - 202 3'-0"x7'-0" B HM P- - A HM P- - - 12 - - 2 A9.1 2 A9.1 - 203 3'-0"x6'-0" B HM P- - A HM P- - - 6 - X 1/A9.1 7/A9.1 24/A9.0 2 5" 5" r u7 CV \ CV O DOOR TYPES 1/4" = 1'-0" 00 i CV i N 09260 (1) LAYER 5/8" GWB EACH SIDE (WATER RESISTANT GWB IN MEN 104, WOMEN 106 AND JAN. 107) 09260 3-5/8" 25 GA. METAL STUDS @ 24" O.C. SIM. 1A REMOVE GWB ON UNEXPOSED F.O. WALL. ADD 07210 GATT INSULATION SIM. 1 B REMOVE GWB ON UNEXPOSED F.O. WALL. ADD 09260 BATT INSUL. 1 P) TYP 0 09260 (1) LAYER 5/8" GWB F.O. EXIST, STEM WALL BELOW 09260 3-5/8" 25 GA. METAL STUDS ® 24" O.C. - 07210 BATT INSUL. �Q X w 0r w cy W a 0 w N F- SIM.® REPLACE GWB w/ 5/8" PLYWD. PARTITION WALL FURRED WALL 1 2 2 1 /2", TYP. EQ u, EQ 4 TIC TIG TIG TIG TIG PG TIG TIG RENTON PAVILION FINISH SCHEDULE 1 REFER TO INTERIOR & EXTERIOR ELEVATIONS FOR FINISH LOCATIONS. 2 USE WATER RESISTANT GWB AT JAN. 107, MEN 104, WOMEN 106 AND ALL LOCATION W/ DRINKING FOUNTAINS OR SINKS 3 FINISH KEY; CONC: CONCRETE, CT: CERAMIC TILE, FRP: FIBER REINFORCED PANELS, GL• GLAZING, GWB: GYPSUM WALL BOARD, MFR: MANUFACTURER, MTL• METAL, NA: NOT APPLICABLE, O.T.S.: OPEN TO STRUCTURE, PT: PAINT, RB: RUBBER BASE, RF: RAISED FLOOR, WRGWB: WATER RESISTANT GWB, 1 /2", TYP. EQ c3r or IiI a EQ 0 09260 (1) LAYER 5/8" GWB EACH SIDE (WATER RESISTANT GWB IN MEN 104, WOMEN 106 AND JAN. 107) 09260 SOUND ATTENUATION BATT INSULATION 09260 2 1 /2" 25 GA. METAL STUDS 0 24" O.C., BRACE 0 24" O.C. VERT. AND 48" O.C. HORIZ. WRAP PLUMBING w/ SOUND BATTS PER MECH. SPECS. WHER OCCURS SIM. 3A REMOVE GWB ON UNEXPOSED F.O. WALL. CAVITY WALL 3 09260 (1) LAYER 5/8" TYPE 'X' GWB EA. SIDE (WATER RESISTANT GWB IN MEN 104, WOMEN 106, JAN. 107 & ® ALL SINK WALLS) 07210 BATT INSULATION 09260 6" 25 GA. METAL 09260 (1) LAYER 5/8" WATER STUDS ® 24" O.C. 09260 (2) LAYERS 5/8" GWB RESISTANT GWB 09260 2 1 /2" 25 GA. 06100 5/8" PLYWD. I UL DESIGN NO. U4191 09260 2 1/2" 20 GA. METAL STUDS @ 24" O.C., SHEATHING @ STORAGE METAL STUDS ' BRACE @ 24" O.C. VERT. SIDE STAGGERED ® 16" O.C. Z '- AND 48" O.C. HORIZ. NOTE: FIRE -RATED WALLS TO EXTEND TO 09260 ACOUSTICAL UNDERSIDE OF STRUCTURE U.N.O. BAIT INSULATION WRAP PLUMBING w/ SOUND SIM. 4A REMOVE PLYWD. SHEATING 09260 (2) LAYERS 5/8" GWB BATTS PER MECH. SPECS. Q SIM.4B REMOVE PLYWD. SHEATING. ADD 07412 MTL - SIDING AT OPEN HALL SIDE. .., "' X SIM. 4C REMOVE PLYWD. SHEATING. USE STANDARD SIM. 5A USE 07210 R-19 BLANKET INSUL. ADD 07210 ACOUSTIC BATT `� T. w 09260 GWB - WALL NOT RATED IN THIS EXTERIOR MATERIAL AND USE TYPE 'T GWB INSULATION TYP. LOCATION, SHEATHING - UL DESIGN U493. 1-HR. FIRE -RATED PARTITION WALL ACOUSTIC WALL FURRED CAVITY WALL 5 6 4 EQ Cr w c�r w C3 w c)r w N N BASE 2 1 /2", TYP. EQ �, EQ TIG TIG TIG TIG TIG TIG TIG TIG TIG TIG �i 2" TYP. DOOR WIDTH CV Ca 0 CD d 0 FRAME TYPES JOB NO. 0235900 0 MITHUN Arch itects+Designers+Planners Pier 56 12oi Alaskan Way Suite 200 Seattle, WA 98ioi TEL 2o6 623.3344 FAX 2o6 623.7005 CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton "AP NO. DATE REV30N PARTNER IN RW 2-- 24. 02 PRUM VANM M SB PROM AW#TMT LR PMZCr TEAM MEWM FB ARCHITECT WE& 3689 REGISTERED AR HI CT STATE OF WASHINGTON RF�F/von � ®�C?3? FD 0/411//vc ME SCHEDULES / WALL TYPES / DOOR & FRAME TYPES PROJECT NO. 02373.00 DATE 12-20-02 PROJECT NETWORK PAIN SA................ PARTITION TYPES NO SCALE SHEET "BR A7mO PERMIT SET COPYRIGHT © 2002 MITHUN, INC. ►A) (B) lCJ (D) E F j I I, OPEN HALL - EAST 1 /81, _ 1 09310 CERAMIC TILE WOMEN'S - EAST 1 /4" = V-0" SHELF 09310 CERAMIC TILE -� o � o r0 MEN'S WEST SIM. WOMEN'S - NORTH 1 /4" = V-0" 32" CLR. 4" BACKSPLASH (3) SIDES TYP. 52" MIN. 6" v MIN. O:f -j Q MIRROR c� c� - E z Mt= Z �� - o o Q d Q i §i U INSULATION O O 18" Ll8 Z z 18" FIN. FLR. IN. '-6" MIN. 11 rn r\ N N 601NOMINAL SIDE VIEW FRONT VIEW PLAN VIEW FRONT VIEW AMBULATORY TOILET/HANDICAPPED TOILET (ADA) COUNTERTOP LAVATORY (ADA) /�:-,_�TOILET ROOM FIXTURE MOUNTING STANDARDS FOR ACCESSIBLITY 09310 CERAMIC TILE WOMEN'S - WEST 1 /4" = V-0" w m 0 IZ C) l�F.O.I.C� c = _ o o ►n i [V , FIN. FLR. FRONT VIEW DIAPER CHANGING STATION (ADA) C MEN'S EAST SIM. FIN. FLR. FRONT VIEW PAPER TOWEL DISPENSER & WASTE RECEPTACLE 09310 CERAMIC TILE -� 16000 LIGHT FIXTURES PER ELEC. CONC. COUNTERTOP SLAB o/ STNLS. STEEL PIPE SUPPORT SYSTEM: WOMEN'S - SOUTH 1/4" = V-0" 0 PIPE TRAP INSULATION MEN'S SOUTH SIM. BOTTOM OF COS C09 BOTTOM OF TOILET 9T-12 TOILET PARTITION PARTITION x c L L FIN. FLR. FIN. FLR. (T07) & (T10) 0 A.D.A. HT. (1) OF (TOB) @ A.D.A. HT. FRONT VIEW FRONT VIEW SEAT COVER & PAPER DISPENSER (w/ SANITARY NAPKIN DISPENSER WHERE INDICATED) - ADA PAPER TOWEL QT DISPENSER 15000 STAINLESS STEEL SINK & INTEGRAL COUNTER SOAP T-01 DISPENSER( Z N FIN. FLR. FRONT VIEW SANITARY NAPKIN/TAMPON DISPENSER (ADA) SERVICE / STORAGE WEST 1 /4" = V-0" LOBBN 1/4" = V-0" 05500 MTL. PIPE HANDRAIL 06100 WD. STAIRS SERVICE STORAGE EAST SIM. ITEM NO. ITEM DESCRIPTION T01 Surface Mounted Liquid Soap Dispenser T02 Liquid Soap Dispenser (mounted through counter) T03 Recessed Sanitary Napkin -Tampon Vendor T04 Surface Mounted Roll -Type Paper Towel Dispenser T05 Recessed Waste Receptacle T06 Recessed Roll -Type Paper Towel Dispenser and Waste Receptacle T07 Recessed Toilet Seat Cover Dispenser, Sanitary Napkin Disposal, Toilet Paper Dispenser T08 Mounted flush against Toilet Partition -Toilet Seat Cover Dispenser, Sanitary Napkin Disposal, Toilet Paper Dispenser T09 Centered Through Wall of Toilet Partition - Toilet Seat Cover Dispenser, Sanitary Napkin Disposal, Toilet Paper Dispenser T10 Recessed Toilet Seat Cover Dispenser and Toilet Paper Dispenser T11 Surface mounted -Toilet Seat Cover Dispenser and Toilet Paper Dispenser T12 Centered Through Wall of Toilet Partition - Toilet Seat Cover Dispenser and Toilet Paper Dispenser T13 HC Toilet Grob Bar T14 Mirror with Stainless Steel Channel Frame T15 Mop and Broom Holder T16 Not Used T17 Not Used T20 Semi -Recessed Paper Towel Dispenser and Waste Receptacle T21 Surface Mounted Toilet Seat Cover Dispenser and Toilet Paper Dispenser LIGHT FIXTURE I PER ELEC. WD DECKING MITHUN Architects+ Designers+ Plan ners Pier 56 12oi Alaskan Way Suite 200 Seattle, WA 981oi TEL 2o6 623.3344 FAX 2o6 623.7005 CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton KEYMAP NO. DATE REN90N i F PARTNER IN GiANE RW�ft I?--ZD'02, PROJECT MANAGER SIB PRO,ECT ARCHITECT LR PROJECT TEAM Mamm CHECK FB ARCHITECT SEAL 3689 REGISTERED AR HI CT BRUCE L WILLIAMS STATE OF WASHINGTON F�Fj' clee?2 FO 4v/4-21010 ? INTERIOR ELEVATIONSELEVATIONS PROJECT NO. 02373.00 DATE 12-20-02 PROJECT NETWORK PAIN SA................ SHEET NNW A8mO PERMIT SET COPYRIGHT 0 2002 MITHUN, INC. L7 1/4" = 1 '-0" 07610 MTL ROOF ASSEMBLY 07610 MTL ROOF ASSEMBLY 3" 07620 PREFORMED CAP FLASH'G FLANGE BEYOND 07610 PERIMETER UNDERLAYMENT 07610 PERIMETER UNDERLAYMENT - 07610 PEAK FLASH'G - 07610 SEALANT TAPE CLOSURE 8" ,, LAP o/ CURB & FASCIA FASTEN THRU STANDING SEAM 07610 KEYHOLE CLOSURE 1"=___r^ FIELD FORM PAN END SET IN SEALANT ------ -- ------ �. --_ 07610 CLEAT &CLOSURE ' �0 07610 DRIP ANGLE (FASTEN r -y_ 07610 RAKE TRIM & CONT. SET IN TAPE SEALANT 'I* TO ROOF PANEL & 6" o.c.)\ �';CLEAT SET IN SEALANT \ 06100 PT 2x BLOCK G &CLIPS 6100 PT 2x BLOCK 'G & 07620 EAVE FLASHING-� ` `'' - _- _-- CLIP ANGLE 05400 BLDG PAPER o/ GYP. SHEATH'G 07610 PERIMETER 06100 PT 2x BLOCK'G 1- 061 Q0 2x RIM JOIST I' 07620 GUTTER - HANGER I '' �'� UNDERLAYMENT " 05400 5-1/2" STL. RUNNER, TYP. 07620 FLEXIBLE -y= STRAP t� 36 o.c. ao I 07210 BLANKET INSUL 07920 SEALANT ROD, & WEEPS I i = = FLASH'G 05400 BLDG PAPER 05500 1 /4"x8" STL. PLATE 'T 07412 MTL. FASCIA & CONT. o/ GYP. SHEATHING r II o I: CLEAT SET IN SEALANT II 09260 SEALANT & ROD EXIST. STRUCTURE w/ CAP FLASHING BEYOND - SEAL WALL 07620 PREFORMED BASE FLASH'G o/ FLEXIBLE FLASH'G, SEE 6/A9.0 07412 SHT MTL TRIM & CONT. CLEAT SET IN SEALANT 05400 SHEATHING EXPANSION JT. 06100 WALL SHEATHING & I II 07610 CONT CLEAT " STUDS PER STRUCT. `- ' EXIST. 1x 07620 MTL. DRIP FLASH'G SET IN SEALANT 07412 07210 MTL FASCIA BLANKET INSUL 7" ;:'�-<; - J WD DECK G- EXIST. 07620 FLEXIBLE FLASH'G 1 I,. 07620 CAP FLASH'G '" _ 09260 GWB ` STRUCTURE SEAL TO CW EXIST, STRUCTURE, TYP, 07620 DRIP FLASH'G w/ CONT. 01A EXIST. CONC. 08900 SEALANT & ROD, TYP. SEAL EDGES @ WALL - CLEAT o/ FLEXIBLE FLASH'G 4 :� 07920 EXIST. STRUCTURE PROVIDE SEALANT TAPE 06100 ISOLATION STRIP . , "' SEALANT, 08900 CURTAINWALL " @ BASE FLASH'G MTL. ROOF EAVE/GUTTER rl MTL. ROOF RAKE 3/4 ROOF OPENING BASE FLASH'G 1 2 1-1/2" = 1'-0" 1-1/2" = 1'-0" 1-1/2" = 1'-0" 15000 VENT PIPE' 07620 FLEXIBLE BOOT FLASHING - CUT TO FIT AXONOMETRIC VIEW PIPE OR VENT SEAL PERIMETER & FASTEN BASE RING TO ROOF 07610 MTL. ROOF ASSEMBLY -31 -- i r-------.. -- 07610 UNDERLAYMENT - 36" SQ & WRAP PIPE �,;�'` SECTION VIEW MTL ROOF PIPE PENETRATION SEE 1 /A9.0 FOR TYP. EAVE/GUTTER NOTES J NTS 1-1/2" = 1'-0"11 l 1-1/2" = 1,-0" 07552 SBS ROOFING ASSEMBLY 08900 CURTAINWALL EXTEND BASE FLASHING o/ CURB 08900 DRIP FLASH'G 07620 COPING 05400 FLEXIBLE FLASH'G 07620 STRAINER SEALED TO CW & OVER BLDG PAPER 07620 GUTTER SLOPE �, 05120 STL CW SUPPORT FRAME 07620 COUNTER FLASHING N N 07552 SBS ROOFING ASSEMBLY 06100 PT 2x4 STUDS 0 o II , 16" ox. w/ PT WALL . I CD 07620 1 " DOWN HANGER & MOU BRACKET OUTLET TUBE SI PROVIDE (3) HA 07620 2" DIA. EXTERIOR WALL DOWNSPOUT 1-1/2" = 1'-0" 10210 LOUVER 5" 06100 PT 2x6 NAILER, ANCHORED TO CURB,01 07620 FLEXIBLE FLASHING o/ CURB & WALL - LAP o/ BLDG PAPER SEE PLAN 07412 CAP FLASH'G 05400 DEFLECTION TRACK MTL WALL PANEL, SEE 5/A9.0 FOR TYP. NOTES ' SEE PLAN FOR WALL TYPE ' ROOF OPENINGRA K E 1-1/2" = 1'-0" SEE 2/A9.0 FOR TYP. RAKE FLASH'G NOTES 09260 SEALANT 05400 DEFLECTI( 07610 DRIP FLASH'G & CLEAT SET IN SEALANT EXIST. STRUCTURE 05400 BLDG PAPER o/ GYP. SHEATHING 07412 SHT. MTL TRIM 07412 CHANNEL &CLOSURE SET IN SEALANT 07412 MTL. WALL PANEL SEE PLAN FOR WALL TYPE rr ROOF OPENIN � MEMBRANE ROOF DRAIN SUMP (PLAN) 1-1/2" = 1'-0" 07552 MEMBRANE ROOF'G ASSEMBLY 07620 COPING ASSEMBLY z Z 07210 BLANKET 07620 CAP FLAB FLEXIBLE FLASH'I O° 05400 BLDG PAI `- 06100 BLOCK'G SHEATH'G BOTH SIDES yy �' `\ 07412 CONT. CL CONT. CLEAT SET IN SEALANT -� � ,x;, ,�c x x \. .��! 05400 1-HR EXTERIOR WALL '�= � '� ' ' _ = ; 3 SET IN SEALANT 07620 DRIP FLASH o/ CLOSURE r' ; " ' � ��'�� "y�_ �\ ` ��� �' I SET IN SEALANT TAPE i 07620 FLEXIBLE FLASH'G=- 05400 BLDG PAPER � 05120 PTD STL C12 CHANNEL 06400 1x4 TRIM 06150 WD DECKING 05120 PTD STL FRAMING -SEAL WELD @ BACK OF CHANNEL 1/2„ (---'lllllllll�MEMBRANE ROOF COPING 1-1/2" = 1'-0" 07180 TRAFFIC COATING 03300 CONCRETE EQUIPMENT PAD o/ BUILT-UP INSULATION - SLOPE TOP TO 07620 DRAIN TO ALL SIDES COUNTER-15000 MECH EQUIPMENT (FUTURE) — 07620 CAP FLASHING - SLOPE FLASH'G SEE 5/A9.2, SIM. - - --- —� 07180 TRAFFIC COATING II ... 07620 CAP FLASH'G & CONT. CLEAT SET IN SEALANT ' I I _ CV II o 07180 TRAFFIC COATING 03300 CONCRETE CURB & STL REINF. 03545 UNDERLAYMENT SLOPE TO DRAIN ' - ° 07840 FIRESTOPPING ' 06100 2x FIRE BLOCK I 07412 MTL WALL PANEL 05400 1-HR. RATED EXTERIOR WALL CUR�B@�MEC�H.WELL, EXT. WALL 03545 UNDERLAYMENT 03300 CONCRETE 05300 STL DECK "ELL �QUIPMENT PAD 07920 SEALANT BOTH SIDES 05400 ISOLATION STRIP 06150 WD DECKING 05120 PTD STL FRAMING ROOF CURB @ CURTAINWALL 07412 MTL WALL PANEL SEE PLAN FOR 1-HR RATED WALL TYPE 05400 BLDG PAPER o/ GYP. SHEATHING 07412 CLOSURE SET IN SEALANT —� 07412 DRIP FLASH 07620 FLEXIBLE FLASHING 07620 COUNTER FLASHING 03300 CONCRETE CURB 07180 TRAFFIC COATING 03543 UNDERLAYMENT osaoo isoLnrioN STRIP — 07840 FIRESTOPPING CURB jlllllllllllMEC 21 1-1/2" = 1'-0" COPING ASSEMBLY - SEE 9/A9.0 STL. CHANNEL FASCIA DECKING BEYOND PROVIDE VERTICAL DRIP FLASH'G o/ END OF EXPOSED DECK'G & CURB 4" MIN, 4" MIN. 07620 PREFORMED CAP -TO -SIDING BASE I FLASHING - SOLDER ALL JOINTS -APPLY o/ FLEXIBLE FLASHING `r I � I 0 I = Q wo w o VARIES PER WIDTH OF STRUCTURE OR w DETAIL - VERIFY G GUTTER PREFORMED CAP BASE FLASH G SEE 1 /A9.0 FOR TYP. EAVE/GUTTER NOTES 1-1/2" = 1'-0" 15000 OVERFLOW ROOF DRAIN (ROOF DRAIN SIM.) RIM ELEVATION PER ROOF PLANS 07410 MEMBRANE ROOF ASSEMBLY I SiiMP 07410 ROC FLASHING 06150 WD 15000 UNC CLAMP - f 15000 RAID 1° MIN THIL.....___. MEMBRANE ROOF DRAIN SUMP (SECTION 1-1/2" = 1'-0" 07552 MEMBRANE ROOF'G ASSEMBLY 06150 WD DECKING 05120 PTD STL FRAMING ' 07412 TRIM " h ENCLOSE ENDS OF CAP/DRIP FLASH'GS -- -- ---- 07920 SEALANT & - ," I ROD, TYP. 07412 WALL PANEL n -` 1-HR 07412 CORNER TRIM 05400 . 07412 MTL WALL PANELS u I; " - EXT. WALL 05120 1/4 STL. CHANNEL END PLATE 05400 1-HR. EXTERIOR WALL I `` 05120 TS FRAMING BEYOND 2" 1" 07412 WALL PANEL MEMBRANE ROOF COPING WALL ELEV @ CHANNEL FASCIA WALL TO ROOF N 1-1/2" = 1 ' -0" 15000 OVERFLOW FLOOR DRAIN 15000 FLOOR DRAIN 24"x12"x1" DEEP RECESSED SUMP FOR DRAINS 07180 TRAFFIC COATING - SEAL TO DRAINS 03300 CONIC -7 I� H WELL I NT. WALL FLR DRAINS SEE 19/A9.0 FOR TYP. CURB NOTES(22-) SEE 9/AlFOR TYP. COPING NOTES 17 1-1/2" = 1'-0" 47 18 1-1 /2" = 1'-0" 07620 DOWNSPOUT - SEE 13/A9.1 DOOR FRAME BEYOND 07620 SPLASH PAN `--' 6" 08110 STL. DOOR 4" 0 08710 THRESHOLD - 6" C @ MECH WELL SET IN SEALANT 07620 BASE FLASHING HAUIVUMtIKII. In07620 COUNTER FLASHING BASE PER FINISH SCHED. I I I I II' P II D SPLASH PAN CURB @) MECH WELL D00 GJ 1-1/2" = 1'-0" SEE 19/A9.0 FOR TYP. CURB NOTES L� 1-1/2" = 1'-0" SEE 19/A9.0 FOR TYP. CURB MITHUN Architects+ Designers+Pl an ners Pier 56 1201 Alaskan Way Suite zoo Seattle, WA 981o1 TEL 2o6 623.3344 FAX MIS 623.7005 CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton NEWAP No. DATE 10MOd PARTNER IN CHA RW �2�21J �OZ PROJECT MANAGER SB PROJECT ARCFHTECT LR PROJECT TEAM ME1WBERS CHUX FB 3689 REGISTERED C ITECT RUCE L WIH IAMS STATE OF WASHINGTON `T ON ,TTLE DETAILS DETAILS PROJECT NO. 02373.00 DATE 12-20-02 PROJECT NETWORK PATH 0237300\CADD\A\SH EETl0 SHEET NUMEER A9mO PERMIT SET COPYRIGHT© 2002 MITHUN, INC. EXTERIOR WALL INTERIOR WALL ASSEMBLY ASSEMBLY 07620 FLEXIBLE FLASHING. 07412 NEOPRENE CLOSURE SET IN SEALANT. 0721E FILL 07620 PRE -FORMED HEAD I FRAME VOID WITH 05400 METAL FRAMING, TYP. ,� 2„ FLASHING W DRIP EDGE ti EXPANDING FOAM 07920 BACKER ROD & INSULATION SEALANT. 0811E _ FRAME 08110 HOLLOW METAL DOOR ° •` • •Y 08710 WEATHERSTRIP. - ANCHOR. FRAME, FULL GROUT AT FIRE - RATED DOORS, RATING PER - 08110 STEEL DOOR PER 0811E HOLLOW SCHEDULE SCHEDULE. METAL FRAME. 08110 STEEL DOOR PER EXTERIOR - ` INTERIOR SCHEDULE. v r_,` EXTERIOR HM DOOR/FRAME HEAD INTERIOR HM. DOOR JAMB (HEAD SIM.) EXTERIOR WALL ASSEMBLY 07620 FLEXIBLE FLASHING 07412 Z-METAL CLIP BY METAL SIDING MFR.----,, 07412 PRE -FORMED METAL TRIM BY MTL SIDING MFR. 07412 FASTENER W/NEOPRENE WASHER C 12" O.C. MAX. DRIP 07920 BACKER ROD & SEALANT. 08710 WEATHERSTRIP. I 08110 STEEL DOOR PER SCHEDULE. EXTERIOR 07210 FILL FRAME VOID W/ EXPANDING FOAM INSULATION 0811E FRAME ANCHOR. 08110 HOLLOW METAL FRAME. INTERIOR EXTERIOR HM DOOR/FRAME JAMB 7 08110 STEEL DOOR PER SCHEDULE. FACE OF WALL BEYOND. Now_ } 08710 ALUM. THRESHOLD SET IN SEALANT. 07920 1 /2" JOINT W/ BACKER ROD & SEALANT_ 07190 WATERPROOFING. F EXTERIOR SIDEWALK, N Q SLOPE AWAY FROM \ '_ DOOR. I G G L G L Q Q < L < L < ` L ° � L c Q \ E ° < a G G < THRESHOLD AT EXTERIOR HM DOOR/FRAME 08800 GLAZING PER SCHEDULE. now 08415 ALUM. STOREFRONT DOOR PER SCHEDULE. 08415 ALUM. THRESHOLD SET IN SEALANT, 07920 1/2' JOINT WITH BACKER ROD & SEALAN 07190 WATERPROOFING. EXTERIOR SIDEWALK, Q SLOPE AWAY FROM ::�E DOOR. a L ° L L < z 4 d L ° Q � Q Q �• a Q G A—Deb—08110-1 nt—Hord r--la mb.DWG SECTIONAL OVERHEAD DOOR HEAD EXISTING CONC. STRUCT. FRAME 07210 FILL FRAME GA WITH EXPANDING FOAM INSUL. 07920 BACKER ROD & SEALANT ® 1/4 JOINT, PROVIDE CONT. SUPPORT FOR BACKER ROD, TYP. 10210 PRE -MANUFACTURED METAL LOUVER AND FRAME ASSEMBLY 1/ FACE OF CONC. BEYOND LOUVER HEAD / EXISTING CONC. STRUCT. FRAME — 07210 FILL FRAME GAP WITH EXPANDING FOAM INSULATION. 07920 BACKER ROD & SEALANT AT 1/4- JT, PROVIDE CONT. SUPPORT FOR BACKER ROD, TYP. 10210 PRE -MANUFACTURE MTL LOUVER & FRAME ASSEMBLY - LINE OF METAL PANEL BELOW---m LOUVER JAMB EXISTING CONC. STRUCT. FRAME ij�v 7- ° 07210 FILL FRAME GAP D p D WITH EXPANDING FOAM p D D INSULATION. o p 07920 BACKER ROD AND SEALANT AT ° v 1/4" JOINT, PROVIDE CONTINUOUS D ° SUPPORT FOR BACKER ROD, TYP. D 08415 ALUM STOREFRONT, GLASS LOCATED AT FRONT OF FRAME 0210 BIRD FACE OF CONC. BEYOND )) SCREEN 08800 GLAZING 1/ 2 07210 1" RIGID INSULATION 09260 5/8" GWB, PAINTED, PROVIDE 1021E ALUM. TRIM MOLDS AT ALL CORNERS AND ANGLE BEYOND, ENDS TYPICAL AT EDGE SUPPORT AND BLADE BRACING. UPPER STOREFRONT HEAD 3" = 1'-0" 4 — EXISTING CONC. STRUCT. FRAME 0721E FI LL FRAM E - GAP WITH EXPANDING FOAM INSULATION. 07920 BACKER ROD AND ° SEALANT AT 1/4" JOINT, PROVIDE CONTINUOUS I I / SUPPORT FOR BACKER ROD, TYP. 08415 ALUM STOREFRONT, GLASS LOCATED AT FRONT 05400 3-5/8" OF FRAME METAL FRAMING 08800 GLAZING 07210 1" RIGID 07210 BATT INSULATION INSUL. 09260 5/8" GWB, PAINTED, PROVIDE TRIM MOLDS AT ALL CORNERS AND ENDS. UPPER STOREFRONT JAMB 0880E GLAZING LINE OF COLUMN/PILASTER 08415 ALUM STOREFRONT, GLASS 072110D3/4" RIGID INSUL LOCATED AT FRONT OF FRAME 06400 1/2" CLEAR FINISHED D BACKER ROD & SEALANT MDF TRIM ° 0 06400 2-1/2(ACTUAL) CLEAR 0 0721E FILL FRAME GAP WITH FINISHED WOOD DECKING, EASE EXPANDING FOAM INSULATION. EDGES D N 4)) , D . D 05120 PTD. STEEL CHANNEL PER STRUCT. / \ 0 '� 07920 BACKER ROD AND SEALANT �_l " " EXTERIOR LIGHT FIXTURE (DASHED) -� 1 x Q2 0 2 x2.25 ALUM. ANGLE PER 07620 24 GA. ALUM. BENT METAL N F T R TRIM SECURED AT TOP AND — — EXTERIOR 08415 ALUM STOREFRONT DOOR WIDTH AS 07210 FILL FRAME ENCLOSURE PIECE PER MANUF. PER SCHEDULE GAP W/ EXPANDING FOAM INSUL. 07210 FILL FRAME VOID DOOR 07920 BACKER ROD WITH EXPANDING FOAM [SECTIONAL PER SCHEDULE &SEALANT AT 1/4 " INSULATION JT, PROVIDE CONT. SUPPORT STRUCT. PER SUPPORT FOR MFR'S REQUIREMENTS INTERIORI BACKER ROD, TYP. DOOR GUIDES AS CONDITION AT STOREFRONT 07620 MTL PER MANUF. FLASHING, DOOR WIDTH AS 2" PAINTED TO 07412 MTL WALL PANEL, TYP. PER SCHEDULE MATCH LOUVER 08415 ALUM STOREFRONT 07412 I ENCLOSURE PIECE I \ FASTENER11 J 05400 GYP. SHEATHING W/NEOPRENE r- SEE DETAILS 1 &3/A9.2 FOR SECTIONAL DOOR I WASHER @ 12" TYP. NOTES @ MTL. WALL PER SCHEDULE O.C. MAX. 07412 Z-MTL CLIP DOOR GUIDES AS PER MANUF. - A BY METAL SIDING 09260 5/8" GWB, PAINTED .� MFTR. 07412 MTL CORNER TRIM 07412 07620 FLEX TO MATCH MTL. WALL PANEL e° PRE -MANUFACTURED FLASHING CONDITION AT WALL WITH METAL PANEL, CONC. FRAME IM. METAL SIDING PANEL SECTIONAL OVERHEAD DOOR JAMB _a LOUV�RSILL MA U AC U ERS REQUIREMENTS. STOREFRONT FRAME AS SHOWN, 10210 BIRD FINISH TO MATCH STOREFRONT SCREEN FRAME. 07620 FLEXIBLE FLASHING 07920 BACKER ROD & SEALANT AT 1/4" JT, PROVIDE CONT. SUPPORT FOR BACKER ROD, TYP. 3" = 1'-0" 08415 ALUM STOREFRONT, GLASS LOCATED AT FRONT OF FRAME 10210 PRE -MANUFACTURED UPPER STOREFRONT SILL & LOWER STOREFRONT HEAD METAL LOUVER AND FRAME 10 ASSEMBLY DASHED LINE INDICATES TOP OF EXISTING CONC. STEM WALL TO BE 021E BIRD REMOVED j SCREEN _ 10210 ALUM, 07620 DOWNSPOUT ANGLE BEYOND, LINE OF EXISTING CONC. I� TYP. @ EDGE FRAME BEYOND SUPPORT & 07920 BACKER ROD AND BLADE BRACING. SEALANT _ REMOVE PORTION OF EXISTING FACE OF STEM WALL TO EXPOSE NEW FINISHED SURFACE AT HEIGHT SLOPE TO DRAIN " COLUMN/PILASTERD 1 BEYOND SHOWN EXISTING CONC. STEM WALL o r TO REMAIN ° EXISTING GRADE (EXISTING PLAZA AT OTHER LOCATIONS PER SITE PLAN) EXISTING CONC, STRUCT. FRAME 07920 BACKER ROD AND SEALANT AT 1/4' JOINT, PROVIDE CONTINUOUS SUPPORT FOR BACKER ROD, TYP, 08415 ALUM STOREFRONT, 07210 BATT INSUL. GLASS LOCATED AT FRONT OF —05400 3-5/8" FRAME MTL FRAMING 07210 FILL FRAME GAP WITH EXPANDING FOAM INSUL. 08800 GLAZING 09260 GWB, 09260 5/8" GWB, PAINTED, PAINTED, PROVIDE PROVIDE TRIM MOLDS AT ALL TRIM MOLDS ®T CORNERS AND ENDS. CORNERS & ENDS 07920 BACKER ROD AND SEALANT LnWFR STRFFRONT JAMB 7D D -0"1-1/2" = 1'-0" �v/ 3" = 1'-0" p i 05400 3-5/8" AND WALL CAVITY TO BE CLEAR 09260 5/8" GWB, A 0792E BACKER ROD & 2" METAL FRAMING PAINTED, PROVIDE SEALANT 2-1 AND OPEN PER FUTURE PTD ° / 08800 GLAZING I 3 09260 5/8" GWB, PAINTED, D AS INDICATE MECHANICAL. TRIM MOLDS AT ALL 08900 GLAZED PROVIDE TRIM MOLDS ALL CORNERS AND ENDS. ALUM. FRAMING CORNERS AND ENDS. SYSTEM WALL CAVITY TO BE CLR & I I p D 0721E 1" RIGID ---- ______ INSUL. 0792E BACKER OPEN PER FUTURE MECH, 07920 BACKER ROD & SEALANT 0540E 2-1/2" MTL FRAMING 07210 R-5 RIGID --- INSUL @ 1" JO ROD & SEALANT 07620 FLEXIBLE 1 ' i D D INT I 1/4" JT., TYP FLASHG. ' 07620 24 GA. ALUM. ; 1 1"RIGID11 I D v 0330E CONC. 0721E FILL 072 0 07920 DASHED LINE ? i I I BENT MTL TRIM 1/Z I t SLAB ON / SECURED AT EDGE i INSULATION INDICATES DOWNSPOUT _ p ? GRADE.—� FRAME GAP W � �. i' THRESHOLD AT EXTERIOR STOREFRONT DOOR/FRAME 05300 -COMPOSITE MTL—{Y�y� DECK PER STRUCT.-7 G ----------------- 09260 TYPE "X" GWB UNDERSIDE OF MTL. DECk AND WRAPPING BEAM BEYOND UL DESIGN NO. D501 1-HOUR FLOOR/CEILING ASSEMBLY -< EXPANDING FOAM i BACKER ROD & CONNECTION TO UNDER I D G a ° JTS. CONCEALED SEALANT SLAB STORM DRAIN INSUL. 1 FASTENING 0721E FILL FRAME ( ? I E ° t i G d. 07920 BACKER 4 GAP W/ '. I ► I i D ° ° d 08800 GLAZING ROD & SEALANT a a ad d D ° ° ) D )) ✓� D ° EXISTING CONC. a a EXPANDING FOAM' 1 D ° a o G I d. a. INSUL. I I I E✓� 2 -0 D 08415 ALUM STRUCT FRAME d D a' a 08415 ALUM I I I v p D c a STOREFRONT, ° Q�. '% STOREFRONT, 07920 BACKER ROD & GLASS LOCATED d a ° GLASS LOCATED I ? I I I I ? EXISTING CONC. SEALANT 1/4" JT., PROVIDE @ CENTER OF 07920 BACKER ROD & SEALANT AT © FRONT OF I I D STRUCT. FRAME CONT. SUPPORT FOR BACKER FRAME 1/4" JT, PROVIDE CONT, SUPPORT I FRAME 1 I v ROD, TYP. FOR BACKER ROD, TYP. 08800 GLAZING I ° 0c, 0000000STOREFRONT JAMB AT FIRST FLOOR CURTAIN WALL STOREFRONT JAMB AT MEZZANINE 20 21 00000O 0 ' ' 000 31-0' 1-1/2' 1-01-1/2" V-O f WALL CAVITY TO BE 0 0 GLAZING ' O a O'-'o�' O c O \� 0926E 5/8" GWB, PAINTED, PROVIDE 089E FRAMING I I D ° TRIM MOLDS AT ALL CORNERS AND CLEAR AND OPEN PER 0 GLAZED ALUM. RAM NG I D D 000000 000 0 ENDS. FUTURE MECHANICAL. SYSTEM I I WALL TYPE PER PLAN BACKER ROD AND SEALANT 1 2 1 1 I i I I G -�( )l I JI�-In I -1 05400 2-1/2" METAL 07210 1 RIGID INSUL. EDGE OF RELOCATED TRUSS ABOVE---! BACKER I I I I D FRAMING 7920 BACKER ROD < 4 a ROD & k j ` + ( III G a I( I D� ° - AND SEALANT AT 1/4" 09260 5/8" GWB, PAINTED, as SEALANT I ` D - 0926E GWB PANE JOINT TYP PROVIDE TRIM MOLDS AT ALL I G EXISTING CONC. i , III III I I I- / ---- CORNERS AND ENDS SEE 1 A6.0 II III III ___ < FOUNDATION TO ' 05120 STEEL BEAM BEYOND PER STRUCT. 05120 STEEL BEAM PER STRUCT. WALL TYPE PER PLAN 1-1/2" = 1'-0" 777 0721E FILL REMAIN FRAME GAP WITH 07210 1" RIGID INSUL. d G i ; ? D77 EXPANDING FOAM INSUL. EXISTING CONC. FRAME a I ! p BACKER ROD AND SEALANT �° ' I I I I III 08415 ALUM I ; ° D. [' STOREFRONT, 07210 FILL FRAME GAP WITH ° - ►? III III III_ d GLASS LOCATED EXPANDING FOAM INSUL a o ° AT FRONT OF 08415 ALUM STOREFRONT, ` d ( I ! d FRAME GLASS LOCATED AT FRONT- o OF FRAME(I- D p n d e 08800 GLAZING 08800 GLAZING <° I I I ( III d d I- < 07920 BACKER ROD AND SEALANT AT 1-i ' j I j j { { ( i ? l i III r i i l i l l ! I . EXISTING CONC0792E BACKER ROD AND . STRUCT. T 1/4 JOINT, PROVIDE CONTINUOUS FRAME SEALANT AT 1/4" JOINI, SUPPORT FOR BACKER ROD, TYP. PROVIDE CANT. SUPPORT STOREFRONT JAMB AT MEZZANINE FOR BACKER ROD, TYP.26 n CURTAIN WALL/STOREFRONT JAMB AT MEZZANINE p LOWER STOREFRONT SILL, FOOTING &PLENUM � 1-1/2" = 1'-0" 27 1-1/2" = 1'-0" 20 3" = 1'-0„ -07210 BATT INSUL. 05400 3-5/8" @ 1/2" MTL. FRAMING 3" = 1'-0„ 08415 ALUM STOREFRONT, GLASS LOCATED AT CENTER OF FRAME LINE OF GWB PILASTER BEYOND, CONTINUOUS TO S.O.G. BENEATH ACCESS FLOOR ASSEMBLY 07210 FILL FRAME INTERIORS WITH EXPANDING FOAM INSULATION 08415 ALUM SILL FLASHING BY STOREFRONT MFR. 07210 R-10 BATT INSULATION & 05400 2 1/2" METAL FRAMING STUDS AT 16" O.C. 06100 1/2" CDX PLYWD., FINISH SIDE OUT, CONTINUOUS TO S.O.G. BENEATH ACCESS FLOOR SYSTEM 06400 1/2" CLEAR FINISHED MDF TRIM, CONTINUE 3" BENEATH TOP OF ACCESS FLOOR SYSTEM AS INDICTED 10270 ACCESS FLOORING SYSTEM LINE OF GWB PILASTER BEYOND, DO NOT PAINT BELOW MDF TRIM 03300 VAPOR RETARDER AT UNDERSIDE OF S.O.G. 1 000 0 0 O0 O a 07210 R-10 RIGID O oO o0 O 000 o0 O INSULATION O�O�O�O o p o 0 o- 0 p UNDER SLAB GRAVEL 000 000 0 0 02712 STORM WATER I- „ I I -I , , I DRAIN LINE 3" = 1'-0„ MITHUN Arch itects+Designers+Pl a n n e rs Pier 56 1201 Alaskan Way Suite 200 Seattle, WA 98ioi TEL 206 623.3344 FAX 2o6 623.7005 CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton KMAr NO. DATE REIA90N PARTNER W CHARGE RW PROIECT YANAGF; SIB PROECT ARCHITEC" LR PROJECT TEAM NE11ERE CHECK FB ARCHITECT SEAL 3689 REGISTERED ARC ITECT BRUCE L. WILLIAMS STATE OF WASHINGTON MLL D ETAI LS PROJECT NO. 02373.00 DATE 01-28-03 PROJECT NE PATH S : \_2002\0222400\CAD D\A9-2.DWG ENTON RECEIVED SHEET NuueERJAN Z 8 2003 BUILDING DIVISIO A901 BID SET COPYRIGHT© 2003 MITHUN, INC' 05400 GYP. SHEATHING 07920 SEALANT & ROD 07412 FASTENER 12" ox. MAX. 07412 SEALANT TAPE 07412 CLOSURE SET IN SEALANT FRONT & BACK 05400 SHEATHING TAPE -EXTEND 6" EA SIDE OF CORNER ' 05400 BLDG PAPER 07412 MTL CORNER TRIM 07412 "J" CHANNEL RECEIVER 07412 SPACER 07412 MTL WALL PANEL, TYP. MTL PANEL OUTSIDE CORNER 6" = 1'-0" 07620 DRIP FLASH ABOVE BOX FLANGE & UNDER SIDING ABOVE - SEAL TO FLANGE 07620 PREFORMED RECESSED MOUNTING BOX - FLANGE EXTENDED & SEALED a/SIDING @ SIDES & BOT. - SURFACE MTD FIXTURE AS INDICATED (ARCH, MECH, ELEC) SLOPE BOTTOM RETURN 2" FLANGE - TYP. ALL SIDES 2" CLR. ALL SIDES OF DEVICE 2i� � VARIES -VERIFY w/ TRADE MTL PANEL RECESSED BOX NTS 05400 BLDG PAPER 07412 SPACER 07412 SEALANT TAPE L2' 1" 2" 07620 8" REVEAL FLASHING DOWNSPOUT WHERE INDICATED - INCREASE REVEAL TO 3" 07412 "J" CHANNEL TRIM 07412 MTL WALL PANEL, TYP. VE RT REVEAL MTL PANEL 6" = 1' —0" WALL TYPE PER 09620 HEADER SPRING AND HE BRACKET AS PE OH DOOR RAIL 3 07412 TRIM 07920 SEALANT & ROD, TYP. 05400 3 °STUD WALL 05400 BLDG PAPER z 1/2" o/ SHEATHING TAPE 08900 STOREFRONT 09260 MTL "J" TRIM MTL PANEL @ STOREFR SEE 1/A9.2 FOR SIM. NOTES �� 6" = 1'-0" SECTIONAL DOOR HEAD 3" = 1'-0" WALL TYPE PE 05500 TS 3x: BASE & TOP 05500 PTD C WIDTH OF OP[ DOOR SCHEDL DOOR GUIDE SECTIONAL DOVI, I LI, JVIILVVLL— 20 SECTIONAL DOOR JAMB 3" = 1'-0" WALL TYPE RECESSED C AS INDICATE 07920 SEAL APPLY MULT OF GWB AS MAINTAIN FIF PARTITION. 05400 BLDG PAPER 05400 GYP. SHEATHING — 05400 SHEATHING TAPE - EXTEND 2" OVER CONC — 07412 "Z" FURRING 07412 FASTENER @ 12" o.c. MAX. 07412 SEALANT TAPE--------- I � RETURN END OF WALL PANEL 2" 07620 DRIP FLASHING EXIST. CONCRETE WALL Q ONT JAMB (--A- MTL PANE�L@ BASE OF WALL SEE 1/A9.2 FOR SIM. NOTES RECESSED PANELS @RATED WALLS 3" = 1'-0° WALL TYPE PER PLAN OFFSET PENETRATIONS RATED AND/OR ACOU� RATED PARTITIONS RECESSES @RATED WALLS 3" = 1'-0" RATED WALL ASSE 07840 THROUGH FIRE STOP, TYP. PENETRATIONS @ RATED WALLS 3" = 1'-0" z 0 0 w w Z_ r CV HANDRAIL TO WALL 3" = 1'-O" 1-1/2" DIA. STL HANDRAIL PER PLANS. RETURN ENDS TO WALL OR POST TYP. �NDRAIL BRACKET @ 5$-0" C. MAX. 3/8"x2-1/2" LAG BOLTS c8 WOOD BLOCKING OR 8" IDE 16 GA. SHEET METAL _ONG LENGTH OF WALL 3LE PLANS FOR WALL CONSTRUCTION CONNECTION SAWCUT EXIST. CONCRETE 07920 FLEXIBLE FLASHING 07620 FLASHING - EXTEND 3" AROUND EA SIDE OF K' CONC COL & FASTEN z 07412 CAP TRIM & CONT. CLEAT SET IN SEALANT 07412 SEALANT TAPE 07412 Z FURRING 07920 FLEXIBLE FLASHING 07412 MTL PANEL 05400 BLDG PAPER T.O. MTL PANEL CONC 6" = V-0" MITHUN Architects+Designers+Planners Pier 56 12oi Alaskan Way Suite 200 Seattle, WA 981 of TEL 2o6 623.3344 FAX 2o6 623.7005 CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton KEWAP NO. DATE KWON i PARTNER IN GAME RW CYL PRO ECT NARAM SIB PROJECT ARCHITECT LR PROJECT TEAM YENffRS CHECK FB ARCHITECT Six 3689 REGISTERED 7C�TECTA BRUCE L. WILLIAMS STATE OF WASHINGTON C'61 vrF &4 ? e0/4o,Nc 3 ?00? o/v Tnu BEST DAMN DETAILS PERIOD PROJECT NO. 02373.00 DATE 12-20-02 PROJECT NE11M PAIN 0237300\CAD D\A\SH EETS\A9-2 SHEET NUMBER A9m2 PERMIT SET COPYRIGHT* 2002 MITHUN, INC. MITHUN Arch itects+Designers+Planners General Structural Notes (THE FOLLOWING APPLY UNLE55 SHOWN OTHERWISE ON THE DRAWINGS.) CRITERIA: 1. ALL MATERIAL5, WORKMANSHIP, DE5I6N, AND CONSTRUCTION SHALL CONFORM TO THE DRAWIN65, SPECIFICATIONS, AND THE UNIFORM BUILDIN6 CODE NBC), lgg7 EDITION. 2. THIS STRUCTURE DOES NOT CONFORM TO PRESENT EARTHQUAKE CODE REQUIREMENTS. IT HAS BEEN REINFORCED IN ACCORDANCE WITH CHAPTER 34 OF THE UBC. THE EARTHQUAKE PERFORMANCE OBJECTIVE OF THE DE5I6N IS LIFE SAFETY IN ACCORDANCE WITH FEMA-310, "5EI5MI6 EVALUATION OF EXI5TIN6 BUILDING11 3. DE5I6N LOADIN6 CRITERIA: ROOF LIVE LOAD . . . . . . . . . . . . . . . . . . . . . . . 25 P5F MECHANICAL UNITS . . . . . . . . . . . . . . . . WEI6HT5 FURNISHED BY MANUFACTURER WIND . . . . . . . . . . . . . . . . . . . . . . . . . . . 80 MPH, EXP05URE "B" EARTHQUAKE (MEZZANINE) . . . . . . . . . ZONE 3, R = 6.4, Ga = .3b (ASSUMED) 5EE DRAWIN65 FOR ADDITIONAL LOADIN6 CRITERIA 4. STRUCTURAL DRAWING SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWING FOR BIDDIN6 AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 5. CONTRACTOR SHALL VERIFY ALL EXI5TIN6 DIMENSIONS, MEMBER 5IZE5 AND CONDITIONS PRIOR TO COMMENGIN6 ANY WORK. ALL DIMENSIONS OF EXI5TIN6 CONSTRUCTION 5HOWN ON THE DRAWING ARE INTENDED AS 6UIDELINE5 ONLY AND MUST BE VERIFIED. THE EXI5TIN6 CONDITIONS SHOWN ON THE DRAWING ARE BASED EITHER ON SITE OBSERVATION, ORI6INAL DRAWING OR WERE A55UMED BASED ON EXPECTED CONDITIONS. IF THE EXI5TIN6 CONDITIONS DO NOT CL05ELY MATCH THE CONDITIONS SHOWN ON THE DRAWING, OR IF THE EXI5TIN6 MATERIALS ARE OF QUESTIONABLE OR SUBSTANDARD QUALITY, NOTIFY THE EN6INEER PRIOR TO COMMENGIN6 ANY M. 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACIN6 FOR THE 5TRU6TURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWING. 7. CONTRACTOR SHALL BE RE5PON5IBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. 8. CONTRACTOR -INITIATED CHAN6E5 SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL EN6INEER FOR APPROVAL PRIOR TO FABRICATION OR CON5TRUGTION. GHAN6E5 SHOWN ON SHOP DRAWIN65 ONLY WILL NOT 5ATI5FY THI5 REQUIREMENT. g. DRAWING INDICATE 6ENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 10. ALL STRUCTURAL SYSTEMS COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE 5UPERVI5ED BY THE SUPPLIER DURIN6 MANUFAGTURIN6, DELIVERY, HANDLING, 5TORA6E AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PRqgp BY TkE_SUPPLIER. 11. 5EI5MIG BRAGIN6 OF MECHANICAL UNITS AND OTHER MECHANICAL FIXTURES NOT SPECIFICALLY SHOWN ON THE PROJECT MECHANICAL DRAWIN65 SHALL BE DE5I6NED BY A PROFE55IONAL EN6INEER RE6I5TERED IN THE STATE OF WA5HIN6TON. THE MECHANICAL CONTRACTOR MUST HIRE THE EN6INEER AND I5 RE5PON5IBLE FOR ALL COSTS RELATED TO THE PURCHASE AND INSTALLATION OF SEISMIC BRAGIN5. 12. SHOP DRAWING FOR REINFORCING STEEL, STRUCTURAL STEEL, METAL DECKING, GOLD -FORMED METAL FRAMIN6, 6LUED LAMINATED MEMBERS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL EN6INEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. 13. SHOP DRAWIN6 REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE EN6INEER OF RECORD, AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR, THE CONTRACTOR SHALL REVIEW AND STAMP DRAWING PRIOR TO REVIEW BY ENGINEER OF RECORD. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY. THE REPRODUCIBLE SHALL BE MARKED AND RETURNED. SHOP DRAWIN6 SUBMITTALS PROCESSED BY THE EN6INEER ARE NOT GHANEL ORDERS. THE PURP05E OF 540P DRAWIN6 5UBMITTAL5 BY THE CONTRACTOR I5 TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DE5I6N CONCEPT BY INDI6ATIN6 WHICH MATERIAL I5 INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DI5GREPANCIE5, OR CONFLICTS BETWEEN SHOP DRAWIN6 SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE FROGE55ED BY THE EN6INEER, THE DE5I6N DRAWIN65 AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. SHOP DRAWING OF DE5I6N BUILD COMPONENTS INGLUDIN6 STAIRS, ALUMINUM 5UN56REEN5 AND OTHER EXTERIOR CLADDIN6 SHALL INCLUDE THE DE5I6NIN6 PROFESSIONAL EN6INEER'5 STAMP, STATE OF WA5HIN6TON, AND SHALL BE APPROVED BY THE COMPONENT DE5I6NER PRIOR TO CURSORY REVIEW BY THE EN6INEER OF RECORD FOR LOADS IMP05ED ON THE BASK STRUCTURE. THE COMPONENT DE5I6NER I5 RE5PON5IBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY GALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWING. SHOP DRAWING SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMP05ED ON BA5I6 STRUCTURE. DE5I6N CALCULATIONS SHALL BE MADE AVAILABLE UPON W&E57. 14. DEFERRED 5UBMITTAL5, SUCH AS METAL STAIRS AND RAISED FLOOR SYSTEMS SHALL INCLUDE THE DE5I6NIN6 PROFESSIONAL EN6INEER'5 STAMP, STATE OF WA5HIN6TON, AND SHALL BE APPROVED BY THE COMPONENT DE16NER PRIOR TO CURSORY REVIEW BY THE EN6INEER OF RECORD FOR LOADS IMP05ED ON THE BASIC STRUCTURE. THE COMPONENT DE5I6NER I5 RE5PON5I5 E FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTION5 NOT SPECIFICALLY GALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWING. DEFERRED SUBMITTALS SHALL INDICATE MA6NITUDE AND DIRECTION OF ALL LOADS IMP05ED ON BASIC STRUCTURE. DE5I6N CALCULATIONS SHALL BE INCLUDED IN THE SUBMITTAL. THE ARCHITECT SHALL FORWARD ALL REVIEWED SUBMITTALS TO THE BUILDIN6 OFFICIAL FOR APPROVAL. 15. SPECIAL INSPECTION: CONCRETE CONSTRUCTION, STRUCTURAL STEEL FABRICATION AND ERECTION (INGLUDIN6 FIELD WELDING AND HI6H-5TREN6TH FIELD BOLTIN6), METAL DECK INSTALLATION (INGLUDIN6 FIELD WEWIN6), GOLD -FORMED METAL FRAMIN6, ANCHOR BOLTS, EXPANSION BOLTS, EXPANSION IN5ERT5, EPDXY 6ROUTED INSTALLATIONS, DIAPHRA6M DIAPHRA6M NAILIN6, SHALL BE 5UPERVI5ED IN ACCORDANCE WITH 5EGTION 1101 OF THE UBG AND THE PROJECT SPECIFICATIONS BY AQUALIFIED TE5TIN6 AGENCY DE5I6NATED BY THE ARCHITECT. THE ARCHITECT AND 5TRU07URAL EN6IME-R SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS. GEOTECHNICAL: FOUNDATION NOTES: ALLOWABLE 50IL PRE55URE, LATERAL EARTH PRE55URE, AND 50IL PROFILE TYPE ARE A55UMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED 6EOTECHNIGAL ENGINEER. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL EN6INEER FOR P055IBLE FOUNDATION REDE5I6N. FOOTIN65 SHALL BEAR ON FIRM, UNDI5TURBED EARTH AT LEAST lb" BELOW ADJACENT FINISHED 6RADE. UNLE55 OTHERH15E NOTED, FOOTIN65 SHALL BE CENTERED BELOW COLUMNS OR WALL5 ABOVE. BAGKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAININ6, 6RANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINA6E. ALLOWABLE 50I L PRESSURE . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2, 000 P5F LATERAL EARTH FFE55URE (RE5TRAINED/UNRE5TRAINED). . . . . . . . . . . . . . . . 60 PGF/35 PGF 50I L PROFILE TYPE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5d ANCHORAGE: 11. EXPANSION BOLTS INTO CONCRETE AND SOLIDLY 6ROUTED MASONRY SHALL BE "KWIK BOLT II", A5 MANUFACTURED BY HILTI CORPORATION AND INSTALLED IN STRICT ACCORDANCE WITH IGBO REPORT NO. 4621 AND MANUFACTURER'S INSTRUCTIONS, INGLUDIN6 MINIMUM EMBEDMENT REQUIREMENT5. SUBSTITUTES PROP05ED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH IGBO REPORT5 INDICATING EQUIVALENT OR 6REATER LOAD CAPACITIES. IN ADDITION, 5UB5TITUTION5 SHALL MEET I650 ACCEPTANCE CRITERIA AG01. SPECIAL INSPECTION IS REQUIRED FOR ALL EXPANSION BOLT INSTALLATION. EXPANSION BOLTS SHALL NOT BE USED AS SUBSTITUTES FOR EMBEDDED ANCHOR BOLTS UNLE55 5PEGIFI6ALLY APPROVED BY THE STRUCTURAL EN6INEER. 18. DRIVE PINS AND OTHER POWDER -ACTUATED FASTENERS SHALL BE HILTI LOW -VELOCITY TYPE (0.145" DIAMETER UNLESS OTHERWISE NOTED), OR AN APPROVED EQUIVALENT IN 5TREN6TH AND EMBEDMENT. INSTALL IN STRICT ACCORDANCE WITH IGBO REPORT NO. 2388. MINIMUM EMBEDMENT IN CONCRETE SHALL BE 1" UNLE55 OTHERWI5E NOTED. MAINTAIN AT LEAST 3" TO NEARE5T CONCRETE ED6E. Iq. EPDXY-6ROUTED RODS OR REBAR TO GONGRETE OR MASONRY SPECIFIED ON THE DRAWING SHALL BE 6ROUTED WITH "5ET EPDXY -TIE ADHESIVE" AS MANUFACTURED BY 5IMP50N 5TRON6-TIE COMPANY, INC. IN5TALL IN STRICT ACCORDANCE WITH I050 REPORT NO. 527q, INGLUDIN6 MINIMUM EMBEDMENT REQUIREMENTS. 5UB5TITUTE5 PROP05ED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH ICBO REPORTS INDICATIN6 EQUIVALENT OR 6REATER LOAD GAPAGITIES. IN ADDITION, 5U55TITUTION5 SHALL MEET I6BO ACCEPTANCE CRITERIA (A658 FOR GONGRETE AND NEW MA50NW APPLICATIONS, A660 FOR UNREINFORGED BRICK MASONRY). SPECIAL INSPECTION OF EPDXY-6ROUTED ANCHOR INSTALLATION I5 REQUIRED. PROVIDE SCREEN TUBES AT HOLLOW GMU. 50REEN TUBES ARE NOT REQUIRED AT CONCRETE OR 50LID GMU. HOLES IN HOLLOW GMU SHALL BE CORE DRILLED. HOLES IN CONCRETE AND 50LIPLY 6ROUTED MASONRY MAY BE DRILLED BY CORIN6 OR ROTO-HAMMER UNLE55 NOTED OTHERWI5E. EPDXY 6ROUTED RODS OR REBAR SHALL NOT BE USED AS SUBSTITUTES FOR EMBEDDED ANCHOR BOLTS UNLE55 SPECIFICALLY APPROVED BY THE STRUCTURAL EN6INEER. RENOVATION: 20. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTIN6 CONDITIONS BEFORE COMMEN6IN6 ANY DEMOLITION. 5HORIN6 SHALL BE INSTALLED TO SUPPORT EXI5TIN5 CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. EXI5TIN6 REINFORGIN6 SHALL BE 5AVED WHERE AND A5 NOTED ON THE DRAWING. 5AW CUTTING, IF AND WHERE USED, SHALL NOT GUT EXI5TIN6 REINFORGIN6 WHICH I5 TO BE 5AVED. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMA6E OR OVERLOAD THE EXI5TIN6 STRUCTURE, LIMIT CONSTRUCTION LOADIN6 (INGLUDIN6 DEMOLITION DEBRIS) ON EXI5TIN6 FLOOR SYSTEMS TO 40 P5F. A. ALL NEW OPENIN65 THROUGH EXI5TIN6 MA50NW OR CONCRETE WALL5, SLABS, AND BEAMS SHALL BE ACCOMPLISHED BY 5AWCUTTIN6 WHEREVER P055IBLE. UNLE55 OTHERWISE NOTED, ALL NEW OPENIN65 SHALL BE 5AWGUT NEAT AND CLEAN; NO OVERCUTTIN6 AT OPENIN6 CORNERS SHALL BE ALLOWED. A5 REQUIRED, CORE DRILL CORNERS AND CHIP, 6RIND OR OUT THE TO PROVIDE THE REQUIRED DIMEN5ION5. B. CONTRACTOR SHALL VERIFY ALL EXI5TIN6 CONDITIONS AND LOCATION OF MEMBER5 PRIOR TO GUTTING ANY OPENIN65. G. SMALL ROUND OPENIN65 SHALL BE ACCOMPLISHED BY GORE DRILLING, IF POSSIBLE. 21. CONTRACTOR SHALL CHECK FOR DRYROT AT ALL EXTERIOR WALL5, EXI5TIN6 TOILET ROOM FLOORS AND WALL5, AREAS 5HOWIN6 WATER STAINS, AND ALL WOOD MEMBERS IN BASEMENT AND CRAWL 5PAGE5. ALL ROT SHALL BE REMOVED AND DAMA6ED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER OR ARCHITECT. CONCRETE: 22. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH UBC SECTION 1g05 AND AGI 301. CONCRETE SHALL ATTAIN A 28-DAY 5TW*TH OF f'c = 5,000 P5I AND MIX SHALL CONTAIN NOT LE55 THAN 5 1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LE55. THE MINIMUM AMOUNTS OF 6EMENTITIOU5 MATERIAL MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX I5 SUBMITTED TO THE STRUCTURAL EN6INEER AND T1E BUILDIN6 DEPARTMENT FOR APPROVAL TWO NIK5 PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE A66RE6ATE, WATER AND ADMIXTURES, A5 WELL AS THE WATER -CEMENT RATIO, SLUMP, CONCRETE YIELD AND 5UB5TANTIATIN6 5TREN6TH DATA IN ACCORDANCE WITH AGI 318-15, CHAPTER 5. REVIEW OF MIX SUBMITTALS BY THE EN6INEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS 6ENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RE5PON5IBILITY FOR SPECIFIED PERFORMANCE. ALL CONCRETE WITH SURFACES EXP05ED TO 5TANDIN6 WATER SHALL BE AIR -ENTRAINED WITH AN AIR -CONTENT GONFORMIN6 TO UBG TABLE 161-A-1. 23. REINFORCING STEEL SHALL CONFORM TO A5TM Ab15, 6RADE bO, fy = 60,000 P5I. EXGEPTION5: 6RADE bO REINFORCIN6 BARS WHICH ARE TO BE MELDED SHALL CONFORM TO A5TM A706. REINFORCEMENT COMPLYIN6 WITH A5TM Ab15(51) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDIGATIN6 CONFORMANCE WITH WELDIN6 PROCEDUW5 SPECIFIED IN A.W.5. DIA A2 ARE SUBMITTED. MELDED WIRE FABRIC SHALL CONFORM TO A5TM Ai85. 24. REINFORCIN6 STEEL SHALL BE DETAILED (INGLUDIN6 HOOK5 AND BENDS) IN ACCORDANCE WITH AGI 315-q2 AND 318-15. LAP ALL CONTINUOUS REINFORCEMENT IN ACCORDANCE WITH "REINFORCEMENT SPLICE AND DEVELOPMENT LEN6TH 5GHEDULE.11 PROVIDE CORNER BARS AT ALL WALL AND FOOTIN6 INTER5EGTION5. LAP ADJACENT MATS OF MEWED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS OTHERWI5E NOTED ON THE DRAWING OR APPROVED BY THE STRUCTURAL EN6INEER. 25. CONCRETE PROTECTION (COVER) FOR REINFORCIN6 STEEL SHALL BE AS FOLLOW5: FOOTIN65 AND OTHER UNFORMED SURFACES CAST A6AIN57 AND PERMANENTLY EXP05ED TO EARTH 3" FORMED SURFACES EXP05ED TO EARTH (i.e. WALL5 BELOW 6ROUIT) OR WEATHER (#b BARS OR LAR6ER). . . 2" (#5 BARS OR SMALLER). . . 1 1/2" SLABS AND WALL5 (INTERIOR FACE) . . . . . . . . . 6REATER OF (BAR DIAMETER PLUS 1/8") or . . 3/4" 2b. CA5T-IN-PLACE GONGREE: 5EE ARCHITECTURAL DRAWING FOR EXACT LOCATIONS AND DIMEN5ION5 OF DOOR AND WINDOW OPENING IN ALL CONCRETE WALL5. 5EE MECHANICAL DRAWIN65 FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENING THROU6H CONCRETE WALL5. 5EE ARCHITECTURAL DRAWING FOR ALL 6ROOVES, NOTCHES, GHAMFER5, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINI5H DETAILS AT ALL EXP05ED CONCRETE 5URFAGE5. 21. BONDING A6ENT SHALL BE "CONGRE5IVE LIQUID LPL" BY GHEMREX, INC. OR EQUIVALENT, AND SHALL BE USED WHERE NEW CONGRETE I5 PLACED A6AIN5T EXI5TIN6 CONCRETE. PLACE IN STRICT ACCORDANCE WITH MANUFACTURER'5 INSTRUCTIONS, INGLUDIN6 PREPARATION OF EXI5TIN6 SURFACES. 28. NON-5HRINK 6ROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT AGGORDANGE WITH THE MANUFACTURER'S INSTRUCTIONS. 6ROUT 5TRE_%TH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT I5 PLACED (5,000 PSI MINIMUM). STEEL: 2q. STRUCTURAL 5TEEL DE5I6N, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.I.5.6. 5PEGIFICAT ION5 AND CODES: 1. SPECIFICATION FOR STRUCTURAL STEEL BUILDIN65-ALLOWABLE 5TRE55 AND PLASTIC DE5I6N, OR LOAD AND RE5I5TANCE FACTOR DE5I6N SPECIFICATION FOR STRUCTURAL STEEL BUILDIN65. 2. CODE OF STANDARD PRACTICE FOR STEEL BUILDIN65 AND BRIDGES, ADOPTED JUNE 10, 1gg2, AMENDED BY THE DELETION OF THE FOLLOWIN6 PHRASE IN PARA6RAPH 4.2.1: "THIS APPROVAL CONSTITUTES ACCEPTANCE BY THE OWNER'5 AUTHORIZED TENTATIVE OF DE5I6N RE5PON5IBILITY FOR THE STRUCTURAL ADEQUACY OF SUCH CONNECTIONS." IN REFERENCE TO 5EGTION 3.1.I, FABRICATOR SHALL REVIEW PROJECT 5PECIFIGATION5 AND ARCHITECTURAL DRAWING TO DETERMINE PAINTIN6 REQUIREMENT5. MEMBERS EMBEDDED IN CONGRETi= OR TO RECEIVE SPRAY -ON FIREPROOFIN6 SHALL NOT BE PAINTED. IN FEFERENCE TO SECTION 5.5, FABRICATOR SHALL FOLLOW PROJECT 5PECIFICATION5 TO VERIFY EN6INEER'5 INTENT IN THE EVENT OF DISCREPANCIES BETWEEN DRAWIN65 AND SPECIFICATIONS. 3. 5PECIFI6ATION FOR STRUCTURAL JOINTS U5IN6 A5TM A325 OR A4gO BOLTS. CONTRACTOR SHALL AL50 COMPLY WITH 05HA RE6ULATION 2q GFR PART 1g26 SUBPART R-5TEEL ERECTION, PUBLISHED JANUARY Ib, 2001. MI5GELLANEOU5 PLATES FOR 6UYIN6 GABLE ATTACHMENT5, TEMPORARY JOI57 BRACIN6, ETC. SHALL BE ADDED AS REQUIRED. CONTRACTOR SHALL EVALUATE COLUMNS AND PROVIDE ADEQUATE BASE PLATE SHIMS, 6UY5, OR TEMPORARY BRACING AS REQUIRED PER SECTION lg2b.755. 30. 5TRUGTURAL STEEL SHALL CONFORM TO THE FOLLOWIN6 REQUIREMENT5: TYPE OF MEMBER A5TM SPECIFICATIONu A. WIDE FLANGE Agg2 50 K5I B. PLATES, AN6LE5, CHANNELS, AT 5HAPE5 AND RODS A3b 3b K5I C. 5PEGIAL SHAPES (NOTED 6RADE 36 ON DRAWING) A3b 36 K5I D. PLATES (NOTED 6RADE 50 ON DRAWIN65) A512 50 K5I E. PIPE MEMBERS A53 (TYPE E OR 5, 6RADE B) 35 K5I F. STRUCTURAL TUBING (SQUARE OR REGTAN6ULAR) A500 (GRADE B) 4b K5I 6. ANCHOR BOLTS (EMBEDDED IN MASONRY OR CONCRETE) A301 H. CONNECTION BOLTS (3/4" ROUND, UNLE55 OTHUM15E NOTED) A325-N 31. DIMEN5IONAL TOLERANCE FOR STRUCTURAL STEEL MEMBERS SHALL BE PER THE AISG CODE OF STANDARD PRACTICE FOR STEEL BUILDIN65 AND BRID6E5, SECTION 6.4 AND A5TM SPECIFICATION Ab. UNLE55 SPECIFICALLY ALLOWED BY THE EN6INEER, COLUMN MEMBERS SHALL NOT BE MODIFIED BY THE ROTARY 5TRAI6HTENIN6 PROGE55. 32. ARCHITECTURALLY EXP05ED STRUCTURAL 5TEEL SHALL CONFORM TO SECTION 10 OF THE A.I.5.0. CODE OF STANDARD PRAGTIGE FOR 5TEEL BUILDIN65 AND BRIDGES, ADOPTED JUNE 10, lgg2. ANY STEEL THAT I5 TO BE EXP05ED TO VIEW UPON COMPLETION OF THE PROJECT SHALL BE CONSIDERED ARCHITECTURALLY EXPOSED. 34. ALL HELD IN6 SHALL BE IN CONFORMANCE WITH A.I.5.C. AND A.K.5. STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDER5 U5IN6 EIOXX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY A.W.S.) SHALL BE USED. WELDIN6 OF 6RADE 60 REINFORGIN6 BARS (IF REQUIRED) SHALL BE PERFORMED U5IN6 LOY HYDROGEN ELECTRODES. WEWIN6 OF 6RADE 40 REINFORCIN6 BARS (IF REQUIRED) SHALL BE PERFORMED U5IN6 EIOXX ElEGTRODE5. WELDIN6 WITHIN 4" OF COLD BENDS IN REINFORCIN6 STEEL I5 NOT PERMITTED. 5EE REINFORCEMENT NOTE FOR MATERIAL REQUIREMENT5 OF NEL.DED BARS. ALL WELDS INDICATED ON THE DRAWING AS "NOTCH TOU6H WELD FILLER MATERIAL REQUIRED" SHALL BE MADE WITH A FILLER hELD METAL THAT HAS A MINIMUM GHARPY V-NOTCH TOU6HNE55 OF 20 FT./LB5. AT MINUS 20 DE6REE5 F, A5 DETERMINED BY AW5 CLASSIFICATION OR MANUFACTURER CERTIFICATION. 35. METAL FLOOR DECKIN6: PROVIDE 5I7E, TYPE, 6A6E, AND ATTACHMENT TO THE 5UPPORTIN6 STRUCTURE A5 SHOWN ON THE DRAWING. ALTERNATES MUST BE CONNECTED AGGORDIN6 TO PUBLISHED IGBO CRITERIA FOR DIAPHRA6M SHEARS SHOWN. PROVIDE 5HORIN6 WHERE REQUIRED PER MANUFACTURER'S PUBLISHED CRITERIA. ALL DECKING SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL DECK INSTITUTE. SUBMIT DECK INFORMATION TO ARCHITECT AND ENGINEER PRIOR TO BE6INNIN6 SHOP DRAWIN65. 36. GOLD -FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND 6A6E 5HOWN ON THE DRAWIN65. NOTATIONS ON THE DRAWIN65, RELATING TO MEMBER TYPE5 AND SIZES OR MI5CE1 LANEOU5 FRAMIN6 ITEMS, REFER TO CATAL06 NUMBERS OF MEMBERS MANUFACTURED BY KNORR STEEL FRAMIN6 5Y5TEM5, SALEM, OR. PRODUCTS BY OTHER MEMBERS OF THE "57EL STUD MANUFACTURER'5 ASSOCIATION" MAY BE 5UB5TITUTED FOR FRAMIN6 SHOWN, PROVIDED THEY ARE EQUIVALENT IN SHAPE, SIZE, 5TIFFNE55, AND 5TREN6TH, AND CONFORM TO IGBO REPORT NO. 4g43. ALTERNATE FRAMIN6 SHALL BE SUBJECT TO REVIEW BY THE ARCHITECT AND STRUCTURAL EN6INEER PRIOR TO FABRICATION. ALL COLD -FORMED STEEL FRAMIN6 SHALL AL50 CONFORM TO THE A.I.5.I. "5PEGIFICAT ION FOR THE DE5I6N OF GOLD -FORMED 5TEEL STRUCTURAL MEMBERS. 11 37. DEFORMED BAR ANGHOR5 SHALL BE TYPE D2L ANCHORS BY NEL50N STUD WELDIN6 DIVISION, TRW ASSEMBLIES AND FA5TENEE5 6ROUP, OR EQUIVALENT. ANCHORS SHALL BE MADE FROM GOLD ROLLED, DEFORMED STEEL CONFORMNN6 TO A5TM A-4% . WOOD: 38. FRAMIN6 LUMBER SHALL BE KILN DRIED OR MG-1q, AND 6RADED AND MARKED IN CONFORMANCE WITH W.G.L.B. STANDARD 6RADIN6 RULE5 FOR WEST COAST LUMBER NO. 11. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS: (2x MEMBERS) I-EM-FIR NO. 2 MINIMUM BASIC DE5I6N 5TRE55, Fb = 850 PSI, Fv = 15 PSI (3x AND 4x MEMBERS) HEM -FIR NO. 1 MINIMUM BASIC PS16N 5TRE55, Fb = 150 P5I, Fv = 15 P5I BEAMS AND 57RIN6ER5: DOU6LA5 FIR NO. 1 (INGLUDIN6 bx AND LAR6ER MEMBERS) MINIMUM BASIC DE5I6N 57RE55, Fb = 1350 P5I, Fv = 85 P5I POSTS: (4x MEMBERS) HEM -FIR NO. 1 MINIMUM BA5IC DE5I6N STRESS, Fc = 1300 P5I, E = 1500 K5I (bx 4 LARGER MEMBER5) DOU6LA5 FIR NO. 1 MINIMUM BA5I6 DE5I6N STRESS, Fc = 1000 P5I1 E = 1b00 K5I STUDS, PLATES, LED6ER5 4 HEM -FIR NO. 3 OR STUD 6RADE MI5GELLANEOU5 LI6HT FRAMIN6: MINIMUM BA5I6 DE5I6N 57RE55, Fb = 500 P5I, E = 1200 K5I Fc = 125 P5I NOTE: FIN6ER JOINTED STUDS MAY BE SUBSTITUTED ONLY IF THEY MEET PRE5GRIBED 5TRE55 CRITERIA. NOTE: WHERE NOTED ON THE DRAWING, PLATES SHALL BE DOU6LA5 FIR NO. 3 OR STUD 6RADE. 51. ROOF, FLOOR 4 WALL 5HEATHIN6 SHALL BE APA RATED, EXTERIOR OR EXP05UK 1 PLYWOOD, IN CONFORMANCE WITH UBC STANDARD NO. 23-2. APA RATED, EXTERIOR OR EXP05URE 1 ORIENTED STRAND BOARD (05B), IN CONFORMANCE WITH UBG STANDARD NO. 23-3 MAY BE USED IN LIEU OF PLYWOOD AT INTERIOR VERTICAL SURFACES ONLY. 5HEATHIN6 SHALL BE MANUFACTURED UNDER THE PROVISIONS OF VOLUNTARY PRODUCT STANDARDS P51-q5 OR P52-g2, OR APA PW-105 PERFORMANCE STANDARDS AND POLICIES FOR STRUCTURAL USE PANELS. SEE DRAWING FOR THICKNE55, SPAN RATIN6, AND NAILIN6 1EQUIREMENT5. UNLE55 OTHERWI5E NOTED, WALL 5HEATHIN6 SHALL BE 1/2" (NOMINAL) WITH SPAN RATING OF 24/0. 6LUE FLOOR 5HEATHIN6 TO ALL 5UPPORTIN6 MEMBERS WITH ADHE5IVE GONFORMIN6 TO APA SPECIFICATION AF6-01. 40. ALL WOOD PLATES IN DIRECT CONTACT WITH GONGRETE OR MASONRY SHALL BE PRE55URE-TREATED WITH AN APPROVED PRESERVATIVE. PROVIDE 2 LAYERS OF A5PHALT-IMPRE6NA7ED BUILDIN6 PAPER BETWEEN UNTREATED LED5ER5, 5LOGKIN6, ETC., AND CONCRETE OR MASONRY, 41. TIMBER CONNECTORS GALLED OUT BY LETTERS AND NUMBERS SHALL BE "5TRON6-TIE" BY 5IMP50N COMPANY, A5 5PE61FIED IN THEIR CATALO6 NO, 6-2002. ALTERNATE CONNEGTOR5 MAY BE USED 5UB.E6T TO REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER. A CURRENT NER OR IGBO REPORT AND A LI5T 5TATIN6 THE ITEM -FOR -ITEM SUBSTITUTION MUST BE SUBMITTED TO THE STRUCTURAL EN6INEER FOR ANY PROP05ED SUBSTITUTES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EN6INEERIN6 COSTS RELATIN6 TO REVIEW AND/OR RE -DESIGN TO ACCOMMODATE PROP05ED SUBSTITUTIONS. PROVIDE NUMBER AND SIZE OF FASTENERS AS 5PEGIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. WHERE CONNECTOR STRAPS CONNECT 7M MEMBER5, CENTER 5TRAP ON JOINT AND PROVIDE NUMBER AND 5IZE OF FA5TENER5 A5 SPECIFIED BY MANUFACTURER, WITH EQUAL NUMBER AND SIZE OF FASTENERS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO A5TM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LA6 50REW5 BEARIN6 ON WOOD. ALL SHIMS SHALL BE 5EA50NED AND DRIED AND THE SAME 6RADE (MINIMUM) AS MEMBERS CONNECTED. ALL J0I5T5 AND MULTIPLE J0I5T BEAM5 SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" 5ERIE5 J0I5T HAN6ER5, UNLE55 CTHERN15E NOTED. 42. WOOD FRAMIN6 NOTE5: THE FOLLOWIN6 APPLY UNLE55 OTHERN15E NOTED ON THE DRAWING: A. ALL WOOD FRAMING DETAILS SHALL BE CON5TRUGTED TO THE MINIMUM 5TANDAF05 OF THE UBC. MINIMUM NAILIN6 SHALL CONFORM TO UBC TABLE 23-II-6-1 OR CURRENT IGBO REPORT NER-272. COORDINATE THE 5IZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LA6 BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO 11g1 W5 5E6TION 1.1.2, AND INSTALLATION OF BOLTS SHALL CONFORM TD lggi N95 SECTION 8.1.2. B. WALL FRAMING: TWO STUDS MINIMUM SHALL BE PROVIDED AT THE ENDS OF ALL WALLS, UNLE55 OTHERWI5E NOTED PROVIDE 50LID BLOGKIN6 FOR WOOD COLUMNS THROU6H FLOOR 5PAGE5 TO 5UPPORT5 BELOW. ALL 57UP WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMIN6 BELOW WITH 16d NAILS AT 1211oc 5TA66ERED OR BOLTED TO CONCRETE WITH 2" DIAMETER ANCHOR BOLTS # b'-0"oc PER UBC 180b.b (EMBED I"), UNLE55 OTHERWI5E NOTED. 2" x 2" x J" PLATE KA5HER5 SHALL BE USED WITH ALL SILL PLATE ANCHOR BOLTS PER UBC 180b.b.1. INDIVIDUAL MEMBERS OF BUILT-UP STUD POSTS SHALL BE NAILED TO EACH OTHER WITH lbd ® 12"oc 5TA66ERED. C. FLOOR AND ROOF FRAMIN6: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LEN6TH AND AROUND ALL OPENIN65 IN FLOORS OR ROOFS. PROVIDE BRIDGING ® 8'-0"oc AND 50LID BLOGKIN6 AT ALL BEARIN6 POINTS. TOENAIL J0I5T5 TO SUPPORTS WITH TWO lbd NAILS. ATTACH TIMBER JOI5T5 TO FLUSH HEADER5 OR BEAM5 WITH 5IMP5ON METAL J0I5T HAN6ER5 IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI -JOINT BEAMS TOGETHER NITH 16d ® 1211oc 5TA66ERED. ROOF AND FLOOR 5HEATHIN6 SHALL BE LAID UP WITH 6RAIN PERPENDICULAR TO SUPPORTS AND NAILED AS SHOWN ON THE DRAWINGS. PROVIDE APPROVED PANEL ED6E CLIPS CENTERED BETWEEN JOI5T5/TRUS5E5 AT UNBLOCKED ROOF 5HEATHIN6 SXE5. ALL FLOOR 5HEATHIN6 ED6E5 SHALL HAVE APPROVED TON6UE-AND- 6ROOVE JOINTS OR SHALL BE SUPPORTED WITH 50LID BLOGKIN6. ALLOW 1/8" 5PAGIN6 AT ALL PANEL ED6E5 AND END5 OF FLOOR AND ROOF 5HEATHIN6. TOENAIL BLOCKIN6 TO SUPPORTS WITH 16d ® 12"oc. AT BLOCKED FLOOR AND ROOF DIAPHRA6M5, PROVIDE FLAT 2x BLOCKING AT ALL UNFRAMED PANEL ED6E AND NAIL WITH EDGE NAILING SPECIFIED. D. NAILIN6: ALL NAIL5 SPECIFIED ON THE DRAWING WERE DES I6NED TO BE 6ALVANIZED BOX OR POWER DRIVEN NAILS. MINIMUM NAIL DIAMETER AND LEN6TH SHALL BE A5 FOLLOWS: BOX NAILS POWER DRIVEN EQUIVALENT 5HEATHIN6 NAILS Sd 0.131" x 2 1/4" 10d 0.148" x 2 1/2" FRAMIN6 NAILS IOd 0.14511 x 511 1bd 0.148" x 3 1/4" SHEET INDEX: 51.1 GENERAL STRUCTURAL NOTES 52.1 FOUNDATION PLAN 52.2 MEZZANINE FRAMIN6 PLAN 52.5 ROOF FRAMIN6 PLAN 55.1 GONGRETE DETAIL5 55.1 STEEL DETAILS 55.2 MEZZANINE DETAILS 55.5 MI5G. MEZZANINE DETAILS Pier 56 12ol Alaskan Way Suite 200 Seattle, WA 98ioi TEL 2o6 623.3344 FAX 2o6 623.7005 COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 217 PINE STREET . SUITE 300 P. 2061343-0460 SEATTLE, WA 98101 F. 206/343-5691 CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: Renton, WA DDCDADCII CAD. City of Renton KEYMAF NC. DATE RENSIO% PARTNER IN CHA TRL PROJECT MANAGER EAD PROJECT ENGINEER MAA PROJECT TEAM MEMBERS LM H CHECK EAD ENGINEER SEAL EXPIRES 1/22/05 T,TL E GENERAL STRUCTURAL NOTES PROJECT NO. S020027-22 DATE 01-28-03 PROJECT NETWORK PAT` 56.1 WOOD DETAIL5 LNTUN RECEIVED SHEET NUMBER 8 2003 Sii BUILDING DIVISION ■ BID SET COPYRIGHT© 2003 MITHUN, INC. Inv Rpm_. _. _.. - I MITHUN Architects+Designers+Plan ners Pier 56 12oi Alaskan Way Suite 200 Seattle, WA 98i of TEL 2o6 623.3344 Fax 2o6 623.7005 1 2 3 n n n n n 10 11(12) Zoa'-a" 14'-411 20'-0" 20'-0" 201-011 20'-0" 20'-0" 20'-0" 201-0" 20'-0" 20'-0" I51-411 1121I �II 31_bI1 ' 3'-b" � il" COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION I' -I I II 217 PINE STREET . SUITE 300 P. 206/343-0460 SEATTLE WA"101 F: 2061343-5691 14/53.1 0 IS/53.1, 30/552 424/55.2 24/55.3 Ib/53.1 4 24/552 < 24/55.3 - RAMP 30/552 j �, 21/53.1 PER ARGH'L -. _ _ CITY OF RENTON 24/53.1 1 o Q I L ----- - -� I F I--; ------------- -0" L - - - - - - ' B ix0 g I - I I< G I I TYP. I I .. BF- ' ` I TOP OF 5LAB \ I I BB , • • I L I - I ELEVATION = -D'-0" + TOP OF SLAB j; i I i I_m. e `� I I 1+� p?' 1L_ I i F ELEVATION =-OI_0'I Ii I II l.Li IL cn PROJECT: -0 -10 I_ I I I1 I I O r +0 -8 LYai CQ �I I �J 1 -- -- - I - --- -- L��--- ' �, 24/�3.1 .1 RENTON PAVILION - L'° I 1 '� I I 24/53 -� I. E I I I 1 r _nE - - - -- -- - _ r _... - --- - - --- --- - _ _ __ _ --- --- - -. - - - ----- _ n_ --- _ B LOCATION: ---- 51M. 24/53.1 FA_2l .L _ J -� � A � _ � L J L J A � _ � L J L J LJ I 24/53. � Renton' WA ' � 2Q/53.1 SIM.1 0T5 364 MIN FOR 5LOPE 5 AB TO I I IM 0 u' PREPARED FOR: - DOOR PANEL MB 5UPPORT. FLOOR RAIN. I I EXTENT 4 COISIN5. PER MFR. TYP. AT TROOMS I City of Renton e+ - - - - - - - - - - - - - C v� } 8+ I _ _ o TOP OF SLAB SLAB -ON -GRADE ELEVATION = -I'-b" PER PLAN NOTE I 11/53.1 m cc� L - u' G %-=` - - - - - - - - - - - - - - i - E -��` J FT E � --I L_ _ -- -- G _ __---- - _._._._ ____-__-_ ___ _._.--- .-_ -.__-----____ _. - -- --- o 4'-12" � �_ � II KEYMAP 14/53.1� IS/53.1 `' q -I � I I NO. DATE REVISION FOUNDATION PLAN 50ALE: 16"=111_011 PARTNER IN CHARGE TRL PROJECT MANAGER EAD PROJECT ENGINEER MAA PLAN NOTES: LEGEND: PROJECT TEAM MEMBERS I. 5LAB ELEVATION SHALL BE A5 5HOAN IN PLAN. SLAB -ON -GRADE 5HALL BE 4" THICK LMH WITH bxb W1.401.4 MM AT CENTER, U.O.N. PROVIDE 50-6RADE PER PROJEGT5 x'-x" TOP OF 5LAB ELEVATION cHECK EAD 5PECIFIGATION5. PROVIDE RIGID INSULATION PER MECHANICAL DRAWING5. TOP OF FOOTING ELEVATION 5EE ARCHITECTURAL DRAWING5 FOR SLAB DEPRE55ION AND 5LOPE REGUIREMENT5. IF ENGINEER SEAL APPROVED BY OWNER AND ARCHITECT, SLAB MAY BE REINFORCED WITH FIBROUS O FOOTING MARK PER 18/53.I REINFORCEMENT PER GENERAL STRUCTURAL NOTES IN LIEU OF MM. EX. CONCRETE THI5 LEVEL 2. PROVIDE GON5TRUGTION/CONTROL JOINTS IN SLAB5 ON GRADE To DIVIDE SLAB INTO d RECTANGULAR AREAS 400 5GUARE FEET OR LE55. AREA5 5HALL BE APPROXIMATELY BRACED FRAME PER DETAIL 10/55.2 5GUARE AND HAVE NO ACUTE ANGLE5. JOINT LOCATION5 MUST BE APPROVED BY THE �F- ARCHITECT. SEE 4/53.1 V4 3 BRACED FRAME PER DETAIL b/55.2 3. TOP5 OF ALL FOOTIN65 5HOWN IN THI5 PLAN 5HALL BE AT ELEVATION-2'-4", U.O.N. '�SIUNAL CONTRACTOR SHALL COORDINATE WITH FINAL 51TE 6RADE5 AND MAINTAIN DEPTH OF FOOTINC75HOINN ON THE DRAY065. EXPIRES 1/22/05 4. 5EE ARCHITECTURAL/MECHANICAL/CIVIL DRAWIN65 FOR UNDER5LAB PIPING. FOOTINC75 MAY BE LOWERED TO AVOID CONFLICT5.5EE 4/53.1 nTLE FOUNDATION PLAN PROJECT NO. S020027-22 DATE 01-28-03 PROJECT NETWORK PATH SHEET NUMBER 11 1 OF RENTON RECEIVED S2ml .BAN 2 8 2003 BUILDING DIVISION BID SET COPYRIGHT© 2003 MITHUN, INC. 1 MITHUN Architects+Designers+Planners L3005162-54 16110C Cl/55.1 T5 bx6xh 4 T v 17/55.1 V 3x DECKING [FLAT] < I b/55.1 ® I BF-5 x .a � •a •\ l0 � .a .a 1� \ 11 •\ .a •a y \ 1 ! i i .a /55.1 1 = 3/55.I - -- �- -,-- - ' AI422 x. N T5 bxbxi2 T5 bxbx%4 s: i' /55.1 � T51 bxbxi2 x x I u, T5 bxbx/4 T5 bx x. Nz C T5 bxbx%4 X 14/55.1 N v) - T5 bxbx%2 - I AI4x22 i .. ; r x AI4x22 -. -- - - - ^ AI4x2b ^AI4x22 i`1/55.3 i l; it li 1 i r -. ..yY ._..- _- -.- _- - _•- f�.--_ _. ...-_.- _ -� .�_-_-._- _ _ - I - - --ft. MEZZANINE FRAMING PLAN 5GALE: V8"=111-0" 45 PLAN NOTES: I. TYPICAL CONCRETE -FILLED METAL DECK 5LAB CON515T5 OF IV2" METAL DECK WITH 2V2" OF CONCRETE COVER PER 6/55 . PROVIDE ADDITIONAL REINFORCING A5 5HOAN ON DRAAIN65. 2. TOP OF STEEL ON TH15 PLAN ARE A5 FOLLOA5: • 8'-10" AT MEZZANINE STRUCTURE • q'-10" AT EAST AND AE5T 5OFFIT5 • 10'-4" FOR PERIMETER EXTERIOR CHANNEL5 DECK & TOPPIN6 PER PLAN NOTE 1. AI422 161I422 _ ASx10 _ i 1 CO 5 A X < ' I Ix L LL- ---------------------------------------_ --- - O PP AI422 ! AI4x22 A14x22 Ln X = ~ T5 bxbxl4 T5 bx6xV2 x - - T5 bx6x/4 X C4 %3 T5 bxbxr2 3x DECKING I [FLAT] } FOO cx ' 15 6x6x 4 f T5 bxbxV2 11 ; n, 16/55. ' x 1T5 bxbx%4 22/55.1 T5 bxbxV2 _- 1G12x31 __ �, _:_.__�_ MGI2x3t _ - _� _ , Y - -!� 28/55.1 MG12x31 LEGEND: 777 5PAN DIRECTION OF DECKIN6 TOP OF STEEL BEAM ELEVATION x'-x" TOP OF 5LAB ELEVATION E3f:'-- BRACED FRAME PER DETAIL 10/55.2 BF —A/ B BRACED FRAME PER DETAIL 6/55.2 Pier 56 1201 Alaskan Way Suite 200 Seattle, WA 981 of TEL 2o6 623.3344 FAX 2o6 623.7005 COUGH LIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 217 PINE STREET - SUITE 300 P. 2061343-0460 SEATTLE, WA 9810I R 206/343-5691 CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton KEYMAP N0. DATE REVISION PARTNER IN CHA TRL PROJECT MANAGER EAD PROJECT ENGINEER MAA PROJECT TEAM MEMBERS LM H CHECK EAD ENGINEER SEAL EXPIRES 1/22/0 TITLE MEZZANINE FRAMING PLAN PROJECT N0. S020027-22 DATE 01-28-03 PROJECT NETWORK. PAT. SHEET NUMBER CITY OF RENTON RECEIVED S2m2 JAN 2 8 2003 BUILDING DIVISION BID SET COPYRIGHT© 2003 MITHUN, INC. MITHUN Arch itects+Designers+Planners 0 2 3 4 5 6 7 8 9 10 11 12 12/56.1 T`(P. AT 5UN50REEN ROOF FRAMING PLAN 5GALE: VQ 11= 1 11^OII PLAN NOTES: I. N=n KUUr- t)MVAIMIN(7 t)MALL D= 16' rLTYYUw (rANtL SrAN KAI INC7 1/IE7J. NAIL tD�AIHINC7 AT ALL FRAMED PANEL EDGE5, DIAPHRAGM BOUNDARIE5, 5TRUT5, BLOCKING, AND 5HEAR WALL5 BELOW YV/ 10d ® 4"oc. NAIL 5HEATHIN6 AT ALL INTERMEDIATE 5UPPORT5 W/ 10d @ 12 "oc, U.O.N. 2. TOP OF 5HEATHING ELEVATION5 ARE A5 INDICATED ON ARCHITECTURAL DRAWIN65. 4 ]� 51MP50N HU HANGER I s I LEGEND: 5PAN DIRECTION OF FRAMING MEMBERS G a_ Pier 56 1201 Alaskan Way Suite 200 Seattle, WA 981 of TEL 2o6 623.3344 FAX 2o6 623.7005 COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 217 PINE STREET - SUITE 300 P: 2061343-0460 SEATTLE, WA"101 F. 206/343-5691 CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton KEYMA� V DAT REVISION PARTNER IN CHARGE TRL PROJECT MANAGER EAD PROJECT ENGINEER MAA PROJECT TEAM MEMBER; LM H CHECK EAD ENGINEER SEAL EXPIRES 1/22/0S nTLE ROOF FRAMING PLAN PROJECT NO. S020027-22 DATE 01-28-03 PROJECT NETWORK PATS CITY OF RENTON RECEIVED SHEET NUMBER JAN 2 8 2003 S2m3 BUILDING DIVISION BID SET COPYRIGHT © 2003 MITHUN, INC. Ian .I 11 bit co I � i 0 0 0 If ' 5/� ,1 PLAN 7 R IIIj"xl5"xl'-6" W/ (4)5/ " � ANCHOR BOLTS 2 EXG ALL TH15 NOTE: WHERE STEEL 15 EXP05ED TO SOIL, GALVANIZE STEEL AND PROVIDE 4" MIN. CONGRETE.GOVER. 1! 11 i II i 11 IRIt i i iv PLAN COL. I' -ID" R. N xl8"xI'-b" W/ (0/4"41) ANCHOR BOLTS Its)I Ji )NC. OR — . zo un ; , � � � U WALL w � QIR -� cn Q � ~ 0 z = Q Oco (3 •. �. v PE SLEEVES A5 O ADJACENT :NETRATION5 SHALL SPACED A MIN. - = (4) DIAMETERS ON =NTER UNLE55 OTHER- 2'-0" MIN. 5E APPROVED BY THE 5TRUGTURAL ENGINEER P COL. PER PLAN -� rLHN a d _AN d ° a d a d < d C d C d°a e a SLAB -ON -GRADE PER PLAN 3701 4 R. V21Ixl2"xl'-O" W/ (4)3/ "0 EXP. BOLTS I 24 ® q "oc, E.W. #4 x-1 24"oc (EMBED 45/4") SLAB -ON -GRADE �- PAYING PER PLAN / BY OTHER5 el. per arch'I x r x x x x x x• - EX. COLUMN PER PLAN NOTE: PROVIDE CON5TRUCTION OR CONTROL JOINT5 IN 5LA55 ON GRADE TO BREAK SLAB INTO RECTANGULAR AREAS OF 400 5QUARE FEET OR LE55. AREAS TO BE APPROXIMATELY SQUARE AND HAVE NO SECOND POUR FIRST POUR ACUTE ANGLE5. JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT. - BURKE "KEYED KOLD" SLAB -ON -GRADE Ve" x I%2" PREMOLDED JOINT - STOP REINFORCING PER PLAN ` j CONT. MASTIC JOINT I CLEAR OF JOINT EACH % STRIP. (JOINT MAY BE 5I DE 5AW-GUT AT CONTRA( TOR'S OPTION) Tel °o UP00% Ml °oo° III �PLASTIC PH GUT ALTERNATE PLA5TIG VAPOR BARRIER VAPOR BARRIER AND COMPACTED AND COMPACTED WIRES AT JOINT GRANULAR FILL PER PLAN GRANULAR FILL PER PLAN CONSTRUCTION JO/NT CONTROL JOINT 3700 6 3707 10 (1)#4 CONT. TOP WT. 3714 11 1 AM ^11 n Ar"ir 3202 121 WHERE EA5T/WE51 ir FOR GALL -OUTS REINF. INTERSECTS °4 IN COMMON SEE EX. STRUCTURE - GORE °° a COL. PER PLAN d DETAIL 24/55.3 DRILL THRU EX. a d COLUMN STRUCTURE AND PROVIDE d, ° a #5 @ 12"oc EPDXY I i METAL 51DING ; PER PLAN CONT. REINF. THRU HOLE. _ d EX. COL. GROUTED INTO EX. EX. COL. COLUMN PER PLAN I I I . PER ARCH L i MARK SIZE REINFORCING EPDXY GROUT REINF. INTO a ° ° PER PLAN FTC. (EMBED 8") PER PLAN BRACED FRAME EX. STRUCTURE WHERE OCCURS I a -� 1 OA 3'-6" x 3'-b" x 12" (4)#4 E.W. BOT. ° d O 3/4"4 EXP. PAVING (3)#3 TIESSLAB STEP 5HONN PLAN ° ° ° BOLT ® 24"oc LAND5CAPING PLAN I i ° ° DASHED FOR CLARITY I I 5TAC76ERED BY OTHERS V d BASE IE PER 1 1 d 1 C 6'-0" x 4'-0" x 1'-611 #5 @ a "oc E.W. TOP 4 BOT. ------- , a DEMO EX. 24/55.1 TYPE II 1 1 I I I --- ° EA. SIDE r--------- ------ d I a BASE PER 24/55.1 I , d __ , FTC. 50 THAT I I I I I 1_ 11 1_ 11 ,_ II # T L-----------------J L------------- - -I --Q -- IT 15 FLUSH - - - - - - TYPE I I i i I OG 7 0 x 7 0 x 16 (7) b E.N. TOP B01. DEMO EX. FTC. A5 I I I PLINTH 3/4" SHIM 4 GROUT I I I I II � W/ THE GOI_ - 1 FOOTING PER I5/53.1 # READ. 50 THAT II „ e I, 11 FOR FULL BEARING III'-10"I%Q. II w FACE NEW FTC. CAN WRAP I I -4 xl -8 a , I I - (b) b LONG., TOP BOT. T (3)#4 EPDXY DOWELS D Iq'-0" x b'-0" x 3'-0" #b ®ib oc TRANS., TOP BO AROUND EX. COL. I I ° I i I !' `� ° o% � I� I I I I < EX. FTC. ! ! I l i EX. FTC. - I :3 I �3 FOOTING O 21-0" x 2-0" x 12" (3)#4 E.W. WT. II L!� ` ! IIII I _ -- PER I8/53.1 1I < I-0'-0'-0" (45 LONG., TOP BOT. ° Ibx 4x 211 CF1 LU °! (3)#4 d Q ° z LU 1 II I " I " II FOR GALL -OUTS , w z �, FOOTING 51ZE PER 50HEDULE I, 6 i 20 -0 x 4 -0 x 2 -0 #5 I8 oc TRANS., BOT. IN COMMON SEE 3708 ; v 3706 3250 Q , c�i 3201 3702 DETAIL 15/53.1 1 /j FTC. PER FOOTING SIZE PER SCHEDULE 151 1 17 1V 13 `'rt' IS/53.1 MINIMUM 5TRAIGHT DEVELOPMENT LENGTH(Ed ) J f 'c = 5000 P51 f'c = 4000 to 5000 Psi BAR SIZE TOP BARS OTHER BARS TOP BARS OTHER BARS # 3 2211 17" Ia 1511 # A 2�11 2211 2511 1111 # 5 3b" 2811 31„ 2411 # b 43" 5311 3711 2q 11 #7 6311 481111 4211 # Ci 1211 55 / 211 4511 # a 8111 6211 1011 54411 # 10 '4111 1011 7g11 6111 -#-"TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF CONCRETE CAST BELOW THEM. IF CLEAR CONCRETE COVER 15 LE55 THAN Ix THE DIAMETER OF THE BAR OR THE CENTER -TO -CENTER 5PAG I NG 15 LE55 THAN (3) BAR DIAMETERS, THEN VALUES SHALL BE INCREASED BY 50%. MINIMUM LAP 5PLIGE LEN6TH5 (9S) (GLASS B) J f 'c = 3000 P51 f'c = 4000 to 5000 Psi BAR 51ZE TOP BARS OTHER BARS TOP BARS OTHER BAR5 # 3 25" 22" 2411 1a11 # 4 37" 2Q" 33" 251f # 5 47" 36° 4111 3111 # b 5611 4311 4Q 11 3711 # 7 81" 6311 711111 # 8 Q31, 1211 8111 6211 # a 10511 51" QI'I 11 10 # 10 10 QI" 102" 71" -�-j"TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF CONCRETE CAST BELOW THEM. IF CLEAR CONCRETE COVER 15 LE55 THAN Ix THE DIAMETER OF THE BAR OR THE CENTER-TO-GENTER SPACING 15 LE55 THAN (3) BAR DIAMETERS, THEN VALUES SHALL BE INCREASED BY 50%. MINIMUM EMBEDMENT LEN6TH5 (96) FOR STANDARD END HOOKS A. for general uses: BAR 51ZE f'c = 3000 P51 f'c = 4000 to 5000 P51 µ !� ff � 6 II bit # 4 # 5 1011 a It # b 12" 10" # 7 1411 1211 # 5 I6" 1411 # Q I811 1511 # 10 2011 1711 I. 51DE COVER MUST BE EQUAL TO OR GREATER THAN 2/2". 2. END COVER FOR 100 HOOKS MUST BE EQUAL TO OR GREATER THAN 2". NOTE: U5E TABLES IV 4 V BELOW ONLY INHERE 5PECIFICALLY INDICATED ON "INC65. MINIMUM 5TRAIGHT DEVELOPMENT LENGTH (9d ) FOR BARS IN COMPRESSION BAR 51ZE f'c > 3000 P51 # 3 qll # 4 II" # 5 1411 # b 17" # 1 2011 # 8 2211 # 1 2511 #10 2511 MINIMUM LAP 5PLIGE LENGTH (�5) y FOR BAR5 IN COMPRES5ION BAR 51ZE f'c > 5000 P51 # 3 12" # 4 1511 # 5 III # # 7 2711 # 8 3011 # a 3411 # 10 5111 PAVING �I BY OTHERS � WA1..L • PER 21/53.1 ---- --- x x x x ---------- ooao - - ------------------ 6 O o O o • MATCH EX. WIDTH 10 10 • • FOOTING °J •--- PER PLAN FOR GALL-OUT5 3 4 Ia #4 DOWEL5 BASE R. IV2"xI'-6"x2'-3' ® 24"oc TO PAVING W/ (8)3/4" � R005 WHERE OCCURS THREADED 4 EA. END z i W/ DOUBLE NUTS 4 PAVING 4 LANDSCAPING EMBEDDED END BY OTHERS a------ ------- -----------I+ PAVING -------------------a� LAND5GAPING i BY OTHERS r----- --- ----- (3)#4 T-----------------z #4 x L @ 1b"oc • (3)#4 N 3713 co ,1 j ,1 3711 GO ON SEE � 4 8 8 DETAIL 24/55.3 GLAZING PEF 5LAB-ON-GR PER PLAN 21 22 GG GLAZING PER ARGH'L WALL PER 30/53.1 RA15ED FLOOR BY OTHERS - SEE GENERAL- ` 5AWCUT EX. STEM PAYING BY STRUCTURAL WALL A5 REQ'D - OTHERS - - - NOTE #14 - - - - - - i 1 a ° SEE ARGH'L z I, 2V2" - 206A. METAL STUDS 0.14° NZ . SLAB -ON -GRADE 11 a (3) DRIVE PINS PER f -� PER PLAN ° STUD EQ. 5PAGED I i ° r n = EX. STEM WALL 4 p°o° ° o �000 0 000 ° FOOTING LU FOOTING PER 50/53.1 d d o o Ll ° d d L 2 w EPDXY DOWEL5 ° G n PER 24/55.5 ° 3703 3715 3203 FOR GALL-OUT5 IN COMMON SEE 26 27 28 DETAIL 50/55.1 PLAN I I FOOTING 51ZE PER SCHEDULE • #4 @ 12 "oc x #4xL@I(o"oc o°rio 0 o ALT. HOOK o0 00 el DIRECTION NOTE: MATG - - - - - AT 'S1M.' -DOWEL EX. WIDTH �I�- OUT OF LARGE • SPREAD FOOTING FOR GALL -OUTS (2)#4 CONT. I,-b,l 3712 IN COMMON SEE DETAIL 24/55.5 24 GLAZING RA15ED FLOOR - PER ARGH'L BY OTHERS - SEE GENERAL el. per arch'I i PAVING BY STRUCTURAL '1 OTHERS NOTE #14 _ - - - - - ---�---- )UT SLAB -ON -GRADE - RING FIffm PER PLAN b" i x x x #4 ® 10"0c o O • n #4 x L ® I61& PER I8/53.1 3705 29 (3)#4 CONT. a� 3704 30 MITHUN Architects+Designers+Planners Pier 56 1201 Alaskan Way Suite 200 Seattle, WA 981 m TEL 2o6 623.3344 FAX 2o6 623.7005 COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 217 PINE STREET - SUITE 300 P. 206/343-0"0 SEATTLE. WA 98101 F 2061343-5691 CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton KEYMA� NO. DAT_ REVISION PARTNER IN CHARGE TRL PROJECT MANAGER EAD PROJECT ENGINEER MAA PROJECT TEAM MEMBERS LM H CHECK EAD ENGINEER SEAL EXPIRES 1/22/05 TITLE CONCRETE DETAILS PROJECT NO. S020027-22 DATE 01-28-03 PROJECT NETWORK PATH SHEET NUMBER E RECEI )AN? S3ml GILD BID SET COPYRIGHT © 2003 MITHUN, INC. 7 5GREW5 PER 17/55.1 BEAM PER PLAN 13 lNJ 25 TIT STOREFRONT PER ARGH'L I66A. TOP TRACK 4 4,I ATTACH PER . DECK PER PLAN L50 OR 5/L550 _1 5TUD5 PER 24/55.5 @ 16"oc TYP. i i # AT SHEAR WALL5 J015T BLKG. AT ALT. W/ #8 5GREW5 _ I (8) 8 50REW5 600 5162-33x2'-6" AT EA. ----_- I L50 OR 5/L550 EA. SPACES STUD W/ (8)#8 REWS PROVIDE MIN. I" JOINT END W/ #8 5CREW5 EQ. 5PACED) METAL DECK 4 TOPPING -<, I. � BETWEEN SLAB 4 FRAME ------------------------ PER PLAN I 44 11 1 mezzanine I n x r K ILj------------ -- -- -------------------- r I I I I MT512 W/ J015T5 PER PLAN 1 V4 (12) #10 50REW5 I J015T5 PER PLAN 2 -0 @ 24"oc MAX. ; ; ; ; #8 SCREWS ®8"oc MAX. BEAM PER PLAN I6 GA. CONT. TOP TRACK i i i i JOIST BLOCKING Z 4x4xV4 OUTRIGGER DO NOT 5PLIGE. NOTE; ®48"oc -ATTACH TO 31_b110c WALL STUDS SHALL ALIGN WALL TRACK BELOW DIREGTL`( BELOW ROOF J015T5. (2)* SCREWS MIN. BE -I PER PLAN J015T5. ADD 5TUD5 A5 REQD. WHERE OCCURS I I I I FOR ALIGNMENT. 5234 5233 3 4 DEGKIN6 PER PLAN 4V" 5712 8 9 to 'LAN lip AM BEAM R PLAN PER Pl ILUMN R PLAN 5713 IN COMMON 5EE 10 DETAIL 12/55.1 DECKING PER PLAN CURTAIN WALL 56REW5 PER ARGH'L PER 11/55.1 1 ------ ---- I i \ BEAM PER PLAN CHANNEL PER PLAN I I Sib I, tyF'� I I I I I I I I COLUMN I I I I PER PLAN ! 5709 5707 5701 14 15 16 —KV � I T5 3x3xV4 (3 PL It YV �:2 x4"xO'-II (2)V2" � EXP. CB I OLTS (EMBED 2h ") FOR CALI N COMMON 5EE DETAIL 11/55.3 20 VI I�NNEL PER PLAN PLAN PLAN 5714 21 DECK" r=m PLAN � 3xE 4 PER 21/55.1 EX. CONCRETE COLUMN PLAN 5GREW5 PER 17/55.1 CHANNEL PER PLAN 5704 22 CURTAIN WALL PER ARCH'L I I I I I I I I I I I I I I I I I I I I I COLUMN PER PLAN DECK PER PLAN - 5GREW TO BLKG. 8"oc P/1AIV IAI A I I PE WC PE T5 PER PLAN I,,E PE ALIGN J015T W/ WALL i METAL 51DIN6 - 5EE ARGH'L CHANNEL PER PLAN 5232 5 5708 DECKING PER PLAN (2)#10 SELF TAPPING SCREWS PER MEMBER (Oil oc, PARALLEL TO 5UPPORT5 L L TYPE I TYPE II i I STEEL COLUMN I PER PLAN I I I I T.O. CONCRETE WALL �J OR FOOTING PER PLAN / (4)3/4"4 ANCHOR BOLTS (CONFIGURATION VARIES) PER PLAN 5702 17 � z o � 4 � m m�v LO q" BOLT EMBED. 4 4x4xV4 x 0'-II" W/ (3)h"(P EXP. ANGHOR5 ® 4"Oc CHANNEL EX. CONCRETE PER PLAN COLUMN (3) V sides 1 � — 4 C G ° ° ------------ °- - - - - - - - - - 5" EMBED MIN. PLAN 5711 5710 5228 26 27 28 29 5TOREFRC PER ARCS 5CRY PER I' PER Ib/55. 0 (3)#8 50RE& IN Ill HORIZ.5LOT5, EA. 5TUD METAL 5TUD5 PER 24/55.5 5231 6 STOREFRONT PER ARGH'L T5 2xbx%4 - DIVIDE EA. BAY INTO (3) EQUAL 5PACE5 - COORDINATE W. ARGH'L DRAWINGS Z PLAN COLUMN TYPE I 51ZE L 1 W TYPE II THICKNESS L W T5 3x3 I 6" 15" i 5" " T5 44 1011 b" 1611 5" " T5 5x5 1111 6" 1111 / 11 V211 T5 bx6 12" 7" 18" 7" 34" T5 5x8 (411 qll 200 qll 3/411 5227 12 5703 18 5216 24 w I MITHUN Arch itects+Designers+Planners Pier 56 12oi Alaskan Way Suite 200 Seattle, WA 98ioi TEL 2o6 623.3344 FAX 2o6 623.7005 COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 217 PINE STREET - SUITE 300 P. 206/343-0460 SEATTLE, WA 98101 F. 206/343-5691 CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton KEYMAF NO. DATE REMSION PARTNER IN CHAxa TRL PROJECT MANAGER EAD PROJECT ENGINEER MAA PROJECT TEAM MEMBERS LM H CHECK EAD ENGINEER SEA_ EXPIRES 1/22/05 TITLE DETAILS PROJECT NO. S020027-22 DATE 01-28-03 PROJECT NETWORK PATE CITY OF RENTOI RECEIVE SHEET NUMBER JAN 2 8 2 S5ml BUILDING DIV BID SET COPYRIGHT © 2003 MITHUN, INC. I 2 7 010 PE5 W12x40 NOTE: NOTCH TOUGH WELD I MATERIAL READ. ALI TH15 DETAIL. w A � I 0 I. FOOTING 51ZE PER 5CHEDULE OF 15/55.1 j SHEATHING — PER PLAN EX. 5HEATHINC7 3x BLK6. BETWEEN EX. J015T5 W/ * (3)5/32' 4 DRIVE PINS BENT fE I/' WT. OF EX. JOISTS BETWEEN EX. J015T5 BEYOND Wl (2)5/8"lP BOLTS CHANNEL PER 10/55.2 3�6 NOTE: NOTCH TOUGH WELD FILLER MATERIAL READ. ALL WELD5 5705 TH15 DETAIL. 13 14 15 19 20 I 21 25 26 27 around column 546 :'ER 4/56.1 1E BEAM FOOTING PER IS/53. 5700 34e11:11_o'l 10 BASE f. I%2" W/ (8 / "4 A441 RODS THREADED 4" EA. END W/ DOULBLE NUTS AT EMBEDDED END (3) SPACES ® 1'-011 = 3'-0" �L 1211 NOTE: NOTCH TOUGH WELD FILLER MATERIAL READ. ALL WELD5 5706 TH15 DETAIL. 16 EMBED E 3/ 3/4"� x 24" L o rah o BJ _ 1 O LO ILII bll bll I�IL--I:V i ® 7 Y'. CONDITION 2rs19MINW- j 17/55.2 IAIn flC A 11 0>•in 1•I 11 / 52 1 o r-O I 1 O L 9J O O O I I II i b 11 311 TYP ® CORNER COND1 TION 5254 17 22 I 23 G 1 e d 0 SLAB -ON -GRADE EX, COLUMN PER PLAN PER PLAN 0 � d d I V W1422 5TRUT IS/55.2 11/55.2 >5 � 5250 Braced Frame Elevations 6 MARK BRACE WELD GU55ET WELD GU55ET WELD DETAIL LENGTH 'a' LENGTH 'b' LENGTH 'c' REFERENCE 12 1211 II/55.2 b 10 Ib" II/55.2 0 b - 28 ° 15/55.2 IS" 0/55.2 57U55ET R 5/a" --� V4 E 5/411x&"x2'4' W/ (12) — 3/4' 4 x 5" WELDED 5TUD5 FOR GALL -OUTS IN COMMON 5EE DETAIL 24/55.5 }p PLAN O O O O O O O O O O O O ill /II /II bll /II GII Ij�II_41 (/ L` PLAN BRACE AND CONN. PER 55.2 WHERE OGGURS I II ° II d II 11 a ------------II °d ° d d 3'-2" ° d 01 °O d 0 d G ° d i (3)#5 LONG. #5 I70WEL5 ® 18"oc FOR GALL -OUTS IN COMMON 5EE DETAIL 24/55.5 5251 12 5253 18 5255 241 111 EPDXY GA/ FLUSH ROUT TOP ° ° ° DEMO FOOTING GORE DRILL THRU EX. STRUCTURE ° od TRANS. BARS INTO G COLUMN FACE 4 PROVIDE CONT. REINF. THRU 4G° FOOTING EX. STRUCTURE ° HOLE. EPDXY GROUT REINF. 4 PER PLAN (EMBED 511) ° INTO EX. 5TRUGTURE d a EX. FOOTING °p ° � d — o � G ° Q LU c ILLAI FOOTING IL t t M FOOTING 51ZE PER SCHEDULE PER 18/55.1 10 3709 Q cn— FOOTING 28 BEYOND 29 a • G ° d ° o MITHUN Arch itects+Designers+Planners Pier 56 1201 Alaskan Way site zoo Seattle, WA 981oi TEL 2o6 623.3344 FAX 2o6 623.7005 COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 217 PINE STREET - SUITE 300 P. 2061343.0460 SEATTLE, WA 9810 i F: 2061343-5691 CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton KEYMA� NC. DATE REVISION PARTNER IN CH _ TRL PROJECT MANAGER, EAD PROJECT ENGINEEE MAA PROJECT TEAM MEMBERS LM H CHECK EAD ENGINEER, SEAL EXPIRES 1/22/05 TITLE BRACED FRAME ELEVATIONS AND DETAILS PROJECT NC, S020027-22 GATE 01-28-03 PROJECT NETWORK PA -- SHEET NUMBER CITY OF RENTON RECEIVED S5m2 JAN 2 8 2003 RUILDING DIVISIOI BID SET COPYRIGHT © 2003 MITHUN, INC. 1. FOR HOLES 4" PIA. OR LESS, OR 4" SQUARE OR LE55 : NO 5TREN6THENIN6 15 REQUIRED PROVIDED THAT HOLES ARE NOT CL05ER THAN 1211oc 2. FOR HOLES GREATER THAN 4" UP TO 8" PIA. OR 5" SQUARE PROVIDED HOLES ARE NOT GL05ER THAN 3'-0"oc #4 TRIM BAR (4 51DE5) EXTEND 2'-0" BEYOND OPENING 3. FOR HOLES GREATER THAN 8" UP TO 24" PIA. OR 24" SQUARE USE 4 2x2x34b ALON6 (2) SIDES A5 SHOWN BELOW I 'G' %0" PUDDLE HOLE WELD5, TYP. SECTION A 2 CELLS FOR G=8" TO 14" or BEAM PER PLAN 3 CELLS FOR G=14" TO 24" (TYP.) WHERE OCCURS - EXTEND .4 2x2 SAME A5 OPP. END WHERE NO BEAM OCCURS #4 TRIM BAR (4 51DE5) EXTEND 2'-0" BEYOND OPENIN6. 7t---------------------� [ 1 311 2411 311 MAX.' MAX. MAX. 5ECTION A 19 5TUD5 PER 5/55.5 GLIP5 PER 26/55.3 166A. HEAD TRACK CONNECT TRACK TO JAMB 5TUD5 BEYOND PER 26/55.3 SILL TRACK SAME A5 HEAD TRACK WHERE OCCURS 5229 2 4. FOR HOLES GREATER THAN 24" PIA, OR 24" SQUARE: SECTION B , TYPICAL BEAM TO G8 x 11.5 BEAM CONN. PER 15/55.5 � N x x v Q G8 x 11.5 -MAIN BEAMS - PARTIAL PLAN METAL DECK SPAN DIRECTION 2/55.3 77 a FACE OF 5UPPORTIN6 MEMBER 3" MAX. size per schedule l I BEAM PER o @ 3 "oc PLAN i SHEAR fE 51ZE AND BOLTS PER SCHEDULE - PROVIDE 57D. ROUND HOLES IN fE, U.O.N. V2" FOR 3/4" ,;P BOLTS V2"O PUDDLE WELDS ® BEAM BOTH 51DE5 6"oc ALL AROUND HOLE WHERE OCCURS I -------- - ----- f0 O -------- ---- - I �� I� I I I I_ o LOCATE CS AT FIR5T LOW CONN. PER 10/55.5 (AS CONDITION) FLUTE NEAREST EDGE OF BEAM PER PLAN OPENIN6 5ECTION B 5256 14 TYPICAL STUDS PER PLAN, DETAILS � 30/55.3 ADDL. STUD - SEE 21/55.3 5230 3 MI onwa nm BEAM SIZE N0. OF BOLTS U.O.N. PER PLAN BOLT O 51ZE � f� O j THICKNESS WELD SIZE 1 CAPACITY I (ASP) CAPACITY (LRFD) W8, WIO 2 i 3/41i� 14k WI2, WI4 3 3/41 A(Y �41f 3�611 Ibk 27k Wib 4 3/ "0 %4" 3�6'I 26k 44k (D BOLT TYPE = A325N, U.O.N. OO fE MATERIAL = A36 per 10/55.5 BEAM PER PLAN f. THICKNESS $ BOLTIN6 PER 10/55.5 5225 15 NOTIFY ENGINEER FOR DIRECTION IF EXCEEDED i #4 CONT. LL EDGE FORM BY METAL DECK SUPPLIER - DE516N SUCH THAT 5HORIN6 15 NOT REQUIRED BEND AEB OF BLK6. WHERE STUDS OR JOISTS AND CONNECT TO EA. STUD ARE 5HOWN TO ABUT, W/ (2) #8 5GREW5 WELD AS 5HOINN 61,NB PER ARGH'L - ATTAGH TO STUD ONE SIDE PER NOTES OF 30/55.5 = GAGE OF MATERIAL CONNECTED 5211 20 21 NOTES: I. ATTACH ANGLE TO TRACK W/ (3)#8 5CRE1,15 WHERE POSSIBLE. WHERE TRACK 15 ON CONCRETE OR AGAINST STEEL, SHOOT (2) 0.14" 0 DRIVE PINS THRU EA. ANGLE INTO CONCRETE OR STEEL. (EMBED 1" @ CONCRETE) 2. ALL STUDS SUBJECT TO WIND LOADING SHALL BE ATTACHED TO TOP AND BOT. TRACKS A5 5HOWN, U.D.N. 3. STUD INE55 SHALL BEAR A6AIN5T TRACK AEB5. 4 1V2xP2 x SAME STUD PER PLAN GAGE AS STUD - OR DETAILS LENGTH = STUD WIDTH LE55 %2" TRACK SAME GAGE - \ A5 STUD W/ I" WIDE FLAN6E5, MIN. �, T USE (3)#8 SCREWS 25 TO ATTACH 4 TO WEB 5215 26 NOTES: I. BRIDGING 15 REQUIRED FOR LOADIN65 APPLIED BEFORE SHEATHING 15 ATTACHED TO BOTH FLANGE5. BRIDGING PROVIDE5 RE515TANCE TO ROTATION CAUSED BY WIND LOADIN6, AND RESISTANCE TO BOTH ROTATION AND MINOR AX15 BENDIN6 CAUSED BY AXIAL LOADIN6. 2. BRIDGING SHALL BE EITHER WELDED OR 5CREWED AS 5HOWN. BLOGKIN6 (SAME MATERIAL - AS STUDS) ® 6-0"oc HORIZ. AT STRAP LOCATIONS �# I66A.xii2"x1�2" BRIDGE CLIP, 71 156A. BRIDE CHANNEL MAX. VERTIC 'ER PLAN IIL 11 12" MAX. I. MAXIMUM DECK SPAN = 8'-O" c. to c. (TWO OR MORE CONTINUOUS 5PAN5). DECK SHALL HAVE 100 p5f 5UPERIMP05EP LOAD CAPACITY. USE HEAVIER bx6 INIAxINIA MM PUDDLE WELD LOCATIONS GAGE DECK WHERE REQUIRED TO SIMPLE SPAN OVER 6-0" c. to c. v v ! m 2. NOTE I ASSUMES 5HORIN6 WILL NOT BE USED. 3. PROVIDE (4) !2"� EFFECTIVE PUDDLE WELDS PER SHEET TO ALL _ 5UPPORT5 PERPENDICULAR TO DECK FLUTES. 4. PROVIDE i2"4 EFFECTIVE PUDDLE WELD5 AT 16"oc TO ALL 5TRUT5 AND BRACED FRAME BEAMS PARALLEL TO DECK FLUTES. PROVIDE %2110 TYPE = IM5A B36 OR VERCO B FORMLOK COMP051TE FLOOR EFFECTIVE PUDDLE WEL05 ® Ib"oc WHERE DECK ORIENTATION CHANGE5 DECK, 660 6ALVANIZED A/ FOLLOWING MIN. PROFERTIE5: AND OTHER SUPPORTS PARALLEL TO DECK FLUTES. PANEL WIDTH = 36" 5. CONNECT DECK SEAMS WITH BUTTON PUNCHES ® 36" o.c. ALLOWABLE SHEAR CAPACITY REQUIRED = 780 MIN. 6. DECK MUST STRICTLY MEET CRITERIA L15TED INCLUDING I.G.B.O. RESEARCH REPORT ALLOWABLE SHEAR LOADS. SUBMIT DECK INFORMATION TO ENGINEER 20 6A. PRIOR TO BEGINNING SHOP DRAWIN65. 1 = 0.216 in.4 5 = +0.235/-0.246 in.' 1. REINFORCE MISC. DECK OPENIN65 PER 14/55.5 . DECK OPENIN65 MAY NOT Fy = 38 ksi BE 5HOWN ON PLAN - SEE ARGH'L $ MECH'L FOR ADD'L INFO. 5201 6 + STIFF. fE %4"x3"x%2 BM. DEPTH EA. 51DE WHERE SUPPORTED STIFF. f, PER II/55.3 BEAM 15 W21 OR DEEPER FOR W21's & DEEPER 11 U.O.N. PER PER PLAN 32'I (2)3/4"4 BOLTS (4)5/4"0 BOLTS BEAM PER PLAN, -� weld size per 10/55.3 BEAM GAGE ! ® BEAM 6A6E ' ! I TYP. I 1!/2 loll o 1i21 II o 3 %I6 TYP. 11 11 0 II I 7\ $FARING %2" I I fE THIGKNE55 BOLTIN6 1 1 BEARING fE %2" 1 1 typ. I PER DETAIL 10/55.5 1 1 I I % 3/b I (BASED UPON SMALLER I j BEAM SIZE) STEEL COLUMN I I 1 1 1 PER PLAN 1 1 I I 5TEEL COLUMN 1 I (4)3/4" 0 BOLTS PER PLAN BEAM GAGE 5222 VVHFRE BEAM 3TOP5 1NHERF BEAM CONTINUOUS 5223 10 11 SHEAR CONNECTORS PER PLAN WHERE OCCURS _< per deck HOUSEKEEPING PAD notes CONCRETE FILL 600 5162-33 � 24"oc FOR MEGH'L UNIT 32 OVER METAL DECK WHERE OCCURS #3 x C- SPACED PER SCHEDULE BELOW PER PLAN I I GLIP5 PER 26/55.5 5/4" GLR. FROM T.O. SLAB ! I ------ DECK TOPPING PER PLAN BEAM PER PLAN 5PAGIN6 SCHEDULE BEAM L < 4/2" OMIT #3 BARS 4%211 < L < 8" 32110c 811 < L < 121' 2411oc 5226 16 (4) 50REW5 READ. EA. BLK6. MEMBER 1 I i 1 I 1V2" x 206A. GONT. STRAPS @ 2'-0"oc VERTIGALLY - CONNECT TO EA. STUD N (1)#8 5CREPN $ TO EA. BLK6. MEMBER W/ (4)#8 50REW5 5210 22 ALLOW 3/ " FOR DEFLECTION 166A. 2" DEEP LE(-; TRACK 5221 17 23 BEAM PER PLAN - FACE OF COLUMN BEYOND METAL STUDS PER 24/55.5 DEMO EX. SLAB IN5U1 SEE ARGH'I #4 EPDXY 24"oc SLAB ON C PER PLAN 5224 12 .4 4x4xxV4 CONT. N #3 x 3'-0" @ 24"oc VERTIGLIP 1105LBII CLIP W/ (3)#12 5GREW5 (PER MFR.) TO EA. STUD METAL 51DIN6 PER ARGH'L 5220 18 6005162-35 @ 2411 oc GLIP5 PER 26/55.5 METAL 51DIN6 PER ARGH'L EX. GONG. STEM WALL 5219 24 Meta! Framing Notes: I. METAL FRAMING USED SHALL CONFORM TO THE SPECIFICATIONS 7. WALL FRAMIN6: OUTLINED IN THE GENERAL NOTES IN ADDITION TO REQUIREMENTS TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL AALL5 NOTED HERE. AND AT EACH 51DE OF ALL OPENIN65. SEE 3/55.5 FOR FRAMING OF OPENIN65, U.O.N. 2. METAL FRAMING & STRAP BRACING SHALL BE GALVANIZED UNLESS OTHERWISE NOTED, CONFORMIN6 A5 FOLLO115: 8. SEE 28/55.5 FOR REQUIRED BRIDGING. :FWS 12, 14, AND 16 GAGE A5TM A653, QUALITY 50 6RADE 50, GLA55 i Q. SEE ARCH'L FOR 51ZIN6 & DETAILING OF INTERIOR, NON -BEARING WALL5. 15 AND 20 GAGE A5TM A653, QUALITY 50 GRADE 33 3. ALL 5TUD5 4 STUD GROUPS SHALL BE LATERALLY SUPPORTED TO METAL 5TUD WALL 7Yi'E5 PREVENT WEAK AX15 BUCKLIN6 BY 6ONNECTIN6 EACH FLAN6E TO WALL DESIGNATION STUD TYPE SPADING 6YP5UM WALLBOARD PER 1aI17 U.B.G. TABLE 25-6. Tl'P. 6005162-33 24110c 4. 1NALL5 WHICH HAVE 5HEATHIN6 CONNECTED ON ONE 51DE ONLY SHALL HAVE UNSHEATHED FLANGE5 LATERALLY SUPPORTED PER DETAIL 22/55.5 . 5. TRACK SECTIONS SHALL BE UNPUNGHED AND HAVE AT LEAST I" FLAN6E5. 5214 6. WELDING OF GOLD -FORMED METAL FRAMIN6 SHALL CONFORM TO AW5 5213 28 D1.3 AND SHALL BE PERFORMED BY WELDER5 QUALIFIED TO PRODUCE (� 30 THE 5PECIFIEP GLASSES OF HELD. MITHUN Arch itects+Designers+Planners Pier 56 1201 Alaskan Way Suite 200 Seattle, WA 98ioi TEL 2o6 623.3344 FAX 2o6 623.7005 COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 217 PINE STREET - SUITE 300 P. 2061343-0"0 SEATTLE WA 98101 F. 206/343-5691 CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton KEYMAP NC. DATE REVISION PARTNER IN CHARGt TRL PROJECT MANAGER EAD PROJECT ENGINEER. MAA PROJECT TEAM MEMBERS LMH CHECK EAD ENGINEER SEAL EXPIRES 1/22/05 TITLE MISC. MEZZANINE DETAILS PROJECT NO. S020027-22 DATE 01-28-03 PROJECT NETWORK PATH RECEIVED SHEET NUMBER JAN 2 8 2003 S5m3 BUILDING DIVISION I BID SET COPYRIGHT © 2003 MITHUN, INC. ti---------------- - I I METAL ROOF OVER RIGID INSULATION, ' 5EE ARCH'L J( \� 8'-0" MAX. EX. JOISTS '� \ \ \ s/e" PLYWOOD EA. 51DE W/ Sd ®6 oc EDGE II -Oil (4) 5PAGE5 1'-6" -- L550 ® 12 "oc (U5E NAILING #8 50REW5 IN LIEU OF NAIL5) 447tza1 '/ "I:P EXP. BOLTS 40"oc EX. CONCRETE \ \ \ I l (EMBED 45/ ") BEAM ,., 694 6201 wV 1 2 3 4 � EX. ROOF TRU55 COPE VERT. LE6 TO ACCOMMODATE 4 4x3x3/e EA. 51DE \' EX. BOLT5/WA5HER5, ' TYP. (2)/211� EXP. .4 5V2x3V2xI06A x 0'-4", TYP. ��. (5)5/a'4 THRU ANCHORS W/ (5) #10 5GREW5 TO TUBE %, 5UN50REEN FINS BOLTS EA. ANGLE AND TO ROOF 5HEATHINC7 � BY MFR., TYP. ILII �II rj 1�11 e , SECTION I I. 5HORE > 42 � 11 a 3 4Y --------------- \ 1 \ /I6" THICK GAP fE A5 REOP. 3'-6" III o .10 d ° PER ARCH'L E 3/V IIx411 1 / \ ° ° / VERIFY IN V8 V 4 d shop FIELD ° � ° ° ° d ` UMINUM 6063-T6 a 2x&x.250 ((2) PER GRID) 6251 FOR GALL -OUTS 5ECTION 6250 7 8 8 MIN. 5EGTION 10 IN COMMON 5EE DETAIL 4/56.1 12 I 5HEATHINC6 —� PER PLAN EX. DECKING PER PLAN i I I I I I BLK6. TO 1 I EX. J015T MATCH EX. I I i I RELOCATED J0157 - EX. J015T TO MATCH EX. PER PLAN 6701 13 14 1 15 16 17 18 12 q TRU55 PER L ARCH'L EX. CONCRETE SEGTION� COLUMN PIER i � r \ � a c d c d e — Z 4x3X3/5 x O'-8" (LLV) ,-Irl° EA. 51DE N1 (2)5/8' 4 THRU BOLTS i' EX. CONCRETE i a d (2)/2'4 EXP. BOLTS �� BEAM (EMBED 4") � I I o p 8 EX. CONCRETE p BEAM , NEW OR RELOCATED ° L o TRU55 PER PLAN I EX. CONCRETE 6700 19 20 21 22 GOLUMN/PIER —� SECTION PLAN 24 25 26 27 28 29 30 MITHUN Arch itects+Designers+Planners Pier 56 1201 Alaskan Way Suite 200 Seattle, WA 981o1 TEL 2o6 623.3344 FAX 2o6 623.7005 COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 217 PINE STREET - SUITE 300 P. 2061343-0460 SEATTLE, WA 98101 F 206/343-5691 CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton KEYMA= NC. DATE REVISION PARTNER IN CHA TRL PROJECT MANAGER EAD PROJECT ENGINEER MAA PROJECT TEAM MEMBERS LM H CHECK EAD ENGINEER SEAL EXPIRES 1/22/05 TITLE WOOD DETAILS PROJECT NO, S020027-22 DAIC 01-28-03 PROJECT NETWORK PATH ON C E i V E D SHEET NUMBER JAN 2 8 2003 S6ml BUILDING DIVISION COPYRIr' 5`(M50L SCHEDULE SYMBOL SCHEDULE GENERAL NOTES 2001 A5EG GOMPL I ANGE MITHUN Architects+Designers+Planners I. HVAC EQUIPMENr SHALL NAVE MINIMUM PERFORMANCE AT SPECIFIED RATING CONDITIONS NOT LESS THAN THE ® SUPPLY OR OUTDOOR AIR DUCT UP 2-WAY CONTROL VALVE APF ABOVE FINISHED FLOOR VALUES INDICATED IN TABLE 14-1 THROUGH 14-3 OF THE WSEG AND AS INDICATED ON THE CONTRACT I, THE MECHANICAL SYSTEM SHALL CONSIST OF ALL WORK SHOWN ON DRAUdNG8, DIAGRAMS, AND DOCUMENTS. SUPPLY OR OUTDOOR AIR DUET DOWN 19 5404AY CONTROL VALVE AHU AIR HANDLING UNIT AS DESCRIBED IN SPECIFICATIONS. 0 RETURN AIR DUCT IFGLOBE VALVE AJMU AIR M UNIT 2. PROVIDE DEADBAND BETWEEN HEATWO/COOLING SPACE SENSOR SETPONNTS OF 5 DEGREES AS REQUIRED 2. INSTALL ALL MECHANICAL WORK ASH 1 AS POSSIBLE, TIGHT to STRUCTUREABOVE. BY SECTION 1412.2 OF THE WSEC AND AS DESCRIBED IN THE TEMPERATURE CONTROL. SEQUENCES. G= i RETURN AIR =r DOWN BALL VALVE ARCH ARCHITECTURAL 3. THE MECHANICAL PLANS ARE DIAGRAMMATIC AV NATURE AND DO NOT ATTEMPT 70 SHOW ALL 3. NVAG SYSTEMS SHALL 6E EQUIPPED WITH AUTOMATIC CONTROLS CAPABLE OF AGGOh1PLISHING SETBACK OR ® EXHAUST AIR DUCT UP BALANCING VALVE BB BASEBOARD HEATER REQUIRED OFFSETS. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR SHUTDOWN DURING UNOCCUPIED PERIODS AS REQUIRED BY SECTION 1412.41 OF THE WSEC AND A5 DESCRIBED P.V- CONSTRUCTION DETAILS. IN THE TEMPERATURE CONTROL $EQUENCES. t3 EXHAUST AIR DUCT DOWN ---I� PRE55LRE REDUGINO VALVE Bw BACKDRAFT DAMPER El BUTTERFLY VALVE BFP BAGKFLOW PREVENTER 4. ITEMS NOTED 'TYPICAL 'OR 'TYP' ON ANY SHEET APPLY t0 THAT PARTICULAR SHEET• 4. PROVIDE BALANCING DEVICES IN ALL BRANCH DWT6 AND PIPE RJNS TO TERMINAL DEVICES AS REQUIRED TURN UG VANES BY SECTION 1412,1 OF THE WSEC, AND AS INDICATED ON THE CONTRACT DOCUMENTS. AC.OUSTIG INSULATION STRAINER Bw BREAK HOR5EPOAER �3. COORDINATE UNtH SPECIFICATIONS. M CASE OF CONFLICT BETWEEN SPECIFICATIONS AND DRAUANGS TH MORE STRINGENT SHALL APPLY, 5. ALL DUCTWORK SHALL COMPLY WITH 5MACNA STANDARDS FOR CON5TRJCTION OF GALVANIZED DUCTWORK, i BALANCINt;S DAMPER ---IMF- PLUG VALVE Br BT ALL DUGTWOFK SHALL BE SEALED AS REQUIRED BY SECTION 1414.1 OF THE WSEC. DUCTWORK STATIC PRESSURE BOO 6. PROVIDE NEC CODE MINIMUM HORIZONTAL AND VERTICAL WORKING CLEARANCE FOR ALL AND SEAL CLASS: -.i BAUD DRAFT DAMPER 0 5TEAM TRAP GB CATCH 6A51N ELECTRICAL PANELS AND EQUIPMENT. OFFSET MECHANICAL WORK AS REQUIRED. MD -�- MOTORIZED DAMPER RELIEF' VALVE GI°M "0, FEET PER MINUTE WATER COLUMN SEAL CLASt3 1. COORDINATE ALL MECHANICAL WORK WITH THAT OF OTHER TRADES TO ENSURE PROPER AND 10� t0 2 INCHES SEAL TRANSVERSE JOINTS -i- ODD. OPPOSED BADE DAMPER B F P' BAGKFLOW PREVENTaR GL6 CEILING ADEQUATE INTERFACE OF THEIR WORK WITH tHE WORK OF THIS CONTRACTOR PROVIDE 2 t0 3 INCHES SEAL TRANSVERSE JOINTS AND LONGriiZ7INAL � ABOVE 3 INCHES SEAMS AND DUCT WALL PENETRATIONS COORDINATED SHOP DRAWINGS PRIOR t0 FABRICATION AND INSTALLATION.,Z FD FIRE DAMPER - VERTICAL INSTALLATION -��- 5OLI=NOID VALVE GO GLEANOUT FD A,A,V, 8, MECHANICAL EQUIPMENT SHALL NOT BE USED FOR TEMPORARY HEAT DURING CONSTRUCTION. 6. ALL DUCTWORK SHALL BE INSULATED AS REQUIRED BY SECTION 1414.2 (MINIMUM Re33) OF THE WSEC AND AS FIRE DAMPER - HORIZONTAL INSTALLATION Y AUTOMATIC, AIR VENT GONN GONIEGTIOhI DESCRIBED IN SECTION 15250 OF THE PROJECT MANUAL, DUCT SIZES SHOWN ON PLANS ARE NET, CLEAR DUCT FW A 9. VERIFY EXISTING CONDITIONS BEFORE GOhR tENGINCs ANY WORK ON AN EXISTING MECHANICAL SIZES 'L FIRE SMOKE DAMPER - VERTICAL INSTALLATION 51E5MIG GAS SHUT-OFF VALVE GONT CONTINUATION SYSTEM. C& F50 FIRE SMOKE DAMPER - HORIZONTAL IN5TALLATION EMERGENCY GAS SHUT-0FF VALVE OR CONDENSATE RETURN 10, ALL DUCTWORK SIZES SHOWN ARE INSIDE CLEAR ADD APPROPRIATE DIMENSION FOIE 1. ALL PIPINGS SHALL BE INSULATED AS REQUIRED BY SECTION 1415J OF THE WSEG AND AS DESCRIBED IN SECTION 15250 OF THE PROJECT MANUAL. ^^ APT A�55 PANEL 05 CLINIC $INK INSULATION OR DUCT LINER TO OBTAIN 'TOTAL' DUCT SIZE. TEMPERATURE TEMPERATURE GAUGE a INDIVIDUAL ZONE TERMINAL UNITS AND HVAG SYSTEMS SERVING PORTIONS OF THE BUILDING HAVING LESS SILENCER © DB DRY BULB II. INSTALL COMBINATION FIRE/SMOKE DAMPERS AT ALL LOCATIONS WHERE DUCTS PENETRATE THAN 24-HOUR OPERATION SHALL BE SHUT OFF DURING UNOCCUPIED PERIODS AS REQUIRED BY SECTION 1432.1 ROOF FAN - SUPPLY AIR PRESSURE GAUGE DICK DoMESTIG GOLD WATER FIRE RATED WALLS. DAMPER FIRE RATING SHALL BE 1-1/2 HOUR UNLESS NOTED OTWERI5E. OF THE WSEC AND AS DESCRIBED IN THE TEMPERATURE CONTROL SEQUENCES. COORDINATE DAMPER ACCESS WITH GENERAL CONTRACTOR. DDG DIRECT DIGITAL CONTROL `.1 SUPPLY AIR AND WATER TEMPERATURES SHALL BE AUTOMATICALLY RESET AS F�QUA D IN SECTION 14322J 12. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN$ AND ELEVATIONS FOR EXACT LOCATION AND 1432 2 2 OF THE WSEG AND A5 DESGI�BED IN THE TEMPERATURE CONTROL SEdUEI�EB. �/ ROOF FAN - EXHAUST AIR THERMOMETER �G DEGREE OF ALL DIFFUSERS AND GRILLES. � BE PROVIDED WITW ATEMEPE TUR E�APAROLS CAPABILITY REQUIRED BY THE SECTION TEMS LAS 8WOEC ROOF HOOD - SUPPLY AIR PUMP DHW DOMESTIC HOT WATER 13. MAXIMUM FLEXIBLE DUCT LENGTI4 SHALL BE 5'-0' WITH 0.5 X DUCT DIAMETER OFFSET, UNLESS 1433 OF THE AND DESCRIBED IN TWEL UQU�ES NOTED OTHERWII$E. Fz]ROOF HOOD - EXHAUST AIR OPEN DRAIN 1 PIA DIAMETER r1• AIR ECONOMIZERS SHALL BE OF PARTIAL COOLING EVEN WHEN ADDITIONAL -81� 14. PROVIDE CONCEALED DAMPER REGULATORS FOR ALL VOLU1'E DAMPERS OVER WIREDGApATO T THE EM S C -INKS IS REQUIRED TO MEET THE I�MAII�ER OF THE COOLING LOAD. INACCESSIBLE CEILINGS AND SOFFITS. FR t0 ARGHIrECTURAL DRAURNGS FOR CEILING -� DUCT OR PIPE GAP-OPP G FLOOR DRAIN 1711% DRAINING TYPES. 12. SIMULTANEOUS HEATING AND COOLING t0 INDIVIDUAL ZONES SHALL BE PROHIBITED AS DESCRIBED IN THE TEMPERATURE CONTROL SEQUENCES EXCEPT WHERE PERMITTED IN SECTION 1435, EXCEPTIONS I A 5 OF 114E ® SUPPLY AIR GRILLE OR DIM%eER 0 FUNNEL FLOOR DRAIN 17101114R, DOhe5TIG HOT WATER REGIRGULATIN6 15. PROVIDE TRANSITIONS AS REQUIRED TO CONNECt DUCTWORK t0 FANS AND OTHER WSEG. RETURN OR EXHAUST AIR GRILLE Q R40r` DRAIN E/A EXHAUST AIR MECHANICAL EQUIPMENT. 13. FAN SYSTEMS WENCH HAVE A CAPACITY OF 10% OUTSIDE AIR OR MORE AND 5"0 CRC" I MINIMUM SHALL HAVE RADIANT PAS. ® ® AREA DRAIN EAT ENTERING AIR TEMPERATURE 16. PROVIDE DIFFUSER AND GRILLE FRAMES COMPATIBLE WITH ARCHITECTURAL CEILING: TYPE, A HEAT RECOVERY SYSTEM WITW At LEAST UM EFFECTIVENESS AS REQUIRED BY SECTION 1436. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR CEILING: TYPE. RADIANT PANEL PIPE LOOP Q THeRMOOTAT EF EXHAUST FAN 14. VARIABLE FREQUENCY DRIVES SHALL BE PROVIDED FOR VARIABLE FLAW HEATING AND AIR HANDLIWs 11. COORDINATE EXACT LOCATIONS OF ALL ROOM THERMOSTAT$ AND/OR ROOM TEMPERATURE SYSTEMS AS REQUIRED BY SECTION 1438 OF THE SEC AND AS DESCRIBED IN THE CONTRACT DOCUMENTS - RADIANT PANEL PIPE IHTt -G GT PROTECTED TFMWMO5TAT CTE EPF EFFICIENCY SENSORS WIT ARCHITECT PRIOR TO INSTALLATION. INCLUDING TEMPERATURE CONTROL SEQUENCES. HW5 HEATING WATER SUPPLY QQ HUMID15TAT ELEG ELECTRICAL 15. PROVIDE A VOLUME DAMPER FOR EACH SUPPLY, RETURN AND EXHAUST OPENING IN BRANCHES 15. DOMESTIC HOT WATER CIRCULATION PUMPS SHALL Be SI-N,IT DOWN PUKING UNOCCUPIED PERIODS AS - - HEANG WATER RETURN - -MNRTI TER ENT ENING TU INHERE TH REE OR MORE OPENINGS ARE ASSOCIATED W(TH TILE BRANCH AND ELSEWHERE AS REQUIRED BY SECTION 1443 OF THE WSEC, AND AS DESCRIBED IN THE TEMPERATURE CONTROL SEQUENCES. SMOKE DETECTOR NOTED THE DRAWINGS OR SPECIFICATIONS. OXYGEN SUPPLY FEAT DETECTOR ESP EXTERNAL STATIC PRESSURE 16, PER TABLE 14.4 OF THE WSEC. MINIMUM MOTOR EFFICIENCY 5HALL NOT BE LESS THAN THE FOLLOWING FOR PROVIDE I' THICK DUCT LINER IN ALLCTANC�ULAR RETURN AIR AND TRANSFER AIR 18mm RPM MOTORS: DOMEST10 GOLD WATER ( DCW) @ ELECTRIC, SWITCH EAT ENTERING WATER TEMPERATURE DUG TWORK UNLESS NOTED OT14ERtE$E �° l� DOMESTIC HOT WATER ( DOM) EXH EXHAUST w 33 20. COORDINATE EXACT LOCATION AND MOUNTING HEIGI-ITS OF ALL PLI'4DMG FIXTURES WITH I-y 81,59IG 3®-',f0 .0% DOMESTIC HOT WATER REGIRG. (OHM) R OW SWITCH F FIRE MAIN RK CASEWOAND ARCHITECTURAL DRAWINGS. 1.5-1 8 � W-lb100 ' � 14.5% DOMESTIC TEMPERED WATER rG0 FLOOR GLEANOUT 21. PROVIDE VENT FROM ALL GAS PRE56URE REGULATORS TO A SAFE LOCATION OUTSIDE THE BUILDING, 11. AS PER 1432.22 HYDRONIG HEATING SYSTEM AUTO RESET. ---- V - - - - SANITARY VENT PRESSURE SWITCH pop FLOOR DRAIN/FIRE DAMPER 22. VENTILATION LOAD IS TO BE DETERMINED USING ASHRAE 62-t999 PROCEDURE, 18. AS PER SECTION 1412b BOILERS ARE t0 BE STAGED AND MODULATED. 5 SANITARY SEINER ABOVE GRADE FLA FULL LOAD AMPS RE Pt AS PER SECTION 1416.1 t 2 CONTRACTOR TO ENSURE PROPER CORD DRAWINGS ARE DOCUMENTED. FIRE HOSE CABINET IF ANY CHANGES ARE MADE AS TO THE TYPE OF OCCUPANCY THAT WILL BE IN THE BUILDING IN THE FUTURE ,ANEW 23. VENTILATION RATE MUST BE MADE USING ASWRAE 62 METHOD. 20. PER TABLE 14-IC OF THE WSEC, MINIMUM EFFICIENCY REQUIRMENTS FOR WATER CHILLING PACKAGES - -5 - - SANITARY SEWER BELOW GRADE ry� FLOOR ARE NOT t0 BE LESS THAN THE FOLLOWING, PIRG DC9aT. 51AMC5C GONhJCGTIOht SIZE GA "FF TEST DIRE 5r 5TORM 5�R ACOVC GRADE J� FF'M FEET PER MINUTE - - 5T - - STORM SEWER 6ELOW GRADE PENDANT 5P'RINGLCR HEAD F5D FIRE 5MOKI! DAMPER ALL 2 P 15 90 AIR ED W/ ENSER ELE IGALLY TED : 3A* V 0 MANHOLE UPRIGHT _ NKLEIq HEAD FT FEET/FOOT ARI /580 R COOL W/o COND R ELECTRR LY OPE D , L am 11°'LV11 Q CATCH BASIN PENDANT AND UPRIGHT SPRINKLER HEADS GAL GALLONS MECHANICAL DRAWING LIST At�l 550 Al COO�L.ED G Y OPERAT POSITIVE D AGL�"tENT; � 51 --� SIDEWALL SPRINKLER HEAD j" V -�I PIPE GLEAN -OUT *PH GALLONS P� HOUR AIR ED EL TRICALL ItIVE Dt MENU; ALL 4� - D PIPE GLEAN -OUT TO ORADE ON / OI=F SPRINKLER �� GPM OAL.LONS PER MINUTE t IPRiOGAt M0.1 MECHANICAL AND ABBREVIATIONS NTS SFAS f V F FIRE MAIN KF, NON -FREEZE SPRINKLER HEAD GWB GYPSUM WALL BOARD LEGEND M0.2 MECHANICAL SCHEDULES 4 MOTOR LIST NTS LESS: 1 TONS 5 IPLv FIRE ALARM VALVE AI ED tRICAL Y OPERA POSITIVE 15PLACEMENT: 3HP MECHANICAL SITE PLAN 3/32' • I'-0' Sm : 3" t /5 SP WET SPRINKLER LINE HORSEPOIAIER� { SC ND SGROL V 5b0 rCC D5 DRY SPRINKLER LINE -' FIRE ANGLE HOSE HyyR I -SATINS WATER RETURN may MECHANICAL FOUNDATION PLAN 1/8' ■ I'-0' MO 300 TONS 5 IPL V W WATER MAIN DETAIL �� HW5 HEATING WATER SUPPLY COP LESS: TONS MI.I HVAC UPPER AND LOVER PLAN U8' ■ I'-0' S�5 V --- X -fir DRAIN TILE ID INSIDE DIAMETER TER ED ELEC CALLY RIOTED TRIFUGAL 1" , 300 t ARI /590 DRAWING NUMBER 1,- MI.2 PLUMBING AND FIRE PROTECTION 1/8 ■ 0 y 90 IPL G NATURAL GA5 - LOW PR 55LM SECTION I IE INVERT ELEVATION MI3 MECHANICAL ROOF PLAN I!8' ■ I'-0' : 3w TONS 6. COP G NATURAL GA5 - HIGH PRESSURE IN INCH 40 [PLY DRAWING NAME M?.I AN SEGt10N5 1 DIFFUSER LAYOUT AS NOTED AlR ED INGLE Gt L 0 GOP 560 IMPS MEDIUM PRE55URE STEAM TYPE (PIPRJaER/6RILL�OUVREI INV INVERT M2,2 MECHANICAL DIAGRAMS AS NOTED LP5 LOW PR85SURE STEAM - - NECK !NZt 0MmU5M SIZE KW KILOWATT WATER Nq ED TION T AL m.10 AN - - AIR VOLUME (G19M) NT$ SORPTION E Gt rNDr T FIRED ALL MV ARI 56m RETURN - - - - CONDENSATEPE - RADIATION TY(SVE 5PE ,J KWH KILOWATT PER HOUR M3J MECHANICAL DETAILS IA* 1SO DIRECTION OF ROW NOMINAL INNED LENGTH ONCHM) L LAVATORY OR LOWER M32 MECHANICAL DETAILS NTS ION EFFE DIRECT D ALL COP 1 5" SLOPE PIPE OR DUCT LAT LEAVING AIR TEMPERATURE Nt$ EGUIPMENT/PIAMIN6 FIXTURE TYPE 21. PER TABLE 14-F OF THE WSEC MINIMUM EFFICIENCY REQUM IENTS FIRED BOILERS ARE NOr L Ss PIPE DROP(O Lt35 THAN THE FOLLOWINGS BIZe CATEGORY SUB CATEGORY MIN EFF TEST PROCEDURE --O PIPE RISE GENERAL NOTE LAT LEAVING WATER TEMPERATURE HOT- WATER 80� DOE 10 CPR PIPE 'TEE DOWN GENERAL GENERAL NOTE MAKE-UIP AIR Lmr LESS 300 MCW PART 430 15'af, APUE APE TEE UP� MAX MAMAXIMUMSTEAM PIPE SLEEVE UN�-GUT FOR MDH t3RITISI•I THERMAL UNIT R HOUR 157k THERMAL 300 MBN , MAXMIN GAP EFFICIENCY 2,500 MDH BOILERS, GAS FIRED ANCHOR PIPE AN xx CONT nt xROL POINT DIGITAL. IN Mp MOTORIZED DAMPER 80'4 NOT WATER COMBUSTION H.I. HL18 BOILER D -�I~- PIPE UNION 00 xXx GOHTROL POINT DIGITAL OUT MWI4 MECHANICAL MORE, 2 ,500 M EFFICIENCY SAT TRACE at xxx CONTRA POINT ANAL06 IN MH MANHOLE MORE2,500 STEAM , EXPANSION JOINT Ap xxx CONTROL POINT ANALO °�!' OUT `TIN MINIMUM EFFICIENCY FLEXIBLE CONNECTION MPS MEDIUM P'RMWRC 511!AM FIFE REDUCER OBD OPPOSED BLADE DAMPER NO. GATE VALVE (NORMALLY OPEN) NO NOISE GRITERIAA40RMALLY CL05W ' GATE VALVE (NORMALLY GLMP) NIG NOT IN CONTRACT +-� r GMCCK VALVE NO NORMALLY OPEN NTS NOT TO SCALE DOMESTIC WATER 5ERVICE O/A OUTDOOR AIR DESCRIPTION Ral15 GPM PIPE SIZE OD OUT'81DE DIAMETER BUILDING LOAD DOME5TI0 WATER OFGI OYMR FURNI5HED CONTRACTOR IN5TALLED MECHANICAL EQUIPMENT - - - PC? PRESSURE DROP FUTURE LOAD - - - PDI PLUMBING AND DRAINAGE INSTITUTE MAXIMUM WATER LOAD POO POINT OF CONNECTION PRV PRESSURE REDUCING VALVE PS POUNDS PER SWAM NG II{ FIRE PROTECTION ZONINGS R/A RETURN AIR PROJECT CODE SUMMARY RD ROOF DRAIN DESCRIPTION ZONE N 5Y5TTI TYPE HAZARD ASSEMBLY AREA ASSEMBLY AREA WET SYSTEM LIGHT RF RETURN FAN STORAGE AREA'S MAIN BLDG WET SYSTEM ORDINARY *I RM ROOM I. 1991 UNIFORM BUILDING CODE RPM REVOL.UTI0145 PER MINUTE 2. 1"1 UNIFORM MECHANICAL CODE RWL RAIN WATER LEADER 3. 1991 UNIFOR`1 FIRE PROTECTION CODE 5 SANITARY MAIN OR 51NK 4. 20m0 UNIFORM PLUMBING GODS 5/A SUPPLY AIR D. 199E WPA 13 SPRINKLER& PIRE PROTECTION WATER SERVICE 5F 5L1PPLY PAN 6. 199E NFPA W KITCHEN EXHAUST 7 290/ WA0/fjN�To�tJ t�.J-7�' EA/E12lic-r COOS DESC.RIPTIOH bR�f PIPE SIZE 55 STAINLE55 STEEL RENTON PAVILION 5P STATIC PRE55URE FIRE LOAD 5550 SPEC SPECIFICATION ST STORM MAIN MAXIMUM WATER LOAD 390 4" T/A TRANSFER AIR TBD TO BC DETERMINED T5 TAMPER SWITCH T5P TOTAL 5TAric PRESSURE SANITARY LOAD TYP TYPICAL DESCRIPTION FU'S GPM PIPE 51ZE V VENT BUILDING LOAD 11 40 4' FUTURE - - - vR=L vELVGIrY VFD VARIABLE FREQUIMY' DRIVE TOTAL FIXTURE UNITS 1 11 1 40 4' VTR VENT THROUGH ROOF A WATER MAIN AB, WET BULE3 WC WATER CLOSET NATURAL GAS Total Equivalent LencJth of Pipe = 2OFT JAI 14"W,c. WCO WALL GLEANOUT DESCRIPTION LOAD 0-13H) Wm WdtTFR GAUGE BUILDING LOAD 10"115 MSH r'UTURE LOAD - WSEG WASHINGTON ENERGY CODE REFER TO SPECIFICATIONS FOR ADDITIONAL CODE REQUIREMENTS AND STANDARDS TOTAL BUILDING 10-5 M614 Pier 56 1201 Alaskan Way Suite 200 Seattle, WA 98i of 1U 206 623.3344 Fax 206 623.7005 /peen ENGINEERING INC. Consulting Professional Engineers Suite 307 - 1932 First Ave. Seattle, WA 98101 Phone (206) 770-7779 Fax (206) 770-5941 CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton NG171AP No. OATE REN9ON 1 11/10= GOOFlDINATION 1 I M 3 04 PERMIT 1881E PARTNER IN CHARGE P.A. PRCWECT RANACER C.V. PROJECT ARCMTECT S.B. PROJECT TEAM TNAyIM D.A. CHECK M.Y. Dorm VIAL ry OF CF111OA,y e J�� ?3? Ors,7 TITLE S HEE-" '&1o& PROJECT NO. 6129-08 PATE 12-17-02 PROJECT NEMM PhIf P:\6129-08\DWG SHEET NUMM M0.1 PERMIT SET MITHUN Architects+ Designers+ Planners Solid Interceptor Schedule Equp. Manufacturer Model Location Accessories Remarks Tag RD-1 MIFAB R1150 Roof/Chiller Mezzanine c/w Vandal Proof Domes, Stainless Steel Bodies, Rough Bronze Dome, Stainless Steel Mess Provide all other associated parts and material Over Domes annd Underdeck Clamps SI-1 MIFAB MI-SOLID-M Under Raised Floor c/w sanitary epoxy coated inside and outside stainless steel. Removable perforated stainles Provide with 2 replacment perforated stainless steel steel sediment screen with bucket. 3" inlet and outlet diameter sedimnet screen with bucket. SI-2 MIFAB MI-SOLID-M Under Raised Floor c/w sanitary epoxy coated inside and outside stainless steel. Removable perforated stainles Provide with 2 replacment perforated stainless steel steel sediment screen with bucket. 3" inlet and outlet diameter sedimnet screen with bucket. Pump Schedule Equipment Location Service Manufacturer Model Flow Head Motor Jolt/Phase Speed Size Remarks Tag [GPM] I [Feet] [HP] [RPM] P-1 Boiler Room Heating Water Pump Armstrong H,H65 BF 20 50 1.00 208/3 1750 Imp. Dia. 7" High efficiency motor, c/w Triple duty valve and VFD P-2 Boiler Room Heating Water Pump Armstrong H,H65 BF 20 50 1.00 208/3 1750 Imp. Dia. 7" High efficiency motor, c/w Triple duty valve and VFD P-3 Boiler Room Domestic recirc. Taco 5 4 8.3 0.03 115/1 3250 - Bronze Construction, High efficiency motor, AQUASTAT P-4 Boiler Room Preheat Coil Pump Taco 112 7.9 8 0.13 115/1 3250 - High efficient motor P-5 Boiler Room Preheat Coil Pump Taco 112 1 7.9 8 0.13 1 115/1 1 3250 - High efficiency motor PROJECT TITLE PROJ: Renton Renton Pavilion PROD #: 6129-08 Base Bid & Alt. No. 1 DATE: 23-Jan-03 FILE 6129-08-Motorlist.xls UNIT UNIT DESCRIPTION UNIT LOCATION LOAD VOLT PH EQUIPMENT STARTER CONTROL REMARKS # FLA HP S I C S I C TYPE S I C TYPE EF-1 WEST STORAGE ROOM EXHUAST FAN WEST STORAGE ROOM - 0.03 115 1 15 15 16 15 16 16 MAG 15 15 15 DDC 1 EF-2 WEST BATHROOM EXHAUST FAN WEST BATHROOM - 0.25 115 1 15 15 16 15 16 16 MAG 15 15 15 DDC 1 EF-3 EAST BATHROOM EXHAUST FAN EAST BATHROOM - 0.25 115 1 15 15 16 15 16 16 MAG 15 15 15 DDC 1 EF-4 EAST STORAGE ROOM EXHAUST FAN EAST STORAGE ROOM - 0.03 115 1 15 15 16 15 16 16 MAG 15 15 15 DDC 1 EF-5 ELECTRICAL / CHILLER ROOM EXHAUST FAN CHILLER / ELECTRICAL ROOM - 0.03 115 1 15 15 16 1 15 16 16 MAG 15 15 16 TSTAT Heating Units UH-1 (WET) UNIT HEATER BOILER ROOM - 0.5 115 1 15 15 16 15 16 16 HOA 15 15 16 TSTAT 1 UH-2 (WET) UNIT HEATER WEST STORAGE AREA - 1 0.05 115 1 15 15 16 15 16 16 HOA 15 15 16 TSTAT 1 UH-3 (WET) UNIT HEATER EAST STORAGE AREA - I 0.08 115 1 15 15 16 15 16 16 HOA 15 15 1 16 TSTAT 1 UH-4 (WET) UNIT HEATER CHILLER ROOM - 0.05 115 1 15 15 16 15 16 16 HOA 15 15 16 TSTAT 1 UH-5 (WET) UNIT HEATER MAIN AREA - 0.05 115 1 15 15 16 15 16 16 HOA 15 15 15 DDC 1 UH-6 (WET) UNIT HEATER MAIN AREA - 0.05 115 1 15 15 16 15 16 16 HOA 15 15 15 DDC 1 UH-7 (WET) UNIT HEATER WEST FAN ROOM 0.17 115 1 15 15 16 15 16 16 HOA 15 15 15 DDC 1 UH-8 (WET) UNIT HEATER EAST FAN ROOM 0.17 115 1 15 15 16 15 16 16 HOA 15 15 15 DDC 1 EH-1 (WET) ENTERANCE HEATER BACK ENTERANCE - 0.17 115 1 15 15 16 15 16 16 HOA 15 15 15 TSTAT 1 Pumps P-1 HEATING WATER PUMP BOILER ROOM - 1 208 3 15 15 16 15 16 16 HOA 15 15 15 VFD 123 P-2 HEATING WATER PUMP BOILER ROOM - 1 208 3 15 15 16 15 16 16 HOA 15 15 15 VFD 1,3 P-3 DOMESTIC HOT WATER RECIRCULATION PUMP BOILER ROOM - 0.03 115 1 15 15 16 16 16 1 16 HOA 15 15 15 AQA 1,3 P-4 WEST PREHEAT RECIRC. PUMP WEST FAN ROOM - 0.13 115 1 15 15 16 16 16 16 HOA 15 15 15 DDC 1,3 P-5 EAST PREHEAT RECIRC. PUMP EAST FAN ROOM - 0.13 115 1 15 15 16 16 16 16 HOA 15 15 15 DDC 1,3 Fire Protection TS SPRINKLER VALVE TAMPER SWITCH VARIOUS 120 1 16 MONITORED VALVES FS SPRINKLER FLOW SWITCH VARIOUS 120 1 16 MONITORED FLOW SWITCH Boilers B-1 AERCO KC-1000 BOILER ROM 10.00 220 1 15 15 16 15 15 15 BMS 30 AMP DHWT-1 A.O. SMITH HOT WATER TANK' BOILER ROM - 120 1 15 15 16 1 1 15 15 15 BMS Miscellaneous PHONE LINE TO DDC SYSTEM BOILER ROOM DDC PANEL BOILER ROOM 120 1 MAN = MANUAL STARTER DEFINITIONS: VOLT = REQUIRED SUPPLY VOLTAGE HOA = MAGNETIC STARTER C/W HAND/OFF/AUTO SWITCH & AUX STATUS CONTACTS PH = POWER PHASE MAG = MAGNETIC STARTER C/W AUX STATUS CONTACTS S = SUPPLIED BY DIV. INT = INTEGRAL PART OF UNIT I = INSTALLED BY DIV. C = CONNECTED BY DIV. E PWR = FED BY EMERGENCY POWER SWITCH = WIRED TO WALL SWITCH/STARTER (SUPPLIED AND WIRED BY DIV 16) TSTAT = CONTROLLED BY THERMOSTAT (120v) (SUPPLIED BY DIV.15 AND WIRED BY DIV 16) NOTES: 1) ALL DISCONNECT SWITCHES BY DIV. 16 LIGHT = WIRED TO LIGHT SWITCH 2) DUCT MOUNTED SMOKE DETECTOR (BY SECTION 15900) DDC = CONTROLLED BY DDC SYSTEM TO SHUT DOWN AHU VS = VARIABLE SPEED CONTROL SWITCH (SUPPLIED BY DIV.15) 3) SINGLE POINT CONNECTION TO UNIT SMOKE = FAN TO BE SHUT DOWN ON SIGNAL FROM FIRE ALARM (HARDWIRED BY DIV. 16) 4) CONTROLS AND ALARM ANNUNC = FAN TO BE CONTROLLED IN FIRE SITUATION FROM ANNUNCIATOR PANEL. (ALL WIRING BY DIV. 16) 5) SHUT DOWN ALL ELECTRICAL MECHANICAL DEVICES INTRLOCK WITH FIRE ALARM = FAN TO START ON SIGNAL FROM FIRE ALARM. (ALL WIRING BY DIV. 16) IN BOILER ROOM BY DIV. 16, BMS = BOILER MANAGEMENT SYSTEM CONNECTED TO DDC SYSTEM 6) REMOTE MOUNTED VSD SUPPLIED BY DIV. 15 AQA = AQUASTAT WIRED TO FAN BY DIV. 16 7) TWO SPEED MOTOR BASE BID & ALT. NO. 1 MECHANICAL MOTOR LIST NTS Expansion Tank / Air Se erator Schedule Unit Mark Manufacturer Model Number Type Volume f al Accept. Volume System Expansion Pressure Rating Remarks EXT-1 TACO CA140 Bladder 37 - 21 125 psi Heating Water Tank EXT-3 TACO PAX Bladder 22 - 18.22 125 psi Domestic Hot Water Tank EXT-4 AMTROL ST12 Bladder 4.4 - - 125 psi PreHeat Coil Loop EXT-5 AMTROL ST12 Bladder 4.4 - - 125 psi PreHeat Coil Loop AS-1 Spirovent VDN250 Vent/Filter 1.8 - - 150 psi Heating Water System Grilles & Diffuser Schedule Unit Mark Manufacturer Model Number Service Nominal Size Connection Size Finish Mounting Remarks S-1 Trox Trox FB-4 Floor Supply Diffuser 8" Dia See Dwg Black As per Detail c/w Dirt Trap (Base Bid Only) All Aluminum Construction L_ 1 _ _ _ _ _ _ - Specified by architect R-1 Titus 33RL Heavy Duty Return Grille See Dwg See Dwg See Arch Surface Mtd 0 deg Deflection E-1 Titus 50FF Egg Crate Return Grille See Dwg See Dwg See Arch ACT c/w damper, Aluminum style T-1 Titus 355RL Transfer Air Grilles See Dwg See Dwg See Arch Surface Mtd Sight Proof DG-1 Titus T-700L Door Grille See Dwg See Dwg See Arch Surface Mtd Sight Proof Boiler Schedule & Domestic Hot Water Tank Unit Mark Manufacturer Model Number Type Input MBH Output MBH Water (F) Enter Exit Efficiency % Remarks B-1 Aerco KC-1000 Condensing fire tube 1,000 890 105 180 89% c/w low water cut-off and combination boiler control panel DHWT-1 A.O. Smith FPSH-75 Gas Fired 1 75 631 40 140 Note 1 Ion 4" house keeping pad Note 1 UHWI-1 hos AMA UTiclency Kating Uertlticatlon Heat Exchanger Schedule Unit Mark Manufacturer Service Model Capacity Type Water Side (boiler supply) 40% Glycol Side Number BUTH Enter (F) Exit (F) flow gpm P.D. Enter (F) Exit (F) flow gpm P.D. HX-1 Flat Plate OA Intake FP5X12-50(1-1/4"MPT) 177,822 Plate 180 105 4.8 0.3 PSI 90 140 7.9 0.3 PSI HX-2 Flat Plate OA Intake FP5X12-50(1-1/4"MPT) 177,822 Plate 180 105 4.8 0.3 PSI 90 140 7.9 0.3 PSI Fan Schedule Unit Tag Manufacturer Model Area Air Ext Static Fan Weight Remarks Number Served CFM Press.ln hp V/Phase (Ibs) EF-1 Greenheck SE1-8-426-D-1 West Storage Room 232 0.15 0.03 115/60/1 15 Wall Mounted c/w wire cage EF-2 Greenheck BCF-106-4 West Washroom 400 0.60 0.25 115/60/1 80 c/w Weatherproof Disconnect Switch EF-3 Greenheck BCF-106-4 East Washroom 350 0.40 0.25 115/60/1 80 c/w Weatherproof Disconnect Switch EF-4 Greenheck SE1 -8-426-D- 1 East Storage Room 232 0.15 0.03 115/60/1 15 Wall Mounted c/w wire cage EF-5 Greenheck SE1-8-426-D-1 Chiller / Electrical Room 232 0.20 0.03 115/60/1 15 Wall Mounted c/w wire cage and reverse actin thermostat Radiation, Unit Heater and Force Flow Schedule Unit Mark Manufacturer Model Location Air Flow Water (F) Flow Output Motor Remarks Number CFM Enter Exit [gpm] [BTUH] HP Volt/Phase UH-1 Engineered Air H2 Boiler Room 550 180 105 0.19 7,000 0.50 115/1/60 UH-2 Engineered Air H2 West Storage 550 180 105 0.27 10,000 0.05 115/1/60 UH-3 Engineered Air H3 East Storage 840 180 105 0.40 15,000 0.08 115/1/60 UH-4 Engineered Air H2 Chiller Room 550 180 105 0.19 7,000 0.05 115/1/60 UH-5 Engineered Air H7 Main Area 1760 180 105 1.40 52,500 0.17 115/1/60 UH-6 Engineered Air H7 Main Area 1760 180 105 1.40 52,500 0.17 115/1/60 UH-7 Engineered Air H11 West Fan Room 4450 180 105 2.86 107,404 0.05 115/1/60 UH-8 Engineered Air H11 East Fan Room 4450 180 105 2.86 107,404 0.05 115/1/60 EH-1 E ineered Air CUH-2 Back Enterance 245 180 105 0.19 7,000 0.05 115/1/60 One Fan/ Recessed mounted BB-1 Engineered Air WF-4A Bathrooms - 180 105 0.264 Gpm/FT 990 Btuh/FT - - Two Row 12" cabinet height HEATING COIL PRC-1 PRC-2 MAKE ENVIRO-TEC ENVIRO-TEC MODEL 4HW-9-43.75X36.000-2-1 0.0-1 .00 4HW-9-43.75X36.000-2-10.0-1.00 CAPACITY: MBH 177.8 177.8 AIR FLOW AMOUNT : CFM 4750 4750 MAX PRESS DROP: IN WG 0.12 0.12 EAT DB: DEG F 23 23 LAT DB: DEG F 62 62 MAX FACE VELOCITY: FPM 434 434 FLUID 40% Eth. Glycol 40% Eth. Glycol GPM 7.9 7.9 EWT: DEG F 180 180 LWT: DEG F 160 160 MAX WATER PRESS DROP: FT 3 3 FINS 10 10 ROWS 2 2 FACE HEIGHT : INCH 43.75 43.75 FACE LENGTH :INCH 36 36 ROWS 2 2 BASE BID & ALT. NO. 1 MECHANICAL SCHEDULES NTS Pier 56 1201 Alaskan Way Suite 200 Seattle, WA 98i o1l TEL 2o6 623.3344 FAX 2o6 623.7005 ENGINEERING INC. Consulting Professional Engineer 1932 FIRST AVENUE, SUITE 307 Seattle, Washington. USA 98101 Phone (206) 770-7779 Fax (206) 770-5941 CITY OF RENTON UAL PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton KEYMAP NO. DATE REMSION PARTNER IN CHARGE P.A. PROJECT MANAGER D.A. PROJECT ARCHITECT S.B. PROJECT TEAM MEMBERS C.V. CHECK M.Y. ENGINEER SEAL TITLE BASE BID & ALT. NO.1 MECHANICA EQUIP SCHEDULE & MOTOR LIST PROJECT NO. 6129-08 DATE 01-28-03 PROJECT NETWORK PATH P:\6129-08\DWG MEET NUMBER M0w2 CITY OF RENTON %hV E D JAN 2 8 2003 COPYRIGHT© 2002 MITI l-N&DIVISION MITHUN Architects+Designers+Planners Pier 56 i2m Alaskan Way Suite Zoo Seattle, WA 98m T& 2o6 623.3344 FAX 2o6 623.7oo5 /peen ENGINEERING INC. Consulting Professional Engineers Suite 307 - 1932 First Ave. Seattle, WA 98101 Phone (206) 770-7779 Fox (206) 770-5941 CITY OF RENTON PIMECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton WMAP ND. DATE REWSrON 11/15M2 000REHNAMN 1 12/1 AW PERMIT ISSUE PARTNER IN CHARGE P.A. MECT uANACER C.V. PRmr ARCHITECT S.B. PRD,ECT MAN Numms D.A. MGM M.Y. ERMOR SEAL ME o� A &i.._ as Yp 0 T37(PNiEs 0 Fp �'il p�NG 3 as SITE PLAN PRmr no, 6129-08 DATE 12-17-02 PRQECr NETNORK PATH P:\6129-08\DWG MECHANICAL SITE PLAN V32• s r-W SWET NLINGM MO.3 PERMIT SET MITHUN Architects+Designers+Planners 2 45 6 7 8 9 10 12 REFER TO SITE PLAN FOR CONTINUATION REFER T SITE PLAN OF DOMESTIC WATER FOR CON 11"TION FOR FIRE TECTION WATER A S6 4" �•e �;+ 41+ 3' 3 ` �'� STARTMG INVERT . 1.4' 4't SIP° TO FIRE PROTECTION I 444 1 FLOW SWITCH ASSEMBLY I 4'4 VENT UP 4'i 3'M 3.0 4't (TYP) 1 4'� 44 3'# 34 UP TO DOMESTIC WATER 4"f 4" Yo •+ 4'a �'e 3'� 3'♦ 3'0 DOUBLE CWECK VALVE BACKFI-M ASSEMBLY ED CO 4'6 CO I / 3'� 3'� 3'i \_ SANITARY LINE TO DROP SOLID INTERCEPTOR 4'0SOLID INTERCEPTOR BELOW SLAB AT Me POINT IN RAISED FLOOR RE ER TO • IN -A 33.°.R IN RAISED FLOOR CCONT TSaN PLAN FOR sl-I C GREASE INT OR PIPE TO DROP DEL SLAG AND CONNECT INTO ANITARY LINE D E I Fh ---------- -- --- F -- -- -- I I Pier 56 1 2m Alaskan Way Suite 200 Seattle, WA 98 of WL 2o6 623.3344 FAX 206 623.7005 ENGINEERING INC. Consulting Professional Engineers Suite 307 — 1932 First Ave. Seattle, WA 98101 Phone (206) 770-7779 Fox (206) 770-5941 CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton ND. DAZE REW" 1 11/15A2 COORDINATION 1 I ZM3A2 PERM ME PARVO NI CHARGE ■ a i PRUCT 11ANAMR C.Y. PRow 1WCHTECT S.B. PIMJM TEAM UMERS D.A. a+Eac M.Y. UGHM SEAL ✓gal F Y �OF gFNT�ry EXPIRES ` ?3 �aE MECHANICAL FOUNDATION PLAN PRQ.W PC 6129-08 DATE 12-17-02 PROJECT NE11 0T PATH P:\6129-08\DWG SHM MMER MOA PERMIT SET COPYRIGHT 0 2002 MITHUN, INC. COLUMN UP TO UNIT 14EATERS (TYPICAL) — 6 7 8 9 10 11 12 TRANSPER AIR GRILL 3 - �-- (TYPICAL) on►.e Cvuaw nw��r dOntuAi Iar ♦�sM. I 4 T T T OPEN PART BLOCKED APO 0060 LaQ r-OV i 5k,OCKeD FOP- GvTJRor MOTORIZED DAM? -ER INSULATED MOTORIZED DAMPER DEEM PART iX4iC.L'f>ED fb�t (•TI idQiMOTORI ZED DAMPER MEZ NINE OPEN T 20 III 4 BELOW 111 11 1117 REMOTE RELIEF LOUVER BY ARC411TECr '*—OIA AIR LOUVER BY ARCWITECt AL 10'x4.5' OF OPEN ABLE AREA lore E ALLOW Vx4.5' OF OPEN ABLE A A fd/Z T:x'*raE i OTORIZED DAMPER AREA NOT MOTORIZED DAMPER AREA T w TO BE BLOCKED AND INSULATED U15EO TO BE BLOCKED AND INSUL TED I I II ( I II II I I I I II HVAC LOWER PLAN 8 9 10 INTAKE LOUVE BY ARGWITECT ALLOW 5 E AREA OVER ENTIRE BLOCKED AND OPEN PART &A-m-10 roit Fiat PACE NSULATED MOTORIZED rd4riPER INE EXTERIOR MECH, MEZZANINE OPEN 10 l 02 3 DDC CON BELOW STATION _ I LOUVER BY ARCWrECt REMOTE RELIEF LOUVER BY Alli6WTECT ALLOW 'xO' OF OPEN ABLE AREA 409 FJjd ALLOW lV'x4.5' OF OPEN ABLE A FtIR A0Tt)P ZED DAMPER AREA NOT I 1 MOTORIZED DAMPER ARE Ot USED T47I BE BLOCKED AND INSULATED I USED TO BE BLOCKED AND IN �ATED (I ( I I . II II II II II ( I I I ( II II I II I I II I I I I.I I I I II II — I II II I I II I ( 2 HVAC UPPER PLAN 1/r =1'4r 12 0 mom PLOW Y DOP10 EM' i INN WATER RECIRC, WATER TANK SI NG� E I e � P-5 WEAtING WATER PUMPS - EM-El— wEAtING WATER E>00*610N TANK 41WI 1 4G. E ``~ CONDENSING BOILER FLUE UP 3 BOILER Roots PART PLAN 1w 0 T-0. MITHUN ArCMt is+Designers+Planners Pier 56 im Alaskan Way Suite ZOO Seatde, WA 98iol TiL 2o6 623,3344 Fm 206 6217005 %een ENGINEERING INC. Consulting Profeesional Engineers Suite 307 - 1932 First Ave. Seattle, WA 98101 Phone (206) 770-7779 Fax (206) 770-5941 CITY OF RENTON a PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton ND. DATE REIA90N i 11/15m COORDINATION i l an 3 2 PERMIT SSUE PARTNER IN CHARGE P.A. PRmcr YANACER C.V. TRiOTECr ANN#RTECT S.B. PROW TEAK TmERS D.A. 0 M.Y. EWWM SEAL ZqjoK&'P' ' %,ENTpN RFD EXPIRES D 3Q 2002 3�1t0/NG DIVISIOA! TITLE HVAC UPPER & LOWER PLAN w1o=r N0. 6129-08 DATE 12-17-02 RV ECT NETWW PATM P:\6129-08\DWG SHUT NWOM m 1.1 PERMIT SET COPYRIGHT 0 2002 MITHUN, INC. i IL 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 i � I i (D- tE i PLUMBING AND FIRE PROTECTION LOWER PLAN m �1111 . �11111 ■ . �1111 ■ � . �1111 . �11 . 11�1111 . a . �1111 . SPINKLER DOWN TO EAST STORAGE AND 6ANROOM AREA MITHUN Architects+Designers+Planners Pier 56 12m Alaskan Way Suite 200 Seattle, WA 98m TEL 2o6 623.3344 FAX 2o6 623.7oo5 /peen ENGINEERING INC. Consulting Professional Engineers Suite 307 - 1932 First Ave. Seattle, WA 98101 Phone (206) 770-7779 Fox (206) 770-5941 CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton NETMAP NQ. 041E REWSION 1 11I1M COORDINATION 1 1113A2 PERMR ISSUE PARTNER IN CHARGE P.A. PROJECT MANAGER C.V. PROJEEGT ARCHITECT S. B. PROJECT TEAM WMIU 5 D.A. ORO( M.Y. oKxER SEAL EXPIRES O o0 UI CDI NG D/V"310ti ATLE PLUMBING AND FIRE PROTECTION PROJECT NO. 6129-08 OATS 12-17-02 PROJECT NETWORK PA114 P:\6129-08\DWG WING AND FIRE PROTECTION UPPER PLAN SHEET NUMBER M1,2 PERMIT SET COPYRIGHT © 2002 MITHUN, INC. MITHUN Architects+Deslgners+Planners 2 3 Tw� 5 6 7 8 9 �I 0 �I � � 2 DOMESTITER3'e vENT t�IRU RsOCP TANK FLUE A -- V4 BOILER UE II Q I) II � I II II II III II � � I II II I I II II II III I I I II II II i.l ii II �LI II I� 11 II � I II II III ►I II II II II I� � Il II I I II II II III II I� II II I I II II IIJIII. nil III II g IUD- C"ECT DRAM TO DOWN s T E FLOW I I I I I I I 11 i t II it III II AND R1�V v ExTER!IOR I I I I I I I i t I I I I I I III I I WALL AS PE ARCWTECTUAL I I I I I I I I I I I I I I I III I I LOCATION i II I.I II II II II II III II I II II II I II II it II II II �� III II II II II III II I I.I II II II _., II I II II II II II II III II I II II II II II �� �� III II � I I II II II II II II I II II II II II II II III II I II II II Il II II I II II II II II II it III II Ii I I I II II II I II III II I II II II I� II II II III II II II II IIIII II �— I I I II II II II II II II I II II II II II ii ii �ii ii � i I II II � � I I.I II II it II II II III II I II II II II I.I II II E coNNEcr r0 D011�+l $ ur BELOW II II III II I AND R,lN D EXTERIOR I I I I I I I I I I I I III I I WALL AS PEE ARr-WITECTUAL I LOCATION I II II II II II II II III II I II II II II it III II I it II II II II II II II If I II III I F- --_----I-r-- - -_ ----- i - rr frRil — I I I I I i I I I I I I I I Pier 56 12m Alaskan Way Suite 200 Seattle, WA 93iol m 2o6 623.3344 Fm 2o6 623.7oo5 ENGINEERING INC. Consulting Professional Engineers Suite 307 - 1932 First Ave. Seattle, WA 98101 Phone (206) 770-7779 Fax (206) 770-5941 CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton KENAP - �. DATE REMION 1 1111&M COORDINATION 1 12A M2 PEANUT ISM PARTNER IN CHARGE P.A. PRO,ECr YANACER C. V. FRMr ARC141TECT S.B. PRO.ECr TEAN NEVER$ D.A. CHECK M.Y. ENGNEER SEAL / C/ryOF 'T C C /F' T.V C DEC 2 � V `4 TITLE M EC HAN ICAL/S/oti ml 0 PRO.ECr NO. 6129-08 DATE 12-17-02 PRMr NETNDRK PATH P:\6129-08\DWG SHEET NUNTER M1,3 PERMIT SET COPYRIGHT 0 2002 MITHUN, INC. 0 1 MECHANICAL SECTIONS _ 1/4• • r-cr NOTE: I. ARE TO BE 241 DIFFUSERS LOCH PER DETAIL 1 2 3 4 5 6 7 8 9 10 (12 ! 1 I I I ! 1 ! I -1 -D.S. .S. D.S. A1 _ _ - - — — -- STORAGE) JAN. F.E. II RECYCLE SERVICE U U U ERVIC III N.I.C. WEST ! 1® ® a ® 61 I 107 STORAGEf CHILLER PRINLLERR/ I III--------� 103 MEN L BY WOMEN SE�---------r-------, EOROOMNT I �1021 III i 1041 !® ® ® ® = 01 6 r 1 108 i i .I ( 109 9I III GARBAGE N I ! ++ N.I.C. UP ® ® ® ® L UP i RECYCLE 1. YULE I GARBAGE ' J 4 ILLI F.E. ( O �E. Q C� O — — — — F.E. —I® —.0 —�Il —.0 — ® ( .0 .... .—�® — —.® ...® ® — I——l;,-poF�« C I 0I 0 i I) ( I OPEN I 1 I HALL �! ® 1 I 101 I I ! IIIS 0 0 0 I ! I I 0 0 I I. A V II I I 0 0 0 ® 0 0 0 i 0 ! 0 ® 0 0 0 0 0 ® ® 0 ® 0 ® ® ® ®I 0 0 ® 0! a 0 I. F.E. F.E. F D.S. I D.S. I — . — . — — I — — — D.S. I D.S. D.S. ! L------------II------_------------------I--_--_--__---1-------_----- -------------------------------__--_----_ ! ! I I I I s FLOOR DIFFUSER LAYOUT 1/4• =1'-T MITHUN Architects+Designers+Planners Pier 56 i20i Alaskan Way Suite 200 Seattle, WA 98i m Ta W6 623.3344 FAX 2o6 623.7005 %een ENGINEERING INC. Consulting Professional Enyineers Suite 307 - 1932 First Ave. Seattle, WA 98101 Phone (206) 770-7779 Fax (205) 770-5941 CITY OF RENTON tWL . z t1. PROJECT: RENTON PAVILION LOCAnON: Renton, WA PREPARED FOR: City of Renton SAP NO. DAIS REM" 1 11/15= COORDINATION 1 12/1 S0 PERMIT Gem PARTRER !1 CIMCE P.A. PRmCr NmACER C.V. PROA?Cr ARC1uTECT S.B. PR=r mm mumu S D.A. 04ECK M.Y. 60 RILE MECHANICAL SECTIONS & DIFFUSER LAYOUT PaaEcr No. 6129-08 OATS 12-17-02 PR=r RET&M PATH P:\6129-08\DWG %W foam M2,1 PERMIT SET 4 COPYRIGHT © 2002 MITHUN, INC. L-- I MITHUN Architect s+Designers+Plan Hers Pier 56 i2m Alaskan Way Suite 200 SeaWe, WA 98m M 206 623.3344 FAX 206 623.7oo5 /wee ENGINEERING INC. Consulting Professional Engineers Suite 307 - 1932 First Ave. Seattle, WA 98101 Phone (206) 770-7779 Fax (206) 770-5941 CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton NEMAP N0. DATE REMSM 1 11J16= COORDINATION 1 12/18= PE FMT ISSUE PARTNER IN CHARM P.A. PRMr MANAt R C.V. PRO.ECr ARB %cT S.B. PRO,E'Cr TEAM MEMBERS Q.A. a+ECK LN ENONEER SEAL EXPIRES D 3 ' F 1 n»� MECHANICAL" DIAGRAMS PRO&Cr NO. 6129-08 DATE 12-17-02 PRmcr RETww PATH P:\6129-08\DWG MT NUMBER M2.2 PERMITSET COPYRIGHT 0 2002 MITHUN, INC. 8PRING 160L.ATORB PL.EX CONNECTION TO $I1pE�CIPgG4TIGN8 I' ACOUSTIC WIR"TION FINISHED GRADE MITHUN Architects+Designers+Planner's I GL05ED CELL COMPRESSIBLE FOAM SEALER IFLEXIBLE), GLUED TO PLENUM DIVIDER. MINIMUM 1' CK x 2' WIDE. Q CONTINUOUS DUCT SEALER ALONG EDGE 7POP RIVET ET METAL SCREW OVERLAP. A CONTINUOUS CT SEALER. I WZWWR', DAMPER POSITION iNDiCATOR$ n irr ilrrrrr+r i }111}111111 lll� II OVERALL ■ 'lll V CARPET HOLE s1ZE ■ av ATTACHMENT RING DAMPER DIRT BASKET NMI 1)1) DIFFUSER TO BE ALL METAL C"TRUCrION 2) CLOSE ROTATION OF DIFFUSER CORE OPENS DAMPER IN -FLOOR DIFFUSER INSTALLATION DETAIL of SCALE: NTS M3.1 PEDESTAL FOOT GLUED TO STRUCTURAL SLAB. V FLANGE GLUED TO STRUCTURAL SLAB. 5 L- L- { 7 v 1 V I L./ 1 f 1 V L. 1\ L W L. I \I L- V/ 1 I I v 1 • 1 (�,g SCALE: NTS M3.1 (D PROVIDE CONTINUOUS [ACT SEALER ALONG EDGE. POP RIVET OR SHEET METAL SCREW OVERLAP. ON S DUCT SEALER. V L-SH 26 A. PLENUM DIVIDER SCALE:NTS NQM DETAIL APPLIES TO LOCATIONS WHERE PLENUM DIVID CROSS ELECTRICAL CONDUITS. MECHANICAL CONTRA R SHALL COORDINATE EXACT LOCATIONS WITH DIV. 16. (!41 26 GA SHEET METAL OUTLET. M3. I 4 v Z - - - EXWA ST AIR RAN FAN ACCESS DOOR "I I" DUCT MOUNTED BACKDRAIPT DAMPER ELBOW SRI.EVCER. (MOTORPZED WaER E P14"m to 111"CA LE INDICATED ON DRAIUNGS) TRANOMR GRILLE NOTE; COMPLETE WITH PIREAMOQ FAN TO BE WIRED To REVERSE ACTING DAMPER r- REQUIRED. T-STAT SUPPLIED BY DIV 15. WIRED BY REFER TO PLAN DRAWNGS DIV. 16. ALL SILENCERS SHALL HAVE BEEN TESTED IN COMPLETE ACCORDANCE WITH THE LATEST REVISION OF ASTM E477, "STANDARD METHOD OF TESTING DUCT LIKED MATERIALS AND PREFABRICATED SILENCERS FOR ACOUSTICAL AND AIRFLOW PERFORMANCE," IN A LABOMTORY THAT IS NVLAP-ACCREDITED TO CONDUCT THE TEST. THE ACOUSTICAL AND AERODYNAMIC PEBPORMANCB OF ALL SILENCERS SHALL CONFORM TO TER VALUES IN THE FOILOW04G SHEDULE. MANUFACTURERS BEAU BE PREPARED TO PROVIDE CERTIFIED TEST REPORTS THEN REQUESTED. TELECOM / ELECTRICAL ROOM EXHAUST DETAIL o� SCALE: NTS M3.1 L CONTINUOUS FOLLOW CHANNEL -TILE SPACER SET CONTINUOUS INVERTED SHEET METAL CHANNEL BETWEEN CHANNEL AND TILE. SPACER SUPPLIED AND INSTALLED BETWEEN SPACER AND PEDESTAL I INSTALLED BY ACCESS FLOOR CONTRACTOR CHANNEL SUPPLIED AND INSTALLED BY FLOOR CONTRACTOR DE GONrINuOUS DUCT SEALER ALONG EDGE. (ERE IF REQ'D FOR FIRE PEDESTAL FOOT GLUED t0 STRUCt L SLAB. CAMP NTALVATION.) O L -SHAPED 26 GA. PLENUM p ER. Q F+OP RIVET OR ET METAL SCREW OVERLAP, FLANGE GLUED TO 5TRUC SLAB. CAU CONTINUOUS t SEALER ®SUPPORT POST ITY SCREW ACCESS FLOOR THROUGH SPACER AND CHAMIEL TO PEDESTAL HE Q CONCRETE RAI OOR 4 4 a 4 4 v 4 PLENUM DIVIDER DETAIL OPTION 2 0� SCALE: NTS I13.1 84,RPORT POSr BELL FLOOR TILE S'b FLOOR DIFFUSER NOTEg CARPET TILE SEAMS To BE OFFSET 12' PW I ACCE86 FLOOR SEAMS. (TYPICAL) DIFFUSER LOCATION DETAIL SCALE: NTS M3.1 e A rcvn a nne 0 STRUCTURAL FOOTINGS - STRUCTURr FOOTINGS NAVY DUTY CLEAN -OUT (JAY R. e"114J C/W VANDEL LOCKING SCREW" 16'xlb'x8' THICK CONCRErE PAD SOLID PIPE MOSE!R (CAST IRON) PLUG END OF WYE FITTING DRAIN TILE PIPE 1/8 BEND, LONG RADIUS WYE FITTNG FITTING A 1/8 BEND UP TD CLEAN our DRAIN TILE PIPE 1/8 BEND, LONG RADIUS WYE FIrING : • WYE FITTING A LONG RADIUS 1/8 BENDS r0 BE USED At ALL TURNS 45 DEG, A LARGER PITTING ! Il8 BEND UP TO CLEAN OUT CONTRACTOR SHALL DEMONSTRATE . A TEST R4,FI ALL CLEAN -ours TO THE SATISFACTION OF THE ENGINEER - e e PROVIDE PIPE INVERT ELEVATIONS At ALL MAJOR CHANGE$ OF DIRECTION . r.'... THESE DETAILS APPLY TO BUILDING PofVATION DRAINtILE ONLY REFER TO SPECIFICATION EXTERIOR CLEANOUT DETAIL SCALE: NTS f13•I LINE OF EXCAVATION, To A STANDARD'S, EXTERIOR BUILDING CONCRETE j FOUNDATION WALL. j / 1 ° 3' MAX- - d WATER SERVICE, PRESSURE A e j SERVICE OR SEWER PIPE. Q PIPE FITTINGS. ROD ALL PRESSURE SERVICES. / 4 4 ° Z e 4 Q 4 EXTERIOR BELOW GRADE, WATERPROOF SEALANT MATERIAL AROUND PIPE OPENING. - - _ - - STANDARD WEIGHT GALVANIZED N e 4 e a 4 o° 11 STEEL PIPE SLEEVE GNJ SEALING 4 �� / / / ° 4 ° 4 ° s ANCHORR AP ING COLLAPOURED-IN- \\ \\ \\ \\ PROVED PLACE. \/\/\ ACTOD L! ActiVArED EXPANDABLE WATERPROOF i\\j\\/\\/\\/\ .IFiLL NON-HARDING OAKUM To BE PACKED /\\//\\//\\//\\//\\//\\ Q 4 IN PIPE SLEEVE HOLE AROUND PIPE. /\//\//\//\//\//\//\ 44 e 4 / WOOL OR OTHER INSULATE cAuLKING. @ CORRAL REBAR REINFORCEMENTS TO\//\//\//\//\//\//\//\//\ ' 4 ° TIE INTO BUILDING CONCRETE . 4 ° 44 C FOUNDATION WALL. f/�//�//�//�//�/f�//�//�//I e \ O9 APPROVED BEDDING AND FILL MATERIAL. REFER SPECIFICATIONS.>/i CONCRETE THRUST BLOCK SIZE AS PER PIPING MANUFACTURERS REQUIREMENT'S. IOEFER TO SPECIFICATIONS. 11 EXCAVATE 4 INSTALL EXTERIOR PIPING ONLY AFTER BACK FILLING TO GRADE HAS BEEN COMPACTED TO % MODIFIED PROCTOR. (REFER TO STRUCTUAL A CIVIL REQUIR`1ENT8 AS WELL) THIS APPLIES TO ALL LOCATIONS WHERE PIPES CROSS THROUGH EXCAVATED AREA BETWEEN BUILDING WALL AND UNDISTURBED SOIL. OR PROVIDE CONCRETE BRIDGE SUPPORT UNDER PIPE FROM WALL CORBAL TO UND15TURBED SOIL. RODDING PIPE FLANGE A FLANGE FITTINGS AS PER PIPE MANUFACTURER'S REC.:UIREMENT$. THE TYPE OF PIPE 4 FITTINGS $HALL BE AS AS STATED WITHIN THE MECHANICAL SPECIFICATIONS. EXTERIOR WALL PIPE SEAL DETAIL 6 SCALE: NTS M9,1 LOOP SIZING DATA 1. USE THESE FORMULAS FOR TEMPERATURE DIFFERENCES Not EXCEEDING 230112. FOR OTHER CONDITIONS USE THE ASHRAE GUIDE DATA BOOK. 2, LENGTT OF PIPE IN LOOP'L'Mchm o 2Y.W 3. FOR LENGTH 'L' USE FOLLOWING FORMULAS: (A) STEEL PIPE L■2la1 D x (B) COPPER PIPE L ■ 3.15 lid 4. D ■ DIAMETER IN Inches 5. E■DISTANCE BETWEEN ANCHORS IN Inchee 6. W■O25 OF L GUIDES ANCHOR C B LA EXPANSION LOOP OR JOINT - W - ��` ANCHOR Y j �k ASK B C - E SPACING ACTUAL DIA. size MAXIMUM DISTANCE BETWEEN rncl'kss I Intl GUIDE$ o o a O O o 0 0 o a o HEATING WATER RETURN D NOMINAL A B C Q RE -HEAT COIL, ENTRANCE 1.32 1 8 24 10' 1 DRAIN VALVE HEATER OR UNIT I' INSULATION (TYP) jSUPPORT POST (TYP) 16a 12 8 24 10. 2 THREE WAY CONTROL VALVE STRAP -ON AQUASTAT RAISED FLOOR POST / PIPE CLAMP (rYP) A 16 8 36 IF" (WIRED TO SPACE THERMOSTAT O AN BY DIV. 16) GA. METAL COVER 20 2 8 36 IV BY DIY. 16) 11 ROOMTHERMOSTAT WATER RETURN 294 46 10 48 Ro, 3 HEATING WATER SUPPLY (WIRED TO CONTROL VALVE ICAL CONDUIT 356 32 12 4S 20, BY DIV. 16) SUPPORT POST (TYP) 44 HEATING WATER RETURN Q 4 A a .56 4 16 60 30' ISOLATION VALVE CONCRETE SLID 6,12 6 24 120 35 5 Q 4 8.16 8 30 I20 4S' NOTE: REFER TO SPECIFICATIONS 4 PLANS FOR a 4 a 10.92 IV 40 1" "1DUCTWORK 4 CABINET CONFIGURATION a v aQ 12116 12 48 144' a a Q CONCRETE SLAB 14.14 14 56 144 10' a a v 16.24 16 64 1 180 80' 18.28 l8 12 ISO 8b' 20.32 20 80 240 90' 24.4 24 96 240 1". SAY GATE VALVE CACKFLOW PREVEN70R TO SYSTEM FROM WATER SERVICE A ? BF.P. DOMESTIC WATER DOUBLE CHECK VALVE ARRANGEMENT 7 SCALE: NTS f"13.1 Pier 56 1201 Alaskan Way SUM zoo Seatde, WA 98,oi Ta 2o6 623.3344 FAX ao6 623.7oo5 FIN 10"m ENGINEERING INC. Consulting Professional Engineers Suite 307 - 1932 First Ave. Seattle, WA 98101 Phase (206) 770-7779 Fax (206) 770-5941 CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton No. GATE RIE'A N 1 11/160 COORDINATION 1 12115= PERMIT SSUE PARTNER IN CHARGE P.A. PROJECT UMAM C.V. Rw =Cr ARqu O S.B. PROW Tim Imms D.A. Ow M.Y. �F9F EXPIRES Q 3 �1 n ��I/rov n�E M EC HAN I CALF" DETAILS PaoaEcr No. 6129-08 GATE 12-17-02 t'+Rom NETT M PATM P:\6129-08\DWG ELECTRICAL CONDUIT COVER DETAIL 10 SCALE: NTS HEATING WATER PIPING DETAIL II SCALE: NTS f 13.1 PIPE LOOP AND GUIDE DETAIL 12 SCALE: NTS M9,1 ENTERANCENNIT HEATER PIPING SCHEMATIC 13 SCALE: NTS I`13.1 SHEET NUMM M3,1 PERMIT SET COPYRIGHT© 2002 MITHUN, INC. SEISMIC RESTRAINT CONNECTION AT UNDERSIDE OF SLAG MITHUN Architects+Designers+Planners ACCESS TYPICAL FOR HORIZINTAL AND VERTICAL INSTALLATIONS BREAKAWAY JOINT: S SLIP CONNECTION ON TOP 4 BOTTOM. DRIVE SLIPS ON tWE SIDES OR AS PER MANUFACTURER'S RECOMMENDATIONS (CAULK AIR TIGWT 4PLSJ DUCT AV Ma FIRE WALL CLEARANCE: 6mm PER LINEAR FOOT BOTH DIMENSIONS RETAINING ANGLE IRON (16 Ga.) FIRE DAMPER (ULC APPROVED) GALVANIZED STEEL SLEEVE FUSIBLE LINK 6' Me x. ACCESS PROVIDE CEILING ACCESS PANELS WHERE REQUIRED TO ACCESS DAMPERS PER SPECIFICATION. REFER TO PLAN DRAWINGS FOR LOCATIONS OF FIRE DAMPERS FIRE DAMPER INSTALLATION DETAIL o8 SCALE:NTS (f3 2 SEISMIC RESTRAINT CONNECTION At 50TTOM COLTER OF UNIT "'ECWAN11 AL UNIT INSTALL CABLE SEISMIC RESTRAINT a EACW CORNER ANGLE RESTRAINTS a 457. VITfON f 50LA HANGER - TYP. PLAN VIEW • a , CONCRETE SLA5 EXPANSION ANCHOR BOLTS y STEEL ANGLE CHAIN SHACKLE WIRE ROPE TWIMBLE U-BOLt CLAMP - TYP. AIRCRAFT GALE - tENSIOV CABLE ONLY ENOUI311I To REMOVE CABLE SAG U-BOLT CLAMP - TYP. WIRE ROPE TI-I MdLE CHAIN SHACKLE STEEL PLATE CONNECT TO UNIT SEISMIC RETRAINT DETAIL o2 SCALE:NTS 3.2 MOUNTING ANGLE FIRE DAMPER SLEEVE ACTUATOR WIRED t0 SMOKE SENSOR FUSIBLE LINK AUXILIARY OPERATING SWAFT. DAMPER STOP SENSOR WIRED TO DUCT MOUNTED SMOKE DAMPER SENSOR SHALL BE INSTALLED WITWIN SMOKE DETECTOR SUPPLIED BY DIV, 15. INSTALLED A WIRED BY DIV. 16. BREAKAWAY DUCT CONNECTION FIRE GUARD DRYWALL NOTES: I. PROVIDE OPENINGS IN FLOOR OR WALL 1/4' TO 3& LARGER tWAN OVERALL SIZE OF FRRE DAMPER AND SLEEVE ASSEMBLY. 2. CONSrWCT FIR DAMPER ASSEMBLY TO eMACNA STANDARDS, AND NFPA WA REQUIREMENTS. 3. VERTICAL INSTALLATION IS ILLUSTRATED. HORIZONTAL INSTALLATION SKLAR 4. PROVIDE SUITABLE ACCESS DOOR TO FUSIBLE LINK COMBINATION FIRE/SMOKE DAMPER INSTALLATION DETAIL SCALE: NTS M3.2 DOW FS-20M PIPE VAPOUR SEAL STEEL SLEEVE FIRE RESISTANT DOW PS-2000 MINERAL FIBRE y FLOOR SLAB PIPE INSULATION FIRE STOPPING: - VERTICAL FIRE SEPARATION PIPE FIRE RESISTANT MINERAL FIBRE STEEL SLEEVE DOW PO-T000 DOW FS-2000 �- VAPOUR SEAL FIRE WALL ---- I II II I I \-PIPE INSULATION FIRE STOPPING - WORIZI24TAL PIIM SEPARATION NaMlbs THICKNESS OF FIRE RESISTANT MINERAL FIBRE AND FS-2000 AS REQUIRED FOR FIRE SEPARATION SPECIFIED FIRE STOPPING SHALL BE INSTALLED BY A QUALIFIED APPLICATOR REFER TO ARCWITECTURAL ! MECHANICAL SPECIFICATIONS FOR ADDITIONAL FIRE RATING REQUIREMENTS, FIRE SEPARATION PENETRATION DETAIL oa SCALE:NTS j`13 2 CONNECrION FROM DUCT TO SLEEVE REFER t0 SPECIFICATION FOR APPROVED TYPES FIRE DAMPER SLEEVE CONNECTION FROM DUCT TO SLEEVE RERR TO SPECIFICATION FOR APPROVED TYPES FIRE DAMPER SLEEVE GONNEcr1ON FRc TO SLEEVE RIER SPECIFICATION F TYPES FIRE DAMPER SL ANGLE WITW I' OVERLAP MINIMUM OPENING TO 5E LINED WITH FIRE RESISTIVE MATERRIAL OF RATING EQUAL TO TWAT ON TWE WALL WOOD STUD ANGLE WITH I' OVERLAP MINIMUM OPENING TO BE LINED WIN FIRE RESISTIVE MATERIAL 4 OF RATING EQJAL tO THAT ON THE WALL I►1 FIRE DAMPER OPENING PROTECTION DETAIL ab SCALE:NTS PIPE TYPICAL CONTINUOUS PIPE IDENTIFICATION MARKER 1 DIRECTION OF FLOW ARROW TO EXTEND I' IN TO TAPE PIPE INSULATION TYPICAL 2' WIDE COLOUR CODED TAPE (WRAP A MINIMUM OF I-V2 TIMES AROIND PIPE) APPLY A CONTINUOUS COATING OF CONTACT CEMENT TO THE LABEL TO ENSURE PERMANENT ADWESION REFER TO SPECIFICATION FOR COLOUR CODING OF SERVICES INSTALL At So' INTERVALS (MAXIMUM) AND At EACH CHANGE DIRECTION. PIPE IDENTIFICATION DETAIL Io SCALE:NTS M3.2 AMBULATION JACKET SEE SPECIFICATION rIR' (Max.) WALL OPENING FIRE DAMPER SLEEVE ANGLE IRON SUPPORT 5RACKET 0 0 0 �--I' (Mlm.) NOTES RETAINING ANGLE IRON SMALL OVERLAP TWE WALL OPENING EDGES BY 1' (MIm.) rWE DIMENSIONS REQUIRED FOR TWE OPENINGS $HALL BE THOSE DRAINING AFTER rHE FIRE RESISTANT MArERIAL HAS BEEN INSTALLED ExAtIPLE A 2IN24' FIRE DAMPER SLEEVE MUST BE INSTALLED IN A MAX. OPENING OF 281/2'x241y' REFER TO DRAWINGS FOR DUCtB SIZES t LOCATIONS FIRE DAMPER SLEEVE OPENING DETAIL SCALE:NTS M3.2 IGER ROD GER OUR BARRIER LATION :T METAL SADDLE w. 4 16' LONG) DENSITY CALCIUM SILICATE INSULATION. :R TO MECHANICAL SPECIFICATION SECTION 6 'MECHANICAL INSULATION' FOR LENGTWS OF PIPE INSULATION INSERTS INSULATED PIPE HANGER DETAIL II SCALE:NTS M3, Pier 56 12m Alaskan Way Suite 200 Seattle, WA 98t of TES 2o6 623-3W FM 206 623.7005 %een ENGINEERING INC. Consulting Professional Engineerq Suite 307 - 1932 First Ave. Seattle, ;,' , ^Q+nl Phone (206) 770-7779 Fax (206) 770-5941 CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton KEYNAP NO• DATE REWSM 1 11/1S)02 000RDNATION 1 12/13102 P ISSUE PARRIM IN CHARGE P.A. PRRUCT NANAM C.V. PROJECT ARCHITECr S.B. RiOA:CT 1EAN YEiil9ERs D,A. CHECK M.Y. ENGINEER SEAL 0/1 9 „u M EC HAN D ETAI LS PROJECT NO. 6129-08 GATE 12-17-02 PRMT NEflppK PATH P:\6129-08\DWG sHEEr NUMBER M3,2 PERMITSET COPYRIGHT 0 2002 MITHUN, INC. I I 1 ! iI ! I i i PROJECT TEAM OWNER CITY OF RENTON RENTON CITY HALL - 5TH FLOOR 1055 SOUTH GRADY WAY RENTON, WA 98055 PHONE: 425/430-6606 FAX: 425/430-6603 CONTACT: DENNIS CULP CONSULTANTS ARCHITECT & INTERIOR DESIGN CIVIL & STRUCTURAL ENGINEER MITHLIN, ARCHITECTS+ DESIGN ERS+PLANNERS COUGHLIN PORTER LUNDEEN INC. PIER 56 217 PINE STREET, SUITE 300 1201 ALASKAN WAY, SUITE 200 SEATTLE, WASHINGTON 98101 SEATTLE, WASHINGTON 98101 PHONE 343-0460 PHONE: (206) 623-3344 FAX: �206) 206 343-5691 FAX: (206) 623-7005 CONTACT: ERIC DANN CONTACT: LYNN ROBBINS MIKE ARMSTRONG JIM SPROTT - CIVIL ELECTRICAL ENGINEER MECHANICAL ENGINEER CROSS ENGINEERS, INC. KEEN ENGINEERING CONSULTING ENGINEERS 1932 FIRST AVENUE, #307 24-07 NORTH 31 st STREET, SUITE 100 SEATTLE, WA 98101 TACOMA, WASHINGTON 98402 PHONE: 206/770-7779 PHONE: 253 759-0118 FAX: 206/770-5941 FAX: 253 759-1B79 CONTACT: PAUL ANSEEUW CONTACT: WES McKEAN COWN VANESS DRAWING INDEX GENERAL AO.O PROJECT INFORMATION CIVIL C1.0 DEMOLITION PLAN C1.1 SITE PLAN C1.2 UTILITY PLAN C1.3 DETAILS LANDSCAPE L1.1 PLAZA LAYOUT / DETAILS ARCHITECTURAL A1.0 SITE PLAN A2.0 DEMOUTION FLOOR PLAN / FIRST FLOOR PLAN A2.1 MEZZANINE FLOOR PLAN / ENLARGED PLANS / STAIR SECTIONS A2.2 DEMOUTION ROOF PLAN / ROOF PLAN A4.0 REFLECTED CEILING PLANS A5.0 DEMOLITION ELEVATIONS / NEW ELEVATIONS A5.1 DEMOUTION ELEVATIONS / NEW ELEVATIONS / WINDOW / LOUVER TYPES A6.0 BUILDING SECTIONS A6.1 WALL SECTIONS A6.2 WALL SECTIONS A6.3 WALL SECTIONS A7.0 SCHEDULES / WALL TYPES / DOOR & FRAME TYPES A8.0 INTERIOR ELEVATIONS A9.o DETAILS A9.1 DETAILS A9.2 DETAILS STRUCTURAL S1.1 GENERAL STRUCTURAL NOTES S2.1 FOUNDATION PLAN S2.2 MEZZANINE FRAMING PLAN S2.3 ROOF FRAMING PLAN S3.1 CONCRETE DETAILS S5.1 DETAILS S5.2 BRACED FRAME ELEVATIONS & DETAJLS S5.3 MISC. MEZZANINE DETAILS S6.1 WOOD DETAILS MECHANICAL/PLUMBING M0.1 TITLE SHEET MO.2 BASE BID & ALT. NO.1 MECHANICAL EQUIUP SCHEDULES & MOTORUST MO.3 ALTERNATE NO. 3 MECHANICAL EQUIPMENT SCHEDULES AND MOTOR LIST MO.4 MECHANICAL SITE PLAN M1.11 BASE BID & ALTERNATE NO. 1 MECHANICAL FOUNDATION PLAN M1.12 BASE BID & ALTERNATE NO. 1 HVAC UPPER & LOWER PLAN M1.13 BASE BID & ALTERNATE NO. 1 PLUMBING AND FIRE PROTECTION M1.14 BASE BID & ALTERNATE NO. 1 MECHANICAL ROOF PLAN M1.21 BASE BID & ALTERNATE NO. 1 MECH. SECTIONS AND DIFFUSER LAYOUT M1.22 BASE BID AND ALTERNATE NO. 1 MECHANICAL DIAGRAMS M2.11 ALTERNATE NO. 3 MECHANICAL FOUNDATION PLAN M2.12 ALTERNATE NO. 3 HVAC UPPER & LOWER PLAN M2.13 ALTERNATE NO. 3 PLUMBING AND FIRE PROTECTION M2.14 ALTERNATE NO, 3 MECHANICAL ROOF PLAN M2.21 ALTERNATE NO. 3 BOILER & FAN ROOMS M2.22 ALTERNATE NO. 3 MECHANICAL SECTIONS & DIFFUSER LAYOUT M2.23 ALTERNATE NO. 3 MECHANICAL DIAGRAMS M3.1 MECHANICAL DETAILS M3.2 MECHANICAL DETAILS ELECTRICAL EO.0 LIGHT FIXTURE SCHEDULE, ELECTRICAL SYMBOL LEGEND E1.0 ELECTRICAL SITE PLAN E2.0 LIGHTING FLOOR PLAN E2.1 PARTIAL ELECTRICAL PLANS E3.0 POWER / SIGNAL FLOOR PLANS E4.0 LIGHTING CONTROL SCHEDULES, SCHEMATICS, AND RISER E4.1 MECHANICAL EQUIPMENT ELECTRICAL CONNECTION SCHEDULE, ELECTRICAL RISER DIAGRAM, AND ELECTRICAL PANEL SCHEDULES E4.2 ADDITIVE ALTERNATE MECHANICAL EQUIPMENT ELECTRICAL CONNECTION SCHEDULE AND ELECTRICAL PANEL SCHEDULES VICINITY MAP RENTON y MUNICIPAL , .y AIRPORT > 2v LIBERTY PARK 2ND T. CEDAR RIVER PARK SITE rNu Zf111 T TONES PARK DEMOLITION GENERAL NOTES DEMOLITION GENERAL NOTES: A. THESE NOTES REFER TO ALL DEMOLITION DRAWINGS. REFER TO FLOOR PLANS, SECTIONS, ELEVATIONS, AND DETAILS FOR DIMENSIONS. B. SEE SPECIFICATION 'SECTION 01732 - SELECTIVE DEMOLITION' FOR ADDITIONAL REQUIREMENTS. C, THESE DRAWINGS SHOW GENERAL DEMOLITION WORK TO BE PERFORMED AND DO NOT RELIEVE THE CONTRACTOR FROM OTHER DEMOLITION WORK REQUIRED TO PRODUCE THE BUILDING MODIFICATIONS SHOWN ON THE REMAINING CONTRACT DOCUMENTS, INCLUDING STRUCTURAL, MECHANICAL, & ELECTRICAL DRAWINGS. D. PROTECT ALL EXISTING CONDITIONS, INCLUDING FINISHES & MATERIALS, SHOWN TO REMAIN FROM DAMAGE DURING DEMOLITION & CONSTRUCTION. DAMAGE TO AREAS BEYOND SCOPE OF DEMOLITION IS TO BE REPAIRED AT CONTRACTOR'S EXPENSE PRIOR TO FINAL PAYMENT. E. VERIFY DIMENSIONS OF ALL NEW WALL, FLOOR, AND ROOF OPENINGS PRIOR TO CUTTING. F. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ANY OPENINGS IN THE ROOF CAUSED BY DEMOLITION, AND ANY NEW OPENINGS CUT INTO EXISTING WALLS OR ROOF TO PREVENT WATER DAMAGE TO THE ROOF AND AREAS INSIDE THE BUILDING. G. STRUCTURAL: REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS ON STRUCTURAL DEMOLITION. CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCING DEMOLITION WORK. (1) SPECIAL CARE SHALL BE TAKEN WHERE FOOTINGS BEING DEMOLISHED ARE ADJACENT TO EXISTING FOOTINGS TO REMAIN. UNDER NO CIRCUMSTANCES IS THE EXISTING SOIL -BEARING STRATA TO BE DISTURBED FOR FOOTINGS TO REMAIN. CONTACT ENGINEER FOR AREAS WHERE THIS CANNOT BE ACCOMPLISHED. (2) SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION IN A MANNER THAT IS SUITABLE TO WORK SEQUENCES. (3) ALL NEW OPENINGS CUT THROUGH EXISTING WALLS, FLOORS, AND ROOF SHALL BE ACCOMPLISHED USING SAW -CUTTING WHERE POSSIBLE. OVER -CUTTING AT CORNERS IS NOT ALLOWED. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND LOCATIONS OF ADJACENT STRUCTURAL MEMBERS PRIOR TO CUTTING ANY OPENINGS. NO OPENINGS ARE TO BE CUT THROUGH EXISTING STRUCTURAL MEMBERS OR WALLS WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. (4) SMALL, ROUND OPENINGS ARE TO BE ACCOMPLISHED BY CORE -DRILLING WHERE POSSIBLE. H. HVAC: (1) FOR PURPOSES OF HVAC DEMOLITION NOTES, SCOPE INCLUDES ROOF AREA. HVAC EQUIPMENT INCLUDES BUT IS NOT LIMITED TO: DUCTWORK & ACCESSORIES, FIRE PROTECTION & ACCESSORIES, AIR-CONDITIONING UNITS (ROOF -TOP MOUNTED & INSIDE THE BUILDING), UNIT HEATERS, EXHAUST FANS, EXHAUST VENTS & LOUVERS, AIR SUPPLY FANS, FANCOILS, AND CONDENSING UNITS. CONTRACTOR SHALL TEMPORARILY PROTECT ALL OPENINGS IN THE ROOF CAUSED (2) BY DEMOLITION TO PREVENT WATER DAMAGE TO THE ROOF AND AREAS INSIDE THE BUILDING. 1. PLUMBING: (1) CONTRACTOR TO LOCATE & SHUT-OFF THE DOMESTIC WATER MAIN VALVE TO THE SPACE. (2) CONTRACTOR TO LOCATE & SHUT-OFF NATURAL GAS MAIN VALVE TO THE SPACE. PREP EXISTING PIPING FOR CONNECTION TO NEW HVAC UNITS. SEE MECHANICAL & PLUMBING DRAWINGS FOR MORE INFORMATION. K. ELECTRICAL: (1) REFER TO ELECTRICAL DRAWINGS FOR REQUIREMENTS & EXTENTS OF ELECTRICAL SYSTEM DEMOLITION. CONTRACTOR SHALL REMOVE ALL ELECTRICAL DEVICES, PANELS, CONDUITS, AND WIRING IN AREAS TO BE DEMOLISHED UNLESS NOTED OTHERWISE. PROJECT DESCRIPTION THE RENTON PAVILION BUILDING IS AN EXISTING BUILDING IN DOWNTOWN RENTON. PREVIOUSLY USED AS AN AUTO REPAIR SHOP, THIS STRUCTURE WILL BE RENOVATED TO ACCOMMODATE ASSEMBLY, RETAIL, MERCANTILE AND BUSINESS USE. THE EXISTING BUILDING HAS ,UNDERGONE NUMEROUS SOILS; SITE AND SUBSURFACE INVESTIGATIONS. THE BUILDING WAS ALSO SURVEYED FOR ASBESTOS AND LEAD. ASBESTOS IS CURRENTLY PRESENT IN ROOFING MATERIAL AND GLAZING PUTTY. THE CONSTRUCTION WILL CONSIST OF REMOVING TWO BUILDING BAYS AT THE WEST END OF THE BUILDING TO CREATE A NEW OUTDOOR SPACE. THE EXISTING CONCRETE FRAME WILL REMAIN IN THIS AREA. NEW RESTROOM AND STORAGE FACILITIES WILL BE PROVIDED IN THE BUILDING ALONG WITH NEW MECHANICAL AND ELECTRICAL EQUIPMENT. G ERAL NOTES 1. DIMENSIONS ARE TO FACE OF FINISH MATERIAL UNLESS NOTED OTHERWISE. 2. DO NOT SCALE DRAWINGS, 3. IT IS THE CONTRACTOR'S RESPONS.IBLITY TO REPORT ANY DISCREPANCIES FOUND WITHIN THESE DOCUMENTS TO THE ARCHITECT AS SOON AS THEY ARE DISCOVERED. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC., PERTAINING TO THE WORK BEFORE PROCEEDING. THE ARCHITECT MUST BE NOTIFIED IN WRITING OF ANY VARIATIONS FROM THE DIMENSIONS &/OR CONDITIONS SHOWN ON THESE DWGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE ARCHITECT PRIOR TO THE CONTRACTOR PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. 5. EACH SUB -CONTRACTOR SHALL BE RESPONSIBLE FOR THE JOINING OF HIS WORK TO THE WORK OF OTHER TRADES. 6. FIRE -RATED PARTITIONS SHALL BE FIRE -STOPPED AT STRUCTURE W/ THE FIRE RATING MAINTAINED TO THE ADJACENT FLOOR OR ROOF DECK ABOVE. 7. ARCHITECTURAL BACKGROUND PLANS ON STRUCTURAL, MECHANICAL, & ELECTRICAL DRWGS ARE FOR THE SOLE PURPOSE OF ILLUSTRATING GENERAL PLAN CONFIGURATION. SUCH BACKGROUNDS SHALL NOT BE USED FOR PORTIONS OF THE WORK OTHER THAN THAT PERTAINING TO THE TITLE OF EACH SHEET. REFER TO THE APPROPRIATE SHEET FOR EACH SPECIFIC PORTION OF THE WORK. 8. THE CONTRACTOR SHALL PROVIDE BLOCKING FOR MECHANICAL & ELECTRICAL EQUIPMENT, ACCESS DOORS, DUCTS, CURBS, & MACHINE BASES; VERIFY LOCATIONS & SIZES OF OPENINGS REQUIRED W/ THE APPROPRIATE SUBCONTRACTOR; FURNISH SAME COMPLETE W/ BUCKS & LINTELS. 9. THE INTEGRITY OF THE FIRE -RATINGS FOR FLOORS, WALLS, CEILINGS & STRUCTURE SHALL BE MAINTAINED WHEN PENETRATED BY MECHANICAL DUCTWORK, PLUMBING & ELECTRICAL INSTALLATIONS. CONTRACTOR MAKING PENETRATION IS RESPONSIBLE FOR PROVIDING THROUGH -PENETRATION FIRESTOP SYSTEM(S) LISTED BY APPROVED TESTING AGENCY. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY PRECAUTIONS & THE MEANS & METHODS TO PERFORM THE WORK. 11. ALL WINDOW & DOOR SIZES SHALL �E VERIFIED & FIELD MEASURED PRIOR TO FABRICATION. 12. CONTRACTOR SHALL PROTECT THE EXISTING SITEWORK, LANDSCAPING, & ADJACENT STRUCTURES SHOWN TO REMAIN, & TO ASSURE THE SAFETY OF THE PUBLIC. 13. EXISTING BUILDING COMPONENTS MAY CONTAIN HAZARDOUS MATERIALS. COORDINATE W/ OWNER FOR LOCATION INFORMATION & ABATEMENT OF KNOWN HAZARD CONTAINING MATERIALS. DO NOT DISTURB MATERIALS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS. CONTACT THE OWNER IMMEDIATELY & SUSPEND WORK IN THAT AREA UNTIL OWNER TESTS THE SUBJECT MATERIAL & FINDS IT TO BE SAFE OR PROPERLY ABATES. 14. CONTRACTOR SHALL PROTECT ALL EXISTING WORK TO REMAIN. ANY DAMAGED WORK SHALL BE REPLACED WITH THE SAME MATERIALS INCLUDING MATCHING THE EXISTING COLORS & TEXTURES. TEMPORARY ADDRESS TO BE PROVIDED IN A LOCATION SUCH THAT IT IS PLAINLY VISIBLE FROM THE STREET. NORTH ARROW E GRID BUBBLE XX BUILDING SECTION AX.XX ^XX WALL SECTION AX.XX XX DETAIL AX.XX - - - PROPERTY CORNER INTERSECTION ANNOTATION TOP ANNOTATION BOTTOM ELEVATION MARK ELEV. +X XX' 25.00' (NEW)SPOT ELEVATION 23.72'(EXIST.) ROOM NAME ROOM NAME / NUMBER XXXXX xX OR XX DOOR MARK XX WINDOW MARK XX-X FINISH MARK SEE ROOM FINISH SCHEDULE FLOOR MATERIAL ADJACENCY X SEE A7.0 FINISH SCHEDULE ALIGN ALIGNMENT OF ITEM AxC REVISION MARK 11 5'-0" DIAMETER BARRIER ' FREE CLEAR FLOOR AREA XX WALL TYPE MARK SEE SHEET A-7.0 FOR TYPES XXX X x AX.XX ELEVATION MARKS AX.XX MIN -; - WIDTH i - 78' OCCUPANCY: MECHANICAL BOILER 121 SF (11300) = 1 PERSON MIN WIDTH= 55°- 1 III ri I t,l` j,; Ilrl!ry li I I II SI LIIh� Ill , � 1 ,i tl ryl! i III ) 111,1 11 It III 41, i IIII,III (, 11�'I�l y4�i�1 II,II;11{,I�f1 hjll1t lI 1' 1 r 1! II('•fl il. I • 'li ! E.!I NOTE: THIS HATCH PATTERN INDICATES ONE HOUR FLOOR / CLG ASSEMBLY OCCUPANCY: ACCESSORY i ' o OCCUPANCY OCCUPANT LOAD S-1 384 SF (11300) = 2 PEOPLE NORTH N.T.S. EXIT = 72' EXIT = 36" ABV ABOVE AFF ABOVE FINISH FLOOR AC TILE ACOUSTICAL TILE ACT ACTUAL AL ALUMINUM ARCH ARCHITECTURAL A TILE ASPHALT TILE AVG AVERAGE BLKG BLOCKING BR BRICK CPT/C CARPET CLG CEILING GEM CEMENT CENTER LINE C TO C CEn; D Tn rr7KIWO CT CERAMIC 11LE CLO CLOSET CW COLD WATER COL COLUMN CONC CONCRETE CMU CONCRETE MASONRY UNIT CONST CONSTRUCTION CONT CONTINUOUS COORD COORDINATE COR CORRIDOR CFM CUBIC FEET PER MINUTE CG CORNER GUARD DTL DETAIL DIA DIAMETER DIM DIMENSION DO DITTO DR DOOR DN DOWN DWG DRAWING DS DOWNSPOUT E ELECTRICAL PANEL EA EACH ELEC ELECTRICAL ELEV, EL ELEVATION EQ EQUAL EXIST EXISTING EXT EXTERIOR E.B. ENVIRON BIOCOMPOSITE FIE FIRE EXTINGUISHER FO FACE OF, FINISH OPENING FIN FINISH FAA FIRE ALARM ANNUNCIATOR PANEL FD FLOOR DRAIN FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET & FIRE EXTINGUISHER FRT FIRE RETARDANT TREATED FLASH FLASHING FLR FLOOR F.A. FLUID -APPLIED FND FOUNDATION FDIC FURNISHED BY OWNER, INSTALLED BY CONTRACTOR FOIO FURNISHED BY OWNER, INSTALLED BY OWNER FCIC FURNISHED BY CONTRACTOR, INSTALLED BY CONTRACTOR FOS FACE OF STUD FV FIELD VERIFY GA GAUGE GALV GALVANIZED GAP GENERATOR ALARM PANEL GL GLASS GLULAM GLUE -LAMINATED GWB GYPSUM WALLBOARD GMRL GALV. METAL RAIN LEADER HC HANDICAP HDWE HARDWARE HP HEAT PUMP HT HEIGHT HM HOLLOW METAL HOR HORIZONTAL HB HOSE BIB HW HOT WATER HWT HOT WATER TANK NOTE: DASHED LINE INDICATES ONE HOUR SEPARATION, TYP. -; NOTE: ONE -HOUR FLOOR /CLG. ASSEMBLY ABOVE JAN. CURRENT OCCUPANCY OCCUPANT LOAD A-2.1 OR A-3 9816 SF (1/15) = 655 PEOPLE FUTURE OCCUPANCY OCCUPANT LOAD B 9816 SF j1/100) = 99 PEOPLE M 9816 SF 1/30) = 328 PEOPLE 278 SF (11300) = 1 PERSON OCCUPANCY: NONE I _... UNUSED SPACE UULX. 'ANLT: WILUHANIUAL 317 SF (11300) = 2 PEOPLE ID INSIDE DIMENSION INSUL INSULATION INT INTERIOR JT JOINT LAV LAVATORY UN LINOLEUM LT LIGHT MAR MARBLE MO MASONRY OPENING MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MTL METAL MIN MINIMUM MUI_ MULLION NA NATURAL NOM NOMINAL NA NOT APPLICABLE NIC NOT IN THIS CONTRACT NTS NOT TO SCALE NO, # NUMBER OC ON CENTER OD OUTSIDE DIMENSION 0/ OVER OVHD OVERHEAD P- PAINT PTD PAINTED PL PLASTER, PLATE P LAM PLASTIC LAMINATE PLYWD PLYWOOD PT POST -TENSIONED CONCRETE PT PRESSURE -TREATED WOOD QT QUARRY TILE RL RAIN LENDER REF REFRIGERATOR, REFERENCE REINF REINFORCING BAR REV REVISION R RISER, RADIUS RM, RMS ROOM, ROOMS RO ROUGH OPENING SCHED SCHEDULE SEC SECTION SHT SHEET SV SHEET VINYL SC SOLID CORE SPECS SPECIFICATIONS SF SQUARE FEET SG SAFETY GLAZING SRWY STAIRWAY STL STEEL STOR STORAGE STRUCT STRUCTURAL SUSP SUSPENDED T.G. TEMPERED GLASS T.I.G, TEMPERED INSULATED GLASS THRESH THRESHOLD T.O. TOP - OF TT TREAD, THICKNESS IS TUBE STEEL TYP TYPICAL UNFIN UNFINISHED UNO UNLESS NOTED OTHERWISE UR URINAL VR VAPOR RETARDER VERT VERTICAL VCT VINYL COMPOSITION TILL= WC WATER CLOSET WP WATERPROOFING WS WHEEL STOP W WIDTH WDW WINDOW W/ WITH WD WOOD WI WROUGHT IRON ZINC. ZINCALUME NOTE. THIS HATCH PATTERN INDICATES ONE HOUR FLOOR / CLG. ASSEMBLY ABOVE OCCUPANCY: ME 188 SF 1 300 =1 OCCUPANCY OCCUPANT LOAD S-1 60B SF (1/300) = 3 PEOPLE OCCUPANCY: NONE CIRCULATION MAIN EXIT = 72' D I OCCUPANCY: NOlN911III I THE STATUTORY WARRANTY DEED (KC # 199705020406) USED TO CONVEY THE PAVILION PROPERTY TO THE CITY INCLUDES MORE THAN THE PAVIUON PROPERTY. THE LEGAL DESCRIPTION FOR JUST THE PAVILION LOCATED AT 233 BURNETT AVE SOUTH (PID: 569600-0055) WOULD-BE THE FOLLOWING: LOTS 2, 3, 16, 17 AND 18, BLOCK 2, MOTOR LINE ADDITION TO RENTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE EAST 6 FEET OF LOTS 16, 17 AND 18 CONVEYED TO THE CITY OF RENTON UNDER KING COUNTY RECORDING NUMBER 910200 FOR STREET PURPOSES. ALL SITUATE IN SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN THE CITY OF RENTON, KING COUNTY, WASHINGTON, 97 UBC W/ WA STATE AMENDMENTS OCCUPANCY CLASSIFICATIONS / SEPARATIONS (CH. 3) A-2.1 ASSEMBLY ROOM WITH OCCUPANT LOAD OF 300 OR MORE WITHOUT A LEGITIMATE STAGE S-1 STORAGE - MODERATE HAZARD STORACE POSSIBLE FUTURE OCCUPANCIES A-3 ASSEMBLY ROOM WITH OCCUPANCY LESS THAN 300 B EATING AND DRINKING ESTABLISHMENTS WITH LOAD LESS THAN 50 M DISPLAY AND SALE OF MERCHANDISE ACCESSIBLE TO THE PUBLIC OCCUPANCY SEPARATION: A-2.1 TO B 1 HOUR. A-2.1 TO M 1 HOUR. A-3 TO B NO REQUIREMENTS FOR FIRE RESISTANCE. A-3 TO M NO REQUIREMENTS FOR FIRE RESISTANCE. A-2.1 TO S-1 1 HOUR. A-3 TO S-1 NO REQUIREMENTS FOR FIRE RESISTANCE. B TO S-1 NO REQUIREMENTS FOR FIRE RESISTANCE. M TO S-1 NO REQUIREMENTS AS SPACE IS SMALLER THAN 1000 SQUARE FEET & BUILDING IS PROVIDED WITH AN APPROVED SPRINKLER SYSTEM THROUGHOUT, BUILDING CONSTRUCTION (CH. 6) CONSTRUCTION TYPE: TYPE V - 1 HOUR ALLOWABLE AREAS, CONSTRUCTION TYPE CH. 5 NOTE: PUBLIC WAY IS CONSIDERED ANY STREET, ALLEY, OR SIMILAR PARCEL OF LAND ESSENTIALLY UNOBSTRUCTED FROM THE GROUND TO THE SKY AND IS DEEDED DEDICATED TO THE PUBLIC FOR PUBLIC USE PER (1002). 1. NORTH 28'-6" TO OVERHANG AT BUS COFFEE STAND 2. EAST 99'-0" TO ADJACENT BLDG. 3. SOUTH 215'-3 1/2" TO ADJACENT BLDG, 4. WEST 66'-0 1/2" TO ADJACENT BLDG. (TABLE 5-B) OCCUPANCY ALLOWABLE FLOOR AREA PROPOSED FLOOR AREA A2.1 & A-3 10,500 SF BASE 12,504 - MAIN FLOOR 2,135 - MEZZANINE LEVEL SEPARATION ON ALL SIDES: 28'-6" - 20'-0" = 8'-6" 14,639 SQUARE FEET 8'-6" * 5% = 42.5% 10,500 * 42.5% = 14,962 SF 14,962 ALLOWABLE SQUARE FEET B, M, & S-1 14,000 SF BASE 12,504 - MAIN FLOOR 2,135 - MEZZANINE LEVEL 14,639 SQUARE FEET SEPARATION ON ALL SIDES: 28'-6" - 20'-0" - 8'-6" 8'-6" * 5% = 42.5% 14,000 * 42.5% = 19,950 SF 19,950 ALLOWABLE SQUARE FEET BUILDING HEIGHT CONSTRUCTION TYPE ALLOWED BUILDING HEIGHT PROPOSED BUILDING HEIGHT TYPE V-1 HOUR 50' 35' TO T.O. SIGN NOTE: CENTER LINE OF PUBLIC WAY SHALL BE CONSIDERED AN ADJACENT PROPERTY LINE (503.1) SEE A1.0 FOR DIMENSIONAL INFORMATION TABLE 5-A: FOR OCCUPAN.C(ES A-2.1, A-3, M, B, AND S-1, ONE HOUR EXTERIOR BEARING AND NON -BEARING WALLS ARE REQUIRED FOR THIS PROJECT NI/ PROPERTY LINE DISTANCES SPECIFIC TO THIS PROJECT SITE. NOTE: THIS BUILDING USES SECTION 508 - FIRE RESISTIVE SUBSTITUTION WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM TO SUBSTITUTE FOR ONE -HOUR FIRE -RESISTIVE CONSTRUCTION. THIS IS VALID IN ALL AREAS WITH THE EXCEPTION OF EXTERIOR WALLS AS STATED ABOVE. OCCUPANCY / EXITING (CH. 10) EXITS REQUIRED 3 EXITS MINIMUM WHEN OCCUPANCY BETWEEN 501 AND 1000. MEZZANINE LEVEL - WIDTHS OF STAIRS REQ'D. MECHANICAL - FROM STAIR 2: 2 PEOPLE (.3) = 0.6" WIDTH REQ'D @ STAIR. MECHANICAL - FROM STAIR 1: 1 PERSON (.3) = 0.3" WIDTH REQ'D ® STAIR FIRST FLOOR - EXIT WIDTH: (NOTE THIS IS FIGURED W/A-2.1 OCCUPANCY AS IT HAS HIGHEST RESTRICTIONS): A-2.1 655 PEOPLE (.2) = 131" WIDTH REQ'D. ,unl -IlF A /.'t/471fi CC C" MAIN LA l I = 1 / Ll I J 1 ) _ 0J.J S-1 2 PEOPLE (.2) = 0.4" WIDTH REQ'D. MECHANICAL 3 PEOPLE (.2) = 0.6" WIDTH REQ'D. 1 PERSON (.2) = 0.2" WIDTH REQ'D, FIRE PROTECTION FIRE ALARM SYSTEM REQ'D. AND PROVIDED PER 1007.2.2.1 SMOKE DETECTION SYSTEM PROVIDED AT PANELS PER FIRE MARSHAL REQUIREMENT. WET SPRINKLER SYSTEM PROVIDED THROUGHOUT BLDG. W/ SIDE MOUNT SPRINKLERS UNDERNEATH SUNSHADE AT SOUTH FACE OF BLDG. ZONING ZONE: CD - CENTER DOWNTOWN ALSO DOWNTOWN CORE AREA SETBACKS: NONE FOR CD ZONE MAX LOT COVERAGE: NONE FOR CD ZONE MAX BLDG. HEIGHT: 95'-0" PARKING: SEE RMC 4-4-080 DOWNTOWN CORE EXEMPTION FROM PARKING SEISMIC ZONE: ZONE 3 PROJECT SITE SQUARE FEET: 21,730 SF ENERGY CODE ROOF / CEILING MIN. R VALUE R-30 MOISTURE CONTROL WALL M1N. R VALUE R-12 VAPOR RETARDERS: SEE ,WALL SECTIONS: A6.1, A6.2, A 6.3 SLAB ON GRADE MIN. R VALUE R-15 VAPOR RETARDER FOR WALLS IS GLAZING AREA 4778 SF INTERIOR PAINTED SURFACE GROSS EXTERIOR WALL AREA 8953 SF PERCENTAGE OF GLAZING 4778 / 8953 = 53.5% MAXIMUM U FACTORS OPAQUE DOORS .440 VERTICAL GLAZING .400 MAXIMUM SHGC FACTOR VERTICAL GLAZING .550 :41THUN Arch itects+Des igners+PI an r, ers Pier 56 im Alaskan Way Suite 200 Seattle, WA 981 of "MI` 2o6 623.3344 FAx 2o6 623.7005 AS BUILT CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton ITWAP N0, DATE REYMON PARTNER IN CHARM RW PROJECT MANAGER PROJECT ARCH 7ECT LR PROJECT TEAK mae lms CHECK -FB ARCHITECT SEAL 3689 REGISTERED ARC I CT E3 L. WILLIAMS L STATE OF WASHINGTON INFORMATIONPROJECT PROJECT H0. 02373.00 2 PROjECr, .DWG Rj Y SHEET NUMBER AOmO Bf� SET COPYRIGHT c0 2003 MITHUN !` C. ]=ENPM_w_ m A I rn s I o a I ' O o F-11 5 10 SCALE 1 � 10 Lu o Lu O F� 0 uj . Z + O H 00 Li 7 O {- l 7 O O 7 O # j S i i I i { 1 I 1 ' 1 s 1 a I f I I f 1 jt i ' � tI i f I PROTECT EX TREE P) 8 WiR EX CB 1 � RIM= 5.2 :::..:.. I INSTALS 6 � PROTE�IbN CO o �J yI l �; � .� f 1 1 &AS � 6SS f 12'VtTR � N ' + i +74tSSMH f 1 I Ji L � I ` REMOVE WITH C EXISTING VAULT TY OF RENTON AND COORDINATE PUBLIC WORKS Oo - - -��S JO{ -SEE V� CONCRETE L'SCAPE 0 LANS I NEARES JOINT - SEE PROTE 'SCAPE PLANS T EXISTING INS ALLED SITE FEA URES + I ► j n SAWC NEAR T AND REMOVE ST JOINT - SE CONCRETE TO L'SCAPE PLANS n SAWCUT AND REMOVE NEAREST JOINT CONCRETTD - SEE L SCAPE P NS o o 0 0 0 0 0 © o 0 o d a o o © o o <XXANk � ; - XX {, i CC DEMO AS REQUIRED FOR NEW FOOTING H I A Ex C8 SAWCUT.AND REMOVE EXISTING CONCRETE'' RIM= 3 .61 I FOR NEW UTILITY INSTALLATION IE= 33. 6 IN) I �, IE= 33 8 T _0 1 I SELECTIVE DEMOLITION OF EXISTING STRUCTURE i SELECTIVE DEMOLITION OF EXISTING STRUCTURE SEE LANDSCAPE PLAN FOR DETAILSS I SEE ARCH'L PLAN FOR DETAILS INSTALL CB PROTECTION ON ALL CB'S I WITHIN 150 FEET OF WORK AREA !' I t SS f ; I CORE DRILL FOR DOWNSPOUTS (TYP) DOWNSPOUT (TYP) I Ipo I _ -- --- - - - - - - -- - - --- - - 1 + j`- I + + I ® I + �- - _ -I .. l_ J _�1 X. + © ol 6k �' I + I k ' EX i I � I I JI EX C8 {f Stir N GAS III SS { I I 00 I I I f i L I EX CS i (I i 1 w -I - If c� ❑ IF 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION, PLAN REVIEW PROJECT MANAGER. 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 3. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGXRON AND RESPVNSIBILII i' OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 5. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY, IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RES►RICTORS, CHANNELS, OR RETENTION FACILITIES. 6. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UNWORKED FOR MORE THAN TWELVE (12) HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. 8. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE, A MINIMUM OF 3 FEET HIGH IS REQUIRED, WITH 3:1 SIDE SLOPES. 9. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24' X 50' X 8" OF 4- TO 6- INCH QUARRY SPALLS SHALL BE LOCATED AT ALL. POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. �4 uej I ki �101 G Ke m:: X1 I � ki X 4 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON, THE APPLICANT AND THE APPLICANTS CONSTRUCTION REPRESENTATIVE. 2. VERIFY VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES. CONTACT ALL UTILITY COMPANIES THAT MAY BE EFFECTED BY THE PROPOSED CONSTRUCTION. THE ONE CALL NUMBER IS 1-800--424-5555, 3. MAINTAIN ALL EXISTING UTILITY SERVICES DURING CONSTRUCTION. 4. VERIFY GRADES PRIOR TO CONSTRUCTION. FLAG CLEARING LIMITS. 5. INSTALL STABILIZED CONSTRUCTION ENTRANCE, 6. INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN. 7. INSTALL OFFSITE CATCH BASIN PROTECTION. 8. CLEAR & GRUB AREAS OF THE SITE TO BE ROUGH GRADED OF TILLED. 9. CONSTRUCT SEDIMENT INTERCEPTOR SWALES AND CHECK DAMS. 10. REMOVE UNSUITABLE BEARING MATERIAL AS REQUIRED. 11. GRADE AND PLACE ACCEPTABLE FILL AS REQUIRED AND COMPACT ACCESS DRIVE SUB -GRADE AS INDICATED ON THE DRAWINGS. INSTALL STORM CONVEYANCE SYSTEM. DIRECT ALL SURFACE WATER TO THE PROPOSED CATCH BASIN. NO UNCONTROLLED SURFACE WATER SHALL BE ALLOWED TO LEAVE THE SITE AT ANY TIME DURING THE GRADING OPERATIONS. USE CATCH BASIN SEDIMENT FILTERS TO CAPTURE SEDIMENT PRIOR TO DISCHARGE. 12. INSTALL NEW UTILITIES PER THE DRAWINGS. A. WET TAPS TO THE CITY OF RENTON WATER SYSTEM SHALL BE MADE BY A CITY APPROVED SUBCONTRACTOR. B. THE CITY OF RENTON SHALL INSTALL THE DOMESTIC WATER METERS, 13. FINISH GRADE SITE AND CONSTRUCT ASPHALT PAVING AREAS, ACCESS DRIVES SIDEWALKS, CURBS AND GUTTERS. 14. COMPLETE STABILIZATION IN ACCORDANCE WITH LANDSCAPE PLANS. 15. REMOVE EXCESS EXCAVATED MATERIALS, TRASH DEBRIS, AND WASTE MATERIALS AND DISPOSE OF IN AN AUTHORIZED LOCATION AT NO COST TO THE OWNER. 16. CLEAN STORM DRAINAGE SYSTEM OF ALL SEDIMENT AND DEBRIS. 17. REMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN SITE IS COMPLETELY STABILIZED. I. EXISTING UTILITIES AND UNDERGROUND STRUCTURES SHOWN ON THE PLAN ARE BASED UPON THE BEST AVAILABLE 12. NO BLASTING ON SITE. DO NOT USE EXPLOSIVES. PUBLIC RECORDS AND/OR PRIVATE RECORDS AS SUPPLIED BY THE PROJECT OWNER AND/OR DATA OBTAINED VERBALLY FROM OWNERS OR OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY, NEITHER THE OWNER NOR THE 13. SPRINKLE DEBRIS AS NECESSARY TO LIMIT DUST TO LOWEST PRACTICABLE LEVEL. DO NOT SPRINKLE TO EXTENT ENGINEER GUARANTEE ACCURACY OR COMPLETENESS OF THIS INFORMATION AND ASSUME NO RESPONSIBILITY FOR CAUSING FLOODING, CONTAMINATED RUNOFF OR ICING. IMPROPER LOCATIONS ON THE CONSTRUCTION PLANS. OTHER UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. ALL INVERT ELEVATIONS SHOWN ON THE DRAWINGS SHALL 14, REMOVE EXISTING ABOVE -GRADE AND BELOW -GRADE IMPROVEMENTS AS INDICATED AND AS NECESSARY TO FACILITATE BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. NEW CONSTRUCTION. CARE SHALL BE TAKEN THAT DAMAGE DOES NOT OCCUR TO EXISTING PAVEMENT WHICH IS TO REMAIN IN PLACE AND THAT ALL PAVEMENT REMOVALS ARE ACCOMPLISHED BY MAKING A NEAT VERTICAL SAW CUT AT 2. IF CHANGED CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PROMPTLY OF (1) THE BOUNDARIES OF THE AREA TO BE REMOVED. PREEXISTING SUBSURFACE CONDITIONS DIFFERING FROM THOSE INDICATED IN THE PLANS, OR (2) PREEXISTING UNKNOWN SUBSURFACE CONDITIONS, OR AN UNUSUAL NATURE, DIFFERING MATERIALLY FROM THOSE ORIGINALLY 15. REMOVE TREES, GROWTH AND UNDERBRUSH AS REQUIRED FOR NEW CONSTRUCTION AND AS INDICATED. REMOVAL ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE OPERATIONS SHALL BE PERFORMED IN A MANNER TO PROTECT PROPERTY. CONTRACT. THE CONTRACTOR AND OR OWNER SHALL MAKE NO CLAIMS TO THE ENGINEER FOR RECOMPENSATION FOR EXTRA WORK RESULTING FROM CHANGED CONDITIONS UNLESS THE ENGINEER HAS APPROVED THE WORK IN WRITING. 16. MAKE CUTS AT CLOSEST PAVING JOINT. 3. CONTRACTOR SHALL CALL THE UTILITIES UNDERGROUND LOCATION CENTER FOR FIELD LOCATION OF ALL UTILITIES AND 17. THE CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING, SETTING AND MARKING ALL LINE AND LOCATION STAKES, SHALL NOT BEGIN EXCAVATION UNTIL ALL KNOWN UNDERGROUND FACILITIES IN THE VICINITY OF THE PROPOSED WORK INCLUDING OFFSETS AND GENERAL CONSTRUCTION STAKING. WHEN WORK REQUIRING CONTROL IS BEING PERFORMED, I1i+vc BEEN LOCATED AND MARKED. IF THE I rril IN IS ti0T A, CI IBSC`RIRFR ()F THE I INDFRGROI IND LOCATION CENTER ALL NECESSARY RELATED EQUIPMENT, SUPPLIES AND INSTRUMENTS SHALL BE ON SITE. A QUALIFIED LAYOUT ENGINEER, THEN THE CONTRACTOR SHALL GIVE NOTICE TO THAT UTILfiY. SURVEYOR, OR TECHNICAL SPECIALIST MUST BE ASSIGNED TO THE CONTRACTOR'S CREW FOR THIS WORK. THIS EQUIPMENT AND PERSONNEL MUST BE AVAILABLE, AT NO ADDITIONAL COST TO OWNER FOR THE PURPOSE OF 4. THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL UTILITY PURVEYOR, AND CITY OR STATE RECORDS RELATIVE TO VERIFYING LAYOUT AND CERTIFYING THE ACCURACY OF WORK ON THE SITE. THE EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR AVOIDING DAMAGE TO THESE FACILITIES AND SHALL RESTORE ALL UTILITIES AT CONTRACTOR'S OWN EXPENSE. L 18. PROVIDE FOR THE PROTECTION OF PERSONS PASSING AROUND OR THROUGH THE AREA OF DEMOLITION. 5. VERIFY THAT ALL UTILITY SERVICES TO BE DEMOLISHED HAVE BEEN DISCONNECTED. 19. TRAFFIC: DO NOT OBSTRUCT WALKS OR PUBLIC WAYS WITHOUT THE WRITTEN PERMISSION OF GOVERNING AUTHORITIES AND OF THE OWNER. WHERE ROUTES ARE PERMITTED TO BE CLOSED, PROVIDE ALTERNATE ROUTES IF REQUIRED. 6. ERECT BARRIERS, SHORING AND THE LIKE TO PROTECT PERSONNEL, CONSTRUCTION AND VEGETATION TO REMAIN. COMPLY WITH ALL STATE AND LOCAL AGENCY REQUIREMENTS. 20. COMPLETELY REMOVE ALL GROWTH INCLUDING COMPLETE ROOT SYSTEMS OF SHRUBS, HERBACEOUS WEEDS AND GRASSES 7. DO NOT SHUT OFF OR CAP UTILITIES WITHOUT PRIOR NOTICE. COORDINATE WORK WITH LOCAL UTILITY PURVEYORS.- 21. PROVIDE PROTECTIVE MEASURES TO ENSURE FREE AND SAFE PASSAGE OF PERSONS TO AND FROM OCCUPIED AREAS 8. MAINTAIN VEHICULAR AND PEDESTRIAN TRAFFIC ROUTES: ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, AND ADJACENT FACILITIES; DO NOT CLOSE OR OBSTRUCT STREETS, SIDEWALKS, OR PASSAGEWAYS 22. REMOVE COMPLETELY BELOW NEW FOUNDATION SUBGRADE; WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION; MAINTAIN FIRE ACCESS ALONG ACCESS ROAD AT ALL TIMES; MEET ALL APPLICABLE CODES AND ORDINANCES. 23. WITHOUT COST TO THE OWNER AND WITHOUT DELAY, REPAIR ANY DAMAGES CAUSED TO FACILITIES TO REMAIN. 9. PROTECT FROM HARM ANY TREES, OR OTHER OBJECTS SELECTED TO REMAIN. 24. THE CONTRACTOR IS RESPONSIBLE FOR PRESERVING ALL BENCHMARKS AND STAKES AND THE REPLACEMENT OF ANY : THAT ARE DISPLACED OR MISSING. 10. DO NOT DAMAGE EXISTING CONSTRUCTION TO REMAIN. 25. THE REFUSE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF BY THE CONTRACTOR IN A MANNER 11. RESTORE ANY IMPROVEMENTS DAMAGED BY THIS WORK TO THEIR ORIGINAL CONDITION, AS ACCEPTABLE TO OWNER. CONSISTENT WITH ALL GOVERNMENT REGULATIONS. IN NO CASE SHALL REFUSE MATERIAL BE LEFT ON THE PROJECT REPAIR ANY DAMAGE TO ADJACENT STRUCTURES, UTILITIES, SITE, AND WORK OF THIS CONTRACT TO REMAIN AT NO SITE, SHOVED ONTO ABUTTING PRIVATE PROPERTIES, OR BE BURIED IN EMBANKMENTS OR TRENCHES ON THE PROJECT ADDITIONAL COST TO OWNER. SITE. DEBRIS SHALL NOT BE DEPOSITED IN ANY STREAM OR BODY OF WATER, WETLAND, OR IN ANY STREET OR ALLEY, OR UPON ANY PRIVATE PROPERTY EXCEPT BY WRITTEN CONSENT OF THE PRIVATE PROPERTY OWNER. MAINTAIN HAULING ROUTES CLEAN AND FREE OF ANY DEBRIS RESULTING FROM DEMOLITION WORK ON THIS PROJECT. GENERAL.. NOTES 1. EXISTING UTILITIES AND UNDERGROUND STRUCTURES SHOWN ON THE PLAN ARE BASED UPON THE BEST AVAILABLE PUBLIC RECORDS AND/OR PRIVATE RECORDS AS SUPPLIED BY THE PROJECT OWNER AND/OR DATA OBTAINED VERBALLY FROM OWNERS OR OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. NEITHER THE OWNER NOR THE ENGINEER .GUARANTEE ACCURACY OR COMPLETENESS OF OF THIS INFORMATION AND ASSUME NO RESPONSIBILITY FOR IMPROPER LOCATIONS ON THE CONSTRUCTION PLANS. OTHER UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. ALL INVERT ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. IF CHANGED CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PROMPTLY OF 1 �PREEXISTING SUBSURFACE CONDITIONS DIFFERING FORM THE THOSE INDICATED IN THE PLANS, OR 2� PREEXISTING UNKNOWN SUBSURFACE CONDITIONS, OF AN UNUSUAL NATURE, DIFFERING MATERIALLY FROM THOSE ORIGINALLY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE CONTRACT. THE CONTRACTOR AND/OR OWNER SHALL MAKE NO CLAIMS TO THE ENGINEER FOR RECOMPENSATION FOR EXTRA WORK RESULTING FROM CHANGED CONDITIONS UNLESS THE ENGINEER HAS APPROVED THE WORK IN WRITING. (WSDOT SEC 1-04.7) 3. THE CONTRACTOR SHALL CALL THE UTILITIES UNDERGROUND LOCATION CENTER FOR FIELD LOCATION OF ALL UTILITIES AND SHALL NOT BEGIN EXCAVATION UNTIL ALL KNOWN UNDERGROUND FACILITIES IN THE VICINITY OF THE PROPOSED WORK HAVE BEEN LOCAL ED AND MARKED. IF THE 'viILI T Y IS NOT A SUBSCRIBER OF THE UNDERGROUND LOCATION CENTER THEN THE CONTRACTOR SHALL GIVE INDIVIDUAL NOTICE TO THAT UTILITY. (WSDOT SEC. 1-07.17 APWA SUPPLEMENT) 4. THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS AND EXERCISE SOUND ENGINEERING AND CONSTRUCTION PRACTICES IN CONDUCTING THE WORK. THE CONTRACTOR SHALL PROTECT EXISTING PUBLIC AND PRIVATE UTILITIES FROM DAMAGE DURING CONSTRUCTION. IF EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE ENGINEER, THE CONTRACTOR SHALL RESTORE THE UTILITY TO ITS EXISTING CONDITION. (WSDOT SEC. 1-07.17 APWA SUPPLEMENT), THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND THE METHODS OF CONSTRUCTION FOR DESIGNS SHOWN ON THESE PLANS. 5. WHERE THE PLANS CALL FOR UTILITIES TO BE RELOCATED BY OTHERS, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANY AND COORDINATE HIS WORK SO AS TO AVOID CONFLICTS. 6. ALL EXCAVATION, TRENCHING, SUBGRADE PREPARATION, FILL PLACEMENT, AND ALL SOIL WORK IN GENERAL SHALL BE CONDUCTED IN COMPLIANCE WITH THE RECOMMENDA11ONS OF THE PROJECT SOIL ENGINEER AND THE CURRENT GEOTECHNICAL ENGINEERING REPORT. 7. ENGINEERING DESIGN AND APPROVAL FOR STRUCTURES SUCH AS WALLS AND VAULTS MUST BE PREPARED BY THE APPROPRIATE PROFESSIONAL ENGINEER AND IS NOT A PART OF.THESE PLANS. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR -HIRING A PROFESSIONAL LAND SURVEYOR TO. REFERENCE EXISTING MONUMENTS ON OR ADJOINING ESTABLISHED SAID POINTS AT PROJECT COMPLETION. THIS REESTABLISHMENT SHALL BE DOCUMENTED BY RECORD OF SURVEY OR SITE PREVIOUS TO DEMOLITION OR CONSTRUCTION AND TO RECORNER RECORD AS DESCRIBED IN W.A.C. 3�2-120. 1ML, I T H N Ar&itects+0esigners+P1anmers Pier vc i2oi Alaskan SUfte •• Seaftle, WA 98ioi a 2o6 62.3.3344 CITY OF RENTON PROJECT: RENTON PAVIL101 LOCATION: Renton, WA PREPARED FOR: City Of Renton CIVIL ENGINEER: OUGHLIN PORTER. LUNDEEN 217 PINE STREET - SUITE 300 SEATTLE, WA " 10 1 P. 206/343-0460 E: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION KEYMAP NO. DATE REVISION PARTNER IN CHARGE SCP PROJECT MANAGER JAS PROJECT ARCHITECT SAS PROJECT TEAM MEMBERS CHECK ARCHITECT SEAL 13 C..l�o 4�0 A I26577 ZDo& T . `�sslaxa�. �PIRES 0 --j PROJECT N0, 0237300 UA It 01-24-03 PROJECT NETWORK PATH SHEET NUMBER Ci so BID SET COPYRIGHT C 2002 . I + -01FI + I a 5 9G 20 SCALE 1" 10' Uj -. Q .. O`` 7 cl Q O + O O -� O 1 rL- r s SSWI ! I i ( I i I i NI jt ( f i { e i I t 1 1 H"S$ 6n$S I I EX CB RIM= 5.20 to } I 1uJ It ]} 11t1{ ' 1 I VAJ <2D ! 12 W I t j � l I r QQ o RESTORE SEED CONCRETE SI 4 --TAILLU EWALK 1 �E-ST �E CONCRETE ETAIL C13 `..� DRIVE MA rCH EXISTING GEADEa. . , ., =' + Kl) Tr i I CONCRETE SEE SH RAMP MAX S L 1.1 O E 5% I o 0 0 0 0 0 0 o 0 fl 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 '� ' • d x < . 4 " 1 4 : ' p 4 4 . . 4- ' 9. - 4' .. ' q 4 q . d a ' 4 C4 ' v y . �'. . 4 4 • 4 ..+'• 4' 4 q. S "44: .f 4 f .4 .4 a 4 •4 CONC ETE R MPMAX SL E 5� 4 4 'd a , "9 -A a q 4 4' " .4 q. 9 .4 - 4 d .4• 4 .q a w"4 9. '4 A .4 SEE � .1A. .4. q-4 S. k k A • 4 •4. �d' 4 a A •A• 4 9 '4- i 4 4 v q q a4 •p. 4 -4 d 4 A :. i J d 9' t d 9. , .a. -04/. �. w 4 4 .. -\' 4. • q - .d'_°• .q ," 4 ` 9 a 4 . CV .q. . 'y a, 'ti. .4. - i' .. q � I'4 .44'� � '•�• DJ '.da - 4 .a. 4; -. 4• ` 4 � � a ll�u ��� (�jj/ • A 41 4 w Q` q o a 1 �\� c, ♦.. .4;g ACCESS RAMP ;;a . .. SLOPE 6.45% ,. -•. • 4 q. �0< .4 f• .. q SEE SHEET L1. i 4 q ♦ .4 ?' . i a 90 NOTE: SEE SHEET L1.1 FOR SPOT ELEVATIONS a '�' ` �05�, •'' ".° :: : 4 ; ;+�.••. d..' .r 9 01 4•4 .- f 4.1:. 4 4 •. .- - .•9 p.a , 4 _LU 1 - Ec .• 4 V :4 .d• .. 4 f .4 4", 4 NEW CONCRETE SIDEWALK ` $ a•,d y .• y • ` a ; -� Y Q. I . ': SEE DETAIL q . •o . 4 ' C� 4.♦ '• a y�.. .,,., '. *' •v. CAA ails.• •:4 - a Fa 6, C- a 4. .i 4 �` f•. _ 4_ 4 'C' 4 q^ < o• a' - 4 a 9 9' -a . ,..4 q { p q. r.4'1, SEAT WALL `q s 4 4 •`' SEE ARCH'L PLANS . 4 O 4 I 4 q'4q-. -4. •a0 -i-0.- 4 _ - �, •q :C -O 44 4 o , � 4 9- ' 4. ., 4 ., t f- 44 -� •. a d n -� 9• 4 l ^a� — — — — -- -- — — — — -- — -- — -- — ---- — — ( L — i L J i—H ol -- ' f .O egg" 8 L.LI0 0 4 4 oUj `-: • 9w - < :. + + 4 . .,, • • q } Ex LT EX CB u� # ( SSMH ! ) I EX CB I I � i r � { I- l i .*i Pier 56 'Zoi Alaskan Way Suite 200 Seattle, WA 98'o' Ta 2o6 623.334.4 FAX 2o6 623.7005 PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton CIVIL ENGINEER: COUGHLIN PORTER LUNDEEN 217 PINE STREET - SUITE 300 SEATTLE, WA 98101 F: 206/343-0460 F. 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION KEY"P N0. DATE REMSION PARTNER IN CHARGE SCP PROJECT MANAGER JAS PROJECT ARCHITECT SAS PROJECT TEAM MEMBERS CHECK ARCHITECT SEAL C. O (-T � .�o 26577 EXPIRES 01/23/2004 TITLE SITE PLAN PROJECT NO. 02373.00 DATE 01-24-03 PROJECT NETWORK PATH t SHEET NUMBER B1D SET COPYRIGHT© 2002 MITHUN, INC. C: J EX CB 2'WTR SSMH dj SANITARY SEWER NOTES AND SPEC19CATiONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277-6222, ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILUNG ALL CONSTRUCTION. 6, CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS, 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8.INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS, 13, DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. STAND WIPE FDC ! I EX CBI + RIM= �5.20 NNECT T&EX 8" S- U8�--/ N 8"x4" R DUCER (LxN 31 4" GATE ALVE WITH VST INDI6A OR 0 PJUST RIB 0 GRAD - :Q?NNECTI EX CBI '1�= 36.E 1 X IE= 3 WIE= 3$ �IN) OUT) IE= -�3�.18 0 0 1-1/2" TYPE K COPPER CONNECT TO EX 1-1/2" ';ERVICE 40 LF 1-1 /2" TYPE K COPPER 8" SD TO BUILDING FOR DOWNSPOUTS AND PLAZA DRAINS IE= 33.66 GAS METER BY PSE O OO O O O O OO OO T ----T 37.59 40. 4" DI.!Dl.!2 PER NFPA S S DS �0 � EX S CO SDCO / I } 21 LF 8" PVC SCH 40 @ 1.07 + } 4" FIRE SERVICE TO FIRE SPRINKLER RISER ROOM I NFPA S STATE APPROVED DDCV. ASSEMBLY LOCATED 4 LF " DI WATER P INSIDE BUILDING. - SEE FIRE SPRINKLER PLANS * I } 29 LF 8" PVC SCH 0 SD @ I.0 o DS DS I SSC 6" SS STUB TO BUILDING FOR RESTROOM WASTE SEE MECH L PLANS FOR } I CONTINUATION. IE= 33.85f } 0 � I + v. o SDCO IE= 34.13 � I i 0 0"50 20 + , SCALE 110' 0 Fi i I o z MATCH EXISTING GRADE AT EDGE OF NEW CONCRETE uj 0 17 LF TRENCH DRAIN PLAZA DRAIN PLAZA, DRAI RIM= 37.88 RIM= 38.56 r� RIM= 38.50 8 o ® SEE QETAIL� SEE DETAIL SEE DETAIL r EXISTING DOWNSPOUT TO BE C13 C1.3 O OO c� Oo t� v �� v v � V � o � REMOVED AND REPLACED WITH CLEAN OUT 38.08 38.62 0 >r DS S SDCO EX STORM 38.62 FF=38.56 DS 175 LF 8" PVC SCH 40 SD @ 1.0% CONNECT TO EX SD soco IE= 35.41 7 35 LF 6" PVC @ 0.5% I I RENOVATED BUILDING F.F.= 37.9 [Co. E) 14 LF TRENCH DRAIN RIM= 37.8 SEE DETAIL c 00 f J I ' EX SSCO { } IE 32, GAS SERVICE BY PSE s'ss i { CONTRACTOR TO COORDINATE I SSCO ! O 8" SD TO BUILDING FOR DOWNSPOUTS � I { OS CONNECT TO ROOF DOWNSPOUT IE= 5 � SDCO I CONNECT TO EXISTING I IE= 33.93 JAT BUILDING -ROUTE INSIDE 16" SANITARY SEWER I DS 135 LF 8" PVC SCH 40 SD @ 1.0% I I FIELD VERIFY INVERT me �o - - - - - SDCO DS ilz i + I i DS I , I CONNECT TO ROOF DOWNSPOUT 37.82 37.88 AT BUILDING - ROUTE INSIDE 37.81 � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - ! ;------------ 1 ) EX CB I------- --- STORM WATER DRAINAGE NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION, PLAN REVIEW PROJECT MANAGER. 2. ALL CONSTRUCTION SHALL BE IN -ACCORDANCE WITH THE "1988 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" PREPARED BY W.S.D.O.T., AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION, 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM SHALL BE U.S.G.S. UNLESS OTHERWISE APPROVED BY CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. REFERENCE BENCHMARK AND ELEVATION ARE NOTED ON THE PLANS. 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE DEVELOPMENT SERVICES DIVISION. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMIT {CD BY A LANDSCAPE ARCHITECT AND APPROt1EO BY THE DEVELOPMENT SERVICES DIVISION. 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6" OVER AND UNDER P.V.C. PIPE. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT-OF-WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON. 14. ROCK FOR'EROSION- -PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF I FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8"/40%-70% PASSING; 2"-4" ROCK/30%-40% PASSING; AND -2" ROCK/10%-20% PASSING. 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORM WATER UTILITY. AN ACCURATELY DIMENSIONED CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY OF RENTON UPON COMPLETION. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE TRANSPORTATION DIVISION. ALL SECTIONS OF THE W.S.D.O.T. STANDARD SPECIFICATIONS 1-07-23, TRAFFIC CONTROL, SHALL APPLY. CONNECT TO ROOF DOWNSPOUT AT BUILDING - ROUTE INSIDE CONNECT TO ROOF DOWNSPOUT SDCO AT BUILDING - ROUTE INSIDE IE= 35.38 DS OS 37.92 37.90 I ------------------------ -- - --� ------ ----- I 3)LL E3 ® I-----------J WATER UTILITY - GENERAL NOTES 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF 1 i . IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, STARTING CONSTRUCTION. AS APPROVED BY THE CITY OF RENTON. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 12. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS TO THE CITY OF RENTON. UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277-6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION AT 277-6222 24 HOURS 13. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE WATER UTILITY SECTION. ALL NECESSARY EXCAVATION AND MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S BE ON -SITE PRIOR TO CITY NOTIFICATIONS. RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL 48-HOURS LOCATORS, 1-800-424-5555. 14. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING 4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BUILT DRAWINGS. LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE 15. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY CLASS C. ALL DUCTILE IRON PIPE SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105-77 STANDARDS. ACCEPTANCE PRIOR TO FINAL TIE-IN. 5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND 16. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE IN ACCORDANCE WITH ANSI/AWWA Ci I O/A21.10-82. CEMENT LINING SHALL BE IN ACCORDANCE WITH STAR MANUFACTURING COMPANY OF COLUMBUS OHIO OR EQUAL APPROVED IN . WRITING BY THE WATER ANSI/AWWA C104/A21.4-85. IF FITTINGS ARE 3 INCHES TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL UTILITY SECTION. JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI/AWWA C1 I O/A21.10-82 OR ANSI/AWWA C153/A21.53-84. 3 INCH TO 12 INCH DIAMETER FITTINGS WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED 17. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES. OIL MAT JOINTS SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.82 OR A COMBINATION OF ANSI/AWWA STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND C110/A21.10.82 AND ANSI/AWWA C153/A21.53-84 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL DRNEWA;r APPROACHES SHALL "aE SAWCU T TO A MINI Y1U w1 DEPTH OF T:;'O INCHES OR REMOVED TO AN JQINT(S), MAY BE IN ACCORDANCE WITH ANSI/AWWA C153/A21.53-84 AND THAT PORTION OF THE FITTING WITH EXISTING EXPANSION JOINT, FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-82. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA C153/A21.53-84 OR WITH SECTION 10-4:3 OF ANSI/AWWA 18. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A CI 10/0.10-82 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN TEN DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH, TRENCHES WILL NOT BE LEFT OPEN OVER 6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC NIGHT WITHOUT PRIOR WRITTEN APPROVAL OF THE INSPECTOR. WITH BRONZE WEDGING DEVICE AND O-RING STUFFING BOX. VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY 19. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE SCHEDULE 40 IN NO A2380, OR M & H. ALL VALVES 12" IN DIAMETER AND LARGER, SHALL BE INSTALLED IN A VAULT. UNIMPROVED AREAS AND SCHEDULE 80 UNDER IMPROVED AREAS. ALL CHEMICAL PROCESS LINES SHALL BE SEE WATER STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION. SCHEDULE 80 PVC PIPE. 7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO AWWA C-504-80 WITH A 6 INCH INLET AND A M.V.O. OF 5 INCHES, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD 7 INCH, 60 DEGREES V, THREADS, O.D. THREAD 4.875 AND ROOT DIAMETER 4.6263, 1-3/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 8. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATER MAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR. 9. ALL WATER MAINS SIX (6) INCHES IN DIAMETER AND LARGER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU FF. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. A. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER. OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. B. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPQCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED IN I ABOVE. 10, A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF 10 (TEN) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECON A PERMIT INFORMATION .SHEET MUST BE SUPPLIED TO THE UTILITY ENGINEER'S OFFICE. TWENTY-FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. mmm LEI MITHUN Arch Itects+Des I gnerss+P1ar mere Pier 56 11201 Alaskan Way SAID 200 Seattle, WA g8>lol Ta 206 623.3344 FAx 2o6 623.7oo5 O -I- O CITY OF RENTON O PROJECT: O RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton O CIVIL ENGINEER: COUGHLIN PORTER + LUNDEEN O 217 PINE STREET - SUITE 300 SEATTLE, WA 98I01 P: 206/343-0460 F 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION O O O KEYMAP O NO. DATE REMSION PARTNER IN CHARGE SCP PROJECT MANAGER JAS PROJECT ARCHITECT SAS PROJECT TEAM MEMBERS ARCHITECT SEAL C. po F •d,0�, 26577� EXPIRES 01/23/2004 TITLE UTILITY PLAN PROJECT N0. 02373.00 DATE 01-24-03 PROJECT NETWORK PATH SHEET NUMBER C1 w2 BID SET COPYRIGHT @ 2002 MITHUN, INC. . DIRECTIONS FOR USE (1) REMOVE DRAIN GRATE (2) INSERT FILTER (3) REPLACE GRATE TO HOLD IN POSITION SPECIFICATIONS (1) FILTERS TO BE A MIN 3' DEEP (2) CONSTRUCTED OF WOVEN POLI (3) ALL SEAMS DOUBLE STITCHED (4) PERMEABILITY - 40 GAL PER (5) REUSEABLE OR THROW -AWAY MAINTENANCE (1) REMOVE WHEN FILLED TO HALF USE FRONT END LOADER OR EQUIPMENT FOR REMOVAL (2) CLEAN AND REUSE OR REPLAC Catch 1 Sedne'lt Fier I I -I CITY OWNED AND MAINTAINED NOTES 1. MAIN LINE TEE (MJxFL) WITH CONCRETE BLOCKING (WATER MAIN LOCATED IN EASEMENT ON PRIVATE PROPERTY SHALL NOT BE MORE THAN 50 FEET TO THE BUILDING). 2. BRANCH VALVE (FLxMJ) WITH VALVE BOX AND COVER. 3. CLASS 52 DUCTILE IRON PIPE (4 INCH MINIMUM) ALL PIPES AND FITTINGS SHALL BE RESTRAINED WITH SHACKLE RODS 0 AND CONCRETE THRUST BLOCKS PER NFPA AND AWWA STANDARDS. 4. POST INDICATOR VALVE (MJ) WITH TAMPER SWITCH. 5. (2) 90• BENDS (FLxFL) WITH FLANGED DUCTILE IRON SPOOL 6. 18" LONG SPOOL (FLxPE). 7. FLANGE COUPLING ADAPTER. 8. APPROVED DDCVA ON MAIN LINE IN HORIZONTAL POSITION ONLY. (PER LATEST DEPT. OF HEALTH APPROVED LIST OF BACKFLOW PREVENTION DEVICES). BOTTOM OF DDCVA SHALL BE A MINIMUM OF 24 INCHES ABOVE FLOOR LEVEL AND NOT HIGHER THAN 5 FEET MAXIMUM, INSTALL THREE CONCRETE PADS OR ADJUSTABLE PIPE SUPPORT COLUMNS UNDER DDVCA. 9. O.S. AND Y VALVES TO BE RESILIENT SEALED WITH TAPER SWITCHES. ADD WIRING IN ACCORDANCE WITH L&I. 10. METERED 3/4 INCH BYPASS DCVA - BYPASS METER SHALL BE A 3/4 INCH "SENSUS-ECR" SR POSITIVE DISPLACEMENT METER EQUIPPED WITH A REMOTE READ SENSOR PLATE MOUNTED ON THE OUTSIDE OF THE BUILDING WALL. 11. SWING TYPE GRTAVITY CHECK VALVE, FLANGE WITH BALL DRIP IN VAULT. 12. 4"WxC BULL, ELBOW, THREADED. 13. UL LISTED FIRE DEPARTMENT CONNECTION, UL LISTED BREAK AWAY CAPS, LOCATE WITHIN 50 FEET OF A PUBLIC FIRE HYDRANT. AFTER FIELD INSTALLATION, MAIN DDCVA AND BY-PASS DCVA MUST BE TESTED SATISFACTORILY BY A DEPT OF HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST REPORT MUST BE SUBMITTED TO THE CITY OF RENTON WATER UTILITY ENGINEERING DEPARTMENT PRIOR TO TO ACTIVATION Or NEW WATER LINE. INSTALL BRASS PLUGS AT ALL TEST COCKS. 24 INCH MIN 5 FEET MAXIMUh DUCTILE IRON INLAY GREAT RED DOT BUILT IN BLOC\--\ FINISH FLOOR LEVEL ELEVOM MEIN OF DDCVA FOR nn A'rr , OCKDOVVIN \ �- I [V`K nnwN Rill T tVtt biV;iC LVtJnUVYrty ,,. CONCRETE SLAB 6 1' BEDDING CONCRETE CONCRETE FLOOR SLAB-\ OR PAVEMENT . L 'A ��'DR AIN: (1L H . .L. � ANN / i POLYDRAIN LOCK TOGGLE SOIL SUBGRADAN H R I 0 RIBS PER I 0 1-1 /2" AND 2" WATER SERVICE DETAIL UJ ' z _..I -I 9 IN UNIMPROVED RIGHT-OF-WAY CAUTION: VALVE BOX SHOULD NOT REST ON PIPE. 10 11 12 w l f INSTALL METER BOX AT W LATER COMPACTION IN AREA OF VALVE BOX COULD PROPERTY LINE. 0 CAUSE THE BREAKAGE OF THE SERVICE. a » '';,+::`•r�• s 10" MIN. •�L _ 14" MAX. 0 0 0 2 3 6 7 1 1 5 $ CRUSHED ROCK BASE TO SUPPORT VAULT. 2" BRASS NIPPLE MATERIAL LIST FOR 2" SERVICE: METER LOCATED IN PLANTING STRIP BETWEEN CURB &SIDEWALK MATERIAL LIST FOR 1-1/2" SERVICE METER LOCATED IN PLANTING STRIP BETWEEN CUB AND SIDEWALK (MIPT x MIPT) 1. 2" tapped tee. 1. 2" topped tee. 2. 6" long X 2" brass nipple with threaded ends (MIPT). 2. 6" long X 2" brass nipple with threaded ends (MIPT). CAST IRON OR *;7n CONCRETEBLOCKS 3. 2" double disc gate valve (full opening for tapping) with threaded ends, 3. 2" double disc gate valve (full opening for topping) with threaded ends, square DUCTILE IRONsquare operating nut, and valve nut extension if required (dwg BR46/Page B090). operating nut, and valve nut extension if required (dwg BR46/page B090). WATERMAIN.4. Two piece cast iron valve box. Standard 8" top section with regular base section, 4. Two piece cast iron valve box. Standard 8" top section with regular base section, VICE FROM EXISTING length to fit, "lug" type cover, length to fit, "lug" type cover. WATERMAINS INSTALL 2" FORD 5. 2" brass bushing (MIPT x FIPT). 5. 2" X 1-1/2" hex brass bushing (MIPT x FIPT). F202 STYLE SADDEL (IPT) 2 each 2" brass or bronze nipples 6" length, threaded ends. 2 each 1-1/2" brass or bronze nipples 6" length, threaded ends. 2 each 2"-90' brass or bronze elbows (FIPT x FIPT). 2 each 1-1/2"-90' brass or bronze elbows (FIPT x FIPT). ALTERNATE CONNECTION DETAIL 6. 2" (MIPT) x compression fitting, Ford C84-66 or equal. 6. 1-1./2" (MIPT) x compression fitting, Ford C84-66 or equal. FOR EXISTING MAINS 7. 2" soft copper tubing type "K', length to fit. 7. 1-1/2" soft copper tubing type "K", length to fit. 8. 2" pack -joint 90' ell, for Ford L44-77 or equal. 8. 1-1/2" pack -joint 90' ell, for Ford L44-77 or equal. 9. 2" Customsetter with by-pass Ford VFH 77-128 x 17-3/16" or equal, with flanged 9• 1-1/2" Customsetter with by-pass Ford VFH 66-12B x 13-3/16" or equal, with flanged angle valve and padlock wings on inlet, and angle check valve outlet, ball valve on angle valve and padlock wings on inlet, and angle check valve outlet, ball valve on bypass with padlock wings. Customsetter shall have vertical inlet and outlet. bypass with padlock wings. Customsetter shall have vertical inlet and outlet. 10, Rigid meter spreader to be supplied and installed in meter setter by contractor. 10. Rigid meter spreader to be supplied and installed in meter setter by contractor. 11. Water meter shall be supplied and installed by City of Renton upon payment of all 11, Water meter shall be supplied and installed by City of Renton upon payment of all related water meter fee and satisfactory pressure and purity tests. related water meter fee and satisfactory pressure and purity tests. 12. 17"x28" concrete meter box with 3/8" steel diamond -plate cover equal to Fog Tite 12, 17"x28" concrete meter box with 3/8" steel diamond -plate cover equal to Fog Tite Meter Seal Co. No. 2T. Meter box shall be double stacked. Meter Seal Co. No. 2T. Meter box shall be double stacked. 2" coupling (compression x FIPT) with 2" plug (MIPT), Ford C-14-66 or equal. 13. 1-1/2" coupling (compression x FIPT) with 1-1/2" plug (MIPT), Ford C-14-66 The property owner is responsible for any necessary adaptation or extension of or equal. The property owner is responsible for any necessary adaptation •� •� a� � or extension of water service. 1-1/7 aW 2" WaterServiceDetail PRIVATELY OWNED AND MAINTAINED MAXIMUM PIPE LENGTH FROM PROPERTY LINE Z TO DDCVA MUST NOT EXCEED 50 FEET BUILDING WALL 0 a n CAST IRON FRAME AND COVER, 0 0 V 10 SEE DETAIL ON THIS SHEET " O 10 1/2 1 1/2" ASPHALT 0 N 0 SIDE SEWER PLUG CLASS B, SEE NOTE 2 © DCVA MUST BE INSTALLED IMMEDIATELY SEE OPTIONS BELOW O AFTER PIPE PENETRATION THROUGH N BUILDING FLOOR SLAB A RIGHT -OF -ENTRY 5' MAX 4 CONCRETE BOLLARDS MUST BE GRANTED TO THE CITY OF 9� ll•o Q RENTON FOR INSPECTION FOR .::::.: :.:, .:.o00.:::.-.: O INSPECTION OF THE DDCVA AND METER. ° o .0. Oo.O° o.O' O• 0-,° o ° o OO• ' ' .°• 0 10 Z 4 1 /2" CEMENT CONCRETE 6" PVC PIPE SHALL EXTEND 2" o ABOVE THE BOTTOM OF THE CASING ® PERIMETERS OF MIN CLEARANCES °° 6" PVC PIPE TO BE PAINTED ON FLOOR IN 45 BEND 09 �o �_ _ _ _ WHITE ENAMEL PAINT STRIPE °0, - ° 1 ° z WITH 2 INCH STENCILED BLACK o �o 0 LETTERS TO SAY : "DO NOT SEE CITY STANDARD m O BLOCK ACCESS" BEDDING DETAIL o°0 o0 6" PVC -- `//\. j/-�j\\/�/\\/� 11 45 BEND 12 NOTES: 1. CLEANOUTS MAY BE USED AT THE END OF 6" LINES AND IN NOT MORE THAN 150 FEET LONG. W AS APPROVED BY THE CITY ENGINEER. 2. SAWCUT SHALL 'BE SEALED AT THE TOP WITH A HOT PAVING GRADE ASPHALT AND FACE OF CUT TACKED. 24" z 48" 3. ALL MATERIAL SHALL CONFORM TO THE 1991 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, MUNICIPAL a CONSTRUCTION PREPARED BY THE WSDOT AND THE APWA WASHINGTON STATE CHAPTER. W � Y 4. MACHINE BEARING FACES OF FRAME AND COVER TO INSURE POSITIVE FIT. Z_ Z � O N J_ IyJ m li o O jC DXV Asm I- L - Md 4' J%and* W/ (22) 2-11T Nozzel 6 PREMOLDED CONTINUOUS MASTIC JOINT STRIP OR JOINT MAY BE SAWCUT, SEE DETAIL A BELOW. -4. d 'da G d ° d .d °Q d DETAIL A SAWCUT CONCRETE, USE BACKER ROD AND W FILL W/ SEALANT, SEE RESERVOIR TABLE. ° d SD 1 4D G d ° d. a° ° BUTYL OR d ° POLYPROPYLENE e ROPE OR BACKER ROD SEALANT RESERVOIR TABLE JOINT SPACING WIDTH (W) DEPTH (SD) 9-11' 1/8" 1/4" MIN. 11-14' 1/8" 1/4" MIN. 15-17 1/4" 3/8" MIN. 15-18, 1 /4" 3/8" MIN. 20-25' 1/2" 1/2" MIN. 25-28' 1 2" 3/4" MIN. NOTE: PROVIDE CONSTRUCTION OR CONTROL JOINTS 1N SLABS ON GRADE TO BREAK SLAB INTO RECTANGULAR AREAS, SEE W. A TO TNT SPACING AREAS JOINT CING TABLE BELOW. A BE APPROXIMATELY AND HAVE SQUARE E NO ACUTE ANGLES. JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT. SEE ARCHITECTURAL PLANS FOR STAMP j PATTERN, COLOR AND FINISH. JOINT SPACING TABLE PAVEMENT DEPTH JOINT SPACING 5" 9-11' 6" 11-13' 7" 13-15' 8" 15-17' 10" 18-21' 12" 20-25' 14" 25-2$' 4" CONCRETE SLAB J VI11\11 1 •. I.V, . VI EXISTING SOIL TO 95% MAX DENSITY (SOILS ENGINEER TO APPROVE EX SUB - GRADE PRIOR TO PLACEMENT OF CONC) NOTES: 1.) CONCRETE COLORS AND FINISH TO MATCH EXISTING. - SEE LANDSCAPE PLANS FOR SCORING PATTERN. 2.) SEE DETAIL 10/C1.3 FOR CONSTRUCTION AND CONTRACTION JOINT PLACEMENT. 4-1/2" THICKNESS FOR PEDESTRIAN PLAZA 8" THICKNESS FOR DRIVING PLAZA SLOPE @1/16" PER FT 4" LONG TURN ELL-' (BELL END) 4" PIPE Concrete Plaza Restoration 4 ZURN - Z508 OR EQUAL FINISH GRADE SLOPE @1/16" PER FT. ,e I CAULK OUTLET+ ! 4X6 REDUCER (BELL END) 6„ TO STORM DRAIN NOTES: ' 1. BACKFILL WILL BE COMPACTED USING NATIVE OR SELECTED MATERIAL AS APPROVED BY THE SOILS ENGINEER. 2. INSTALLATION SHALL BE PER SECTION 51 OF APWA STANDARD SPECIFICATIONS • MITHUN Arch itects-i•Des igners+Planners Pier 56 i2oi Alaskan Way Suite 200 Seattle, WA 9E7ot mot. 206 623.3344 FAx 2o6 623.7oo5 CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton CIVIL ENGINEER: COUGHLIN PORTER LUNDEEN 217 PINE STREET - SUITE 300 SEATTLE, WA " 10 1 P: 206/343-0460 F. 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION KEYMAP NO. DATE REVI510N PARTNER IN CHARGE SCP PROJECT MANAGER JAS PROJECT ARCHITECT SAS PROJECT TEAM MEMBERS CHECK C. p® g VAS r ' ✓� 03 ,e � Zs577 sslo � ATAL EXPIRES 01 23 2004 DC ES TIRE DETAILS PROJECT NO. 02373.00 DATE 01-24-03 PROJECT NETWORK PATH Trench Drain 9 Concrete Paving Control J -on, A fl I 12 SHEET NUMBER .C1 m3 BID SET COPYRIGHT 0 2002 MITHUN, INC. MEDIUM BROOM FINISH SELF LEVELING SEALANT TO MATCH PAVEMENT COLOR 1 /4" RADIUS 1 /2" DEEP TOOL JOINT 3/8" FIBER EXPANSION BOARD. FULL DEPTH. HOLD 1 /2" BELOW FINISH SURFACE W/REMOVABLE 'J' CAP MIN. 20'-0" O.C. 4" COMPACTED DEPTH 5/8" MINUS CRUSHED ROCK #4 REBAR AT 18" Q.C. BOTH WAYS COMPACTED SPECIFIED FILL TERRACE PAVING 3" = 1'-0" NEW PAVING TO 2H MATCH EXISTING BENCH 1 d ° Q TERRACE PAVING ir » '° O °o° eaQO: 22 ' Q I I..' O 0 ° 0-0 fit, I 'it ' STRUCTURAL FILL .I I I v , v i! SEE STRUCTURAL FOR REINFORCING 1p ter.=-�-J_-' ' 4 CONTINUOUS CONC. FOOTING _I O0 0 0 aa a¢ 0 '0 j O O e0 00 Vo0 O O O / TERRACE EDGE METAL RAIL. SURFACE MOUNT TO EXISTING WALL 4 EXPANSION JOINT W/ a SELF LEVELING SEALANT TERRACE PAVING 4 .4 EXISTING CONCRETE WALL. SAW CUT TOP TO MATCH A 4 ARCHITECTURAL EXISTING CONCRETE PAVING 17 a \\\\\\ 4 AA SOUTH RAILIN6 SECTION 1" = 1'-0" �----20 RECTANGULAR TUBE »e- ot SEATING SUPPORT_ 16" O.C. MAX. ;� BENCH PLAN SOUTH RAILING ELEVATIO 1 /4" STAGGER JOINTS, MIN. N SS SELF -TAPPING SCREWS —1'-6 1/2" 20 :COMPOSITE LUMBER 20 RECTANGULAR TUBE 2x2 SQ. TUBE 2x2 SQ. TUBE MOUNTING PLATE <' •4• • a NOTES: � 1. CAP ALL EXPOSED ENDS. 2. GRIND ALL WELD SMOOTH. 3. FINISH PER SPECIFICATIONS. '—�BENCH SECTION 2H 1 /2"._.PLATE STEEL 1 /4" PLATE STEEL 1 x1 5Q. TUBE 5/16 X 2-1/2 BOLT W/ WASHER AND EXPANSION SHIELD 4" O.C. - f4 -1:" -STEEL .. 2x2 ANGLE SOUTH RAILING DETAILS 3." 1'-0" PLUMB FACE .OF SLAB CANTED FACE OF SLAB (BETWEEN HANDRAILS ONLY) 1" STAIR NOSING DETAIL 1" = 1'-0" t 1 1_1/2" = 11_0" t ,� 1 1-1/20 = 1,_0H ` 'v 1 3H 111-0" EXTENT PF SIDEWALK DEMOLITION F i0. I , II � OI it 138.56 -'-- I 1 � , ® Ioj BOTTIDM OFF NEW ( AMP, ' P. ; LAILl I 3 .9 I I ; I I � I GRADING —WEST SERVICE/STORAG ow ot�.oa 'J �a..r.�cav f�.•vmra R'.L':�wi.a•caoueu�aneEneaeeca6a�e•enu�eeour.a o GRADING —NORTH LOBBY HANDRAIL AT ADA RAM I i I I I E NEW 6" WIDE' TRENCH DRAIN- ITH ADA GRATE I I I I n i GRADING-- EAST END ir Q LAYOUT PLAN — WEST END 8'-0" 1-1/2" O.D. STEEL TUBE HAND RAIL 6X6 MOUNTING PLATE TYP. 5/16" X 2-1/2" BOLT W/ WASHER AND EXPANSION SHIELD 2x2 SQ. STEEL TUBE 1/4" PLATE STEEL 6" BENCH MOUNTING PLATE HANDRAIL 3" = 1'-O" 5/16" X 2-1/2' BOLT W/ WASHER AND EXPANSION SHIELD 1 1 /2 0 STEEL TUBE 1/4" PLATE STEEL MOUNTING PLATE 1-1 /2" OD. STEEL TUBE 2'-7" 1'-0" HAND RAIL. BENCH BEYOND C3) 'O CV NEW PAVING TO MATCH EXISTING V-8" cV ----------------- TERRACE PAVING O O Q O O �4°R d n°O on eZ n° \o a 44' 4 ° STRUCTURAL FILL III-1 I i I��I I i I I .III-1 I I � �� �•• �° ' • � •il � �� �� " • �� // // �/ice a a a CONTINUOUS CONC. FOGTIivG._ III —III III III III=1 I I =\\� --_—_---- — d-_------ / / — ------- =1 I I=1 I I III=1 I I III=1 I I-1 • ' � • . �--------------------- X�\\/\\ III-1 I I I I 1 III III-1 I II � �� °• ��� � a ° �O ' ° ° ° � � � •� � �i�i .III=III III=1 I I III=1 I 1=10 °0 0 0¢� 0 0oCJ��j�� O O OV.O OOC-.b \ /� HANDRAIL AT STAIR GRADING &NOTES —WEST END PLANT SCHEDULE SIZE COMMENTS BOTANICAL NAME / COMMON NAME PLEIOBLASTUS PYGMAEUS 1 GAL. 24" O.C. DWARF FERNLEAF BAMBO PLANTING NOTES 1. PLANTING OPERATIONS SHALL BE COMPLETED IN STRICT ACCORDANCE WITH SPECIFICATIONS AND DETAILS. 2. UNDERGROUND UTILITIES SHALL BE LOCATED PRIOR TO START OF- _ WORK. CALL UNDERGROUND SERVICE ALERT. 3.NO PRE -EMERGENT HERBICIDE SHALL BE USED ON THE PROJECT SITE PRIOR TO OR AFTER INSTALLATION OF PLANT MATERIAL OR DURING THE ONE YEAR WARRANTEE PERIOD, 6. CONTRACTOR SHALL SUPPLY PLANTS OF THE SIZE SPECIFIED. IF CONTRACTOR IS UNABLE TO LOCATE PLANT MATERIAL OF THE SIZE SPECIFIED, CONTACT THE LANDSCAPE ARCHITECT FOR INSTRUCTIONS. 7. CONTRACTOR SHALL PLACE PLANT MATERIALS SO THEY DO NOT - - INTERFERE WITH BIDDER DESIGN IRRIGATION SYSTEM OR INHIBIT REn! IIRED COVERAGE. PLANT LOCATIONS MAY BE ADJUSTED 'AS LONG AS DESIGN INTENT IS NOT COMPROMISED. IF A CONFLICT OCCURS, CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR APPROVAL OF ANY MAJOR MODIFICATIONS. 8. CONTRACTOR SHALL NOT{FY LANDSCAPE ARCHITECT 24 HOURS PRIOR TO PLANTING FOR APPROVAL OF PLANT MATERIAL AND LAYOUT. 9. PLANTING AREAS SHALL RECEIVE A 2" LAYER OF 1 /4" WASHED CRUSHED ROCK MULCH, SEE SPECIFICATIONS. 10. CONTRACTOR SHALL GUARANTEE PLANT MATERIAL FOR A PERIOD OF ONE YEAR FOLLOWING END OF 120 DAY MAINTENANCE PERIOD. 11. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE SITE IN A SAFE AND CLEAN CONDITION. 12. THE CONTRACTOR SHALL BE RESPONSIBLE UNDER THIS CONTRACT FOR REPAIRING OR REPLACING, AT HIS OWN EXPENSE'r ANY STRUCTURES, WALLS, PLANT MATERIAL, OR TREES DAMAGED OR DESTROYED. LIKEWISE, HE SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING ANY AND ALL DAMAGE ON ADJACENT PROPERTIES OR ANY OTHER AREAS OUTSIDE THE LIMITS OF WORK. THE DAMAGED ITEMS WILL BE RESTORED TO THEIR ORIGINAL CONDITION AND TO THE SATISFACTION OF THE OWNER, 13. PLANTING AREA TO BE IRRIGATED. MITH.UN AFch ifis-rE?ecri+Planners Pier 56 12oi Alaskanway.. Suite 200 Seattle, WA g8to TEL 206 623.3344 Fax 206 623.7.005 CITY OF RENTON PROJECT: RENTON PAVILION LOCATION; Renton, WA PREPARED FOR: City of Renton KEYMAP N0. DATE REvaO1 PATfRiR B7 QiAiIGE RW PiUF YANAWR SIB PRQFC� ANQYIECf • LR RL,BY,MH PRQECT TEAM NEY�7tS c9cx FB AF017ECr TAI. 3689 REGISTERED ARCHITECT BRUCE L. WILLIAMS STATE OF WASHINGTON TRIE PLAZA LAYOUT & DETAILS PF"cT Na 02373.00 DATE 01-2&03 PWZCT NETWORK PATH S:\-2002\0222400\CADD\L SHEET NUN�R 131D SET COPYRIGHT* 2003 MITHUN, INC. M I.TH UN Arch itects+Designers+Plan ners Pier 56 12m Alaskan Way Suite 200 Seattle, WA 98iol TEL 2o6 623.3344 FAx 206 623.7005 CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton KEVAP NO. DATE REV" PARIIER IN CHARGE RW PROM MANAGER SB PROJECT ARCHITECT LR CHECK FB ARCHITECT SEAL. 3689 REGISTERED RCHITECT FFTUCE L. WILLIAMS STATE OF WASHINGTON SITE PLAN PROJECT NO. 02373.00 DATE 01-28-03 PROJECT NETWORK PATH SA. SHEET NUMBER - Al .0- ■ BID SET OP IGHT © n0mm MffHUN INC C YR Q (i)Q Q Q Q Q O � 10 11 n12 10 -.01 209'-8" . I 14'-4" 20'_0" 2011-0" Id 2011_0" 20,_001 20,_0„ 2014" I 20,_O" . 20$-0" 200_0" 150_4" . i I ! I I I Id I I I I ! � I 1 ! . I . ! 6 6 13 i 6 41 6 6 6 6 6 I _ 6 1 A�- �E-E 3E 3-�1= � �--=iE-iE-�!_�-� im-�=+E� � �-�F__m m �-=iE� 9[-�i=-�� �- IE-9M � ma--mil=-f� � 3_ --IE-� 3E SIZE �-�=1E-� � 3--�1=-=:-m qjw=-�= e=-�-�-=11.3 -� ��-=1E-aE � �_=a =-i=-� i...... ................... ......... .....'I....................'i ......... 3' '1 .'.'.'.',..............., ................... .... . . . . . . . . . . . . . . .I ................... ......... •12• •. I Ir I.......................................I.............. 2 I11'•'•'• • • •. • • •'•'• • • • • • • • •'•'•'•'•'•'•'•'•'•'•'• • •'•'•'• •'.'.'• •".'.'.'• • •'.'�.'. . .'.'.'.'.".'.'.'.'.'.'.'.'. .'.'.'.'.'.'...'.".".'.'.".'. .'.'.'.'.'.' .',.•............ . _I (' 'I. ................................. .. ....... . M I I. .. .... . . . . ...'.". ".'.'. ...... .' T��i'�?iz,T iT/>7�✓i. . . ...... . . . ... .. . . ...i . .. .. .. .. ......; . .. .. .. . . .... .. . . .. .I . .. . . .. .. .. .... .. . .. .... .. . ... .. .. .. .. .... 1� 6 r r-6 I.'.'.'.'.'.'."...... .... ............... !////./////i!/iji,//iiiii✓ .................... ; ............... ..................................... I ..............................................'i.'......'.'.'.'.'.".'.'.'. .'.''.'."............'1II� �_I .......... ..'I.. .... .. . ��i✓ *!i��i/!i//iiiii✓/ii/✓i .'.'.'.'.'.'.'.'.'.'.'....... I ."'....... I . ..... I . . ...''.....'.'.'.'.'.".'.'.".".'.'.'.''.'.".'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'I.'.'.".'.'.'.'.'.'.'.'.'.'.'.'... ...I ..... ... ...... I . .. .... ... ... . .......I ........ " .... I I j I // // ///i/i✓,riiiii�/i,./// ... 1........... " ....... ..... . I :�. ...............a B _ . _ . /.///////./.r//////.�//// ._ .i . _ . ._ �'._ . . . ._ . . . . . . ... .1'. . . . . . . ._ . . . . . ._ . '[' . ,,I'',*,''I ".•.•.'.•. I. ..'.I . . .//i//ii✓/iiiii//i✓//✓/✓//// " ............ I ......1....................: ..... ..'.'...'.'.'.'.'.'.'.'.'..'.'.'. .'.'.'.'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..•.. I.,............. -...... =.'.'.'.'.'.'.'.'=.'. 2 - I_ ................... /i/iiiiii�/iii/y/�/✓r/i// I................... I i.................... I....................'I ...... �I .. I ...........''.........'.'.'.'.'.'.'.'.'.'.'�'.'.'.'.'.'.'.'.'.'.'.'.'. ;. ,. I ( ///�'/////////f////"- / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i' . . . . . . . . . . . . . 1 �, I 1.... ....... ......./✓iiii/iy//r//y/jyr�//j//�/�..... ............... 1... " . " ... ...... I.. .. ........ ....... I......:... .. ' ...:. I. I I.. .. .. ... .. . . ...... I.......... .... " 1��� I.... ................i..'.'.'..'.'..'.'.'.'....'.'.'.'.! .'.'.'. .... . . . . . . . . . . . . . i .'..'.'. 1 .... I' . 1.......... ... ........' ............. .1NI . i. ,. �. .'. .'.'.'.'.I. .'. .'..'.'.'.'."1.'.'.. .". ..'.......'I.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.."... ............ . . . . . .I'. . . . . . . . . . . . . .1....................1 .'.'. .'.'.'.'.'.I111 ..'.'.'.'.'.'.'.'.'.".'.".'.'.'.'.'.'.'j.'.'.' . . . . . . . .. . . . . . . . .i . ... ...............� . ................ ...I ..... ...............; ......... ....... I .. .......'.'..'.'.'.'.'.'.'.'.'.'.i'.'.'.'.'.'.'.'.".'.'.'...... .. I ( )_ -( - i ) I .I 2 . . . . .j . . .. . ....'..i ..'..'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.;•.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.j'.'.'.'.'.'.'.".".'.".'.'.'.'.'.'.".".'.'.'.'.'.'.'.'.'.'.'.".'.'.'.'.'.'.'.I'.'.'.'.'.'.'.'.'.'.'.'.'.'.' . . . . . . . . . .'. . . . .'. ...�...�. I.. , ... I ..T.'.. . . ..�I.l......... .... 2 ............................ I ! I I I............. 1 ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .I'. . . . . . . . . . . . . . . . . i . . . . . . . . . . . . . . . . . . .I . . . . . . . . . .'. . . . . . . . . .I . . . . . . . . . . . . . . . . .'. .'.I'. . . .'.'. .'. . . . . . . . .'.'.'.'.� . . .'.`. . .'.'.'. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� •..............................!...................I....................1....................1....................1............ j....................'................"i........'.'.' 3 I 1................................I.................... ..1..................1...............I....1...................►' 1..........' 1I x ®1 ...................1....................I'....................I....................I............................I.....,................'.'.'.".'.'.'.'.'.�'.".".'.'.'.'.'.'.'.'.."..... .."I.. .... .... ... .......1. . . . . . . . . . . . . ..11 1 .' . . . . . . . . . . . . . . . . . I' . . . . . . . . . . . . . . . .. . ,. I I. . . . . . . 1 . . . . . . . . . . . . . . . . . -1 . . . . . . . . . . . . . . . . . . . . 'i. . . . . . . . . . . . . . oN I ............ ' ;. . I......'..'.'.'.'.'.'.'i.'.'.'.'..'..'.'..'.'.'.'.".'.".'.'.'.'.'.'.'.';.'.'.'.'.'.'.'.' 11 9 I* .'.'.".'.'.'.'. 1.'.'.'.'.............................................................. ........ .......i ......... ........ ................ .......' ................. ..' ;.. .... ....... ......................III jI I'............'.',' I....................I....................I....................'.I...I......I.I.... ...................`I........ ...... ............I 22 ............."I.... ............. I ."' I. ................'i • •'•"• • • • I•'• • . I i•'.'.".'.'.'.".'.'.'.'.".'.'.'. I. "................ ...I .............I'. ........... 111 , . ........, .I ................... , ,. I..............11 1 .. .. ..'I. . . .. . . . .. . ..... . I... . . . ... ... . . ... ...'..'.'..'.'.'.'.'.'.'.'.".'.'.'.".'. I.'."...'.'.'.'.'.'.'.".'.'.'.'.'........I. .. .... . . .... .. . ....I. .. . . .. .. .. .. .... .. .I. .... .. .. . ... .. .. .. .I I. ..... ... . ... 1 2 i .... ...... . . . . . . . . . .i'. . . . . . . . . . . . . . . . . . . .I ............. ...... . ..... .................. ...............; ......... .......... I ..... ........ ...... I'......... ''.'.'.'.'.','.'.'.'.'.'.' " I��� %F I I tI :..............................................,................"..."...................."......................".."."........�...................."...................'.....".......- �-2 - II:§)- 11 -............''.............. I I..................;....................;....................I..............,.....;................... I 2 I. 1. i i ...:............... .... ................I'.........'..'.'.'.'.'.'.'.'.' I'.'.'.'. L ................... ,...... ........ ..... . IT I.... ................";....................1..................."i....................'....................'I........ ......... I ...'1.... j ...... III 6 Ij.............................i"......"...... ... .► 1......,........ ...... ............. i.......................................'.'!.'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.".'. 1.'.'.'.'.'. 1.'.'.'.'.'.'.'.'.'.".'.'.'.'.'.'.'.'.'.'`'.'.'.'.'.'.'.'.'.'.'.'.'..'.".".'.'.'''.'.'.'.'.'.'.".'..".'.'.".'.".'.'.'."''.'.'.'.'.'.'.'.'.'. i..'. .... , . . . . . . . .I. . . . . . . . . . . . . II........................................"...........................................................1'....................I'....................I....................•....... I..............1j 1�� '.'...... ......1".... ...... ..........I'. . . . , . . . . . . . . . . .'.'.'.'.I".'.'. �.......... .... .. . ... .... ....... ' ....... . .... I .. . .. I..... . . I ..... . .... .. 1.......... ........ .. I.. .... ..'.'.'.'.' .'.'.'."!.......'.'.... .... aiNI ;. _. _. . . . . . . . . . . . . . . . 1. . . _. . . . . . . . . . . . . . . . i. . . . . . . . . . . . . I . DE-- --- '- .................. - ...................; ..................-�-- ............... - .......I .- ......... . . . . . . . . .I ........- ........- . 1'............... -......- .- - .-......'.'.='.'.'.'.`.'''.'.='.'.'.'.'.'___- '." - .. II I .................... ) �.................,....................'...................� I...................' ...... I..............'1.".'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. 1'. '.'.'.'.'.'.'.'.'.'.'.'.'...... ....................I ................... .... ................... I' ............ I I' I" I' I. .................... I ................... ...... 'i. ' ................... 'I ' ........ DUI . . rII I I .............. 1.............I................... .... .� - .... ... iI ........................ .... ,................................... .....................................................'.....'I.'.'.'.'.'.'.'.".'. .'. I.".......'.'.'.'.'.'.'.'.'.'.'.'.'I.'.'.'.'.'.'.'.'.'.'.'.'.'.' i r- Ili .............:.I....................I................... .......... .....'.'.I'.'.'.'.'.'.'.'.'.'.'.'.'.'."......;'................... ....,...................I............."...,.......'.I.'..'.'.'..'.'.".'.'.'.' 10 i. I r �.......... I... ...............1.. ....I...1................... I....................I................... 3. ..I ...!..............I.....1... 8 �'''''' - ..................I.............. -� ,. I. ..................... I.......... ......... 1 . �................... 2 - - - - -------------------- _-- - - - ... ....... . �-�-CIE-� ��t=-t��- _____ �-=m -�� 3m_=+E_Im�� =M -�� '�' �` F - - - _ _ _ = = = _ = - - ----- _- --- ------ i' ----- I SEE 19 CIVIL I 1 I IT I 6 I 6 ! 1 2 9 1 1 2 9 2 1 1 6 1 I 1 ! 1 i 1 14 I E FOR . I I i ! I 1 1 I i LOCATION j I ' i I ' I i I ; _ 4, I I I 1 1 I I 1 j i I i I I I DEMOLITION PLAN �� 110- = 1 w -- 1 ( ) (:! ) 2 3(:i ) (: ) 4(:! 5 6(: ) 7 8 9 10 11 12 ' i i i I 209'-8" _ I . 14'-4' 20'-0" 20'-Oa 20'-On If 20'-0" 20'-0" 20'-0" 20'-O" 20'-0" 20'-0" 15'-4" I - i 3'_0 �I 5'_4 1 "i " " " " I " 1 2'-4 1/2" 1--------------------- CLR. 3 -9 /2 10 1 /2 ADA AUTO 5 1 /2 5 -3 1 /2 3 _3 6 -7 1 /2 PAINT AREA ON f ! 5 OORDiNATE 5'-4" 15'-5" 7'-10" 1 I13'-9" R. 14'-3" 7'-9" Irl" I 5'-4" I .4 4 0 0 L)( I ( ) 3 -0 CLR.i 1 I 13 I _ ! EXTENT OF N 1 g FROM PANELSf � 19 WALL SETBACK N A2.1 71I L1.1I I L1.11 N F D v o - _ _ - - - - LABEL 'NOD D I 1 I I - I- - I STORAGE �' �' � 1 11 I I I 102 .S. 1 EQ EQ . 1 ' I 3'-2" 11 �_0" N I 108A ' " " I D.S. _0 109 1 2 I ail I i 1'-6 1/2" RECYCLE 1036 4AUU 2 i � 2 38.6 F.E. 1_ 2 I; N.I.C. I I o I 105A 1 61 107� o 0 0 138.56 ALIGN FLOOR I I STORAGE �, ; O A6 i I I SERVIC- m 11 g 105B 1 g 1 1 1 OBC , CHILLER I LEVEL CHANGE I ` I, SPRINKLER/ I I i ' 2 + I i BOILER - - - � WEST Q 104 LOBBY 1 8 I 37.9 EQUIPMENT F I I, I 4A WOMEN I - W .0 COL I I 103 103C EN / � O 4A - -r - - -, ROOM / 102 I 0 O I 1 105 I 06 1 4A I i I; 4A I GARBAGE I I 104 3 3 106 E �#A " _ ! RECYCLE I GA BADE i i 109 I 37 g BASE PLATE I l i 7.06 + 48 I I N.I.C. ! 4A U I I �� I I I B(: I _ _ _ - F.E. I - I - - C I r- - UP N.I.C. I N.I.C. 4A 46 .FYIF.E. I L-_- - 1�j - . 11 1 4 1 1 4C s 4C 3 101 C 3 4C 6 4C 4A STAIR 14 4" HIGH CONC. I 108E , p f �l ic3 I I O 1.- - - - - - - 4 11 1/4 1 I I 3 � --7- �- � - -+ CURB -COORDINATE ! I I CHECKERPLATE CHECKERPLATE LOCATION W/ END { ; I i A9.2 II I I I , I i _._t_ _ �_ -�P•-----L-�, i REMOVABLE I REMOVABLE I I I I I :i , I FLOOR PANEL I ! OF ELEC. PANEL. I I I 1 ! I ! I FLOOR PANEL 37 9 ; C - - - - _ _ I i I ; i I ._..._._..__._..---.a--_-- .._.-. .__.___.._- - I i; -- 170 _►ISED -� - - -� - - I - - I - - - I - - I III� I 1 I FLOOR S*STEM I I ' I , I I i I I! 1 I. \ i I I ti I I I A6.0 f i I j 1 ! I I i I 1 I 1 I I I I I I I A6.0 o i C14 1 I OPEN I I j I I I o I o I I! A6.3 ; I 0 - ' HALL I + I i i ^29 � 1 N ; , I I I I I 1O1 I j ' I �.3 1 I 1 -- - ----- -- -- --- I 101 B !I 1 1101 D 11 i , 22 I i I I IL I I I I I I I 11 I L1.1 I `'� I i i I I i I j I r21N� 1 11 1 A9.2 i I I ' I I I ( II I L1.1 ' 1 I ! 1 ' I I I .( D I - - 1 `- I ' - - - -_ __j 17 1 - - - - - i - - i - - - --i - - -I - - -I - - - -�--- - - �- - I _ _ I _ ' 1 101A i 1101 I II '; t I I I , 1 4 I I I I _ , I I I , I I Ii i 0 �" I I I i',:....._ ROOF- -- ---- I -- iI i I i I I I a I I' ABOVE I i CEILING i I I 3 1 i II I I . I IY, �- ABOVE 7 i i CEILING j I WALL 1 I II I ► I A8.0 I I 1 ABOVE 1 I ABOVE (: E - - ' I i I - - ' - . -I - - i - - i - - - I !�' I I ---- ;� j I '; I .I 101K I I I I I I I I i 1 I I I i II I 1 I _ I_ I ; I i 1 II g ' I I I I 1 111' i D. '. . I I A9.2 ;.r, i I ji I D o ,I I ' ! I I I I i 1 11}�a! Q I I .- •--A , I I j I i I i I' }'. I i ---- �P' h�EC 101 J 101 I i 101 H ( 101 G 101 I I I I 11 I - - O FEC - - - -- I Q - - - - F- - - - - I ! I I D.S.I - D.S. d ( D.S II D.S - 1 - I I I �-- SUNSCREEN - I I I 20 II I I _ _ _ _ I_ _ _ } I ABOVE I I I A9.1 TYP i11 i fl I i A9.2 TYP. 4---- - . I. - - - - I - -- _i_ -- - 1----- -1 - - - -- - - 1 1 1 I I I I 1 1 I I I ! I I I I I I a ov i i I I I . ► I I I , 2s FIRST FLOOR PLAN . DEMOLITION KEY NOTES: <= = DEMOLITION KEY SYMBOL 1. REMOVE EXISTING CMU OR CONC. WILL 2. REMOVE EXISTING CONC. COLUMN. 3. REMOVE EXIST, CONC. SLAB, 4. PROTECT EXIST'G FTG. 0 COLUMN DURING SLAB DEMO. 5. SAW CUT EXIST STEM WALL SEE 28/A9.1 FOR DIMENSIONS. 6. REMOVE EXISTING GLAZING AND FRAMES. 7. REMOVE EXIST. CONC. WINDOW SILL TRIM PIECE. 8. REMOVE EXISTING DOOR AND FRAME. 9. REMOVE EXISTING OVERHEAD DOOR AND FRAME. 10. REMOVE PLYWOOD PARAPET. 11. REMOVE EXIST. -BUILT UP ROOFING. PROTECT EXIST. DECKING AND ALL STRUCTURE BELOW. 12. REMOVE EXIST. ROOF DRAIN. - 13. REMOVE EXIST. WOOD MEZZANINE. 14. REMOVE EXIST. SHORING AT COLUMN TO BEAM CONNECTION. REPAIR PER STRUCTURAL. 15. REMOVE EXIST. TRUSS AND RELOCATE. - 16. REMOVE EXIST. ROOF ASSEMBLY AND STRUCTURE. 17. REMOVE EXIST. LIGHT FIXTURE AND SUPPORT. 18. REMOVE AND RELOCATE EXIST, ELECTRICAL PANELS AND SERVICE. SEE ELECTRICAL DRAWINGS. 19. REMOVE AND RELOCATE EXIST GAS SUPPLY LINES. ' 20. REMOVE EXIST. BUILT UP ROOFING & ROOF DECKING. EXIST. PURLINS TO REMAIN. 21. REMOVE EXIST. BUILT UP ROOFING & ROOF DECKING. REMOVE AND SALVAGE PURLINS FOR REUSE AT EAST END OF BUILDING. 22. REMOVE EXIST. TEMPORARY WALL 23. EXIST. CMU / CONC. INFILL TO REMAIN. 24, REMOVE ALL EXIST. ROOFTOP / MECHANICAL EQUIPMENT NEW CONSTRUCTION GENERAL NOTES: TEMPERED SAFETY GLAZING REQUIRED AT: 1. ALL DOORS 2. ALL LOCATIONS WITHIN A 24" ARC OF EITHER EDGE OF A DOOR IN THE CLOSED POSITION & LESS THAN 60" A.F.F. ALT. NO.3 FIRST FLOOR PLAN REV. im., i �, WOMEN �4 106 1A []3 4c 3�` 4 n 3A g C r 2' _8 1 /2„ LSEE MECH. FOR N REQU'D CLR SPACE, - - TYP. MEN & WOMEN ALT. NO.3 FIRST FLOOR PLAN REV. 1 /8" = 1'-01' MIT..HUN 1, .1 Architects+ Designers+ Planners . Pier 56 12oi Alaskan Way Suite 200 Seattle, WA g8io� TEL 2o6 623.3344 . . _ _ 1. ___ _.. FAX 2o6 623.7005 CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton KEYMAP NO. DATE I RE'A" I s fi • ty .,, PARTNER N CHARGE RW PMUMT MANAM SB PROJECT ARCH MT LR PRO,ECT TEAM MEMBERS CHM FB AmTECT SEAL 3689 REGISTERED ARCHI CT .. E WILLIAMS STATE OF WASHINGTON Tlu DEMOLITION FLOOR PLAN / FIRST FLOOR PLAN PR=T NO. 02373.00 DATE 01-28-03 PROJECT NETWORK PATH SA................. SHEET NUMBER A2,0 - . BID SET COPYRIGHT 0 2003 MITHUN, INC. -- - ._ - --- 14EZZANINE FLOOR A 4 T-INB CENTER NOTE: STAIR 1 AND STAIR 2 5 LOWDESIGNED PER OSHA SECTION26 M• I A2.1 � CLR. I PARTITION 3'-0" 3'-0" 1910.24 - FIXED INDUSTRIAL STAIRS.I � , i SERVICE I r �[;� 105A STORAGE _ !z 1 x 103 CIO104 -, 6 LLj A8.0 I u, I A8.0 I cv N 17Lj I _ MEN DRINKING FOUNTAIN � 103C j 18 TYP. o ALL 25 I N ; A9.2 SIDES a2.1 0STAR C U 0 UP I �, WM/RF N IL CLR. 3'-1 1 /2" 9" 1 EQ EQ 5'-10 1 /2" I RF 3'-11 1 /2" I 5T @9 1 /2" EA. ENLARGE® FLOOR PLANS ... j 1 /4„ s 1--0" i LOUVERS BEYOND LOW WALL i T.O. M EZZ. 47'-0 3/4" 2X12 LEDGER 2X12 STRINGERS @ 12" O.C. 2X12 TREADS, TYP. i 29 OPP, 1 A9.2 HAND d, FINISH FLOOR 37'-10 3/4" �� STAIR SECTION 3" CLR. 1 1/2" DIA. STL HANDRAIL — RETURN { 00 TO WALL AT EITHER END o " a - N � I o' TYP. 00 w LOBBY 105 7 FD CENTER BELOW PARTITION 5'-0" 3'-0" 3'-0" 3'-0" CLR. WALL SIM. ABOVE- 0 0 0 z JAN. 107 -� CONIC � FD ,-6 I I WOMEN 151413 m M011 1 1 Q6 16 A8.0 18 TYP. m l SINK �.2ALL DES 1'-6" I 1'-3" 5-10 1/2" EQ EQ 9" j 4 1 /2" NOTE: STAIR 1 AND STAIR 2 DESIGNED PER OSHA SECTION 1910.24 -FIXED INDUSTRIAL STAIRS. o i - - - - --.. T.O. MEZZ. 47'-0 3/4" CO RIPPED 2X12 29 TREADS, TYP. LO A9.2 2X12 STRINGERS 00 @ 12" O.C. STAIR SECTION 1 /4" = 11-0" FINISH FLOOR 37'-10 3/4" 3 1D7 CLR. 3,-2" 4T @9 1 /2" EA. 21 F � � N �CD I I -Lr, p o CONC I i RF X FINISH LEGEND CONIC. CONCRETE CT CERAMIC TILE RF RAISED FLOOR SYSTEM WM WALK -OFF MAT f A 209'-8" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" i FIRESTOP AT ALL 7'-10" CLR. 3'-9" _ " 23 -3 1/2 OIL- 5 1/2n 2'-3 1/2" 18 -8 1/2 " 6'-9 2'-4 1 /2" 1/2 10'-10" 1 SEISMIC JOINTS @ I COMPOSITE DECK TO I ! I ! EXIST. CONC. FRAME (�f ,, ! j CONNECTIONS ABOVE STORAGE AREA, TYP. i LOW WALL LOW WALL — — -- — F.E.ZWBELOW act �F.E ® 19 201 MEZZANINE 0 �I OPEN TO 202 IICOL'G o/ OPEN TO 5 MECH. 5 BELOW 5 i N TO I ROOM BELOW tLOW@BELOW I MEZ oNINE t I;I I11 i I HEIGHT WALLS >: x 5 I13 �� i 31 5 ! \ I (I 2'-8 1 /2" co co 2'-8 1 /2" SEE j MECH. FOR REQU D CLR SPACE, TYP. ALTERNATE NO. 3 MEZZANINE FLOOR PLAN REVISION 27 1 / C3= 1 -0" M-ITHUN Architects+Designers+Plan hers Pier 56 12oi Alaskan Way Suite 200 Seattle, WA 981oi TEL 2o6 623.3344 FAX 2o6 623.7005 CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton ewAP NO. DATE REYMON PARTNER IN CHARGE RW PROJECT MANAGER SB PROJECT ARCH TECT LR PROJECT TEAM MEMBERS CHEM FB BUf`4J17FfT CF6! 3181 REGISTt "L' ARCHITECT WILLIAMS STATE OF WASHINGTON m MEZZ. FLOOR PLAN / ENLARGED PLAN/ STAIR SECTIONS PROJECT NO. 02373.00 DATE 01-23-03 PROJECT NETWORK PATH SA................. SHEET NUMBER A2ml BID SET COPYRIGHT© 2003 MITHUN, INC. U m Gym �m C in (2) ,'3i (4) (5) si � 8, ;sj no n1l102 I 209'-8" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 14 20'-0 20'-0" 15'-4" I 2 -yam/ rr/// /io i 21 / o /// / / / N / / / / / / / / / i i /ii/ii//ir 10/ j></j /%/j% ///iiiii/•�% ///////////i/iiii lo ol /i� / /�//�//�////////////�//�/�,} ri/i///iiiiiiiiriiiiiiiiiii/% ri/iris iiiiiiiiiiir/iiii// 71=-- --- I I I I I 1 I nFkAr)l ITIM] Rc)nF PI Ali � 24 I F10 I j i I I I i ! i ! I i I I I I i i { i 10 ! I I ; I i I I I �I II it II !1 II i} II �i II L-----------� ! f I I DEMOLITION KEY NOTES: ! XX = DEMOLITION KEY SYMBOL I I i 1. REMOVE EXISTING CMU OR CONC. INFiLL I ! 2. REMOVE EXISTING CONC. COLUMN. ! 3. REMOVE EXIST. CONC. SLAB. //Z 4. PROTECT EXIST'G FTG. 0 COLUMN DURING SLAB DEMO. I'iiii /iri//i�i�i 5. SAW CUT IXIST STEM WALL SEE 28/A9.1 FOR DIMENSIONS. 6. REMOVE EXISTING GLAZING AND FRAMES. 7. REMOVE EXIST. CONC. WINDOW SILL TRIM PIECE. 8. REMOVE EXISTING DOOR AND FRAME. 9. REMOVE EXISTING OVERHEAD DOOR AND FRAME. 10. REMOVE PLYWOOD PARAPET. 11. REMOVE EXIST, BUILT UP ROOFING. PROTECT EXIST. DECKING AND ALL STRUCTURE BELOW, NOTE: HATCHED 12. REMOVE EXIST. ROOF DRAIN. AREA INDICATES REMOVAL OF ENTIRE 13. REMOVE EXIST. WOOD MEZZANINE. ROOFING SYSTEM INCLUDING ROOF 14. REMOVE EXIST, SHORING AT COLUMN TO BEAM CONNECTION. STRUCTURE , REPAIR PER STRUCTURAL DECKING, BUILT-UP ROOFING, TYP, 15, REMOVE EXIST. TRUSS AND RELOCATE. 16, REMOVE EXIST. ROOF ASSEMBLY AND STRUCTURE. 17. REMOVE EXIST. LIGHT FIXTURE AND SUPPORT. 18. REMOVE AND RELOCATE EXIST. ELECTRICAL PANELS AND SERVICE. SEE ELECTRICAL DRAWINGS. 19, REMOVE AND RELOCATE. EXIST GAS SUPPLY LINES. 20. REMOVE EXIST. BUILT UP ROOFING & ROOF DECKING. EXIST. PURLINS TO REMAIN. 21. REMOVE EXIST. BUILT UP ROOFING &ROOF DECKING. // /i REMOVE AND SALVAGE PURLINS FOR REUSE AT EAST END OF BUILDING. ! I 22. REMOVE EXIST. TEMPORARY WALL ! I j 23. EXIST. CMU / CONC. INFILL TO REMAIN. I 24. REMOVE ALL EXIST. ROOFTOP / MECHANICAL EQUIPMENT I EXIST. CONC. BOILER rFLUE I � � � 13 I PURLINS TOLniJ i • I 5 4 3 I 1 , ! REMAIN FRAME 8 ; ! ; 7 i A9.0 A9.0 A9.0 A9.0 i A9.0 16 z Ag Q I ! TYP. NORTH SIDE; A9.0 TYP. ' � � _ i -,. iir► _�- ; i i _ i i{ t t I- i I i i ! i I { i •:I i } i ! i I ! f ( i 1 x ! I t I 1i i '• ! i I ; ! ! I : { ! ! i i t p f { 1 i ! { 1 1 _ A9.0 _ i ! i ! i , I ! ! i i �: ;� • , , ! } ; ; , ? i ! 1 ; { .} i i i i ; ' I B - i i I i i . i {{ i L! i 1: i � i i• ! i i I I 1 ( i , ! i J i ! i i ! i t O ! i t t j ! ! 1 t I ; { i I { i 1 i t { I i i ! I } ! O i 1 i i i i 1 i I t i i ! ! I { i I ! l i ! i i ! 5 1 I E { I I ! - i t �` i 1 4 - - i -�--11 t � Ifi-'- • 1 i T i -1 �� ! i �t i t ; si- { I i { i ! j ` i i { i � , ;. ,_ I � ; 1 ( ; i I 1 { ! I ( I � 7• + I I ! ! !1 i I s ! ' t ! i i ; } ! ` I ' ' ! { ' 1 I( ! ! i I I ! i i i i !y{ 1 ! i i f ! ! i } i a - 3 x - i i ! I i i i i { i { I CD N �• ! i 1 t ! I i ! { ' I ! I i I i ! CD :5a � !0 N E:•i' j i I ! ? ! i E S ! ! i ! i i i 1 t ! ( i } 1 ! ! i I 1 = 1 { { y i tI 14 9.0 A N I •! + � t t ' t t I ' } ! 1 1 + ! i ( ! 1 1 i 1 } ! t 1 4 i 5 + i ! i ! i. 1 I ( i i � 1 t--- ----------- �- - -- ! t 1 I } i �E I I i { { ! ! t J •i + t � 1 t t � ! i ; ( i } { J �i 1 j { . i I i E } I 1' i i { '! 1 t t 1 ► I 1 } { I 1 ! ! ! ! ; J i , i i I i i ! I { i ! i t . • E 1 ! { i ' I { ! { { li 1 i -, -'-r-1 � { i i--�---- I'---!� :� i f-i--T-�- i f--x �'J- '� DD- 15 I __ @�•'�''---------_-`-_ ! i 1 ! ( i j i j i j i l , t' I ! i : I j i ! ! f ! I I-t i t i 1 ! i } { 1 1 ; ! t f t 1 } i =i t E 1 I ! i i 1 I { i i , t i i i i t i i i i t i i t I` ! 1 I i i 1 I } i I ! i - ! ' .;._ r- i=-�--:--j --i•-ir--°r--' i - i - -� i- {--�-%-•-r-= - i i T- i T 1 i ! ��-. �� I I ..i. _ .{. ._.!.... ...j. ...� -.� ;.. .j _ t. ._1 .. ! ..i..-• - •-- - - I ' ( � ! i I } i i ' ! ! j I I I + ( ( { I ( i i. { I i , ! ! ? ! ! i { { I ! } { A9.0 __�_i _ ! _i -- (i I I I } ; i ! } } ! I I } i I( ! { t I I i i ! } # ! i j ! } i I I{ } ! { ( ? I ! I I } } ; I ► i ( I I i ! { i ! ® P ► 1 I i #I -- �- ---- , s i i{! ! I i t( i I I { i I!` f► i; i i I t I } I ! i} 1{ }! i!!{! I o I i i I I I i i I I i I L 07552 SBS ROOFING I ASSEMBLY 05500 ALUMINUM SUNSCREEN SYSTEM - SEE STRUCT. DRAWINGS FOR SUPPORT. II MITHUN Architects+ Designers+ Plan ners Pier 56 12oi Alaskan Way Suite 200 Seattle, WA 98ioi TEL 2o6 623.3344 FAx 2o6 623.7005 CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: Denton, WA PREPARED FOR: City of Denton K MAP e NO. DATE SON PARTNER !N CHARGE RYYE PROTECT MANAGER SB PROJECT ARCHITECT LR PROJECT TEEN iiEifHM CHECK FB ARCHITECT SE& 3689 REGISTERED ARCH TECT BRUCE WIH TAMS STATE OF WASHINGTON TITLE DEMOLITiON ROOF PLAN iN ROOF PLAN PROJECT NO. 02373.00 DATE 01-28-03 PROJECT NETWOW PATH .SA ................ 29 I A9'0 TYP. SOUTH SIDE I •� ■ ► SHE=T NAlBM A2m2 BID SET COPYRIGHT 0 2003 MITHUN, INC. 00 r i �: C FBI r r- Fm 06150 3X6 WOOD I i DECKING - I I i 26 OF A9.2 - c3r W I = Or W I I � � 06150 3X6 WOOD; DECKING I `� f Or I , W Or W I I 05120 CHANNEL & TS ROOF ``' i STRUCTURE SEE STRUCTURAL, TYP. `.r I I EXIST. CONC, 1 FRAME, TYP. � I Or Lj CJ W I FIRST FLOOR REFLECTED CEILING PLAN A 0 C O I 0 r` I E F c LO I N I 0 CV MEZZANINE REFLECTED CEILING PLAN 1 /8" = V-0" 09260 WR GWB @7'-10" 106150 3X6 WOOD I 09260 WR GWB ©7'-10" ! IN 09260 I I A.F.F. DECKING © 14'-8" A.F.F.— ! A.F.F. TYPE "X$1 09260 TYPE "X" GWB I ' 1 09260 WR GWB @7 �_ �2'-2" 6 EQ EQ EQ 2'-2" 09260 WR GWB @ 7'-6" GWB i n 09260 TYPE X GWB TIGHT TO TIGHT TO STRUCT. A.F,F, i EQ EQ I A.F.F. EQ EQ I I , STRUCT. Or LLJ O• W i _ ;... P . SLOPE.,. I L ,o• I V I. i f 0 T E V 0 ABOVE EN JI .: OPENA. TO EQ EQ 3'-6 1/2`"'-6 1/2" EQ EQ I ABOVE-TO BOVE OPEN TO ABOVE 25 I 3'-6 1/2" ! I I I / 2 I '-6 1"r25A9.2 TYP. ' j I 26 A91 A9.2 16000 LIGHT I I FIXTURE PER I ELECTRICAL, TYP. I W EQ w 9'-2m EQ EQ EQ 1EQ I TYP. T YP• 01 TYP, 1 05120 CHANNEL SEE STRUCTURAL ! j T I I I I OPEN TO ABOVE i I ` I � I I j T— I I I I i I I � 1 I I I 06150 3X6 WOOD DECKING, TYP.- 05120 CHANNEL SEE STRUCTURAL, I I TYP. I I I OPEN TO STRUCTURE--------, i 6 06150 3X6 WOOD DECKING c: W cY W 05120 TS ROOF Cn STRUCTURE SEE STRUCTURAL, TYP. 05120 CONTINUOUS Q CHANNEL SEE STRUCTURAL W M ro I o• O' W jLU EQ I.EQ Ij.EQ I-EQ II �CATED TRUSS TRUSS, TYP. PURLINS, TYP. WD. DECKING BLAST ALL EXIST. STRUCTURE (DING TRUSSES, NS, AND DECKING i q MITHUN Arch itects+Designers+Plan ners Pier 56 12ol Alaskan Way Suite 200 Seattle, WA g8ioi TEL 2o6 623.3344 FAx 2o6 623.7005 CITY OFRENTON PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton. KEVAP NO. DATE REMON PARTNER IN CHARGE RW PROJECT MANAGER SB PROJECT ARCHI7ECT LR PROJECT TIEAM MEM39?S CHECK FB ARMTECT SEAL 3689 REGISTERED ARCHITECT 4EBRU4CEWILUAMS NGTON ,n7u REFLECTED CEILING PLANS PROJECT NO. 02373.00 DATE 01-28-03 PROJECT NETWORK PATH S:\................. SHEET NUMBER A4mO BID SET COPMGHT © 2003 MITHUN, INC. 1 2 S 4 S 6 7 S (:9 10 11 12 ------------------------- -------------------------------------------------------------------------------------------------I,\\ 11 ice/ -- ---------------- -�---L------------------------------------------------------------------------------------------------------------------� 10 ! -i"-i-1-T-T-T-I-t-r rt -f -I-t- T-fi-I-rr-t-i-I-rTrt-I-r II r�il ii _-1T-1!-FII-___ T_T-1I _�fI ==FI _TI 7I --iI =-1I__ -I -T-I -_TI =_=1I__ i-I T I 1 1 FI TI -TI -TI I-1 _j1 --__J II I�_ ------------------ _ _-_-_-_- -_-_-_---_ --- --- NOTE; HATCHED AREACLL 1-1-1_L1-1-1-LL LL-I-- -1 1_1_I_LL 1_J-1-L 1_J-I-L _t_I-L L INDICATES EXTENT OF -1-L _I -CUTTING ON EXIST. T.18 1I L1�=1__ SAW L ► l i STEM WALL, TYP. --- �I 11MM M Ill" IllI'll "N N111 N�L'I� Ill I� 18 EL' DEMOLITION ELEVATION -SOUTH BOLLARD, TYP. 12 11 10 9 8 7 5 4 3 2 1 ------------------------------------------------------------------------------------------------------------------------�\\ ----�---1--------------------------------------------- -�---- 10 � �� • •o a "6' "4102 3.2 TYP. • •► 1 811 = 1 1 01, MTL. WALL ASSEMBLY i 10210 MTL. LOUVER, TYP. MTL. ROOF i o/ PAINTED EXIST. ! TYP. i ASSEMBLY CONC. FRAME GL-1 AT ALL I� 07620 15 3 15 A9.1 A9.1 i A9.1 i PANELS W/0 ! ( D.S., TYP. ! �_2 TYP TYP TYP HATCH PATTERN 1 � 1 :;H.; 4 ! s --- -- - 4 � �G - 2 TYP. P_1 CONC. FRAME, (DAT WALL ABOVE MECH. LOUVER, ALIGN ELECTRICAL EQUIP., & GAS OORDINATE EXTENT OF WALL SETBACK W / A92 TYP. TYP. OPNG. T.O. FRAME W/ T.O. METER SEE M&E ARCHITECT IN FIELD DOOR FRAMES, TYP. DRAWINGS m DEMOLITION KEY NOTES: XX = DEMOLITION KEY SYMBOL 1. REMOVE EXISTING CMU OR CONC, INFILL. 2. REMOVE EXISTING CONC. COLUMN. 3. REMOVE EXIST. CONC. SLAB. 4. PROTECT EXIST'G FTG. 9 COLUMN DURING SLAB DEMO. 5. SAW CUT EXIST STEM WALL. SEE 28/ A9.1 FOR DIMENSIONS. 6. REMOVE EXISTING GLAZING AND FRAMES. 7. REMOVE EXIST. CONC. WINDOW SILL TRIM PIECE. 8. REMOVE EXISTING DOOR AND FRAME. 9. REMOVE EXISTING OVERHEAD DOOR AND FRAME. 10. REMOVE PLYWOOD PARAPET. 11. REMOVE EXIST, BUILT UP ROOFING. PROTECT EXIST. DECKING AND ALL STRUCTURE BELOW. 12. REMOVE EXIST, ROOF DRAIN. 13. REMOVE EXIST. WOOD MEZZANINE. 14, REMOVE EXIST. SHORING AT COLUMN TO BEAM CONNECTION, REPAIR PER STRUCTURAL. 15. REMOVE EXIST. TRUSS AND RELOCATE. 16. REMOVE EXIST. ROOF ASSEMBLY AND STRUCTURE. 17. REMOVE EXIST. LIGHT FIXTURE AND SUPPORT. 18. REMOVE AND RELOCATE EXIST. ELECTRICAL PANELS AND SERVICE. SEE ELECTRICAL DRAWINGS. 19. REMOVE AND RELOCATE EXIST GAS SUPPLY LINES. 20. REMOVE EXIST. BUILT UP ROOFING & ROOF DECKING. EXIST. PURLINS TO REMAIN. 21. REMOVE EXIST. BUILT UP ROOFING & ROOF DECKING. REMOVE AND SALVAGE PURLINS FOR REUSE AT EAST END OF BUILDING. 22. REMOVE EXIST. TEMPORARY WALL. 23. EXIST. CMU / CONC. INFILL TO REMAIN. 24. REMOVE ALL EXIST. ROOFTOP / MECHANICAL EQUIPMENT NEW CONSTRUCTION GENERAL NOTES: TEMPERED SAFETY GLAZING REQUIRED AT: 1. ALL DOORS 2. ALL LOCATIONS WITHIN A 24" ARC OF EITHER EDGE OF A DOOR IN THE CLOSED POSITION & . LESS THAN 60" A.F.F. MITHUN Architects+ Designers+PI an n ers Pier 56 12o7 Alaskan Way Suite 200 Seattle, WA 98iol TIE` 2o6 623.3344 FAx 2o6 623.7005 CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: PREPAREDRenton, WA FOR: City of Renton NO. DATE FEW" 1 PARTNER IN 0 MRGE RW PRO&Cr MANAGER SB PROECT ARCHfTECf LR PRQECT TEAM 11Ei1 m CHECK FB AKHTEEGI :REI 3689 REGISTERED AH TECT TITLE DEMOLITION ELEVATIONS N:EW ELEVATIONS PRDJMT NO. 02373.00 DATE 01-28-03 PROJGT NETWORK PATH SA................ SHEET NUMBER A5mO BID SET" COPYRIGHT 0 2003 MITHUN, INC. q B t ® F I r - - - - --- 1oa i -----------------------------� -I--1 I rr-1 -1 I r-1--1 F-I- I -I-r- I f--r-I I 1-1- -T-17-F_r-1 r-i-1-1-I-T_-1 1 I L--1_i-T7-I-I-I-T- 1 I_I_I l� r l I_I_I i� I I L1�_I_I 1J—I_L-- r1_1—I_L- I !-L-1—I—l_L1 _L_—I_I_L _I -I- L i L 1 J_I_ J_J L1J-1_ LJ I I Ir _J L�—I_I—L -- - --I �--- - HT"I ............. 1 1 7 r6) 2 rl) 7 6 5 2 9 2$ 1 7 6 2 5 rl 7 6 q B C D E F 08900 STOREFRONT ` ; ALTERNATE #2: 8900 CURTAIN SYSTEM BELOW STEEL DELETE WALL SYSTEM I CURTAINWALL I i ABOVE STEEL CHANNEL I GLAZING ABOVE CHANNEL GL-1 AT ALL 9'-4" HEIGHT " I PANELS W/0 j REPLACE W/ MTL 10 -0 HATCH PATTERN WALL PANELS o/ 1-HOUR EXTERIOR 5'-7 1 4'� ±18'-4" R.O. F.V. 5'-7 1/2" F E D C B A fl I----- -'------------------------- --- ---------- ---- I I fl 10 I II I-----------� !i I ll----------------__j L---------------1-E• 12 i t--i-=� C--I--� r------------,--� C--- ! 12 !► �---l----I r---I---1 i I I---1---! j---l---I II -J I----- -----I L --- I I 1 � U� '171 '-'1 1 1� IJ1221 E �171 E L'1LI L' DEMOLITION ELEVATION -EAST F E D C B A ALTERNATE 2: 08900 STOREFRONT DELETE SYSTEM BELOW STEEL CURTAINWALL CHANNEL GLAZING ABOVE ' 08900 CURTAIN " 9'-4" HEIGHT GL-1 AT ALL !WALL SYSTEM - (ABOVE STEEL REPLACE W/ MTL PANELS W/o I —EXIST. CONC. H+-UP- EXIST. P_� — - FRAME � gyp cagier � � cGc sr, ¢r SIG SG O 1YP. '-11° 6 O� W' � OVERHEAD BOOR MFR. REQUIREMENTS " x r F N N \ �o ST� �c 00 � Co � N 00 SG OOR SG Co c C SCHED 11 ;CK) v z ¢ 0 Cn �Ld Li O 5' -0" 1'-3 1/2" WINDOW TYPES 1/4" = T-O" 1'-3 1/2" 1'-3 1/2' B OF MULLION AND OF WINDOW , TYP. r -7"�„ TRUSS & L EQ O ±54' -9 1/4" F.U. SEE SEE SG DOOR DOOR SCHED SCHEE SG C-1 1/2" I 6'-1 112" 1'-5 1/4" 1'-3 1/2' SG SG SG SG SG SG STEEL BRACE ELEVATION CONC. FRAME, STEEL A9 0 A9 0?27 MP-1 CFC- TYP. TYP. CDCHANNEL, 1 EAST ELEVATION ±13'-5 1/2" R.O. ±13'-5 1/2" R.O. ±18'-4" R.O. SEE SEE DOOR DOOR SG SCHED SCHED' SG 6'-1 1/2" - K F.V. F.V. 1'-8 1/2" 5'-1" 5-7 1/2' F.V. ol 5'-1 1/4" 1'-31/2" 5'-1 1/4" 1/2" F o G CD I SEE SG DOOR SG SCHED SG 1/4" 1'-3 1/2" 2'-11 1/4" [V I CD METAL WALL ASSEMBLY a W/ OVERHEAD DOOR MFR. REQUIREMENTS EQ EQ �.z DEMOLITION KEY NOTES: XX = DEMOLITION KEY SYMBOL 1. REMOVE EXISTING CMU OR CONC. INFILL. 2. REMOVE EXISTING CONC. COLUMN. 3. REMOVE EXIST. CONC. SLAB. 4• PROTECT EXIST'G FTG. @ COLUMN DURING SLAB DEMO. 5. SAW CUT EXIST STEM WALL. SEE 28/A9.1 FOR DIMENSIONS. 6. REMOVE EXISTING GLAZING AND FRAMES. 7. REMOVE EXIST. CONC. WINDOW SILL TRIM PIECE. 8. REMOVE EXISTING DOOR AND FRAME. 9. REMOVE EXISTING OVERHEAD DOOR AND FRAME. 10. REMOVE PLYWOOD PARAPET. 11, REMOVE EXIST. BUILT UP ROOFING. PROTECT EXIST. DECKING AND ALL STRUCTURE BELOW. 12. REMOVE EXIST. ROOF DRAIN. 13, REMOVE EXIST. WOOD MEZZANINE. 14. REMOVE EXIST. SHORING AT COLUMN TO BEAM CONNECTION. REPAIR PER STRUCTURAL. 15. REMOVE EXIST. TRUSS AND RELOCATE, 16. REMOVE EXIST. ROOF ASSEMBLY AND STRUCTURE. 17, REMOVE EXIST. LIGHT FIXTURE AND SUPPORT. 18. REMOVE AND RELOCATE EXIST. ELECTRICAL PANELS AND SERVICE. SEE ELECTRICAL DRAWINGS. 19. REMOVE AND RELOCATE EXIST GAS SUPPLY LINES. 20. REMOVE EXIST. BUILT UP ROOFING & ROOF DECKING. EXIST. PURLINS TO REMAIN. 21. REMOVE EXIST. BUILT UP ROOFING & ROOF DECKING. REMOVE AND SALVAGE PURLINS FOR REUSE AT EAST END OF BUILDING. 22. REMOVE EXIST. TEMPORARY WALL. 23. EXIST. CMU / CONC. INFILL TO REMAIN. 24. REMOVE ALL EXIST. ROOFTOP MECHANICAL EQUIPMENT NEW CONSTRUCTION GENERAL NOTES: TEMPERED SAFETY GLAZING REQUIRED AT: 1. ALL DOORS 2, ALL LOCATIONS WITHIN A 24" ARC OF EITHER EDGE OF A DOOR IN THE CLOSED POSITION & LESS THAN 60" A.F.F. LOUVER TO FIT BTWN• ±1$'-4" R.O. FULL MTL. PANELS F.V. 1,-6" 6'-5 1/2 EQ CN T� � O LOUVER TO FIT BTWN. FULL MTL. PANELS 2'-4n 19'-1 1 /2" 6,-5 1/2" EQ Co -- -- — - N Lam. -- N to - F O �LOl1VER TYPES O OF MULLION AND OF WINDOW , TYP.±65'-3 i TRUSS & 1 2"F.V. / WINDOW 0 I EQ 6'-9 1 /2" 6' -9 1 /2" 6' -9 11211 6'-9 1/2" 6'-9 1/2" 6'-9 1/2" 6' -9 1/2 6' -9 1 2" EQ EQ Q � - LLI L` NOTE: ALL NOTE: ALL HATCHED 07620 I UN -HATCHED AREAS AREAS INDICATE ALUM. BENT INDICATE GL-1, TYP. GL-2, TYP. MTL TRIM, :.:..' .' ..:.:.......................... TYP E E R ITH END s �t �- I .,..�..1..... . ii :...... . r` f1' :F:: I �t :kEl'. j'. I '. ..':.'. :.'.'.': . r\ I ::;. 5'-7 1/4" , SG E SEE SEE SEE `DOOR DOOR ;DOOR DOOR SCHED CHED SCHED SCHED SG SG 6'-1 1//— 6'-1 " 1'-5 1 /4" 113 1 2 ±54 -g 1 /4 F.V. SG ` N \ Co 0� cc 0 I SG O N IIff T '1 2" (I ' "I 26_1 1/2" „ 1'-3 172- MITH.UN Architects+ Designers+ Plan n ers Pier 56 1201 Alaskan Way Suite 200 Seattle, WA 98iol WIr 2o6 623.3344 FAK 2_o6 623.7005 KEIMAP NO. DATE FRE"ASON PARTNER IN CHARGE - CT PROJECT T MANAGER SB PROJECT ARCHITECT LR PROJECT TEW MEs,�Rs CHECK FB ARCHITECT S — 3689 REGI STERED ARC TECT 1 IAMB I _ H RUCE L. W L STATEOF WAS G HIN TON TITLE DEMO. ELEVATIONS NEW ELEVATIONS / WINDOW-LVR. TYPES PROJECT NO. 02373.00 DATE 01-28-03 PROJECT NETWORK PATH SA.......... - SHEET NWBER A5ml BID SET COPYRIGHT© 2003 MITHUN, INC. MITHUN Architects+Designers+Planners a A 47'-0-0 FINISH 37'-10 1 2 3 4 5 0 7 8 9 10 11 12 LONGITUDINAL BUILDING SECTION I.— — — -- — — —1 TRANSVERSE BUILDING SECTION FINISH FLOOR I1 11 1 1 37'-10 3/4" TRANSVERSE BUILDING SECTION ITS° = 1,-0„ T.O. MEZZ. 47'-0 3/4" FINISH FLOOR 37'-10 3/4n Pier 56 12oi Alaskan Way Suite 200 Seattle, WA 98ioi TEL 2o6 623.3344 FAX 2o6 623-7005 CITY OF RENTON PROJECT: RENTON PAVILION LOCATION: Renton, WA PREPARED FOR: City of Renton NO. DATE REve XJ PARTNER M CHARGE RW PROJECT MANAGER SB PROJECT ARCHITECT LR PROJECT TEAM MEMBERS CHECK FB AR%4;_IE 1. SX 3689 REGISTERED ARCHITECT BRUCE L WILUAM? STATE OF WASHINGTON nTLE BUILDING. SECTIONS PROJECT NO. 02373.00 DATE 01 -28-03 PROJECT NErM PATH S:\................ SHEET NUMBER A60.0 BID SET COPYRIGHT© 2003 MITHUN, INC.