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09-23-007NOTE: ALL FINISHES TO MATCH EXISTING OR NEW AS SELECTED BY MCDONALD'S PROJECT MANAGER S a "- EXTEND STUD & BACKUP ON ONE STRONG-TIE 8 � "B1 "= SIDE TO UNDERSIDE OF ROOF FOR " HTC4" I I „ C1"= DRAFTSTOP © 48 "O.C. I I z (SEE DETAIL 2/A0.0) STUD SPACING: 16" O.C. STUD STRUCTURAL MEMBER OR STUD CONT. TOP PLATE LOAD BEARING: 16 = SPANNING BOTTOM CHORD LATERAL 4' -0" 0. C. BRACING TO STRUCT. ABOVE 0 i CONT. RUNNER CHANNEL FIRESTOPPING AT EXTENT OF BACKUP (TYP) 4 -0 O.C. - z_ '4) MTL STUD PARTITION TYPE: Y2" GYP BD �� OR PLYWOOD CLG AS ALL PARTITIONS TYPE 'A' UNLESS NOTED BACKUP EACH SCHEDULED OTHERWISE SIDE AS REQUIRED BOTTOM 6" OF BACKUP TO BE CEMENT BOARD - MIN. FLOOR AS Y" ABOVE SLAB SCHEDULED - a "A1 "= 3%B" W /BATT INS. „B„ _ 6" "B1 "= 6" W /BATT INS, C,. - 8„ „ C1"= 8" W /BAIT INS. "D1" = PARTIAL HEIGHT PART. (SEE DETAIL 2/A0.0) STUD SPACING: 16" O.C. STUD GUAGE: LOAD BEARING: 16 NON -LOAD BEARING: 20 INTERIOR FAST I TI ON . o SGALE: 5/4" 1" CDX PLYWOOD SUBSTRATE, VERIFY WITH COUNTER TOP MANUFACTURER Y" EXTEND COUNTER G.C. TO PROVIDE CORIAN COUNTER- TOP, PAST PLYWOOD 2' -6 COLOR TO BE DETERMINED BY PROJECT MANAGER I Q 6" MTL. STUD 24" O.C. w FRP OVER Y" m PLYWOOD ON I I T KITCHEN SIDE I cv FLOOR FINISH AS SCHEDULED I Al � I I )'2"'x4" CORIAN EDGE 1/2" 1 1/2" Y2" GYP. BOARD FINISH F TILE IS USED PROVIDE "HYDROMENT" ULTRA SET LATEX SEALER NOTE: COUNTER SUPPORT WALL FURNISHED & INSTALLED BY G.C. INTERMEDIATE SUPPORTS SUPPLIED & INSTALLED BY KES. CONT. RUNNER, ANCHOR TO FLOOR W/ 1Y" SHORT PINS © 48" O.C. &�5GALE: UNT DTAI� 3/4" = 1' -O" ALIGN FACE W/ INSIDE FACE OF COMBINED BEVERAGE CELL (SEE FINISH NOTE ON 2 /A1.0) WOOD BLOCK IN6 ALLI6N SAGE WITH OUTSIDE FACE OF G.B. CELL Y" THK. GYP. BOARD EACH SIDE OF 3Y" METAL STUDS AT 16" O.C. FINISHES TO MATCH OUTSIDE FACE OF COMBINED BEVERAGE CELL OR AS SELECTED BY McD'S PROJECT MANAGER 2Y2" x 2Y2" x 5' -0" LONG STEEL TUBE AT 4' -0" O.C., TUBE TO BE CORE DRILLED INTO SLAB BASE TO MATCH EXISTING OR NEW AS SELECTED BY McD'S PROJECT MANAGER BOTTOM OF GYP. BOARD. Y2" ABOVE SLAB FLOOR FINISH AS SCHEDULED FART IAL HT. FASTITION DETAIL SGALE: N.T.5. 1/2" GYP. BD, OVER 6 MIL. VAPOR BARRIER OVER 1 1/2" METAL FURRING W /RIGID INSULATION 8" SPLIT FACE CMU W/ INSULATED CELLS CEILING AS SCHEDULED THROUGH WALL FLASHING W/ WEEP HOLES 0 16" O.C. B /LINTEL ELEV. +8. -0 " LIE 11 �- RELOCATED STEEL LINTEL W/ 8" MIN. BEARING ON EACH SIDE CONT. SEALANT & BACKER ROD 3/4 ANOD. ALUM. WINDOW FRAME w 11" INSUL. GLASS 5E' T I ON @ 1"I I NDOINI TD A n GENERAL NOTES: SAFETY GLASS 1. ALL EXIT DOORS SHALL BE KEYLESS IN THE DIRECTION OF EGRESS. 2. THE OPENING FORCE OF ALL EXT. PUSH /PULL DOORS SHALL NOT EXCEED 8Y2 LBS. 3. THE OPENING FORCE OF INTERIOR PUSH /PULL DOORS SHALL NOT EXCEED 5 LBS. o I DOOR #1 6" 6" 1. HINGES: HAGER BB1279 US26D 4Y x 4Y ", 12 PAIR OR EQUAL ry 2. LOCKSET: SCHLAGE D -80 -PD RHODES US26D FINISH �I < 3. KICKER PLATES: US28D SATIN, ALUM. ANOD. 8 "x34 ", 18 GAUGE (2) PER DOOR `V 1. DOORS, DOOR FRAME, & HARDWARE SUPPLIED BY: UNIVERSAL MANUFACTURING 1- 800 -821 -1414 717 2. INSTALL COUNTERSUNK SHEET METAL SCREWS ON THE VERTICAL STOPS, USE FIVE SCREWS PER STOP WITH COLOR TO MATCH STOP. O O EVER 0 AND E 1 MARK MATERIAL Ld SIZE DOOR FRAME THRESH. A 3'- O "x7' -0 "x1 3/4" S.C. WOOD H.M. N/A 1 DOOF DETAIL o. 0 SGALE: 3/4" = 1I -0" LATERAL BRACING TO STRUCT. ABOVE © 4' -0" D.C.-\ SUHPORI HEADER WALL I-ROM EXISTING STRUCT. AS REQUIRED FINISH TO MATCH EXISTING SOFFIT CONSTRUCTION TO MATCH EXISTING 0'- PROVIDE GYPSUM BOARD DRAFTSTOP WHERE APPLICABLE. CONNECT TO EXISTING AND SEAL JOINTS TIGHT FOR CONTINUOUS DRAFT STOPPING EXISTING JOISTS EL. MATCH EXIST, EXISTING CEILING TILE AND GRID TO REMAIN - MODIFY AS REQUIRED SOFFIT SECTION o, 0 SGALE: 314" = 1' -0" nDl \/C TUDI I mminnIAl L I NTEL MARK MEMBER SHAPE BR6. R1 =MARK5 2 - L's 5x3 1/2x5/16 LLV J;_ 8" L1 OR „ GROUT SOLID 8x16 BOND BEAM 8 BOND BEAM W/2 -#5 BTM. BOND BEAM LE L - F FACE OF FACE OF OPENING OPENING 2 COURSES OF SOLID BLOCK CMU AL 0 : ENING SCHEDULE TRG. DOUBLE ANGLE LINTEL 2 COURSES OF SOLID BLOCK ETA: DRIVE -THRU WINDOW DATA: WIND DATA: WIDTH: 4' -0" WIND VELOCITY- =14OMPH HEIGHT: 5' -0" IMPORTANCE FACTOR: 1 =1.0 EDGE OF WINDOW IS 37' -8" FROM THE WIND EXPOSURE B 1; 30PSF EAST CWNER. USE ZONE 4 DATA FROM rHTOE BUILDING IS TOTALLY ENCLOSED FBC TABLE 1609.6.2.1(2) INTERNAL PE.RSSURE COEFFICIENT= 0.18 FBC SECTION 1609 TABLE 1609.9.2.1(2): MAXIMUM POSITIVE PRESSURE = 33.7 PSF MAXIMUM NEGATIVE PRESSURE _ -36.7 PSF I NDO/N DETA I L AND /N I ND FRESSURE SGALE: N.T.5. GENERAL NOTES 1. THE CONTRACTOR SHALL VISIT THE SITE, BECOME FAMILIAR WITH THE LOCAL CONDITIONS UNDER WHICH THE WORK WILL BE PERFORMED, AND CORRELATE PERSONAL I )BSCRVATIONS WI IH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 2. THE GENERAL CONTRACTOR SHALL VERIFY ALL DATA, DIMENSIONS, NOTES, AND SPECIFICATIONS SHOWN HEREON, PRIOR TO ORDERING OR INSTALLING MATERIALS. CONTRACTOR IS RESPONSIBLE TO NOTIFY FRA ENGINEERING OF ANY DISCREPANCIES, ERRORS, OR OMISSIONS, PRIOR TO THE START OF WORK. 3. THE CONTRACTOR SHALL VERIFY AND LOCATE EXISTING UTILITIES, INCLUDING THE DRAIN LINE PRIOR TO COMMENCING WITH THE WORK. THE CONTRACTOR SHALL EXERCISE CAUTION IN ORDER NOT TO DISTURB NEARBY UTILITIES. 4. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL RELATED TRADES AND VENDORS NECESSARY FOR THE COMPLETION OF THE JOB ON A TIMELY BASIS. CONTACTOR SHALL ALSO BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES, SEQUENCES, TECHNIQUES, AND SAFETY PRECAUTIONS RELATED TO WORK PERFORMED HEREUNDER. 5. ALL DIMENSIONS ON ARCHITECTURAL DRAWINGS TO BE CHECKED AND VERIFIED BY THE GENERAL CONTRACTOR AND ANY DISCREPANCIES ARE TO BE REPORTED TO THE ARCHITECT IMMEDIATELY. 6. ALL WORK PERFORMED SHALL BE IN STRICT COMPLIANCE WITH GOVERNING FEDERAL, STATE, AND LOCAL BUILDING CODE REQUIREMENTS, EXECUTED IN ACCORDANCE WITH ACCEPTED INDUSTRY STANDARDS, AND CONFORM TO SPECIFIC REGULATIONS AS MANDATED BY THE OWNER, THE TENANT, AND THE ARCHITECT. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO INSURE THE PROCUREMENT OF ALL REQUIRED AND NECESSARY PERMITS AND APPROVALS PRIOR TO THE COMMENCEMENT OF ANY WORK AND CERTIFICATE OF OCCUPANCY UPON COMPLETION OF PROJECT. CONTRACTOR SHALL FURNISH COPIES OF PERMITS, INSPECTIONS AND CERTIFICATES TO OWNER. 7. WHERE A DETAIL IS SHOWN FOR ONE CONDITION IT SHALL APPLY TO ALL LIKE OR SIMILAR CONDITIONS THOUGH NOT SPECIFICALLY MARKED. 8. THE CONTRACTOR SHALL PROVIDE ALL INCIDENTAL ITEMS, INCLUDING ITEMS NOT SPECIFICALLY DESCRIBED OR DETAILED, REQUIRED FOR A COMPLETE OPERATIONAL BUILDING READY FOR OCCUPANCY AND FOR THE COMPLETION OF THE WORK. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING ALL WORK DURING CONSTRUCTION AND IMPLEMENTATION OF ALL SAFETY PROCEDURES IN ACCORDANCE WITH ALL APPLICABLE CODES. 10. CONTRACTOR SHALL PROVIDE ADEQUATE BLOCKING FOR ALL WALL MOUNTED ACCESSORIES AND EQUIPMENT. 11. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY, UNRELIEVED BY REVIEW OF SHOP DRAWINGS OR PERIODIC OBSERVATION OF CONSTRUCTION, FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS, FOR FABRICATION PROCESSES AND CONSTRUCTION TECHNIQUES, AND FOR SAFE CONDITIONS ON THE JOB SITE. 12. ALL REQUESTS FOR SUBSTITUTIONS OF ALL SPECIFIED ITEMS SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND WILL BE CONSIDERED ONLY IF THE ALTERNATE PROPOSED IS PROVEN TO BE MORE ADVANTAGEOUS TO OWNER WITH RESPECT TO DELIVERY DATE, QUALITY OR COST. UNDER NO CIRCUMSTANCES WILL THE ARCHITECT BE REQUIRED TO PROVE THAT A PRODUCT PROPOSED FOR SUBSTITUTION IS OR IS NOT OF EQUAL QUALITY TO THE PRODUCT SPECIFIED. 13. FIRE BARRIERS SHALL BE CONTINUOUS FROM OUTSIDE WALL TO OUTSIDE WALL, FROM ANOTHER FIRE BARRIER TO FIRE BARRIER, OR A COMBINATION THEREOF, INCLUDING CONTINUITY THROUGH ALL CONCEALED SPACES SUCH AS THOSE FOUND ABOVE A CEILING INCLUDING INTERSTITIAL SPACES. 14. ALL OPENINGS PENETRATING THESE WALL SYSTEMS AND ALL FLOOR -TO -FLOOR OPENINGS SHALL BE SEALED WITH FIRESTOPPING MATERIALS WITH A MINIMUM FIRE RATING THE SAME AS THE FIRE RATING PENETRATED, ALL PIPES, CONDUITS, BUS DUCTS, CABLES, WIRES, AIR DUCTWORK AND SIMILAR BUILDING SERVICE EQUIPMENT PENETRATING FIRE RATED WALL SYSTEMS SHALL BE EFFECTIVELY FIRESTOPPED. FIRESPTOPPING MATERIALS OR SYSTEMS USED SHALL CONFORM TO ASTM E814 OR UL1479. 15. THESE DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF FRA ENGINEERING AND MAY NOT BE ALTERED, CHANGED, COPIED, REPRODUCED, OR UTILIZED IN ANY WAY WITHOUT PRIOR WRITTEN PERMISSION. 16. T.Y. LIN INTERNATIONAL RESERVES AND RETAINS ALL RIGHTS TO THESE DOCUMENTS, INCLUDING THE COPYRIGHT, UNDER THE AUTHORITY OF THE ARCHITECTURAL WORKS COPYRIGHT PRO-rECTION ACT OF 1990. 17. THESE DOCUMENTS ARE LIMITED TO A SINGLE USE AND ARE SUBJECT TO A DISCRETIONARY RESIDUAL FEE FOR ANY REPETITIVE OR UNAUTHORIZED USE. 18. DO NOT SCALE DRAWINGS. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. 19. INTERIOR FINISHES SHALL BE CLASS A FOR EXITS, CLASS A AND B FOR EXIT ACCESS AND A, B OR C FOR ALL OTHER SPACES. 20. ALL DOOR HARDWARE SHALL BE LEVER TYPE, PUSH - PULLS, OR PANIC DEVICES PER LOCAL ACCESSIBILITY CODE AND ADAAG. 21.' EGRESS DOORS SHALL HAVE PANIC HARDWARE WITHOUT INTERIOR KEYED LOCKS. PANIC HARDWARE SHALL HAVE EXTERIOR NIGHT LATCH CYLINDER. 22. EXTERIOR DIMENSIONS ARE TO FACE OF MASONRY OR FRAMING UNLESS OTHERWISE NOTED. 23. INTERIOR. DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED, 24.', NO FIRE ALARM, FIRE SPRINKLER OR SMOKE DETECTOR WITHIN 20 FT. OF AREA OF WORK k. titop, D I \/F- -=7HFU ELEVATION NT5 NEW DRIVE -THRU WINDOW NOTE: CONTRACTOR TO REPLACE EXISTING DRIVE -THRU WINDOW AT OWNER'S /PROJECT MANAGER'S DISCRETION. NEW TO BE READY - ACCESS GRAVITY SLIDE ® N a L0 1 Y a 0 � N Q � aQ° W Lo gwOf J � C7 c� w Q z z o g a z O a- UD a z 0 w 0 u� W 0 z AHMAL) F 1.'AMJVIOUD FLOR{��P y't�a Aq 13 ' V'94,Nki. d� � f P It �f DATE rry M J � L.L r w" to J m `� C�7 O J 0Q o U a ro C? pp pi co �j u Lq U K) M w M z Qo J � Q o I N m U N U z� J Q� Q � J V) _J b U') a p W T J w Q W �E O vi p Z o U w� m w�1 U �- z z w a o w � � J � � U PROJECT NO.: PROJ. MGR.: 550891.10 AAH DATE: DRWN. BY: 10/01/08 AW SCALE: CHKD. BY: AS SHOWN GAV DRAWING NO: 1 of 2 Q 1 1 ' --ci " CLEAR f f " )'2"'x4" CORIAN EDGE 1/2" 1 1/2" Y2" GYP. BOARD FINISH F TILE IS USED PROVIDE "HYDROMENT" ULTRA SET LATEX SEALER NOTE: COUNTER SUPPORT WALL FURNISHED & INSTALLED BY G.C. INTERMEDIATE SUPPORTS SUPPLIED & INSTALLED BY KES. CONT. RUNNER, ANCHOR TO FLOOR W/ 1Y" SHORT PINS © 48" O.C. &�5GALE: UNT DTAI� 3/4" = 1' -O" ALIGN FACE W/ INSIDE FACE OF COMBINED BEVERAGE CELL (SEE FINISH NOTE ON 2 /A1.0) WOOD BLOCK IN6 ALLI6N SAGE WITH OUTSIDE FACE OF G.B. CELL Y" THK. GYP. BOARD EACH SIDE OF 3Y" METAL STUDS AT 16" O.C. FINISHES TO MATCH OUTSIDE FACE OF COMBINED BEVERAGE CELL OR AS SELECTED BY McD'S PROJECT MANAGER 2Y2" x 2Y2" x 5' -0" LONG STEEL TUBE AT 4' -0" O.C., TUBE TO BE CORE DRILLED INTO SLAB BASE TO MATCH EXISTING OR NEW AS SELECTED BY McD'S PROJECT MANAGER BOTTOM OF GYP. BOARD. Y2" ABOVE SLAB FLOOR FINISH AS SCHEDULED FART IAL HT. FASTITION DETAIL SGALE: N.T.5. 1/2" GYP. BD, OVER 6 MIL. VAPOR BARRIER OVER 1 1/2" METAL FURRING W /RIGID INSULATION 8" SPLIT FACE CMU W/ INSULATED CELLS CEILING AS SCHEDULED THROUGH WALL FLASHING W/ WEEP HOLES 0 16" O.C. B /LINTEL ELEV. +8. -0 " LIE 11 �- RELOCATED STEEL LINTEL W/ 8" MIN. BEARING ON EACH SIDE CONT. SEALANT & BACKER ROD 3/4 ANOD. ALUM. WINDOW FRAME w 11" INSUL. GLASS 5E' T I ON @ 1"I I NDOINI TD A n GENERAL NOTES: SAFETY GLASS 1. ALL EXIT DOORS SHALL BE KEYLESS IN THE DIRECTION OF EGRESS. 2. THE OPENING FORCE OF ALL EXT. PUSH /PULL DOORS SHALL NOT EXCEED 8Y2 LBS. 3. THE OPENING FORCE OF INTERIOR PUSH /PULL DOORS SHALL NOT EXCEED 5 LBS. o I DOOR #1 6" 6" 1. HINGES: HAGER BB1279 US26D 4Y x 4Y ", 12 PAIR OR EQUAL ry 2. LOCKSET: SCHLAGE D -80 -PD RHODES US26D FINISH �I < 3. KICKER PLATES: US28D SATIN, ALUM. ANOD. 8 "x34 ", 18 GAUGE (2) PER DOOR `V 1. DOORS, DOOR FRAME, & HARDWARE SUPPLIED BY: UNIVERSAL MANUFACTURING 1- 800 -821 -1414 717 2. INSTALL COUNTERSUNK SHEET METAL SCREWS ON THE VERTICAL STOPS, USE FIVE SCREWS PER STOP WITH COLOR TO MATCH STOP. O O EVER 0 AND E 1 MARK MATERIAL Ld SIZE DOOR FRAME THRESH. A 3'- O "x7' -0 "x1 3/4" S.C. WOOD H.M. N/A 1 DOOF DETAIL o. 0 SGALE: 3/4" = 1I -0" LATERAL BRACING TO STRUCT. ABOVE © 4' -0" D.C.-\ SUHPORI HEADER WALL I-ROM EXISTING STRUCT. AS REQUIRED FINISH TO MATCH EXISTING SOFFIT CONSTRUCTION TO MATCH EXISTING 0'- PROVIDE GYPSUM BOARD DRAFTSTOP WHERE APPLICABLE. CONNECT TO EXISTING AND SEAL JOINTS TIGHT FOR CONTINUOUS DRAFT STOPPING EXISTING JOISTS EL. MATCH EXIST, EXISTING CEILING TILE AND GRID TO REMAIN - MODIFY AS REQUIRED SOFFIT SECTION o, 0 SGALE: 314" = 1' -0" nDl \/C TUDI I mminnIAl L I NTEL MARK MEMBER SHAPE BR6. R1 =MARK5 2 - L's 5x3 1/2x5/16 LLV J;_ 8" L1 OR „ GROUT SOLID 8x16 BOND BEAM 8 BOND BEAM W/2 -#5 BTM. BOND BEAM LE L - F FACE OF FACE OF OPENING OPENING 2 COURSES OF SOLID BLOCK CMU AL 0 : ENING SCHEDULE TRG. DOUBLE ANGLE LINTEL 2 COURSES OF SOLID BLOCK ETA: DRIVE -THRU WINDOW DATA: WIND DATA: WIDTH: 4' -0" WIND VELOCITY- =14OMPH HEIGHT: 5' -0" IMPORTANCE FACTOR: 1 =1.0 EDGE OF WINDOW IS 37' -8" FROM THE WIND EXPOSURE B 1; 30PSF EAST CWNER. USE ZONE 4 DATA FROM rHTOE BUILDING IS TOTALLY ENCLOSED FBC TABLE 1609.6.2.1(2) INTERNAL PE.RSSURE COEFFICIENT= 0.18 FBC SECTION 1609 TABLE 1609.9.2.1(2): MAXIMUM POSITIVE PRESSURE = 33.7 PSF MAXIMUM NEGATIVE PRESSURE _ -36.7 PSF I NDO/N DETA I L AND /N I ND FRESSURE SGALE: N.T.5. GENERAL NOTES 1. THE CONTRACTOR SHALL VISIT THE SITE, BECOME FAMILIAR WITH THE LOCAL CONDITIONS UNDER WHICH THE WORK WILL BE PERFORMED, AND CORRELATE PERSONAL I )BSCRVATIONS WI IH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 2. THE GENERAL CONTRACTOR SHALL VERIFY ALL DATA, DIMENSIONS, NOTES, AND SPECIFICATIONS SHOWN HEREON, PRIOR TO ORDERING OR INSTALLING MATERIALS. CONTRACTOR IS RESPONSIBLE TO NOTIFY FRA ENGINEERING OF ANY DISCREPANCIES, ERRORS, OR OMISSIONS, PRIOR TO THE START OF WORK. 3. THE CONTRACTOR SHALL VERIFY AND LOCATE EXISTING UTILITIES, INCLUDING THE DRAIN LINE PRIOR TO COMMENCING WITH THE WORK. THE CONTRACTOR SHALL EXERCISE CAUTION IN ORDER NOT TO DISTURB NEARBY UTILITIES. 4. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL RELATED TRADES AND VENDORS NECESSARY FOR THE COMPLETION OF THE JOB ON A TIMELY BASIS. CONTACTOR SHALL ALSO BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES, SEQUENCES, TECHNIQUES, AND SAFETY PRECAUTIONS RELATED TO WORK PERFORMED HEREUNDER. 5. ALL DIMENSIONS ON ARCHITECTURAL DRAWINGS TO BE CHECKED AND VERIFIED BY THE GENERAL CONTRACTOR AND ANY DISCREPANCIES ARE TO BE REPORTED TO THE ARCHITECT IMMEDIATELY. 6. ALL WORK PERFORMED SHALL BE IN STRICT COMPLIANCE WITH GOVERNING FEDERAL, STATE, AND LOCAL BUILDING CODE REQUIREMENTS, EXECUTED IN ACCORDANCE WITH ACCEPTED INDUSTRY STANDARDS, AND CONFORM TO SPECIFIC REGULATIONS AS MANDATED BY THE OWNER, THE TENANT, AND THE ARCHITECT. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO INSURE THE PROCUREMENT OF ALL REQUIRED AND NECESSARY PERMITS AND APPROVALS PRIOR TO THE COMMENCEMENT OF ANY WORK AND CERTIFICATE OF OCCUPANCY UPON COMPLETION OF PROJECT. CONTRACTOR SHALL FURNISH COPIES OF PERMITS, INSPECTIONS AND CERTIFICATES TO OWNER. 7. WHERE A DETAIL IS SHOWN FOR ONE CONDITION IT SHALL APPLY TO ALL LIKE OR SIMILAR CONDITIONS THOUGH NOT SPECIFICALLY MARKED. 8. THE CONTRACTOR SHALL PROVIDE ALL INCIDENTAL ITEMS, INCLUDING ITEMS NOT SPECIFICALLY DESCRIBED OR DETAILED, REQUIRED FOR A COMPLETE OPERATIONAL BUILDING READY FOR OCCUPANCY AND FOR THE COMPLETION OF THE WORK. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING ALL WORK DURING CONSTRUCTION AND IMPLEMENTATION OF ALL SAFETY PROCEDURES IN ACCORDANCE WITH ALL APPLICABLE CODES. 10. CONTRACTOR SHALL PROVIDE ADEQUATE BLOCKING FOR ALL WALL MOUNTED ACCESSORIES AND EQUIPMENT. 11. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY, UNRELIEVED BY REVIEW OF SHOP DRAWINGS OR PERIODIC OBSERVATION OF CONSTRUCTION, FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS, FOR FABRICATION PROCESSES AND CONSTRUCTION TECHNIQUES, AND FOR SAFE CONDITIONS ON THE JOB SITE. 12. ALL REQUESTS FOR SUBSTITUTIONS OF ALL SPECIFIED ITEMS SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND WILL BE CONSIDERED ONLY IF THE ALTERNATE PROPOSED IS PROVEN TO BE MORE ADVANTAGEOUS TO OWNER WITH RESPECT TO DELIVERY DATE, QUALITY OR COST. UNDER NO CIRCUMSTANCES WILL THE ARCHITECT BE REQUIRED TO PROVE THAT A PRODUCT PROPOSED FOR SUBSTITUTION IS OR IS NOT OF EQUAL QUALITY TO THE PRODUCT SPECIFIED. 13. FIRE BARRIERS SHALL BE CONTINUOUS FROM OUTSIDE WALL TO OUTSIDE WALL, FROM ANOTHER FIRE BARRIER TO FIRE BARRIER, OR A COMBINATION THEREOF, INCLUDING CONTINUITY THROUGH ALL CONCEALED SPACES SUCH AS THOSE FOUND ABOVE A CEILING INCLUDING INTERSTITIAL SPACES. 14. ALL OPENINGS PENETRATING THESE WALL SYSTEMS AND ALL FLOOR -TO -FLOOR OPENINGS SHALL BE SEALED WITH FIRESTOPPING MATERIALS WITH A MINIMUM FIRE RATING THE SAME AS THE FIRE RATING PENETRATED, ALL PIPES, CONDUITS, BUS DUCTS, CABLES, WIRES, AIR DUCTWORK AND SIMILAR BUILDING SERVICE EQUIPMENT PENETRATING FIRE RATED WALL SYSTEMS SHALL BE EFFECTIVELY FIRESTOPPED. FIRESPTOPPING MATERIALS OR SYSTEMS USED SHALL CONFORM TO ASTM E814 OR UL1479. 15. THESE DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF FRA ENGINEERING AND MAY NOT BE ALTERED, CHANGED, COPIED, REPRODUCED, OR UTILIZED IN ANY WAY WITHOUT PRIOR WRITTEN PERMISSION. 16. T.Y. LIN INTERNATIONAL RESERVES AND RETAINS ALL RIGHTS TO THESE DOCUMENTS, INCLUDING THE COPYRIGHT, UNDER THE AUTHORITY OF THE ARCHITECTURAL WORKS COPYRIGHT PRO-rECTION ACT OF 1990. 17. THESE DOCUMENTS ARE LIMITED TO A SINGLE USE AND ARE SUBJECT TO A DISCRETIONARY RESIDUAL FEE FOR ANY REPETITIVE OR UNAUTHORIZED USE. 18. DO NOT SCALE DRAWINGS. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. 19. INTERIOR FINISHES SHALL BE CLASS A FOR EXITS, CLASS A AND B FOR EXIT ACCESS AND A, B OR C FOR ALL OTHER SPACES. 20. ALL DOOR HARDWARE SHALL BE LEVER TYPE, PUSH - PULLS, OR PANIC DEVICES PER LOCAL ACCESSIBILITY CODE AND ADAAG. 21.' EGRESS DOORS SHALL HAVE PANIC HARDWARE WITHOUT INTERIOR KEYED LOCKS. PANIC HARDWARE SHALL HAVE EXTERIOR NIGHT LATCH CYLINDER. 22. EXTERIOR DIMENSIONS ARE TO FACE OF MASONRY OR FRAMING UNLESS OTHERWISE NOTED. 23. INTERIOR. DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED, 24.', NO FIRE ALARM, FIRE SPRINKLER OR SMOKE DETECTOR WITHIN 20 FT. OF AREA OF WORK k. titop, D I \/F- -=7HFU ELEVATION NT5 NEW DRIVE -THRU WINDOW NOTE: CONTRACTOR TO REPLACE EXISTING DRIVE -THRU WINDOW AT OWNER'S /PROJECT MANAGER'S DISCRETION. NEW TO BE READY - ACCESS GRAVITY SLIDE ® N a L0 1 Y a 0 � N Q � aQ° W Lo gwOf J � C7 c� w Q z z o g a z O a- UD a z 0 w 0 u� W 0 z AHMAL) F 1.'AMJVIOUD FLOR{��P y't�a Aq 13 ' V'94,Nki. d� � f P It �f DATE rry M J � L.L r w" to J m `� C�7 O J 0Q o U a ro C? pp pi co �j u Lq U K) M w M z Qo J � Q o I N m U N U z� J Q� Q � J V) _J b U') a p W T J w Q W �E O vi p Z o U w� m w�1 U �- z z w a o w � � J � � U PROJECT NO.: PROJ. MGR.: 550891.10 AAH DATE: DRWN. BY: 10/01/08 AW SCALE: CHKD. BY: AS SHOWN GAV DRAWING NO: 1 of 2 DOOF DETAIL o. 0 SGALE: 3/4" = 1I -0" LATERAL BRACING TO STRUCT. ABOVE © 4' -0" D.C.-\ SUHPORI HEADER WALL I-ROM EXISTING STRUCT. AS REQUIRED FINISH TO MATCH EXISTING SOFFIT CONSTRUCTION TO MATCH EXISTING 0'- PROVIDE GYPSUM BOARD DRAFTSTOP WHERE APPLICABLE. CONNECT TO EXISTING AND SEAL JOINTS TIGHT FOR CONTINUOUS DRAFT STOPPING EXISTING JOISTS EL. MATCH EXIST, EXISTING CEILING TILE AND GRID TO REMAIN - MODIFY AS REQUIRED SOFFIT SECTION o, 0 SGALE: 314" = 1' -0" nDl \/C TUDI I mminnIAl L I NTEL MARK MEMBER SHAPE BR6. R1 =MARK5 2 - L's 5x3 1/2x5/16 LLV J;_ 8" L1 OR „ GROUT SOLID 8x16 BOND BEAM 8 BOND BEAM W/2 -#5 BTM. BOND BEAM LE L - F FACE OF FACE OF OPENING OPENING 2 COURSES OF SOLID BLOCK CMU AL 0 : ENING SCHEDULE TRG. DOUBLE ANGLE LINTEL 2 COURSES OF SOLID BLOCK ETA: DRIVE -THRU WINDOW DATA: WIND DATA: WIDTH: 4' -0" WIND VELOCITY- =14OMPH HEIGHT: 5' -0" IMPORTANCE FACTOR: 1 =1.0 EDGE OF WINDOW IS 37' -8" FROM THE WIND EXPOSURE B 1; 30PSF EAST CWNER. USE ZONE 4 DATA FROM rHTOE BUILDING IS TOTALLY ENCLOSED FBC TABLE 1609.6.2.1(2) INTERNAL PE.RSSURE COEFFICIENT= 0.18 FBC SECTION 1609 TABLE 1609.9.2.1(2): MAXIMUM POSITIVE PRESSURE = 33.7 PSF MAXIMUM NEGATIVE PRESSURE _ -36.7 PSF I NDO/N DETA I L AND /N I ND FRESSURE SGALE: N.T.5. GENERAL NOTES 1. THE CONTRACTOR SHALL VISIT THE SITE, BECOME FAMILIAR WITH THE LOCAL CONDITIONS UNDER WHICH THE WORK WILL BE PERFORMED, AND CORRELATE PERSONAL I )BSCRVATIONS WI IH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 2. THE GENERAL CONTRACTOR SHALL VERIFY ALL DATA, DIMENSIONS, NOTES, AND SPECIFICATIONS SHOWN HEREON, PRIOR TO ORDERING OR INSTALLING MATERIALS. CONTRACTOR IS RESPONSIBLE TO NOTIFY FRA ENGINEERING OF ANY DISCREPANCIES, ERRORS, OR OMISSIONS, PRIOR TO THE START OF WORK. 3. THE CONTRACTOR SHALL VERIFY AND LOCATE EXISTING UTILITIES, INCLUDING THE DRAIN LINE PRIOR TO COMMENCING WITH THE WORK. THE CONTRACTOR SHALL EXERCISE CAUTION IN ORDER NOT TO DISTURB NEARBY UTILITIES. 4. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL RELATED TRADES AND VENDORS NECESSARY FOR THE COMPLETION OF THE JOB ON A TIMELY BASIS. CONTACTOR SHALL ALSO BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES, SEQUENCES, TECHNIQUES, AND SAFETY PRECAUTIONS RELATED TO WORK PERFORMED HEREUNDER. 5. ALL DIMENSIONS ON ARCHITECTURAL DRAWINGS TO BE CHECKED AND VERIFIED BY THE GENERAL CONTRACTOR AND ANY DISCREPANCIES ARE TO BE REPORTED TO THE ARCHITECT IMMEDIATELY. 6. ALL WORK PERFORMED SHALL BE IN STRICT COMPLIANCE WITH GOVERNING FEDERAL, STATE, AND LOCAL BUILDING CODE REQUIREMENTS, EXECUTED IN ACCORDANCE WITH ACCEPTED INDUSTRY STANDARDS, AND CONFORM TO SPECIFIC REGULATIONS AS MANDATED BY THE OWNER, THE TENANT, AND THE ARCHITECT. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO INSURE THE PROCUREMENT OF ALL REQUIRED AND NECESSARY PERMITS AND APPROVALS PRIOR TO THE COMMENCEMENT OF ANY WORK AND CERTIFICATE OF OCCUPANCY UPON COMPLETION OF PROJECT. CONTRACTOR SHALL FURNISH COPIES OF PERMITS, INSPECTIONS AND CERTIFICATES TO OWNER. 7. WHERE A DETAIL IS SHOWN FOR ONE CONDITION IT SHALL APPLY TO ALL LIKE OR SIMILAR CONDITIONS THOUGH NOT SPECIFICALLY MARKED. 8. THE CONTRACTOR SHALL PROVIDE ALL INCIDENTAL ITEMS, INCLUDING ITEMS NOT SPECIFICALLY DESCRIBED OR DETAILED, REQUIRED FOR A COMPLETE OPERATIONAL BUILDING READY FOR OCCUPANCY AND FOR THE COMPLETION OF THE WORK. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING ALL WORK DURING CONSTRUCTION AND IMPLEMENTATION OF ALL SAFETY PROCEDURES IN ACCORDANCE WITH ALL APPLICABLE CODES. 10. CONTRACTOR SHALL PROVIDE ADEQUATE BLOCKING FOR ALL WALL MOUNTED ACCESSORIES AND EQUIPMENT. 11. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY, UNRELIEVED BY REVIEW OF SHOP DRAWINGS OR PERIODIC OBSERVATION OF CONSTRUCTION, FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS, FOR FABRICATION PROCESSES AND CONSTRUCTION TECHNIQUES, AND FOR SAFE CONDITIONS ON THE JOB SITE. 12. ALL REQUESTS FOR SUBSTITUTIONS OF ALL SPECIFIED ITEMS SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND WILL BE CONSIDERED ONLY IF THE ALTERNATE PROPOSED IS PROVEN TO BE MORE ADVANTAGEOUS TO OWNER WITH RESPECT TO DELIVERY DATE, QUALITY OR COST. UNDER NO CIRCUMSTANCES WILL THE ARCHITECT BE REQUIRED TO PROVE THAT A PRODUCT PROPOSED FOR SUBSTITUTION IS OR IS NOT OF EQUAL QUALITY TO THE PRODUCT SPECIFIED. 13. FIRE BARRIERS SHALL BE CONTINUOUS FROM OUTSIDE WALL TO OUTSIDE WALL, FROM ANOTHER FIRE BARRIER TO FIRE BARRIER, OR A COMBINATION THEREOF, INCLUDING CONTINUITY THROUGH ALL CONCEALED SPACES SUCH AS THOSE FOUND ABOVE A CEILING INCLUDING INTERSTITIAL SPACES. 14. ALL OPENINGS PENETRATING THESE WALL SYSTEMS AND ALL FLOOR -TO -FLOOR OPENINGS SHALL BE SEALED WITH FIRESTOPPING MATERIALS WITH A MINIMUM FIRE RATING THE SAME AS THE FIRE RATING PENETRATED, ALL PIPES, CONDUITS, BUS DUCTS, CABLES, WIRES, AIR DUCTWORK AND SIMILAR BUILDING SERVICE EQUIPMENT PENETRATING FIRE RATED WALL SYSTEMS SHALL BE EFFECTIVELY FIRESTOPPED. FIRESPTOPPING MATERIALS OR SYSTEMS USED SHALL CONFORM TO ASTM E814 OR UL1479. 15. THESE DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF FRA ENGINEERING AND MAY NOT BE ALTERED, CHANGED, COPIED, REPRODUCED, OR UTILIZED IN ANY WAY WITHOUT PRIOR WRITTEN PERMISSION. 16. T.Y. LIN INTERNATIONAL RESERVES AND RETAINS ALL RIGHTS TO THESE DOCUMENTS, INCLUDING THE COPYRIGHT, UNDER THE AUTHORITY OF THE ARCHITECTURAL WORKS COPYRIGHT PRO-rECTION ACT OF 1990. 17. THESE DOCUMENTS ARE LIMITED TO A SINGLE USE AND ARE SUBJECT TO A DISCRETIONARY RESIDUAL FEE FOR ANY REPETITIVE OR UNAUTHORIZED USE. 18. DO NOT SCALE DRAWINGS. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. 19. INTERIOR FINISHES SHALL BE CLASS A FOR EXITS, CLASS A AND B FOR EXIT ACCESS AND A, B OR C FOR ALL OTHER SPACES. 20. ALL DOOR HARDWARE SHALL BE LEVER TYPE, PUSH - PULLS, OR PANIC DEVICES PER LOCAL ACCESSIBILITY CODE AND ADAAG. 21.' EGRESS DOORS SHALL HAVE PANIC HARDWARE WITHOUT INTERIOR KEYED LOCKS. PANIC HARDWARE SHALL HAVE EXTERIOR NIGHT LATCH CYLINDER. 22. EXTERIOR DIMENSIONS ARE TO FACE OF MASONRY OR FRAMING UNLESS OTHERWISE NOTED. 23. INTERIOR. DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED, 24.', NO FIRE ALARM, FIRE SPRINKLER OR SMOKE DETECTOR WITHIN 20 FT. OF AREA OF WORK k. titop, D I \/F- -=7HFU ELEVATION NT5 NEW DRIVE -THRU WINDOW NOTE: CONTRACTOR TO REPLACE EXISTING DRIVE -THRU WINDOW AT OWNER'S /PROJECT MANAGER'S DISCRETION. NEW TO BE READY - ACCESS GRAVITY SLIDE ® N a L0 1 Y a 0 � N Q � aQ° W Lo gwOf J � C7 c� w Q z z o g a z O a- UD a z 0 w 0 u� W 0 z AHMAL) F 1.'AMJVIOUD FLOR{��P y't�a Aq 13 ' V'94,Nki. d� � f P It �f DATE rry M J � L.L r w" to J m `� C�7 O J 0Q o U a ro C? pp pi co �j u Lq U K) M w M z Qo J � Q o I N m U N U z� J Q� Q � J V) _J b U') a p W T J w Q W �E O vi p Z o U w� m w�1 U �- z z w a o w � � J � � U PROJECT NO.: PROJ. MGR.: 550891.10 AAH DATE: DRWN. BY: 10/01/08 AW SCALE: CHKD. BY: AS SHOWN GAV DRAWING NO: 1 of 2 BOND BEAM LE L - F FACE OF FACE OF OPENING OPENING 2 COURSES OF SOLID BLOCK CMU AL 0 : ENING SCHEDULE TRG. DOUBLE ANGLE LINTEL 2 COURSES OF SOLID BLOCK ETA: DRIVE -THRU WINDOW DATA: WIND DATA: WIDTH: 4' -0" WIND VELOCITY- =14OMPH HEIGHT: 5' -0" IMPORTANCE FACTOR: 1 =1.0 EDGE OF WINDOW IS 37' -8" FROM THE WIND EXPOSURE B 1; 30PSF EAST CWNER. USE ZONE 4 DATA FROM rHTOE BUILDING IS TOTALLY ENCLOSED FBC TABLE 1609.6.2.1(2) INTERNAL PE.RSSURE COEFFICIENT= 0.18 FBC SECTION 1609 TABLE 1609.9.2.1(2): MAXIMUM POSITIVE PRESSURE = 33.7 PSF MAXIMUM NEGATIVE PRESSURE _ -36.7 PSF I NDO/N DETA I L AND /N I ND FRESSURE SGALE: N.T.5. GENERAL NOTES 1. THE CONTRACTOR SHALL VISIT THE SITE, BECOME FAMILIAR WITH THE LOCAL CONDITIONS UNDER WHICH THE WORK WILL BE PERFORMED, AND CORRELATE PERSONAL I )BSCRVATIONS WI IH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 2. THE GENERAL CONTRACTOR SHALL VERIFY ALL DATA, DIMENSIONS, NOTES, AND SPECIFICATIONS SHOWN HEREON, PRIOR TO ORDERING OR INSTALLING MATERIALS. CONTRACTOR IS RESPONSIBLE TO NOTIFY FRA ENGINEERING OF ANY DISCREPANCIES, ERRORS, OR OMISSIONS, PRIOR TO THE START OF WORK. 3. THE CONTRACTOR SHALL VERIFY AND LOCATE EXISTING UTILITIES, INCLUDING THE DRAIN LINE PRIOR TO COMMENCING WITH THE WORK. THE CONTRACTOR SHALL EXERCISE CAUTION IN ORDER NOT TO DISTURB NEARBY UTILITIES. 4. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL RELATED TRADES AND VENDORS NECESSARY FOR THE COMPLETION OF THE JOB ON A TIMELY BASIS. CONTACTOR SHALL ALSO BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES, SEQUENCES, TECHNIQUES, AND SAFETY PRECAUTIONS RELATED TO WORK PERFORMED HEREUNDER. 5. ALL DIMENSIONS ON ARCHITECTURAL DRAWINGS TO BE CHECKED AND VERIFIED BY THE GENERAL CONTRACTOR AND ANY DISCREPANCIES ARE TO BE REPORTED TO THE ARCHITECT IMMEDIATELY. 6. ALL WORK PERFORMED SHALL BE IN STRICT COMPLIANCE WITH GOVERNING FEDERAL, STATE, AND LOCAL BUILDING CODE REQUIREMENTS, EXECUTED IN ACCORDANCE WITH ACCEPTED INDUSTRY STANDARDS, AND CONFORM TO SPECIFIC REGULATIONS AS MANDATED BY THE OWNER, THE TENANT, AND THE ARCHITECT. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO INSURE THE PROCUREMENT OF ALL REQUIRED AND NECESSARY PERMITS AND APPROVALS PRIOR TO THE COMMENCEMENT OF ANY WORK AND CERTIFICATE OF OCCUPANCY UPON COMPLETION OF PROJECT. CONTRACTOR SHALL FURNISH COPIES OF PERMITS, INSPECTIONS AND CERTIFICATES TO OWNER. 7. WHERE A DETAIL IS SHOWN FOR ONE CONDITION IT SHALL APPLY TO ALL LIKE OR SIMILAR CONDITIONS THOUGH NOT SPECIFICALLY MARKED. 8. THE CONTRACTOR SHALL PROVIDE ALL INCIDENTAL ITEMS, INCLUDING ITEMS NOT SPECIFICALLY DESCRIBED OR DETAILED, REQUIRED FOR A COMPLETE OPERATIONAL BUILDING READY FOR OCCUPANCY AND FOR THE COMPLETION OF THE WORK. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING ALL WORK DURING CONSTRUCTION AND IMPLEMENTATION OF ALL SAFETY PROCEDURES IN ACCORDANCE WITH ALL APPLICABLE CODES. 10. CONTRACTOR SHALL PROVIDE ADEQUATE BLOCKING FOR ALL WALL MOUNTED ACCESSORIES AND EQUIPMENT. 11. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY, UNRELIEVED BY REVIEW OF SHOP DRAWINGS OR PERIODIC OBSERVATION OF CONSTRUCTION, FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS, FOR FABRICATION PROCESSES AND CONSTRUCTION TECHNIQUES, AND FOR SAFE CONDITIONS ON THE JOB SITE. 12. ALL REQUESTS FOR SUBSTITUTIONS OF ALL SPECIFIED ITEMS SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND WILL BE CONSIDERED ONLY IF THE ALTERNATE PROPOSED IS PROVEN TO BE MORE ADVANTAGEOUS TO OWNER WITH RESPECT TO DELIVERY DATE, QUALITY OR COST. UNDER NO CIRCUMSTANCES WILL THE ARCHITECT BE REQUIRED TO PROVE THAT A PRODUCT PROPOSED FOR SUBSTITUTION IS OR IS NOT OF EQUAL QUALITY TO THE PRODUCT SPECIFIED. 13. FIRE BARRIERS SHALL BE CONTINUOUS FROM OUTSIDE WALL TO OUTSIDE WALL, FROM ANOTHER FIRE BARRIER TO FIRE BARRIER, OR A COMBINATION THEREOF, INCLUDING CONTINUITY THROUGH ALL CONCEALED SPACES SUCH AS THOSE FOUND ABOVE A CEILING INCLUDING INTERSTITIAL SPACES. 14. ALL OPENINGS PENETRATING THESE WALL SYSTEMS AND ALL FLOOR -TO -FLOOR OPENINGS SHALL BE SEALED WITH FIRESTOPPING MATERIALS WITH A MINIMUM FIRE RATING THE SAME AS THE FIRE RATING PENETRATED, ALL PIPES, CONDUITS, BUS DUCTS, CABLES, WIRES, AIR DUCTWORK AND SIMILAR BUILDING SERVICE EQUIPMENT PENETRATING FIRE RATED WALL SYSTEMS SHALL BE EFFECTIVELY FIRESTOPPED. FIRESPTOPPING MATERIALS OR SYSTEMS USED SHALL CONFORM TO ASTM E814 OR UL1479. 15. THESE DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF FRA ENGINEERING AND MAY NOT BE ALTERED, CHANGED, COPIED, REPRODUCED, OR UTILIZED IN ANY WAY WITHOUT PRIOR WRITTEN PERMISSION. 16. T.Y. LIN INTERNATIONAL RESERVES AND RETAINS ALL RIGHTS TO THESE DOCUMENTS, INCLUDING THE COPYRIGHT, UNDER THE AUTHORITY OF THE ARCHITECTURAL WORKS COPYRIGHT PRO-rECTION ACT OF 1990. 17. THESE DOCUMENTS ARE LIMITED TO A SINGLE USE AND ARE SUBJECT TO A DISCRETIONARY RESIDUAL FEE FOR ANY REPETITIVE OR UNAUTHORIZED USE. 18. DO NOT SCALE DRAWINGS. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. 19. INTERIOR FINISHES SHALL BE CLASS A FOR EXITS, CLASS A AND B FOR EXIT ACCESS AND A, B OR C FOR ALL OTHER SPACES. 20. ALL DOOR HARDWARE SHALL BE LEVER TYPE, PUSH - PULLS, OR PANIC DEVICES PER LOCAL ACCESSIBILITY CODE AND ADAAG. 21.' EGRESS DOORS SHALL HAVE PANIC HARDWARE WITHOUT INTERIOR KEYED LOCKS. PANIC HARDWARE SHALL HAVE EXTERIOR NIGHT LATCH CYLINDER. 22. EXTERIOR DIMENSIONS ARE TO FACE OF MASONRY OR FRAMING UNLESS OTHERWISE NOTED. 23. INTERIOR. DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED, 24.', NO FIRE ALARM, FIRE SPRINKLER OR SMOKE DETECTOR WITHIN 20 FT. OF AREA OF WORK k. titop, D I \/F- -=7HFU ELEVATION NT5 NEW DRIVE -THRU WINDOW NOTE: CONTRACTOR TO REPLACE EXISTING DRIVE -THRU WINDOW AT OWNER'S /PROJECT MANAGER'S DISCRETION. NEW TO BE READY - ACCESS GRAVITY SLIDE ® N a L0 1 Y a 0 � N Q � aQ° W Lo gwOf J � C7 c� w Q z z o g a z O a- UD a z 0 w 0 u� W 0 z AHMAL) F 1.'AMJVIOUD FLOR{��P y't�a Aq 13 ' V'94,Nki. d� � f P It �f DATE rry M J � L.L r w" to J m `� C�7 O J 0Q o U a ro C? pp pi co �j u Lq U K) M w M z Qo J � Q o I N m U N U z� J Q� Q � J V) _J b U') a p W T J w Q W �E O vi p Z o U w� m w�1 U �- z z w a o w � � J � � U PROJECT NO.: PROJ. MGR.: 550891.10 AAH DATE: DRWN. BY: 10/01/08 AW SCALE: CHKD. BY: AS SHOWN GAV DRAWING NO: 1 of 2 I NDO/N DETA I L AND /N I ND FRESSURE SGALE: N.T.5. GENERAL NOTES 1. THE CONTRACTOR SHALL VISIT THE SITE, BECOME FAMILIAR WITH THE LOCAL CONDITIONS UNDER WHICH THE WORK WILL BE PERFORMED, AND CORRELATE PERSONAL I )BSCRVATIONS WI IH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 2. THE GENERAL CONTRACTOR SHALL VERIFY ALL DATA, DIMENSIONS, NOTES, AND SPECIFICATIONS SHOWN HEREON, PRIOR TO ORDERING OR INSTALLING MATERIALS. CONTRACTOR IS RESPONSIBLE TO NOTIFY FRA ENGINEERING OF ANY DISCREPANCIES, ERRORS, OR OMISSIONS, PRIOR TO THE START OF WORK. 3. THE CONTRACTOR SHALL VERIFY AND LOCATE EXISTING UTILITIES, INCLUDING THE DRAIN LINE PRIOR TO COMMENCING WITH THE WORK. THE CONTRACTOR SHALL EXERCISE CAUTION IN ORDER NOT TO DISTURB NEARBY UTILITIES. 4. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL RELATED TRADES AND VENDORS NECESSARY FOR THE COMPLETION OF THE JOB ON A TIMELY BASIS. CONTACTOR SHALL ALSO BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES, SEQUENCES, TECHNIQUES, AND SAFETY PRECAUTIONS RELATED TO WORK PERFORMED HEREUNDER. 5. ALL DIMENSIONS ON ARCHITECTURAL DRAWINGS TO BE CHECKED AND VERIFIED BY THE GENERAL CONTRACTOR AND ANY DISCREPANCIES ARE TO BE REPORTED TO THE ARCHITECT IMMEDIATELY. 6. ALL WORK PERFORMED SHALL BE IN STRICT COMPLIANCE WITH GOVERNING FEDERAL, STATE, AND LOCAL BUILDING CODE REQUIREMENTS, EXECUTED IN ACCORDANCE WITH ACCEPTED INDUSTRY STANDARDS, AND CONFORM TO SPECIFIC REGULATIONS AS MANDATED BY THE OWNER, THE TENANT, AND THE ARCHITECT. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO INSURE THE PROCUREMENT OF ALL REQUIRED AND NECESSARY PERMITS AND APPROVALS PRIOR TO THE COMMENCEMENT OF ANY WORK AND CERTIFICATE OF OCCUPANCY UPON COMPLETION OF PROJECT. CONTRACTOR SHALL FURNISH COPIES OF PERMITS, INSPECTIONS AND CERTIFICATES TO OWNER. 7. WHERE A DETAIL IS SHOWN FOR ONE CONDITION IT SHALL APPLY TO ALL LIKE OR SIMILAR CONDITIONS THOUGH NOT SPECIFICALLY MARKED. 8. THE CONTRACTOR SHALL PROVIDE ALL INCIDENTAL ITEMS, INCLUDING ITEMS NOT SPECIFICALLY DESCRIBED OR DETAILED, REQUIRED FOR A COMPLETE OPERATIONAL BUILDING READY FOR OCCUPANCY AND FOR THE COMPLETION OF THE WORK. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING ALL WORK DURING CONSTRUCTION AND IMPLEMENTATION OF ALL SAFETY PROCEDURES IN ACCORDANCE WITH ALL APPLICABLE CODES. 10. CONTRACTOR SHALL PROVIDE ADEQUATE BLOCKING FOR ALL WALL MOUNTED ACCESSORIES AND EQUIPMENT. 11. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY, UNRELIEVED BY REVIEW OF SHOP DRAWINGS OR PERIODIC OBSERVATION OF CONSTRUCTION, FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS, FOR FABRICATION PROCESSES AND CONSTRUCTION TECHNIQUES, AND FOR SAFE CONDITIONS ON THE JOB SITE. 12. ALL REQUESTS FOR SUBSTITUTIONS OF ALL SPECIFIED ITEMS SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND WILL BE CONSIDERED ONLY IF THE ALTERNATE PROPOSED IS PROVEN TO BE MORE ADVANTAGEOUS TO OWNER WITH RESPECT TO DELIVERY DATE, QUALITY OR COST. UNDER NO CIRCUMSTANCES WILL THE ARCHITECT BE REQUIRED TO PROVE THAT A PRODUCT PROPOSED FOR SUBSTITUTION IS OR IS NOT OF EQUAL QUALITY TO THE PRODUCT SPECIFIED. 13. FIRE BARRIERS SHALL BE CONTINUOUS FROM OUTSIDE WALL TO OUTSIDE WALL, FROM ANOTHER FIRE BARRIER TO FIRE BARRIER, OR A COMBINATION THEREOF, INCLUDING CONTINUITY THROUGH ALL CONCEALED SPACES SUCH AS THOSE FOUND ABOVE A CEILING INCLUDING INTERSTITIAL SPACES. 14. ALL OPENINGS PENETRATING THESE WALL SYSTEMS AND ALL FLOOR -TO -FLOOR OPENINGS SHALL BE SEALED WITH FIRESTOPPING MATERIALS WITH A MINIMUM FIRE RATING THE SAME AS THE FIRE RATING PENETRATED, ALL PIPES, CONDUITS, BUS DUCTS, CABLES, WIRES, AIR DUCTWORK AND SIMILAR BUILDING SERVICE EQUIPMENT PENETRATING FIRE RATED WALL SYSTEMS SHALL BE EFFECTIVELY FIRESTOPPED. FIRESPTOPPING MATERIALS OR SYSTEMS USED SHALL CONFORM TO ASTM E814 OR UL1479. 15. THESE DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF FRA ENGINEERING AND MAY NOT BE ALTERED, CHANGED, COPIED, REPRODUCED, OR UTILIZED IN ANY WAY WITHOUT PRIOR WRITTEN PERMISSION. 16. T.Y. LIN INTERNATIONAL RESERVES AND RETAINS ALL RIGHTS TO THESE DOCUMENTS, INCLUDING THE COPYRIGHT, UNDER THE AUTHORITY OF THE ARCHITECTURAL WORKS COPYRIGHT PRO-rECTION ACT OF 1990. 17. THESE DOCUMENTS ARE LIMITED TO A SINGLE USE AND ARE SUBJECT TO A DISCRETIONARY RESIDUAL FEE FOR ANY REPETITIVE OR UNAUTHORIZED USE. 18. DO NOT SCALE DRAWINGS. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. 19. INTERIOR FINISHES SHALL BE CLASS A FOR EXITS, CLASS A AND B FOR EXIT ACCESS AND A, B OR C FOR ALL OTHER SPACES. 20. ALL DOOR HARDWARE SHALL BE LEVER TYPE, PUSH - PULLS, OR PANIC DEVICES PER LOCAL ACCESSIBILITY CODE AND ADAAG. 21.' EGRESS DOORS SHALL HAVE PANIC HARDWARE WITHOUT INTERIOR KEYED LOCKS. PANIC HARDWARE SHALL HAVE EXTERIOR NIGHT LATCH CYLINDER. 22. EXTERIOR DIMENSIONS ARE TO FACE OF MASONRY OR FRAMING UNLESS OTHERWISE NOTED. 23. INTERIOR. DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED, 24.', NO FIRE ALARM, FIRE SPRINKLER OR SMOKE DETECTOR WITHIN 20 FT. OF AREA OF WORK k. titop, D I \/F- -=7HFU ELEVATION NT5 NEW DRIVE -THRU WINDOW NOTE: CONTRACTOR TO REPLACE EXISTING DRIVE -THRU WINDOW AT OWNER'S /PROJECT MANAGER'S DISCRETION. NEW TO BE READY - ACCESS GRAVITY SLIDE ® N a L0 1 Y a 0 � N Q � aQ° W Lo gwOf J � C7 c� w Q z z o g a z O a- UD a z 0 w 0 u� W 0 z AHMAL) F 1.'AMJVIOUD FLOR{��P y't�a Aq 13 ' V'94,Nki. d� � f P It �f DATE rry M J � L.L r w" to J m `� C�7 O J 0Q o U a ro C? pp pi co �j u Lq U K) M w M z Qo J � Q o I N m U N U z� J Q� Q � J V) _J b U') a p W T J w Q W �E O vi p Z o U w� m w�1 U �- z z w a o w � � J � � U PROJECT NO.: PROJ. MGR.: 550891.10 AAH DATE: DRWN. BY: 10/01/08 AW SCALE: CHKD. BY: AS SHOWN GAV DRAWING NO: 1 of 2 AHMAL) F 1.'AMJVIOUD FLOR{��P y't�a Aq 13 ' V'94,Nki. d� � f P It �f DATE rry M J � L.L r w" to J m `� C�7 O J 0Q o U a ro C? pp pi co �j u Lq U K) M w M z Qo J � Q o I N m U N U z� J Q� Q � J V) _J b U') a p W T J w Q W �E O vi p Z o U w� m w�1 U �- z z w a o w � � J � � U PROJECT NO.: PROJ. MGR.: 550891.10 AAH DATE: DRWN. BY: 10/01/08 AW SCALE: CHKD. BY: AS SHOWN GAV DRAWING NO: 1 of 2 PROJECT NO.: PROJ. MGR.: 550891.10 AAH DATE: DRWN. BY: 10/01/08 AW SCALE: CHKD. BY: AS SHOWN GAV DRAWING NO: 1 of 2