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T <br />x <br />U <br />z <br />1 <br />NON -BEARING METAL FRAMING NOTES <br />10. <br />PROVIDE SLIP -TYPE HEAD JOINTS WITH A CLIP SYSTEM <br />GENERAL <br />DESIGNED FOR USE IN HEAD -OF -WALL DEFLECTION <br />1. INCLUDES NON -LOAD BEARING STEEL FRAMING <br />CONDITIONS THAT PROVIDE A POSITIVE ATTACHMENT <br />SYSTEMS FOR INTERIOR GYPSUM BOARD ASSEMBLIES, <br />OF STUDS TO RUNNERS WHILE ALLOWING A 1 2" - 3" <br />UTILIZING BRANDS AS AVAILABLE THROUGH THE UL <br />MINIMAL VERTICAL MOVEMENT PER ASTM C645. <br />NUMBERS SPECIFIED. <br />11. <br />PROVIDE FIRESTOP TRACKS AT RATED WALLS WHERE <br />2. INCLUDES SUSPENSION SYSTEMS FOR INTERIOR <br />THE TOP RUNNER IS MANUFACTURED TO ALLOW <br />GYPSUM BOARD CEILINGS AND SOFFITS. <br />PARTITIONS TO EXPAND AND CONTRACT WITH <br />PRODUCTS <br />MOVEMENT OF STRUCTURE WHILE MAINTAINING <br />3. FIRE TEST RESPONSE CHARACTERISTICS SHALL <br />CONTINUITY OF FIRE RESISTANCE RATED ASSEMBLY <br />CONFORM TO THE GA-600 OR UL NUMBERS SPECIFIED, <br />INDICATED IN THICKNESS NOT LESS THAN THAT FOR <br />4. PROVIDE MATERIALS COMPLIANT WITH ASTM E 119. <br />STUDS AND IN WIDTH TO ACCOMMODATE DEPTH OF <br />5. STC RATED ASSEMBLIES SHALL BE SUPPLIED IN <br />STUDS. <br />ACCORDANCE WITH ASTM E90 AND ASTM E413 AS <br />12. <br />ALL STEEL UTILIZED IN FRAMING TO COMPLY WITH <br />CONFIRMED BY INDEPENDENT TESTING AGENCIES <br />ASTM C645 WITH MINIMUM SIZE AND DIMENSION, <br />GA-600 OR UL. <br />13. <br />INSTALLATION, FRAMING, SIZING, CONNECTIONS, AND <br />6. FRAMING MEMBERS SHALL COMPLY WITH ASTM C754. <br />FASTENERS SHALL MEET WITH THE MANUFACTURERS <br />7. STEEL STUDS AND RUNNERS SHALL COMPLY WITH <br />WRITTEN INSTRUCTIONS AND COMPLY WITH ALL LOCAL <br />ASTM C645. USE EITHER <br />AHJ RESTRICTIONS. <br />8. STUD DEPTH, WIDTH, AND SPACING SHALL COMPLY <br />14. <br />WALLS ARE TO RECEIVE MINIMUM 112" GWB TYPE X OR <br />WITH THE LIMITING HEIGHTS BASED ON THE <br />TYPE C BOTH SIDES. <br />MANUFACTURERS WRITTEN INSTRUCTIONS AND SHALL <br />15. <br />ANY SUSPENSION SYSTEM SHALL CONFORM TO <br />ALSO BE COORDINATED THROUGH THE GC TO INCLUDE <br />GA600\UL TESTED ASSEMBLY <br />ANY INSULATION, PLUMBING, DUCTS, PIPES, <br />16. <br />HANGER ATTACHMENTS TO CONCRETE SHALL COMPLY <br />STRUCTURAL STEEL, OR EQUIPMENT TO BE CONTAINED <br />WITH ICC-ES AC193 AND ACI318 FOR EXPANSION <br />WITHIN THE WALLS. <br />ANCHORS AS DETERMINED BY TESTING PER ASTM E <br />9. WALL HEIGHTS ARE BASED ON ALLOWABLE <br />488\ASTM E488 M. POWER -ACTUATED ANCHORS SHALL <br />DEFLECTION OF L/240 OF THE WALL HEIGHT BASED ON <br />CONFORM TO ALLOWABLE LOAD CAPACITIES PER <br />A HORIZONTAL LOADING OF 5 LBS\SF UNLESS NOTED <br />ICC-ES AC70, GREATER THAN OR EQUAL TO THE DESIGN <br />OTHERWISE BY THE STRUCTURAL ENGINEER. <br />LOAD PER ASTM E 1190 AND AS TESTED BY AN <br />APPROVED "FIRE <br />EXTINGUISHER" <br />SIGNAGE - 3" HIGH <br />WHITE HELVETICA <br />LETTERING ON RED <br />BACKING OF 8"X12" <br />SIGN. PROVIDE <br />SIGNAGE ON ALL <br />FOUR SIDES OF <br />COLUMN ENCLOSURE <br />WHEN FIRE <br />EXTINGUISHER <br />OCCURS AT COLUMN <br />BUILDING STANDARD <br />FIRE EXTINGUISHER <br />CABINET <br />WHEN LOCATED AT <br />COLUMNS, CABINET <br />AND SIGNAGE TO <br />BE CENTERED ON <br />COLUMN ENCLOSURE, <br />TYPICAL, U.N.O. <br />rn <br />d <br />00 <br />No <br />. <br />Q <br />00 <br />[Us� •' _■ <br />WALL -MOUNTED <br />TEL. OUTLET <br />THERMOSTAT <br />4\j. <br />HARDWARE SET <br />AS SCHEDULED <br />ELEC. OUTLET <br />TEL. OUTLET - <br />9 <br />CIL <br />6" 6° <br />VERIFY W/ <br />HARDWARE <br />SCHEDULE11 <br />LIGHT SW�TH <br />DOTTED LINE <br />INDICATES LO TION <br />OF LARGER PLA <br />FOR GANGED <br />SWITCHES <br />QUALIFIED TESTING AGENCY. <br />17. COORDINATION WITH SFRM - BEFORE SFRM IS APPLIED, <br />ENSURE ANY ANCHOR PLATES OR CEILING RUNNERS <br />ARE ATTACHED . <br />18. INSTALLATION STANDARDS FOR FRAMING <br />INSTALLATION ARE: <br />18.1. STEEL FRAMING = ASTM C 754 <br />18.2. GYPSUM PLASTER ASSEMBLIES = ASTM C841 <br />18.3. PORTLAND CEMENT PLASTER ASSEMBLIES = <br />ASTM C1063 <br />18.4. GYPSUM VENEER PLASTER ASSEMBLIES = ASTM <br />C844 <br />18.5. GYPSUM BOARD ASSEMBLIES = ASTM C840 <br />20. WALL TYPES TO BE USED FOR NON -BEARING <br />NON-STRUCTURAL STUD WALLS ONLY. <br />21. MATERIAL GAUGES ARE FOR REFERENCE ONLY. <br />22. WHERE GWB DOES NOT EXTEND TO TOP OF STUDS USE <br />LIMITING WALL HEIGHTS FOR NON COMPOSITE WALLS <br />AND PROVIDE MECHANICAL BRACING OF STUD <br />FLANGES PER SSMA STANDARDS. <br />23. INSTALL ALL MATERIALS IN ACCORDANCE WITH <br />ASSEMBLY CITED IN GA600 OR UL. <br />NOTE: INSTALL LOCAL ELECTRICAL AND TELEPHONE WALL OUTLETS NOTE: HEIGHTS ARE AS NOTED <br />AND SWITCHPLATES AT NEAREST STUD FROM SCALED LOCATION ON UNLESS DIRECTED BY B/S TO BE <br />PLAN UNLESS SPECIFICALLY DIMENSIONED. DIFFERENT <br />TYPICAL Mu"'UNTING HEIGHTS <br />SCALE: 3" = 1'-0" <br />SCALE: N. IT.S <br />F <br />WALL TYPE COMMENTS ABBREVIATIONS <br />AHJ AUTHORITIES HAVING JURISDICTION <br />ASTM AMERICAN SOCIETY FOR TESTING MATERIALS <br />BASE BASE CONDITION VARIES, SEE SECTIONS <br />CI CONTINUOUS INSULATION, R10 MIN <br />FIR FIRE RESISTIVE CONSTRUCTION PER UL <br />GA 600 GYPSUM ASSOCIATION'S FIRE RESISTANCE MANUAL <br />GWB ALL GYPSUM BOARD IS TYPE'X' OR T YPE'C' <br />HEAD HEAD CONDITION VARIES, SEE SECTIONS <br />ICC ES INTERNATIONAL CODE COUNCILEVALUATION SERVICES REPORT <br />INFILL MAT CH EXISTING WALL MATERIALS, FIRE RATING, FINISH, ETC. <br />MLH MANUFACTURER'S LIMITING HEIGHTS <br />RW ROCKWOOL INSULATION <br />SB SOUND BATT INSULATION <br />SFRM SPRAY -APPLIED FIRE RESISTANT MATERIAL <br />SSMA STEEL STUDS MANUFACTURERS OF AMERICA <br />UL UNDERWRITERS LABORATORY <br />AWL I I IUH I I U <br />EDGE <br />o,,nLU I ER: SCHEINE TRANSITION <br />PROFILE - STAINLESS STEEL FINISH. <br />PROVIDE SCHIENE RADIUS AT CURVED <br />TRANSITIONS <br />FILL VOID WITH ACOUSTICAL SEALANT BOTH SIDES <br />DESIGNED <br />SCAFCO SLT SLOTTED TOP TRACK OR EQUAL FOR HEAD -OF -WALL <br />DEFLECTION <br />DEFLECTION. STUD WIDTH TO MATCH WALL; 20 GA. <br />I <br />TRACK CONNECTED TO STRUCTURE. FASTENERS/ATTACHMENT <br />SHALL COMPLY WITH ASTM C955 FOR STRUCTURAL FRAMING <br />:._ <br />AND ASTM C645 FOR NONSTRUCTURAL STEEL FRAMING <br />SECURE STUDS TO LEG OF HEAD TRACK PER ASTM <br />INSULATION AS NOTED BELOW <br />f <br />t <br />INSULATION TO EXTEND 2'-0" BEYOND EACH <br />� <br />SIDE OF WALL AS NOTED BELOW <br />..•...f`.? <br />CEILING AS SPECIFIED <br />_ ONE LAYER 5/8" GWB EACH SIDE OF WALL <br />CONT. MTL. RUNNER MECHANICALLY FASTENED TO <br />SUBFLOOR. <br />SPECIFIED BASE <br />1/8" FOAM TAPE <br />•`.> <br />ACOUSTICAL SEALANT BOTH SIDES <br />FINISHED FLOOR <br />FASTENERS/ATTACHMENT SHALL COMPLY WITH ASTM C955 <br />FOR STRUCTURAL FRAMING <br />AND ASTM C645 FOR NONSTRUCTURAL STEEL FRAMING <br />WALL <br />TYPE <br />WALL HT. <br />STUD SIZE <br />STUD <br />THICKNESS <br />STUD SPACING <br />WALL <br />THICKNESS <br />INSULATION <br />FIRE RATING/ <br />UL DESIGN N0, <br />COMMENTS <br />WALL <br />CEILING <br />VIF <br />3 5/8" <br />25 GA MIN <br />24" O.C. <br />3 3/4„ <br />SB <br />- <br />- <br />MIN <br />OR MLH <br />MAX <br />FULL HEIGHT PARTITION <br />SCALE: 3" = 1°-0" <br />*SB=SOUND ATTENUATION BATTS FR=FIRE RESISTIVE <br />A <br />\\d$ <br />a <br />L: <br />tb <br />6" <br />.a <br />ti <br />o <br />.., . <br />> <br />C) <br />r <br />0 :. <br />fll <br />33 SE Everett Mail Wa <br />3 <br />DESIGN JPC <br />DRAWN AV, MS <br />CHECKED TIC <br />NO. 20-0316 <br />1. -' N._._ 1A7Z.9 <br />1 I ' ll : 9 <br />1 I_ VII&I - - <br />6389 REGISTERED <br />ri <br />R 9g <br />ET <br />z FA ET <br />d STArAROK <br />F WA$@ifR9�T®PJ <br />z <br />U � <br />ai X <br />W <br />N <br />rn <br />Q <br />a JURISDICTION STAMP <br />z <br />cD m <br />� U <br />Construction Details <br />p <br />N <br />N <br />N <br />J <br />� CL <br />d <br />z � <br /><V <br />� O <br />0 O <br />Q � <br />W m <br />7 <br />W <br />F <br />o <br />