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Plans (3)BUP2014 00245 '19 At 0 0 0 :91 it] FO I I FAKI a E TIGARD, OR DOLAN BUILDING OWNER 1919 NW 19TH STREET PORTLAND, OREGON 97209 TELEPHONE: (503) 225-9009 CONTACT: DAN DOLAN (ddolan@dolanco.com) CIDA, INC. ARCHITECT 15895 SW 72ND AVE, SUITE 200 PORTLAND, OREGON 97224 TELEPHONE: 503--226-1285 FAX: 503-226-1670 - CONTACT: TARA W. LUND (taral@cidainc.com) SUMMIT CONSTRUCTION CONTRACTOR PO BOX 10345 PORTLAND, OREGON 97296 TELEPHONE: 503-223-9703 FAX: 503-242-3841 CONTACT: TIM STROUD (tstroud@sumconst.com) CCB#: 63249 ---�- - - - - - - - - - ----e---- - - - - - - - - ---- \ 1 S.W. MAIN STREET o 11 O O k-.;: TJ.-,'.- We 1. 4. AIGV r _ P RETAIL BUILDING PHASE 2 `5800 SF @ FIRST FLOOR s, PREVIOUS A—BOY BUILDING ' ' 5(E7, I I q 7700 ° SF @ SECOND- FLOOR ° I PHASE 1 i r \ 16,995 SF79�(E) fi 1�+ ! � 1 :4• t 1 l i , [sib?';'.K= r?UrC... , t 1 i t ti OFc 1 82 6(E) I C 8(E) G +1 C G ,! C +2 C •( E) t l , I C C C 5(E) C C i, t 't II ,+ I+�i t :G c c 1 �, ! ± 111 01 ' itIti G C C I I C C r I 1 1 11 1 1 yry C +1 c O,Fi ' L_ i i ---`I--- --� 8(E) Y--A,�EA',OF WORK 1 1 1 1t--�.� 1 1 i 1 I o it $iiI 0 t 1 t ; 1111 it 8 9 / 2,7.30' E" _ 59'09 b2— "W S 50.22'06*W 5 170.31 ' '"-" _-'_-'---•----- .-- 0 �k0 NCf'l fl SITE PLAN (FOR REFERENCE ONL CSV in = 30' O FUTURE _ 1, 4 ADDITION II t PHASE 3 ' 7,500 SF +/;- 2,800 SF EXIT) s I 11 1� tl i it t I+ t I' I Ir f� i t N 49.27 5 LEGAL DESCRIPTION TAX LOT: 600 & 700 TAX MAP: 02S 01W 02AC ZONING CODE INFORMATION ZONING: CBD (CENTRAL BUSINESS DISTRICT) NO NEW BUILDING AREA, IMPERVIOUS AREA OR CHANGE OF USE BUILDING CODE INFORMATION OCCUPANCY CLASSIFICATION: M (MERCANTILE), B (BUSINESS) SPRINKLERS: NON—SPRINKLERED CONSTRUCTION TYPE: 111—N BUILDING AREA (OSSC TABLE 503): EXISTING: 16,995 SF AREA OF WORK: 2,743 SF MEANS OF EGRESS (OSSC CHAPTER 10): OCCUPANT LOAD: SEE OCCUPANT LOAD TABLE BELOW NUMBER OF EXITS REQUIRED: 2 NUMBER OF EXITS PROVIDED: 2 TRAVEL DISTANCE LIMITATIONS: M OCCUPANCY: 200 FT (71 FT MAX. PROPOSED) State ,y �. r �_ A x .Peclalty Code Concrete and Reinfoicing Steel alts lnstalled in Concrete 0 Special Moment -Resisting Concrete Frame rcingStep l k Prestre ing Steel Tendons �r_�]R�e:nn tural Welding 0 High-Strenght Bolting Structural Masonry 0 Reinforced Gypsum Concrete Insulating Concrate Fill 0 Spray AppNed Fire -Resistive Materials Q P&qs, Drilled Piers and Caissons ❑ Shotcreto ® Special Grading, Excavation and Filling ❑ Smoke: -Control Systems 0 Other Inspections m 2 VICINITY MAP iS NO SCALE c� n OCT 22 2014 " YOFTIGAR fl U'ILDING ®1VISION FLOOR PLAN 1/8" = V-0" KEYNOTES f� CUT EXISTING CONCRETE PANEL PER STRUCTURAL SHEET S1.1. INSTALL NEW ���--fyy STOREFRONT TO MATCH EXISTING PER SHEET T2.1. (2 i EXISTING EXTERIOR WALLS. EXISTING TENANT DEMISING WALL (D INTERIOR WALL UNDER SEPARATE PERMIT (D REMOVE EXISTING FURRING WALL AS REQUIRED FOR NEW STRONGBACK STEEL SUPPORT PER S1.1. REPLACE FURRING WALL (WITH R-19 INSULATION IN CAVITY) AFTER STRONGBACK INSTALLATION. FURRING TO ENCLOSE NEW POST. EXISTING CANOPY OVERHEAD OEXISTING DOOR & WALL PANEL, TO BE DEMOLISHED TEMPO GL a "W„ DOOR TYPES OFFICE COPY 1/4" NOOSE��� DOOR SCHEDULE TYPE LOCATION OPENING /il DOOR FRAME ASSEMBLY NO. TYPE I WIDTH HEIGHT THICK. MAIL FINISH 1�+ ! � 1 :4• t 1 l i , [sib?';'.K= r?UrC... , t 1 i t ti OFc 1 82 6(E) I C 8(E) G +1 C G ,! C +2 C •( E) t l , I C C C 5(E) C C i, t 't II ,+ I+�i t :G c c 1 �, ! ± 111 01 ' itIti G C C I I C C r I 1 1 11 1 1 yry C +1 c O,Fi ' L_ i i ---`I--- --� 8(E) Y--A,�EA',OF WORK 1 1 1 1t--�.� 1 1 i 1 I o it $iiI 0 t 1 t ; 1111 it 8 9 / 2,7.30' E" _ 59'09 b2— "W S 50.22'06*W 5 170.31 ' '"-" _-'_-'---•----- .-- 0 �k0 NCf'l fl SITE PLAN (FOR REFERENCE ONL CSV in = 30' O FUTURE _ 1, 4 ADDITION II t PHASE 3 ' 7,500 SF +/;- 2,800 SF EXIT) s I 11 1� tl i it t I+ t I' I Ir f� i t N 49.27 5 LEGAL DESCRIPTION TAX LOT: 600 & 700 TAX MAP: 02S 01W 02AC ZONING CODE INFORMATION ZONING: CBD (CENTRAL BUSINESS DISTRICT) NO NEW BUILDING AREA, IMPERVIOUS AREA OR CHANGE OF USE BUILDING CODE INFORMATION OCCUPANCY CLASSIFICATION: M (MERCANTILE), B (BUSINESS) SPRINKLERS: NON—SPRINKLERED CONSTRUCTION TYPE: 111—N BUILDING AREA (OSSC TABLE 503): EXISTING: 16,995 SF AREA OF WORK: 2,743 SF MEANS OF EGRESS (OSSC CHAPTER 10): OCCUPANT LOAD: SEE OCCUPANT LOAD TABLE BELOW NUMBER OF EXITS REQUIRED: 2 NUMBER OF EXITS PROVIDED: 2 TRAVEL DISTANCE LIMITATIONS: M OCCUPANCY: 200 FT (71 FT MAX. PROPOSED) State ,y �. r �_ A x .Peclalty Code Concrete and Reinfoicing Steel alts lnstalled in Concrete 0 Special Moment -Resisting Concrete Frame rcingStep l k Prestre ing Steel Tendons �r_�]R�e:nn tural Welding 0 High-Strenght Bolting Structural Masonry 0 Reinforced Gypsum Concrete Insulating Concrate Fill 0 Spray AppNed Fire -Resistive Materials Q P&qs, Drilled Piers and Caissons ❑ Shotcreto ® Special Grading, Excavation and Filling ❑ Smoke: -Control Systems 0 Other Inspections m 2 VICINITY MAP iS NO SCALE c� n OCT 22 2014 " YOFTIGAR fl U'ILDING ®1VISION FLOOR PLAN 1/8" = V-0" KEYNOTES f� CUT EXISTING CONCRETE PANEL PER STRUCTURAL SHEET S1.1. INSTALL NEW ���--fyy STOREFRONT TO MATCH EXISTING PER SHEET T2.1. (2 i EXISTING EXTERIOR WALLS. EXISTING TENANT DEMISING WALL (D INTERIOR WALL UNDER SEPARATE PERMIT (D REMOVE EXISTING FURRING WALL AS REQUIRED FOR NEW STRONGBACK STEEL SUPPORT PER S1.1. REPLACE FURRING WALL (WITH R-19 INSULATION IN CAVITY) AFTER STRONGBACK INSTALLATION. FURRING TO ENCLOSE NEW POST. EXISTING CANOPY OVERHEAD OEXISTING DOOR & WALL PANEL, TO BE DEMOLISHED TEMPO GL a "W„ DOOR TYPES OFFICE COPY 1/4" NOOSE��� DOOR SCHEDULE TYPE LOCATION OPENING tj DOOR FRAME ASSEMBLY NO. TYPE ROOMNAME WIDTH HEIGHT THICK. MAIL FINISH MAT'L FlNlSFi HDWR FlRE RATING NOTES NO. 101—A I A SAL 7— 1 7'-0- 1-3/4" ALUM I PRFFI—N ALUM 1 PREFIN 1 -- -- 101—A GENERAL DOOR NOTES HARDWARE GROG P 1• • ALL NEW HARDWARE TO MATCH EXISTING HARDWARE STYLE AND FINISH. 1 EA. ENTRANCE LOCK SET AND HARDWARE BY DOOR MANUF. • NEW DOOR STAIN TO MATCH BUILDING STANDARD ABBREVIATIONS NOTES PREFIN PREFINISHED 1. ,ozl���``.'WIL as] 1151111 7"M MEN sorf KNEE H - . ■NMEN®E■ ZINN '10\1 0101,00 IN 14 if] -. alf 1 DOOR SCHEDULE TYPE LOCATION OPENING tj DOOR FRAME ASSEMBLY NO. TYPE ROOMNAME WIDTH HEIGHT THICK. MAIL FINISH MAT'L FlNlSFi HDWR FlRE RATING NOTES NO. 101—A I A SAL 7— 1 7'-0- 1-3/4" ALUM I PRFFI—N ALUM 1 PREFIN 1 -- -- 101—A GENERAL DOOR NOTES HARDWARE GROG P 1• • ALL NEW HARDWARE TO MATCH EXISTING HARDWARE STYLE AND FINISH. 1 EA. ENTRANCE LOCK SET AND HARDWARE BY DOOR MANUF. • NEW DOOR STAIN TO MATCH BUILDING STANDARD ABBREVIATIONS NOTES PREFIN PREFINISHED 1. 1 ON O p tj V) Z U 0:: w �Q N 15895 SW 72ND AVE SUITE 200 PORTLAND, OREGON 97224 T E L: 5 0 3. 2 2 6. 1 2 8 5 F A X: 5 0 3. 2 2 8. 1 6 7 0 W W W C I D A I N C C O M COVER SHEET lTl: 140175.01 L��► �i ►�� �� DMSION 1: GENERAL. REQUIIREMENTS 1.1 THE CONTRACTOR SHALL VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS SHOWN OR IMPLIED ON THE DRAWINGS AND GENERAL NOTES AS WELL AS' THE PHYSICAL CONDITIONS OF THE BUILDING AND SITE. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF WORK. 1.2 ALL WORK TO CONFORM TO THE LATEST ADDITION OF THE INTERNATIONAL BUILDING CODE AND APPLICABLE STATE AND FEDERAL SAFETY ORDERS, INCLUDING ADA ACCESSIBILITY REQUIREMENTS. 1.3 THE DESIGN/BUILD SUBCONTRACTORS WILL BE RESPONSIBLE FOR COORDINATION OF ALL WORK WITH THE OTHER SUBCONTRACTORS INCLUDING THOSE HIRED DIRECTLY BY IONBOND, INC. FOR ALL PHASES OF THE PROJECT INCLUDING DESIGN, CONSTRUCTION AND CLOSE-OUT. 1.4 THE DESIGN/BUILD SUBCONTRACTORS WILL TURN -OVER ALL EQUIPMENT WARRANTY INFORMATION, ALL FINAL AS -BUILT AUTOCAD INFORMATION, FINAL MUNICIPAL INSPECTION CERTIFICATES, EQUIPMENT MANUFACTURER'S OPERATION CHECK -LISTS, QUALITY CONTROL REPORTS, AIR BALANCE REPORTS AND MAINTENANCE INSTRUCTIONS. A. THE HEATING VENTILATION AND AIR CONDITIONING SUBCONTRACTOR MUST PROVIDE TYPE WRITTEN EQUIPMENT MANUFACTURE'S STANDARD START-UP CHECK -LIST FOR EACH PIECE OF EQUIPMENT FURNISHED. IF ANY LINE ITEM ON THE MANUFACTURE'S START-UP CHECK LIST HAS NOT BEEN FILLED OUT, A REASON MUST BE PROVIDED AS BACK-UP. 1.5 PATCH AND REPAIR ALL EXISTING WORK DAMAGED BY NEW WORK TO EXISTING CONDITION OR NEW CONDITION, WHICHEVER IS MOST APPROPRIATE. A. COMPLY WITH REQUIREMENTS FOR AND LIMITATIONS ON CUTTING AND PATCHING OF CONSTRUCTION ELEMENTS. B. OPERATIONAL ELEMENTS: DO NOT CUT AND PATCH OPERATING ELEMENTS AND RELATED COMPONENTS IN A MANNER THAT RESULTS IN REDUCING THEIR CAPACITY TO PERFORM AS INTENDED OR THAT RESULTS IN INCREASED MAINTENANCE OR DECREASED OPERATIONAL LIFE OR SAFETY. C. OTHER CONSTRUCTION ELEMENTS: DO NOT CUT AND PATCH OTHER CONSTRUCTION ELEMENTS OR COMPONENTS IN A MANNER THAT COULD CHANGE THEIR LOAD -CARRYING CAPACITY, THAT RESULTS IN REDUCING THEIR CAPACITY TO PERFORM AS INTENDED, OR THAT RESULTS IN INCREASED MAINTENANCE OR DECREASED OPERATIONAL LIFE OR SAFETY. D. VISUAL ELEMENTS: DO NOT CUT AND PATCH CONSTRUCTION IN A MANNER THAT RESULTS IN VISUAL EVIDENCE OF CUTTING AND PATCHING. DO NOT CUT AND PATCH EXPOSED CONSTRUCTION IN A MANNER THAT WOULD, IN ARCHITECT'S OPINION, REDUCE THE BUILDING'S AESTHETIC QUALITIES. REMOVE AND REPLACE CONSTRUCTION THAT HAS BEEN CUT AND PATCHED IN A VISUALLY UNSATISFACTORY MANNER. E. PROTECTION: PROTECT IN-PLACE CONSTRUCTION DURING CUTTING AND PATCHING TO PREVENT DAMAGE. PROVIDE PROTECTION FROM ADVERSE WEATHER CONDITIONS FOR PORTIONS OF PROJECT THAT MIGHT BE EXPOSED DURING CUTTING AND PATCHING OPERATIONS. F. ADJACENT OCCUPIED AREAS: AVOID INTERFERENCE WITH USE OF ADJOINING AREAS OR INTERRUPTION OF FREE PASSAGE TO ADJOINING AREAS. G. EXISTING UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS: WHERE EXISTING SERVICES/SYSTEMS ARE REQUIRED TO BE REMOVED, RELOCATED, OR ABANDONED, BYPASS SUCH SERVICES/SYSTEMS BEFORE CUTTING TO MINIMIZE INTERRUPTION TO OCCUPIED AREAS. H. CUTTING: CUT IN-PLACE CONSTRUCTION BY SAWING, DRILLING, BREAKING, CHIPPING, GRINDING, AND SIMILAR OPERATIONS, INCLUDING EXCAVATION, USING METHODS LEAST LIKELY TO DAMAGE ELEMENTS RETAINED OR ADJOINING CONSTRUCTION. IF POSSIBLE, REVIEW PROPOSED PROCEDURES WITH ORIGINAL INSTALLER; COMPLY WITH ORIGINAL INSTALLER'S WRITTEN RECOMMENDATIONS. I. PATCHING: PATCH CONSTRUCTION BY FILLING, REPAIRING, REFINISHING, CLOSING UP, AND SIMILAR OPERATIONS FOLLOWING PERFORMANCE OF OTHER WORK. PATCH WITH DURABLE SEAMS THAT ARE AS INVISIBLE AS PRACTICABLE. PROVIDE MATERIALS AND COMPLY WITH INSTALLATION REQUIREMENTS SPECIFIED IN OTHER SECTIONS, WHERE APPUCABLE. J. CLEANING: CLEAN PROJECT SITE AND WORK AREAS DAILY, INCLUDING COMMON AREAS. ENFORCE REQUIREMENTS STRICTLY. DISPOSE OF MATERIALS LAWFULLY. K. PROVIDE FINAL PROTECTION AND MAINTAIN CONDITIONS THAT ENSURE INSTALLED WORK IS WITHOUT DAMAGE OR DETERIORATION AT TIME OF SUBSTANTIAL COMPLETION. DMSION 2: SELECTIVE DEMOUTION 2.1 GENERAL: DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT REQUIRED BY NEW CONSTRUCTION AND AS INDICATED. USE METHODS REQUIRED TO COMPLETE THE WORK WITHIN UMITATIONS OF GOVERNING REGULATIONS AND AS FOLLOWS: A. NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND 'TRUE TO DIMENSIONS REQUIRED. USE CUTTING METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION. USE HAND TOOLS OR SMALL POWER TOOLS DESIGNED FOR SAWING OR GRINDING, NOT HAMMERING AND CHOPPING, TO MINIMIZE DISTURBANCE OF ADJACENT SURFACES. TEMPORARILY COVER OPENINGS TO REMAIN. B. CUT OR DRILL FROM THE EXPOSED OR FINISHED SIDE INTO CONCEALED SURFACES TO AVOID MARRING EXISTING FINISHED SURFACES. C. DO NOT USE CUTTING TORCHES UNTIL WORK AREA IS CLEARED OF FLAMMABLE MATERIALS. AT CONCEALED SPACES, SUCH AS DUCT AND PIPE INTERIORS, VERIFY CONDITION AND CONTENTS OF HIDDEN SPACE BEFORE STARTING FLAME -CUTTING OPERATIONS. MAINTAIN WATCH AND PORTABLE FIRE -SUPPRESSION DEVICES DURING FLAME -CUTTING OPERATIONS. D. LOCATE SELECTIVE DEMOLITION EQUIPMENT AND REMOVE DEBRIS AND MATERIALS SO AS NOT TO IMPOSE EXCESSIVE LOADS ON SUPPORTING WALLS, FLOORS, OR FRAMING. E. DISPOSE OF DEMOLISHED ITEMS AND MATERIALS PROMPTLY. 2.2 REMOVED AND REINSTALLED ITEMS: CLEAN AND REPAIR ITEMS TO FUNCTIONAL CONDITION ADEQUATE FOR INTENDED REUSE. PAINT EQUIPMENT TO MATCH NEW EQUIPMENT. A. REINSTALL ITEMS IN LOCATIONS INDICATED. COMPLY WITH INSTALLATION REQUIREMENTS FOR NEW MATERIALS AND EQUIPMENT. PROVIDE CONNECTIONS, SUPPORTS, AND MISCELLANEOUS MATERIALS NECESSARY TO MAKE ITEM FUNCTIONAL FOR USE INDICATED. 2.3 EXISTING ITEMS TO REMAIN: PROTECT CONSTRUCTION INDICATED TO REMAIN AGAINST DAMAGE AND SOILING DURING SELECTIVE DEMOLITION. WHEN PERMITTED BY ARCHITECT, ITEMS MAY BE REMOVED TO A SUITABLE, PROTECTED STORAGE LOCATION DURING SELECTIVE DEMOLITION CLEANED AND REINSTALLED IN THEIR ORIGINAL LOCATIONS AFTER SELECTIVE DEMOLITION OPERATIONS ARE COMPLETE. DMSION 5: METALS COLD FORMED METAL FRAMING: INDUSTRY STANDARD ASTM A 446, GRADE A COMPLY WITH RECOMMENDATIOSN OF AISI NORTH AMERICAN SPECIFICAITONS FOR THE DESIGN OF COLD -FORMED STEEL. STRUCTURAL C -STUDS: PUNCHED LOAD BEARING STEEL, 1.250 AND 1.375 INCH FLANGE WITH 1/4 TO 1/2 INCH STIFFENING UP, SIZE AND GAGE AS INDICATED ON DRAWINGS NON-STRUCTURAL C -STUDS: PUNCHED STEEL, 1.250 INCH FLANGE WITH 1/4 INCH STIFFENING LIP, SIZE AND GAGE AS INDICATED ON DRAWINGS STRUCTURAL JOISTS: PUNCHED LOAD BEARING STEEL C -SHAPED JOISTS, 1.625 INCH FLANGE WITH 1/4 TO 1/2 INCH STIFFENING LIP, SIZE AND GAGE AS INDICATED ON DRAWINGS ACCESSORIES: MANUFACTURER'S STANDARD STEEL TRACK, CLIP ANGLES, REINFORCEMENTS, BRIDGING, ETC. POWER DRIVEN ANCHORS: BY HILTI OR ITW RAMSET SCREW FASTENERS: SELF TAPPING BY HILTI OR ELCO INDUSTRIES, FABRICATION TO COMPLY WITH SPECIFICATIONS FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMEBERS BY AMERICAN INRON AND STEEL INSTITUTE APPLY TOUCH-UP PRIME PAINT FOR GALVANIZED STEEL FRAMING OVER WELD AREAS AFTER COMPLETION OF WELDING INSTALLATION: TO COMPLY WITH ASTM C 754. INSTALL CONTINUOUS TRACKS SIZED TO MATCH STUDS. SECURE TO FLOOR AS RECOMMENDED BY MANUFACUTER, NOT MORE THAN 72 INCHES ON CENTER. SECURE STUDS TO TOP AND BOTTOM TRACKS BY EITHER WELD, RIVET OR SCREW AT BOTH FLANGES. DMSKNN 6 WOOD, PLASTICS AND COMPOSITES 6.1 ROUGH CARPENTRY A. GENERAL: ALL LUMBER AND PLYWOOD TO BE GRADE MARKED IN ACCORDANCE WITH ONE OF THE FOLLOWING AGENCIES: WEST COAST LUMBER INSPECTION BUREAU "STANDARD GRADING RULES FOR WEST COAST LUMBER"; WESTERN WOOD PRODUCTS ASSOCIATION "GRADING RULES FOR WESTERN LUMBER" OR AMERICAN PLYWOOD ASSOCIATION. B. ALL NAILING TO BE IN ACCORDANCE WITH OSSC 2010 TABLE 2304.9.1, UNLESS NOTED OTHERWISE. C. ALL FRAMING HARDWARE IN CONTACT WITH PRESSURE TREATED LUMBER TO BE HOT DIPPED GALVANIZED. D. LUMBER GRADES: 1. ALL SOLID SAWN LUMBER GRADES NOT SPECIFIED TO BE DF#2 OR BETTER. 2. ALL WOOD IN PERMANENT CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 6.3 INTERIOR CASEWORK A. GENERAL: REFER TO DRAWINGS FOR LOCATION, SPECIES, FINISH, AND PROFILE CASEWORK ITEMS: B. QUALITY STANDARD: UNLESS OTHERWISE INDICATED, COMPLY WITH AWI'S "ARCHITECTURAL WOODWORK QUALITY STANDARDS." C. PROVIDE AWI QUALITY CERTIFICATION PROGRAM LABELS AND CERTIFICATES FOR WOODWORK, INCLUDING INSTALLATION. D. GRADE "CUSTOM" UNLESS NOTED OTHERWISE. E. MATERIALS: 1. WOOD SPECIES AND CUT FOR TRANSPARENT FINISH: REFER TO DRAWINGS OR AS SELECTED BY ARCHITECT 2. WOOD SPECIES FOR OPAQUE FINISH: ANY CLOSED -GRAIN HARDWOOD 3. HARDBOARD: AHA A135.4. 4. MEDIUM -DENSITY FIBERBOARD: ANSI A208.2, GRADE MD, MADE WITH BINDER CONTAINING NO UREA FORMALDEHYDE. 5. PARTICLEBOARD: ANSI A208.1, GRADE M -2 -EXTERIOR GLUE. 6. SOFTWOOD PLYWOOD: DOC PS 1, MEDIUM DENSITY OVERLAY. 7. THERMOSET DECORATIVE PANELS: PARTICLEBOARD OR MEDIUM -DENSITY FIBERBOARD FINISHED WITH THERMALLY FUSED, MELAMINE -IMPREGNATED DECORATIVE PAPER COMPLYING WITH LMA SAT -1. 8. HIGH-PRESSURE DECORATIVE LAMINATE: NEMA LD 3, GRADES AS INDICATED OR, IF NOT INDICATED, AS REQUIRED BY WOODWORK QUALITY STANDARD. 9. SOLID -SURFACING MATERIAL: HOMOGENEOUS SOLID SHEETS OF FILLED PLASTIC RESIN COMPLYING WITH ISSFA-2. F. CABINET HARDWARE AND ACCESSORIES: 1. BUTT HINGES: 2 -3/4 -INCH (70 -MM), 5 -KNUCKLE STEEL HINGES MADE FROM 0.095 -INCH - (2.4 -MM-) THICK METAL. 2. FRAMELESS CONCEALED HINGES (EUROPEAN TYPE): BHMA A156.9, B01602. 3. BACK -MOUNTED PULLS: BHMA A156.9, B02011. 4. WIRE PULLS: BACK MOUNTED, SOLID METAL 4 INCHES (100 MM) LONG, 5/16 INCH (8 MM) IN DIAMETER. 5. CATCHES: MAGNETIC CATCHES, BHMA A156.9, B03141, PUSH -IN MAGNETIC CATCHES, BHMA A156.9, B03131, ROLLER CATCHES, BHMA A156.9, B03071, BALL FRICTION CATCHES, BHMA A156.9, 603013. 6. DRAWER SLIDES: BHMA A156.9, B05091. 7. DOOR LOCKS: BHMA A156.11, E07121. 8. DRAWER LOCKS: BHMA A156.11, E07041. 9. EXPOSED HARDWARE FINISHES: AS SELECTED BY ARCHITECT OR AS INDICATED ON DRAWING G. AWI TYPE OF CABINET CONSTRUCTION: AS INDICATED. 1. EDGE TREATMENT: AS INDICATED. 2. FABRICATE TOPS IN ONE PIECE WITH SHOP -APPLIED BACKSPLASHES OR LOOSE BACKSPLASHES FOR FIELD APPUCATION. H. SHOP FINISHING: TRANSPARENT FINISH 1. GRADE: PREMIUM. 2. AWl FINISH SYSTEM: CONVERSION VARNISH. 3. STAINING: MATCH APPROVED SAMPLE FOR COLOR. DIVISION 7: THERMAL AND MOISTURE PROTECTION 7.1 BUILDING INSULATION A. UNFACED, GLASS -FIBER BLANKET INSULATION: ASTM C 665, TYPE I (BLANKETS WITHOUT MEMBRANE FACING); CONSISTING OF FIBERS; WITH MAXIMUM FLAME -SPREAD AND SMOKE -DEVELOPED INDEXES OF 25 AND 50, RESPECTIVELY; PASSING ASTM E 136 FOR COMBUSTION CHARACTERISTICS. B. FACED, GLASS -FIBER BLANKET INSULATION: ASTM C 665, TYPE III (BLANKETS WITH REFLECTIVE MEMBRANE FACING), CLASS A (MEMBRANE -FACED SURFACE WITH A FLAME -SPREAD INDEX OF 25 OR LESS); CATEGORY 1 (MEMBRANE IS A VAPOR BARRIER), FACED WITH FOIL -SCRIM -KRAFT, FOIL -SCRIM, OR OIL -SCRIM -POLYETHYLENE VAPOR -RETARDER MEMBRANE ON 1 FACE. WHERE GLASS -FIBER BLANKET INSULATION IS INDICATED BY THE FOLLOWING THICKNESSES, PROVIDE BLANKETS IN BATT OR ROLL FORM WITH THERMAL RESISTANCES INDICATED. C. THERMAL INSULATION: 3-1/2 INCHES (89 MM) THICK WITH A THERMAL RESISTANCE OF 13 DEG F X H X SQ. FT./BTU AT 75 DEG F (2.3 K X SQ. M/W AT 24 DEG C). D. SOUND INSULATION: 3 1/2" SOUND ATTENUATION INSULATION AT ALL INTERIOR WALLS AND AS NOTED ON PLANS. E. BATT INSULATION INSTALLED IN METAL OR WOOD FRAMED WALLS SHALL BE INSULATED THE FULL DEPTH OF THE CAVITY, UP TO 6 INCHES IN DEPTH PER TABLE 13E OF THE IBC. 7.2 SEALANTS: SILICON INTERIOR SEALANT. DMSION 8: DOORS AND WINDOWS 8.1 HOLLOW METAL DOORS AND FRAMES A. STANDARD HOLLOW METAL FRAMES: COMPLY WITH ANSI/SDI A250.8, B. INTERIOR FRAMES: FABRICATED FROM COLD -ROLLED STEEL SHEET. 1. FABRICATE FRAMES WITH MITERED OR COPED CORNERS. 2. FABRICATE FRAMES AS KNOCKED DOWN UNLESS OTHERWISE INDICATED. 3. FRAMES FOR WOOD DOORS: 16 GA. STEEL SHEET. C. HARDWARE REINFORCEMENT: ANSI/SDI A250.6. D. FABRICATION: 1. HOLLOW METAL FRAMES: WHERE FRAMES ARE FABRICATED IN SECTIONS, PROVIDE ALIGNMENT PLATES OR ANGLES AT EACH JOINT, FABRICATED OF SAME THICKNESS METAL AS FRAMES. 2. PROVIDE COUNTERSUNK, FLAT- OR OVAL -HEAD EXPOSED SCREWS AND BOLTS FOR EXPOSED FASTENERS UNLESS OTHERWISE INDICATED. 3. DOOR SILENCERS: EXCEPT ON WEATHER-STRIPPED DOORS, DRILL STOPS TO RECEIVE DOOR SILENCERS. 4. HARDWARE PREPARATION: FACTORY PREPARE HOLLOW METAL WORK TO RECEIVE TEMPLATED MORTISED HARDWARE ACCORDING TO THE DOOR HARDWARE SCHEDULE. 5. STOPS AND MOLDINGS: PROVIDE STOPS AND MOLDINGS AROUND GLAZED LITES WHERE INDICATED. FORM CORNERS OF STOPS AND MOLDINGS WITH BUTTED OR MITERED HAIRLINE JOINTS. E. STEEL FINISHES: 1. PRIME FINISH: APPLY MANUFACTURER'S STANDARD PRIMER IMMEDIATELY AFTER CLEANING AND PRE -TREATING. 2. FACTORY -APPLIED PAINT FINISH: ANSI/SDI A250.3. COLOR AND GLOSS: GRAY (ALTERNATE #7) 8.2 OVERHEAD STEEL SECTIONAL DOORS- WAYNE DALTON A. MODEL C24, NON-INSULATEED COMMERCIAL STEEL, ON 2" ANGLE MOUNT, OR APPROVED SUBSTITUTION B. STANDARD LIFT TRACK 1. VERIFY MINIMUM 19" HEADROOM AND 4.5" EACH SIDE OF DOOR C. SIZE: 10'-0" X 10'-0" D. EACH DOOR TO HAVE ON FULL VIEW GLASS SECTION W/ 1/8" CLEAR ANNEALED GLASS IN THE FOURTH PANEL UP FROM BOTTOM. E. ELECTRIC OPERATORS: LIFT MASTER MODEL MT5011, 1 /2HP 115V MDIUM DUTY TROLLEY STYLE. ACTIVATED FROM OPEN/CLOSE/STOP PUSH BUTTON STATIONS. ONE SET OF RETRO REFLECTIVE PHOTO EYES WILL BE LOCATED 6" OFF THE FLOOR. 8.3 HARDWARE A. HARDWARE SCHEDULE SUBMITTALS: PREPARED BY OR UNDER THE SUPERVISION OF INSTALLER, DETAILING FABRICATION AND ASSEMBLY OF DOOR HARDWARE, AS WELL AS PROCEDURES AND DIAGRAMS. B. GENERAL: PROVIDE DOOR HARDWARE FOR EACH DOOR TO COMPLY WITH REQUIREMENTS IN THIS SECTION AND DOOR HARDWARE SETS INDICATED IN DOOR AND FRAME SCHEDULE. C. ACCESSIBILITY REQUIREMENTS: PROVIDE LEVER TYPE OPERATING DEVICES THAT DO NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND THAT OPERATE WITH A FORCE OF NOT MORE THAN 5 LBF (22 N). D. LATCHES AND LOCKS FOR MEANS OF EGRESS DOORS: COMPLY WITH NFPA 101. LATCHES SHALL NOT REQUIRE MORE THAN 15 LBF (67 N) TO RELEASE THE LATCH. LOCKS SHALL NOT REQUIRE USE OF A KEY, TOOL, OR SPECIAL KNOWLEDGE FOR OPERATION. E. BUTTS AND HINGES: BHMA A156.1. F. TEMPLATE HINGE DIMENSIONS: BHMA A156.7. G. BORED LOCKS: BHMA A156.2, GRADE 1. H. MANUAL FLUSH BOLTS: BHMA A156.16, GRADE 1; DESIGNED FOR MORTISING INTO DOOR EDGE. 1. STANDARD LOCK CYLINDERS: BHMA A156.5, GRADE 1. J. MATERIALS: FABRICATE FROM STAINLESS STEEL, UNLESS OTHERWISE INDICATED. K. DOOR CLOSERS FOR MEANS OF EGRESS DOORS: COMPLY WITH NFPA 101. DOOR CLOSERS SHALL NOT REQUIRE MORE THAN 30 LBF (133 N) TO SET DOOR IN MOTION AND NOT MORE THAN 15 LBF (67 N) TO OPEN DOOR TO MINIMUM REQUIRED WIDTH. L. SURFACE CLOSERS: BHMA A156.4, GRADE 1. PROVIDE TYPE OF ARM REQUIRED FOR CLOSER TO BE LOCATED ON NON-PUBUC SIDE OF DOOR, UNLESS OTHERWISE INDICATED. M. METAL PROTECTIVE TRIM UNITS: BHMA A156.6; BEVELED TOP AND 2 SIDES; FABRICATED FROM 0.050 -INCH- (1.3 -MM-) THICK STAINLESS STEEL. 1. STOPS AND BUMPERS: BHMA A156.16, GRADE 1. 2. SILENCERS FOR DOOR FRAMES: BHMA A156.16, GRADE 1; NEOPRENE OR RUBBER; FABRICATED FOR DRILLED -IN APPLICATION TO FRAME. N. DOOR GASKETING: BHMA A156.22. 0. THRESHOLDS: BHMA A156.21. 1. ACCESSIBILITY REQUIREMENTS: BEVEL RAISED THRESHOLDS WITH A SLOPE OF NOT MORE THAN 1:2. PROVIDE THRESHOLDS NOT MORE THAN 1/2 INCH (13 MM) HIGH. P. INSTALLATION: 1. STEEL DOORS AND FRAMES: COMPLY WITH DMI A115 SERIES. DRILL AND TAP DOORS AND FRAMES FOR SURFACE -APPLIED DOOR HARDWARE ACCORDING TO ANSI A250.6. 2. WOOD DOORS: COMPLY WITH DHI A115 -W SERIES. 8.4 GLAZING: COMPLY WITH RECOMMENDATIONS SET FORTH IN GANA 'GLAZING MANUAL', UNLESS MORE STRINGENT REQUIREMENTS ARE INDICATED ON PLANS. A. WHERE SAFETY GLAZING IS INDICATED, PERMANENTLY MARK GLAZING WITH CERTIFICATION LABEL OF THE SGCC OR ANOTHER CERTIFICAITON AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICATION, OR THE MANUFACTURER. LABEL SHALL INDICATE MANUFACTURER'S NAME, TYPE OF GLASS, THICKNESS, AND SAFETY GLAZING STANDARD WITH WHICH GLASS COMPLIES. B. FULLY TEMPERED GLASS: ASTM C 1040, KIND FT, TYPE II, CLASS I, FORM 3, QUALITY 06.8.1 HOLLOW METAL DOORS AND FRAMES DIVISION 9: FINISHES 9.1 NON-STRUCTURAL METAL FRAMING A. FRAMING MEMBERS, GENERAL: COMPLY WITH ASTM C 754 FOR CONDITIONS INDICATED. B. STEEL SHEET COMPONENTS: COMPLY WITH ASTM C 645 REQUIREMENTS FOR METAL, UNLESS OTHERWISE INDICATED. C. PROTECTIVE COATING: MANUFACTURER'S STANDARD CORROSION -RESISTANT ZINC COATING, UNLESS OTHERWISE INDICATED. D. WHERE STUDS ARE INSTALLED DIRECTLY AGAINST EXTERIOR MASONRY WALLS OR DISSIMILAR METALS AT EXTERIOR WALLS, INSTALL ISOLATION STRIP BETWEEN STUDS AND EXTERIOR WALL. E. INSTALL TRACKS (RUNNERS) AT FLOORS AND OVERHEAD SUPPORTS, EXTEND FRAMING FULL HEIGHT TO STRUCTURAL SUPPORTS OR SUBSTRATES ABOVE SUSPENDED CEILINGS, EXCEPT WHERE PARTITIONS ARE INDICATED TO TERMINATE AT SUSPENDED CEILINGS. CONTINUE FRAMING AROUND DUCTS PENETRATING PARTITIONS ABOVE CEILING. F. SUP -TYPE HEAD JOINTS: WHERE FRAMING EXTENDS TO OVERHEAD STRUCTURAL SUPPORTS, INSTALL TO PRODUCE JOINTS AT TOPS OF FRAMING SYSTEMS THAT PREVENT AXIAL LOADING OF FINISHED ASSEMBLIES. 9.2 GYPSUM WALLBOARD A. GENERAL: COMPLYING WITH ASTM C 36/C 36M OR ASTM C 1396/C 1396M, AS APPLICABLE TO TYPE OF GYPSUM BOARD INDICATED AND WHICHEVER IS MORE STRINGENT. B. THICKNESS: 5/8 INCH (15.9 MM). LONG EDGES: TAPERED. C. TRIM: ASTM C 1047. D. JOINT TREATMENT: COMPLY WITH ASTM C 475/C 475M. E. JOINT TAPE: PAPER. F. STEEL DRILL SCREWS: ASTM C 1002, UNLESS OTHERWISE INDICATED. G. APPLYING AND FINISHING PANELS, COMPLY WITH ASTM C 840. H. GYPSUM BOARD FINISH LEVELS: FINISH PANELS TO LEVELS INDICATED BELOW: LEVEL 1: CEILING PLENUM AREAS, CONCEALED AREAS, AND WHERE INDICATED. LEVEL 2: PANELS THAT ARE SUBSTRATE FOR TILE. LEVEL 4: AT PANEL SURFACES THAT WILL BE EXPOSED TO VIEW, UNLESS OTHERWISE INDICATED. PROVIDE TEXTURE TO MATCH EXISTING. 9.5 ACOUSTICAL PANEL CEILINGS A. SURFACE -BURNING CHARACTERISTICS: ACOUSTICAL PANELS COMPLYING WITH ASTM E 1264 FOR CLASS A MATERIALS, WHEN TESTED PER ASTM E 84. B. SEISMIC STANDARD: COMPLY WITH CISCA'S "GUIDELINES FOR SEISMIC RESTRAINT OF DIRECT -HUNG SUSPENDED CEILING ASSEMBLIES --SEISMIC ZONES 3 & 4" AND ASCE 7, "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES": SECTION 9, "EARTHQUAKE LOADS." C. ACOUSTICAL PANEL STANDARD: COMPLY WITH ASTM E 1264. D. METAL SUSPENSION SYSTEM STANDARD: COMPLY WITH ASTM C 635. E. ATTACHMENT DEVICES: SIZE FOR FIVE TIMES THE DESIGN LOAD INDICATED IN ASTM C 635, TABLE 1, "DIRECT HUNG," UNLESS OTHERWISE INDICATED. COMPLY WITH SEISMIC DESIGN REQUIREMENTS. F. WIRE HANGERS, BRACES, AND TIES: ZINC -COATED CARBON -STEEL WIRE; ASTM A 641/A 641M, CLASS 1 ZINC COATING, SOFT TEMPER. G. METAL EDGE MOLDINGS AND TRIM: TYPE AND PROFILE INDICATED OR, IF NOT INDICATED, MANUFACTURER'S STANDARD MOLDINGS FOR EDGES AND PENETRATIONS THAT COMPLY WITH SEISMIC DESIGN REQUIREMENTS; FORMED FROM SHEET METAL OF SAME MATERIAL, FINISH, AND COLOR AS THAT USED FOR EXPOSED FLANGES OF SUSPENSION SYSTEM RUNNERS. H. ACOUSTICAL PANELS FOR ACOUSTICAL PANEL CEILING: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS FROM ONE OF THE FOLLOWING: H.1. ARMSTRONG WORLD INDUSTRIES, INC. OR APPROVED. 1. TYPE AND FORM: TYPE III, MINERAL BASE WITH PAINTED FINISH. 1.1. COLOR, EDGE, THICKNESS: MATCH EXISTING. 1.2. MODULAR SIZE: AS INDICATED ON DRAWINGS. J. COMPLY WITH ASTM C 636 AND SEISMIC DESIGN REQUIREMENTS INDICATED, PER MANUFACTURER'S WRITTEN INSTRUCTIONS AND CISCA'S "CEILING SYSTEMS HANDBOOK." Al. SUSPEND CEILING HANGERS FROM BUILDING'S STRUCTURAL MEMBERS, PLUMB AND FREE FROM CONTACT WITH INSULATION OR OTHER OBJECTS WITHIN CEILING PLENUM. SPLAY HANGERS ONLY WHERE REQUIRED TO MISS OBSTRUCTIONS; OFFSET RESULTING HORIZONTAL FORCES BY BRACING, COUNTERSPLAYING, OR OTHER EQUALLY EFFECTIVE MEANS. A.2. WHERE WIDTH OF DUCTS AND OTHER CONSTRUCTION WITHIN CEILING PLENUM PRODUCES HANGER SPACINGS THAT INTERFERE WITH LOCATION OF HANGERS, USE TRAPEZES OR EQUIVALENT DEVICES. A.3. WHEN STEEL FRAMING DOES NOT PERMIT INSTALLATION OF HANGER WIRES AT SPACING REQUIRED, INSTALL CARRYING CHANNELS OR OTHER SUPPLEMENTAL SUPPORT FOR ATTACHMENT OF HANGER WIRES. A.4. DO NOT SUPPORT CEILINGS DIRECTLY FROM PERMANENT METAL FORMS OR FLOOR DECK; ANCHOR INTO CONCRETE SLABS. A.5. DO NOT ATTACH HANGERS TO STEEL DECK TABS OR TO STEEL ROOF DECK. B. INSTALL EDGE MOLDINGS AND TRIM OF TYPE INDICATED AT PERIMETER OF ACOUSTICAL CEILING AREA AND WHERE NECESSARY TO CONCEAL EDGES OF ACOUSTICAL PANELS. SCREW ATTACH MOLDINGS TO SUBSTRATE AT INTERVALS NOT MORE THAN 16 INCHES (400 MM) O.C. AND NOT MORE THAN 3 INCHES (75 MM) FROM ENDS, LEVELING WITH CEILING SUSPENSION SYSTEM TO A TOLERANCE OF 1/8 INCH -IN 12 FEET (3.2 MM IN 3.6 M). MITER CORNERS ACCURATELY AND CONNECT SECURELY. C. INSTALL SUSPENSION SYSTEM RUNNERS SO THEY ARE SQUARE AND SECURELY INTERLOCKED WITH ONE ANOTHER. REMOVE AND REPLACE DENTED, BENT, OR KINKED MEMBERS. D. INSTALL ACOUSTICAL PANELS WITH UNDAMAGED EDGES AND FIT ACCURATELY INTO SUSPENSION SYSTEM RUNNERS AND EDGE MOLDINGS. SCRIBE AND CUT PANELS AT BORDERS AND PENETRATIONS TO PROVIDE A NEAT, PRECISE FIT. 9.6 PAINTING C. MATERIAL COMPATIBILITY: PROVIDE MATERIALS FOR USE WITHIN EACH PAINT SYSTEM THAT ARE COMPATIBLE WITH ONE ANOTHER AND SUBSTRATES INDICATED, UNDER CONDITIONS OF SERVICE AND APPLICATION AS DEMONSTRATED BY MANUFACTURER, BASED ON TESTING AND FIELD EXPERIENCE. D. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS IN 'MPI ARCHITECTURAL PAINTING SPECIFICATION MANUAL' APPLICABLE TO SUBSTRATES INDICATED. APPLY ALL PAINTS IN STRICT ACCORDANCE WITH MANUFACTURER'S CAN LABEL REGARDING COVERAGE, THINNING AND DRYING TIMES. E. COLORS AND SHEEN: AS SELECTED BY OWNER F. SUBMIT DRAW DOWNS FOR COLOR VERIFICATION. G. COMPLY WITH ALL LOCAL AND STATE ORDINANCES REGARDING VOC CONTENT OF PRODUCTS FOR INDOOR OR OUTDOOR APPLICATIONS. H. PAINT ALL EXPOSED FACES OF ELECTRICAL AND MECHANICAL ITEMS IN PAINTED AREAS INCLUDING PANEL BOXES, EXPOSED DUCTWORK, EXPOSED PIPING, ETC, 1. F. MAXIMUM MOISTURE CONTENT OF SUBSTRATES: WHEN MEASURED WITH AN ELECTRONIC MOISTURE METER AS FOLLOWS: 1. GYPSUM BOARD: 12 PERCENT. G. VERIFY SUITABILITY OF SUBSTRATES, INCLUDING SURFACE CONDITIONS AND COMPATIBILITY WITH EXISTING FINISHES AND PRIMERS. H. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS IN "MPI ARCHITECTURAL PAINTING SPECIFICATION MANUAL" APPLICABLE TO SUBSTRATES AND PAINT SYSTEMS INDICATED. I. PAINT SCHEDULE: INTERIOR OFFICE AREA: NEW WALLS (MPI INT 9.2A): ONE COAT LATEX OR PVA GYPSUM PRIMER AND TWO COATS EGGSHELL LATEX - COLOR: TBD EXISTING WALLS: TWO COATS EGGSHELL LATEX - COLOR: TBD 9.7 RESIDENT BASE AND ACCESSORIES A. RESILIENT BASE STANDARD: ASTM F 1861. 1. MATERIAL REQUIREMENT: TYPE TS (RUBBER, VULCANIZED THERMOSET) OR TYPE TP (RUBBER, THERMOPLASTIC). 2. MANUFACTURING METHOD: GROUP I (SOLID, HOMOGENEOUS). 3. STYLE: COVE (BASE WITH TOE) OR STRAIGHT (FLAT OR TOELESS). 4. MINIMUM THICKNESS: 0.125 INCH (3.2 MM). 5. HEIGHT: AS INDICATED ON DRAWINGS. 6. LENGTHS: COILS IN MANUFACTURER'S STANDARD LENGTH. 7. CORNERS: JOB FORMED OR PREFORMED. 8. COLORS AND PATTERNS: AS SELECTED BY ARCHITECT FROM FULL RANGE OF INDUSTRY COLORS. B. COLORS AND PATTERNS: AS SELECTED BY ARCHITECT FROM FULL RANGE OF INDUSTRY COLORS. C. RESILIENT MOLDING ACCESSORIES: 1. MATERIAL: RUBBER. 2. PROFILE AND DIMENSIONS: COVE. 3. COLORS AND PATTERNS: AS SELECTED BY TENANT FROM FULL RANGE OF INDUSTRY COLORS. F. ADHESIVES: WATER-RESISTANT TYPE RECOMMENDED BY MANUFACTURER TO SUIT RESILIENT PRODUCTS AND SUBSTRATE CONDITIONS INDICATED. G. PREPARE SUBSTRATES ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS TO ENSURE ADHESION OF RESILIENT PRODUCTS. H. DO NOT INSTALL RESILIENT PRODUCTS UNTIL THEY ARE SAME TEMPERATURE AS THE SPACE WHERE THEY ARE TO BE INSTALLED. 1. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLING RESILIENT PRODUCTS. J. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR CLEANING AND PROTECTION OF RESILIENT PRODUCTS. DMSION 15: MECHANICAL 15.1 ALL MECHANICAL WORK SHALL BE DESIGN BUILT, BY SEPARATE PERMIT. ALL WORK SHALL BE DESIGNED IN ACCORDANCE WITH ALL APPLICABLE CODES AND STANDARDS INCLUDING ASHRAE STANDARDS. A. THE DESIGN -BUILD HVAC CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE AND OPERATIVE HVAC SYSTEM. B. MECHANICAL SUB -CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED APPROVALS AND PURCHASING PERMITS FOR THE WORK PROVIDED UNDER THIS SECTION. DM ION 16: ELECTRICAL./LIGHTING 16.1 ALL ELECTRICAL WORK SHALL BE DESIGN BUILT, BY SEPARATE PERMIT. ALL WORK SHALL BE DESIGNED IN ACCORDANCE WITH ALL APPLICABLE CODES AND STANDARDS. A. THE DESIGN -BUILD ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE AND OPERATIVE ELECTRICAL SYSTEM. B. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED APPROVALS AND PURCHASING PERMITS FOR THE WORK PROVIDED UNDER THIS SECTION, 16.4 LIGHTING: A. PROVIDE BATTERY OPERATED BALLASTS WITHIN BASE BUILDING STANDARD LIGHTING FIXTURES THROUGHOUT THE SPACE IN ORDER TO PRODUCE EGRESS LIGHTING LEVELS AS REQUIRED BY CURRENT UNIFORM BUILDING CODE AND OREGON STATE REQUIREMENTS. B. PROVIDE HARDWIRED BATTERY BACK-UP OPERATED EXIT SIGN FIXTURES TO CLEARLY INDICATE THE PATH OF EGRESS THROUGHOUT THE SPACE AS REQUIRED BY CURRENT UNIFORM BUILDING CODE AND OREGON STATE REQUIREMENTS. C. PROVIDE ENERGY COMPLIANCE CODE UGHTING CALCULATIONS WHERE REQUIRED BY CODE. MEZZ/ SHED: 60 FOOT CANDLE. D. ELECTRICAL COMPONENTS, DEVICES, AND ACCESSORIES SHALL BE LISTED AND LABELED AS DEFINED IN NFPA 70, BY A QUALIFIED TESTING AGENCY, AND MARKED FOR INTENDED LOCATION AND APPLICATION. E. FLUORESCENT FIXTURES SHALL COMPLY WITH UL 1598. WHERE LED IS SPECIFIED, TEST ACCORDING TO NEMA LE 5 AND NEMA LE 5A AS APPLICABLE. MATCH EXISTING LIGHT FIXTURES, AS INDICATED ON DRAWINGS F. EMERGENCY FLUORESCENT POWER UNIT: INTERNAL TYPE: SELF-CONTAINED, MODULAR, BATTERY -INVERTER UNIT, FACTORY MOUNTED WITHIN LIGHTING FIXTURE BODY AND COMPATIBLE WITH BALLAST. COMPLY WITH UL 924. G. EMERGENCY CONNECTION TO MEET ALL APPLICABLE CODES. TEST PUSH BUTTON AND INDICATOR LIGHT SHALL BE VISIBLE AND ACCESSIBLE WITHOUT OPENING FIXTURE OR ENTERING CEILING SPACE. BATTERY SHALL BE SEALED, MAINTENANCE -FREE, NICKEL -CADMIUM TYPE. CHARGER SHALL BE FULLY AUTOMATIC, SOLID-STATE, CONSTANT -CURRENT TYPE WITH SEALED POWER TRANSFER RELAY. INTEGRAL SELF -TEST SHALL BE FACTORY -INSTALLED ELECTRONIC DEVICE AUTOMATICALLY INITIATES CODE -REQUIRED TEST OF UNIT EMERGENCY OPERATION AT REQUIRED INTERVALS. TEST FAILURE IS ANNUNCIATED BY AN INTEGRAL AUDIBLE ALARM AND A FLASHING RED LED. H. DESIGN REQUIREMENTS FOR SWITCHES AND DIMMERS: EACH ROOM TO HAVE A SEPARATE LIGHTING CONTROL SWITCH. 1. EXIT SIGNS: COMPLY WITH UL 924; FOR SIGN COLORS, VISIBILITY, LUMINANCE, AND LETTERING SIZE, COMPLY WITH AUTHORITIES HAVING JURISDICTION. EXIT SIGNS TO MATCH EXISTING AND MEET ALL APPLICABLE CODE REQUIREMENTS. J. INSTALLATION OF LIGHTING FIXTURES: SET LEVEL, PLUMB, AND SQUARE WITH CEILINGS AND WALLS. INSTALL LAMPS IN EACH FIXTURE. K. COMPLY WITH NEPA 70 FOR MINIMUM FIXTURE SUPPORTS. 16.4 SUBMITTALS: A. SUBMIT PRODUCT DATA FOR ELECTRICAL PRODUCTS, EQUIPMENT, AND FIXTURES. B. PROVIDE PLAN SHOWING LIGHTING LAYOUT. INDICATE DIMENSIONS, WEIGHTS, METHODS OF FIELD ASSEMBLY, COMPONENTS, FEATURES, AND ACCESSORIES. C. SUBMIT DESIGN CALCULATIONS TO DETERMINE POWER SERVICE REQUIREMENTS, OUTLET, AND LIGHT CIRCUIT LAYOUT, LIGHT FIXTURES, AND LIGHTING LEVELS. FIRE EXTINGUISHER HEIGHT 1" - 1'-0„ NOTE: SURFACE MOUNTS MAY NOT PROJECT MORE THAN 4" INTO AISLE IF MOUNTED 27" TO 80" A.F.F. FIRE EXTINGUISHER 104413-02 w 4 0 w D V) (n d O N a_ o V) z z � a aw. N 15895 SW 72ND AVE SUITE 200 PORTLAND, OREGON 97224 T E L: 5 0 3 2 2 6 1 2 8 5 FAX: 503.226.1670 W W W. C I D A I N C C 0 M Ix I- W W O CL 1- Q W H J J Q �d 0 W GENERAL NOTES SHEET nl� 140175.01 © 2013 aD& P.C./CSA ALL RIGHTS RESER m 3 5/8" METAL STUDS- @ 24" O.C. W/ R-13 BATT INSULATION (TYP. 0 EXT. WALLS) PRE-ENGINEERED ALUM. CANOPY ALUM. STOREFRONT DOOR & TRANSOM CONCRETE SLAB ON ROCK BASE R 4.5 RIGID -t` INSULATION I I: CL OF REVEAL CONCRETE TILT -UP PANEL SECTION AT NEW STOREFRONT 3/4" - 1 f-00' BOTTOM OF EXISTING ROOF DECK OR ROOF STRUCTURE DEEP LEG TOP TRACK OR SLOTTED LEG DEFLECTION TRACK -- PROVIDE 3/4" MIN. AIR GAP FOR DEFLECTION TOP TRACK 5/8" GYP. BD. SHEATHING FULL HEIGHT (PACIFIC PAINT SIDE ONLY) SHEATHING BY FUTURE TENANT METAL STUDS -- SEE PLAN FOR SIZE, GAGE AND SPACING BOTTOM TRACK -- ATTACH TO SLAB WITH POWDER DRIVEN FASTENERS AT 4'-0" O.C. MAX AND AT CORNERS AND ENDS BASE PER FINISH SCHEDULE EXISTING CONCRETE SLAB TYPICAL DEMISING WALL DETAIL 3/4' = 1'-0" NEW FURRING AROUND POST AND AS INTERIOR NEEDED TO REPLACE FURRING WALL REMOVED FOR STRONGBACK CONSTRUCTION TUBE STEEL STRONGBACK PER SHEET S1.1 a r-v-rrnlrl\n CONT. SEALANT ON BACKER ROD INSULATED GLASS ALUMINUM STOREFRONT SYSTEM - SHIM AS REQUIRED -SECURE PER MANUF. RECOMENDATIONS. CONT. SEALANT ON BACKER ROD EXISTING CONCRETE ` PANEL--SAWCUT AND SUPPORT PER S1.1 ALUM. STOREFRONT HEAD/JAMB @ CONCRETE PANEL 3' = 1'-0" ,. m CONT. SEALA CONC. SLAB ALUM. STOREFRONT SILL AT SLAB 3" = 1'-0" EXTERIOR 3ULATED GLASS UMINUM STOREFRONT SYSTEM NT. SEALANT TERIOR WALKWAY '4 EAST ELEVATION T2.1 1/8- = 1'-0' KEYNOTES 0 (E) TILT -UP CONCRETE PANEL -PAINTED (D (E) PANEL JOINT C (E) REVEAL (N) STOREFRONT SYSTEM IN NEW SAWCUT OPENING (E) CANOPY O(E) ALUMINUM STOREFRONT SYSTEM 6'-7" 6'-7" 19'-6" STOREFRONT ELEVATION 1/8" = 1'-0" INTERIOR EXTERIOR GLASS CONCRETE PANEL BEYOND STOREFRONT DOOR INCRETE SLAB THRESHOLD TO MEET ADA ..ITY STANDARDS --SET IN JS BED OF SEALANT WALKWAY ALUM. STOREFRONT DOOR THRESHOLD 3" = 1'-0" I 14- 7 -- o N O O w Z Z � U � tY W CL 0- J 15895 15895 SW 72ND AVE SUITE 200 PORTLAND. OREGON 97224 T E L 5 0 3 2 2 6. 1 2 8 5 F A X 5 0 3. 2 2 6 1 6 7 0 W W W. c I D A I N c c O M NEW STOREFRONT DETAILS T.1 140175.01 O 2013 aK P.C./CDA ALL WO RESERVED I'm w J W Ile, L -, F- N W Z Q: 2 W O :2 Q CIL Z Z 0Lo (a Lo N Z J NEW STOREFRONT DETAILS T.1 140175.01 O 2013 aK P.C./CDA ALL WO RESERVED n PARTIAL NORTH WALL INTERIOR ELEVATION 1/4" = 1'-0" HSS HEADER TO PANEL --DETAIL A HSS HEADER CONNECTION 1 1/2" = l' -O" CONC. PANEL 5x3x1/4" x 0'-3" LONG W/ (1) Z" DIA. A307 THREADED ROD. SIMPSON F -XP EPDXY.--LOCATE EACH SIDE OF 3E ® 2'-8" O.C. STAGGERED )NTR. OPTION: USE 1/2"06" SIMPSON TITEN-HD REW ANCHORS IN LIEU OF EPDXY ANCHORS) E.Q. E.Q. /4" HS`'fl^iIIt,\l TYF L3X3x1/4"x4" TOP k HSS HEADER PER HSS STRONGBACK R 1/2"x COLUMN WIDTHxREQ'D W/ (2) 1/2" DIA. EPDXY ANCHORS W/ SIMPSO� SET -XP EPDXY AND 4" MIN. EMBEE (CONTR. OPTION: TITEN nHD "ANCHORS TOP OF (E) SLAB HSS TO HSS --DETAIL A 1 1 /2" Eitt t HSS CONNECTIONS 3/4" = 1'-0" HSS TO SLAB --DETAIL B --DO NOT OVERCUT HORIZONTAL CUT STRUCTURAL GENERAL NOTES CODE 2014 OREGON STRUCTURAL SPECIALTY CODE, OSSC 2014 DESIGN CRITERIA WIND LOADS: BASIC WIND SPEED (3 SECOND GUST) = 120 MPH EXPOSURE CATEGORY = B P = 22.6 PSF SEISMIC DESIGN: SDs = 0.720 SEISMIC DESIGN CATEGORY = D METALS 1. MISCELLANEOUS STRUCTURAL STEEL TO BE ASTM A36, FY=36 KSI, UNLESS NOTED OTHERWISE. 2. STRUCTURAL STEEL BEAMS TO BE ASTM 992, FY=50 KSI, UNLESS NOTED OTHERWISE. 3. TUBES TO BE ASTM A500, FY=46 KSI; PIPES ASTM A501, FY=36 KSI. 4. BOLTS TO BE ASTM A325, UNLESS NOTED OTHERWISE. 5. WELDING TO BE BY CERTIFIED WELDERS USING E70XX ELECTRODES IN ACCORDANCE WITH AWS STANDARDS. 6. ALL STEEL TO HAVE SHOP COAT. 7. STEEL FABRICATOR TO SUBMIT SHOP DRAWINGS TO A/E FOR REVIEW PRIOR TO FABRICATION. 8. STEEL WASHERS TO BE USED AT ALL BOLTED CONDITIONS. 9. BRACING RODS TO BE INSTALLED TAUT; ONE STANDARD TURNBUCKLE PER ROD MAY BE USED. 10. LATEST AISC, SJI, AND AWS CODES APPLY. ALL CONSTRUCTION PER LATEST AISC HANDBOOK. 11. ALL EXPANSION BOLTS SHALL BE "SIMPSON TITEN HD" ANCHORS OR APPROVED EQUAL WITH IGC -ES RATING FOR MATERIAL INTO WHICH INSTALLATION TAKES PLACE. 12. ALL ADHESIVE ANCHORS TO BE ASTM A36 W/ "HILTI" BRAND RE -500 OR SIMPSON SET -XP ADHESIVE. SPECIAL INSPECTION PROGRAM nEM CONMUOUS (2) PERK= (2) REFEFENM STANARD O � CONCRETE Z 1) EPDXY ANCHOR PLACEMENT - X ICC -ES REPORT FOR SPECIFIC ANCHOR 2) EXPANSION/SCREW ANCHOR PLACEMENT - X ICC -ES REPORT FOR SPECIFIC ANCHOR CL d N PROGRAM FOOTNOTES: l�) THE ITEMS CHECKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH 2010 OSSC CHAPTER 17 BY A CERTIFIED SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY. FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS, REFER TO THE MATERIAL SAMPLING AND TESTING SECTION, THE PROJECT SPECIFICATIONS AND THE SPECIFIC GENERAL NOTES SECTIONS. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THE ARCHITECT, ENGINEER, CONTRACTORS AND BUILDING OFFICIAL ANY MATERIALS WHICH FAIL TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. SPECIAL TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. (2.) CONTINUOUS SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON THE SITE AT ALL TIMES OBSERVING THE WORK REQUIRING SPECIAL INSPECTION (2010 OSSC 1704.3). PERIODIC SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM THAT ALL WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE. SD.GP EXPIRES: 6/30= .* 17 -q- 7 O N O � N Z Z I - � U � � W CL d N 15895 SW 72ND AVE SUITE 200 PORTLAND, OREGON 97224 T E L: 5 0 3 2 2 6. 1 2 8 5 F A X 5 0 3 2 2 6. 1 6 7 0 W W W. C I D A I N 0 0 0 M 0 LL. Z W W oz CL 1— Q W H w WALL STRONGBACKING S1.1 140175.01 CU 2013 CMA, P.C./CMA ALL ROn RMS