14.3 - 1301 Shoal Creek Blvd - House Park - Site Plan and Drawings (5) — original pdf

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TYP ACCESSIBLE SINGLE OCCUPANT TOILET ROOM CONFIGURATIONS TOILET TYPES TOILET ACCESSORY LEGEND TA-1 GRAB BAR TA-7 SOAP DISPENSER- WALL MOUNT TA-8 FRAMED MIRROR TA-12 SANITARY NAPKIN DISPOSAL - WALL MOUNT TA-14 ROBE HOOK TA-15 UTILITY SHELF TA-17 SURFACE-MOUNTED PAPER TOWEL DISPENSER TA-25 TOILET TISSUE DISPENSER - TWIN JUMBO ROLL C.F.C.I. O.F.C.I. C.F.C.I. C.F.C.I. C.F.C.I. C.F.C.I. O.F.C.I. O.F.C.I. 2'-3" 5'-0" 5'-0" " 0 - ' 5 TA-14 <T1> 4'-0" " 5 - ' 1 17" " 7 - ' 4 " 6 - ' 7 R A E L C N M I " 5 - ' 1 " 7 - ' 4 " 6 - ' 7 R A E L C N M I " 0 - ' 3 " 6 FLOOR PLAN DESIGNATIONS <WS1> 8'-0" MIN CLEAR DOOR SWING IN FRONT OF LAVATORY <TR1> I N M " 5 1 " 5 X A M 4'-6" 1'-6" 1'-6" 4'-6" 1'-6" 1'-6" 1'-3" 1'-3" " 0 - ' 2 X A M " 7 - ' 1 30" X 48" CLEAR FLOOR SPACE STANDING LOCATION STANDING LOCATION " 6 - ' 1 A L C O V E 30" X 48" CLEAR FLOOR SPACE PLACE WATER FOUNTAIN FIXTURES IN AN ALCOVE TO PROVIDE FOR CANE DETECTION OR PROVIDE A CANE DETECTION SKIRT PLAN ACCESSIBLE RECESSED WATER FOUNTAIN <EWC1> <EWC3> PLAN ACCESSIBLE WALL MOUNTED WATER FOUNTAIN <EWC2> <EWC4> Has Bottle Filler <WS1> LAVATORY AND SINK NOTE: LAVATORY AND SINK ACCESSORIES MOUNTED TO WALL PERPENDICULAR TO PLUMBING WALL SHALL NOT EXTEND PAST LEADING EDGE OF SINK OR MORE THAN 4" INTO THE CLEAR FLOOR SPACE. 6'-10" MIN CLEAR IN SINGLE OCCUPANT TOILET ROOMS, THE DOOR SWING IS ALLOWED TO OVERLAP ALL CLEARANCES IF A 30X48 CLEAR AREA IS PROVIDED OUTSIDE OF THE DOOR SWING - TDLR TAS 603.2.3 EXCEPTION 2 3" MIN 1'-3" 1'-3" 1'-2" " 5 - ' 1 " 0 - ' 4 " 5 - ' 1 " 0 - ' 4 " 4 / 1 6 - ' 1 TA-8 TA-7 TA-17 " 4 / 1 6 - ' 1 TA-7 TA-8 TA-17 30" X 48" CLEAR FLOOR SPACE 30" X 48" CLEAR FLOOR SPACE ACCESSIBLE LAVATORY WITH ADJACENT WALL ACCESSIBLE LAVATORY 40" MAX. FOR MIRRORS INSTALLED ABOVE LAVATORIES OR COUNTERTOPS. 35" MAX. FOR MIRRORS NOT INSTALLED ABOVE LAVATORIES OR COUNTERTOPS. 1'-4" TA-15 TA-15 " 4 - ' 2 " 4 - ' 1 1'-0" 2'-4" " 0 - ' 3 " 6 " 0 - ' 1 . X A M " 8 4 PLAN ELEVATION FLOOR PLAN DESIGNATIONS <MS1> MOP SINK CLEAR AROUND GRAB BARS - 12" ABOVE AND 1.5" BELOW TA-25 TA-1 TA-1 I T H G E H T A E S " 9 1 - " 7 1 X A M " 1 3 P O T O T " 4 3 8" " 5 1 I N M SEAT DISPENSER GRAB BAR ACCESSIBLE WATER CLOSET AND GRAB BAR MOUNTING HEIGHTS WATER FOUNTAINS LAVATORY TYPES - WALL MOUNTED SINK TYPES - COUNTER MOUNTED 17" MIN I N M " 9 R L C E O T 8" MIN I N M " 7 2 X A M " 4 3 11" MIN 6" MAX TOE CLEARANCE ACCESSIBLE LAVATORY TA-17 TA-7 4" MAX X A M " 3 4 - " 8 3 " 0 - ' 3 X A M " 6 3 " 7 2 " 8 2 1 9/ 9 3 - ' 2 I T H G E H T U O P S O T X A M " 8 4 E L B A R E P O E R U T A E F " 2 3 / 9 2 9 - ' 3 O T X A M " 8 4 E L B A R E P O E R U T A E F " 2 3 / 9 2 9 - ' 3 TA-8 TA-14 O T X A M " 0 4 I E V T C E L F E R E C A F R U S " 4 / 3 0 1 - ' 2 O T X A M " 5 3 I E V T C E L F E R E C A F R U S " 4 / 3 0 1 - ' 2 X A M " 8 4 D L I H C X A M " 0 4 X A M " 0 - ' 4 X A M " 0 - ' 4 ACCESSIBLE WATER FOUNTAIN PAPER TOWEL DISPENSER SOAP DISPENSER MIRROR COAT HOOK FIRE EXTINGUISHER CABINET OR BRACKET F F A " 7 2 T C A X E " 4 3 - " 8 2 BABY CHANGING TABLE TOILET NOTES: 1. FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET NO MORE THAN 24" AFF 2. TA-12 ONLY OCCURS AT WOMEN'S RESTROOMS " 8 " 0 - ' 5 R A E L C . I N M " 8 - ' 4 I N M " 4 5 " 0 - ' 4 " 8 5'-0" MIN. CLEAR 2'-4" 1'-5" 1'-2" TA-1 TA-12 TA-25 TA-1 60" X 60" CLEAR FLOOR SPACE FLOOR PLAN DESIGNATIONS <T1> PUBLIC ACCESSIBLE TOILET ACCESSIBLE COUNTER 34" MAX HEIGHT TO RIM OF SINK ACCESSIBLE COUNTER 34" MAX HEIGHT TO RIM OF SINK 1'-2" 1'-2" " 5 - ' 1 " 0 - ' 4 TA-7 TA-8 TA-17 " 5 - ' 1 " 0 - ' 4 TA-7 TA-8 TA-17 3" 1'-3" 1'-3" 1'-3" 1'-3" ACCESSIBLE / NON-ACCESSIBLE SINK ADJACENT TO WALL ACCESSIBLE / NON- ACCESSIBLE SINK <CS1> LAVATORY AND SINK NOTES: 1. LAVATORY AND SINK ACCESSORIES MOUNTED TO WALL PERPENDICULAR TO PLUMBING WALL SHALL NOT EXTEND PAST LEADING EDGE OF SINK OR MORE THAN 4" INTO THE CLEAR FLOOR SPACE. 2. REFERENCE FLOOR PLAN FOR ACTUAL SINK FIXTURE TYPE. (DROP-IN SHOWN.) . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 1 0 : 5 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A GENERAL NOTES 1. TYPICAL LAYOUTS ARE REFERENCED ON THE FLOOR PLANS WITH <???> DESIGNATIONS 2. REFER TO FLOOR PLANS FOR ADDITIONAL ACCESSORIES OR OTHER BUILDING ELEMENTS THAT ARE NOT SHOWN IN THE TYPICAL LAYOUTS ON THIS SHEET 3. THE FIXTURE GRAPHICS ON THIS SHEET DO NOT REPRESENT THE FIXTURE TYPES FOR THE PROJECT, REFER TO PLUMBING DRAWINGS FOR ACTUAL FIXTURE TYPES . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS TYPICAL SPACE LAYOUTS WITH ACCESSORIES AND EQUIPMENT A0.2 05/10/2024. C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 4 0 : 5 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A T E E R T H S T 5 . 1 W 115 121 A.I.S.D. EXISTING LOT 115 110 1 A3.2 1 A3.1 1 A3.3 DN UP UP 102 110 109 114 104 5 A1.3 107 105 106 DN 109 1 A1.3 DN DN DN 122 122 122 110 G 10 20 30 40 50 40 30 20 10 G 115 T E E R T S H T 5 1 120 DN DN ARCHITECTURAL SITE PLAN 1 SCALE: 1" = 30'-0" G 10 20 30 40 50 40 30 20 10 G 4 A1.3 DN 103 109 3 A1.3 DN 109 107 DN 105 106 107 6 A1.3 118 115 119 NORTH LAMAR BLVD. 115 112 A.I.S.D. 113 108 115 S H O A L C R E E K B L V D . KEYNOTE LEGEND 102 CONCRETE SIDEWALK. RE: CIVIL 103 CONCRETE ADA RAMP. RE: CIVIL 104 ASPHALT PAVING. RE: CIVIL 105 ALTERNATE#1: PAINT EXISTING WALLS AND COLUMNS THAT WERE PREVIOUSLY PAINTED OF THE GRANDSTANDS. 106 REMOVE AND REPLACE EXISTING HANDRAILS. PAINT ALL EXISTING HANDRAILS AT THE GRANDSTANDS. REFER TO SHEET A1.4 FOR DETAILS 107 REPAIR EXISTING CONCRETE GRANDSTAND. RE: STRUCTURAL 108 REPAIR EXISTING SCOREBOARD. RE: STRUCTURAL 109 EXISTING LIGHT POLE 110 EXISTING FIRE HYDRANT 111 FOOT TRAFFIC STRIPES RE:CIVIL 112 REFER TO CIVIL SITE PLAN FOR IMPROVEMENTS TO ADA PARKING 113 EXISTING FLAGPOLES 114 MAINTAIN 24/7 ACCESS TO COMMUNICATION TOWER AT ALL TIMES DURING CONSTRUCTION 115 EXISTING CHAIN LINK FENCE 118 REMOVE EXISTING RAMP AND RAILINGS. INSTALL NEW CONCRETE PAVING AND RETAINING WALL. RE: CIVIL AND STRUCTURAL 119 NORTH GATE. KEEP ACCESS UNOBSTRUCTED AT ALL TIMES DURING CONSTRUCTYION 120 NORTH DRIVE. KEEP UNOBSTRUCTED AT ALL TIMES DURING CONSTRUCTION. 121 122 TENTATIVE CONSTRUCTION STAGING AREA PER OWNER'S DISCRETION. EXISTING CHAIN LINK FENCE. REPAIR & REPLACE RE; STRUCTURAL ARCHITECTURAL SITE PLAN LINETYPES PROPERTY LINES . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A N N TRUE NORTH PLAN NORTH NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS ARCHITECTURAL SITE PLAN A1.1 05/10/2024. C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 5 0 : 5 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A 3 A2.1 DN 3x A2.1 DN 211 212 EAST GRANDSTANDS CONCESSIONS 1 SCALE: 1" = 10'-0" 206 205 207 205 209 208 208 WEST GRANDSTANDS CONCESSIONS 2 SCALE: 1" = 10'-0" DN 205 205 KEYNOTE LEGEND 205 EXISTING FENCE TO REMAIN. SEE STRUCTURAL FOR REPAIR/REPLACEMENT OF EXISTING FENCE POSTS 206 REMOVE EXISTING RAMP AND RAILINGS. 207 REMOVE EXISTING FENCE. SALVAGE HORIZONTAL POST AND SCREEN. PAVING UNDER. 208 REMOVE EXISTING CONCRETE SLAB. PATCH ASPHALT 209 REMOVE EXISTING RAILINGS AND POSTS. PATCH EXISTING CONCRETE SLAB. 211 REMOVE EXISTING RAMP AND RAILINGS. INSTALL NEW CONCRETE PAVING AND RETAINING WALL. RE: CIVIL AND STRUCTURAL 212 REMOVE EXISTING ASPHALT PAVING. INSTALL NEW ASPHALT PAVING. RE: CIVIL 206 207 206 . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A KEY PLAN N N TRUE NORTH PLAN NORTH NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS ENLARGED ARCHITECTURAL SITE DEMO PLAN A1.2 05/10/2024. C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 8 0 : 5 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A DN 101 102 6'-0" 15'-0" 5'-8" 103 1" / 1'-0" ||R4-GL|| DN 475' - 1 7/8" ø 5' - 0 1/2" 1'-0" " 2 / 1 7 " 6 - ' 4 " 6 - ' 4 " 6 - ' 4 " 2 / 1 4 - ' 4 " 8 - ' 8 1 ø 4' - 5" 1'-0" DN ||R4-GL|| 1" / 1'-0" 474' - 3 3/8" DN 1'-0" 1" / 1'-0" ||R4-GL|| " 4 / 1 1 - ' 5 ø " 3 - ' 3 " 2 / 1 8 - ' 3 " 1 1 - ' 3 16'-0" 22'-0" EXISTING NEW 476' - 4 7/8" 2 A1.3 ||R4-GL|| ||R4-GL|| UP " 2 - ' 5 1'-0" " 2 / 1 7 5'-0" 1'-0" EXISTING GRANDSTANDS SITE STAIR 1 AND RAMP 1 - PLAN (EAST GRANDSTAND) 1 SCALE: 1/4" = 1'-0" 104 476' - 4 7/8" 1'-4" DN " 5 . V F . 1'-2" F.V. 18'-6" 1" / 1'-0" ||R4-GL|| 8'-4" 17'-6" ||R4-GL|| 474' - 10 3/8" DN " 5 - / + @ R 4 UP " 0 - ' 1 1'-0" 6'-4" 1'-0" 4 3 2 1 " 0 - ' 1 1" / 1'-0" ||R4-GL|| " 6 5 2 / 1 2 1 2 - ' 4 1'-0" 1'-0" " 5 - ' 5 " 0 - ' 1 " 0 - ' 3 SITE STAIR 2 AND RAMP 2 - PLAN (WEST GRANDSTAND) 3 SCALE: 1/4" = 1'-0" KEYNOTE LEGEND 101 NEW SIDEWALK 102 EXISTING LIGHT POLE 103 EXISTING CANOPY NEEDS TO BE RELOCATED; PATCH AND REPAIR AS NEEDED 104 ALIGN NEW RAILING WITH EXISTING FENCE 105 EXISTING GRANDSTANDS 106 NEW ASPHALT PAVING - REFER TO CIVIL 107 NEW LEVEL CONCRETE PAVING - REFER TO CIVIL X16 EXISTING GRANDSTANDS ||R4-GL|| ||R4-GL|| ||R4-GL|| 476' - 4 7/8" 475' - 1 7/8" 473' - 4 7/8" SITE STAIR 1 - SECTION 2 SCALE: 1/4" = 1'-0" . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A 106 107 10'-0 3/4" " 2 - ' 4 2 13'-10" " 2 - ' 0 2 105 1'-0" ||R2-GL|| 9'-0" 1'-4" " 6 - ' 5 " 4 / 1 5 - ' 4 1" / 1'-0" DN ||R2-GL|| " 4 . V F . 1'-2" F.V. SITE STAIR 3 AND RAMP 3 - PLAN (WEST GRANDSTAND) ASPHALT PAVING - PLAN (EAST GRANDSTAND) CONCRETE PAVING - PLAN (WEST GRANDSTAND) TRUE NORTH PLAN NORTH 5 SCALE: 1/4" = 1'-0" 6 SCALE: 1/4" = 1'-0" 4 SCALE: 1/4" = 1'-0" N N NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS ENLARGED ARCHITECTURAL SITE PLAN A1.3 05/10/2024. C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 0 1 : 5 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A 205 " 2'-6 2 207 21'-5" 205 205 204 22'-4" " 1 1 - ' 2 204 205 BUILDING ABOVE " 8 / 1 2 - ' 3 UP 15'-6" 44'-0 1/4" 3 A2.1 201 202 210 DEMOLITION PLAN - EASTERN GRANDSTANDS 1 SCALE: 1" = 10'-0" 214 214 213 DEMOLITION PLAN - WESTERN GRANDSTANDS 2 SCALE: 1" = 10'-0" 205 3 A2.1 201 202 210 BUILDING ABOVE 205 201 202 210 T.O. EXISTING GRANDSTANDS 500' - 10 7/8" FLOODPLAIN 480' - 0" GRADE 474' - 4 7/8" 04 - SECOND FLOOR 518' - 0" 201 202 04 - SECOND FLOOR 518' - 0" 03 - FIRST FLOOR 210 505' - 0" 03 - FIRST FLOOR 505' - 0" 02 - MECH MEZZANINE 493' - 0" 02 - MECH MEZZANINE 493' - 0" 211 01 - SAFE ACCESS LEVEL 482' - 0" 01 - SAFE ACCESS LEVEL 482' - 0" FLOODPLAIN 480' - 0" 00 - GRADE 474' - 4 7/8" 00 - GRADE GRADE 474' - 4 7/8" 474' - 4 7/8" EXISTING PRESS BOXES DEMO SECTION 3 SCALE: 1" = 10'-0" NOTE: REFERENCE CIVIL DEMO PLANS FOR CHANGES TO ADA PARKING DN DN 212 GENERAL DEMOLITION NOTES 1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND RELATED ITEMS REQUIRED TO COMPLETE THE DEMOLITION WORK AS INDICATED BT THE CONTRACT DOCUMENTS 2. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING HIS BEST SKILL AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL DEMOLITION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 3. THE CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES AND INSPECTIONS REQUIRED FOR THE EXECUTION OF THE WORK 4. SERVICE CONNECTIONS SHALL BE SAFELY REMOVED, CAPPED OR PLUGGED IN COMFORMITY WITH LOCAL LAWS AND ORDINANCES, REQUIREMENTS OF LOCAL UTILITY COMPANIES, AND THE NATIONAL BOARD OF FIRE UNDERWRITERS, AND IN SUCH MANNER AS TO NOT TO INTERFERE WITH USE OF THE OCCUPIED SPACES IN THE BUILDING 5. REMOVE ALL MISCELLANEOUS DEVICES AS REQUIED TO INSTALL NEW FINISHES, INCLUDED BUT NOT LIMITED TO PLUMBING FIXTURES, SIGNAGE, SWITCH PLATES, TELEVISION BRACKETS, WALL OUTLET COVERS, ETC. SAVE FOR REINSTALLATION AFTER COMPLETION OF FINISH WORK 6. CONTRACTOR TO COORDINATE WITH OWNER'S REPRESENTATIVE FOR ITEMS TO BE SALVAGED, INCLUDING BUT NOT LIMITED TO ICE MACHINE, VENDING MACHINES, AND ETC. 7. DASHED LINES INDICATE WALLS, DOORS, FIXTURES, CASEWORK, ETC. TO BE REMOVED IN THEIR ENTIRETY 8. ANY QUESTIONS CONCERNING OWNERSHIP OF SALVAGEABLE MATERIAL SHALL BE ANSWERED BY THE OWNER, OR THE OWNERS'S REPRESENTATIVE 9. INSTALL TEMPORARY DUST PARTITIONS WITH DOORS FOR CONSTRUCTION ACCESS AROUND AREAS OF WORK SO THAT OPERATIONS IN EXISTING ADJACENT AREAS REMAIN DUST FREE. MAINTAIN IN PLACE UNTIL COMPLETION OF CONSTRUCTION 10. IMMEDIATELY SEAL ALL PENETRATIONS IN EXISTING SLAB OPEN DURING DEMOLITION WITH FIRESTOPPING MATERIAL AND WATERPROOFING 11. SEAL ALL PENETRATIONS, NEW AND EXISTING, ABOVE CEILING AT FIRE RATED AND SMOKE PARTITIONS IN AREAS OF WORK AS REQUIRED TO MAINTAIN RATING 12. WEST PRESSBOX MAY BE USED UNTIL EAST PRESSBOX HAS BEEN COMPLETED. DEMO WEST PRESSBOX ONLY UPON COMPLETION OF EAST PRESSBOX. KEYNOTE LEGEND 201 REMOVE EXISTING PRESS BOX IN ITS ENTIRETY. 202 COORDINATE WITH OWNER ON ITEMS TO BE SALVAGED. 204 REMOVE AND SALVAGE EXISTING FENCE. 205 EXISTING FENCE TO REMAIN. 207 REMOVE EXISTING FENCE.SALVAGE HORIZONTAL POST AND SCREEN. 210 REMOVE EXISTING FILM DECK AND RETURN TO OWNER. SALVAGE DECK AND PIPE SUPPORT SYSTEM. PATCH POST PENETRATION AT CONCRETE. 211 REMOVE EXISTING RAMP AND RAILINGS. INSTALL NEW CONCRETE PAVING AND RETAINING WALL. RE: CIVIL 212 REMOVE EXISTING FENCE. SALVAGE HORIZONTAL POST AND SCREEN. SEE 2/A1.2 FOR EXTENT OF FENCE REMOVAL. 213 REMOVE EXISTING SIDEWALK AND ACCESS RAMP. RE: CIVIL 214 REMOVING EXISTING ACCESS RAMP. RE: CIVIL . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A KEY PLAN N N TRUE NORTH PLAN NORTH NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS DEMOLITION PLAN A2.1 05/10/20241 2 3 3.2 4 5 6 7 20'-1" 17'-9 1/2" 2'-0" 11'-10" 8'-1" 12'-8" 9'-1" " 8 2 1'-1 5/1 303 " 3'-4 G1 " 6 5 7/2 1 7'-4 1 S1 302 21'-6" 301 2'-6" 2 SA SB SC 1 A8.5 S2 302 STAIR S2 265 SF UP ||R5-1|| 302 316 3 1 A4.4 A4.4 161.00° 21'-2" 318 2 A4.4 1 A4.5 2 A4.5 23'-9 1/2" 320 9'-0" 6'-0" 6" 16'-6 3/8" 9 1/2" 2 A6.9 1 A8.7 302 1 A8.4 ||R5-1|| " 8 / 7 0 - ' 7 " 8 / 7 6 - ' 5 302 UP 1 A8.6 7'-6" 2 A4.8 300 1 F 3 A8.6 4 A6.9 302 " 8 / 5 1 1 " 8 / 7 2 - ' 7 3 A6.9 " 2 / 1 2 - ' 8 COLUMN BASE 8" FIRE RISER F1 ELEVATOR E1 7'-2 3/4" 2 A4.7 UP UP STAIR S1 198 SF 3'-5 7/8" 13'-0 1/2" 9 1/2" 316 317 EXISTING GRANDSTANDS 316 317 . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 2 1 : 5 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A A 302 9'-5" B C D SAFE ACCESS LEVEL PLAN 1 SCALE: 1/4" = 1'-0" GENERAL FLOOR PLAN NOTES 1. GENERAL PLAN NOTES APPLY TO ALL FLOOR PLANS. 2. ALL STUD PARTITIONS SHALL BE TYPE SA UNLESS NOTED OTHERWISE. 3. REFER TO SHEET A0.2 FOR ACCESSORIES AND SPACE TYPES SHOWN ON PLANS AS <###> 4. FLOOR PLAN DIMENSIONS ARE TO THE FINISHED FACE OF PARTITIONS UNLESS NOTED OTHERWISE 5. REFER TO SHEET A7.1 FOR PARTITION TYPES 6. REFER TO A10 SERIES FOR INTERIOR ELEVATION TAGS. KEYNOTE LEGEND 300 KNOX BOX, CFCI 301 NEW CHAIN LINK FENCE. REUSE SALVAGE HORIZONTAL POSTS AND SCREENS AS APPLICABLE. 302 PREFINISHED METAL DOWNSPOUT 303 NEW CHAIN LINK FENCE POST. TYP. 316 LINE OF BUILDING ABOVE 317 LINE OF GRANDSTAND ABOVE 318 LINE OF BRIDGE ABOVE 320 LINE OF CANOPY ABOVE 1 A4.6 1 A4.7 1 A4.8 " 4 - ' 6 " 0 - ' 1 " 0 - ' 0 1 " 0 - ' 6 1 " 6 - ' 7 A B C D 316 . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A KEY PLAN N N TRUE NORTH PLAN NORTH NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS FLOOR PLAN A3.0 05/10/2024. C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 4 1 : 5 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A S1 SA SB SC 3 5/8" 10'-2 3/8" 21'-2" STAIR S2 UP 265 SF 3'-4" 4'-0" 318 " 0 - ' 0 1 " 8 / 1 0 - ' 3 1 2 3 3.2 4 5 6 7 2 A4.4 1 A4.5 2 A4.5 1 A8.5 S2 11 1/8" 17'-9 1/2" 2'-0" 11'-10" 8'-1" 12'-8" 9'-1" 331 " 4 / 3 1 1 1'-0" 8" 3'-0" 4" 3'-0" 4" 3'-0" 4" 3'-0" " 4 / 3 4 316 2 A4.8 1 A8.7 2 A8.4 FIRE RISER F1 8W1 ELEVATOR E1 64 SF " 4 / 1 5 - ' 7 487' - 9" 493' - 6" UP UP STAIR S1 198 SF 2 A4.7 3 A4.4 1 A4.4 20'-1" 22'-2 1/8" 20'-6 5/8" 8'-1" " 7 - ' 7 " 4 / 3 9 1'-2" 304 1 " 8 / 5 3 - ' 6 " 8 / 5 3 - ' 6 9 1/8" FEC " 8 / 1 4 " 0 - ' 3 " 4 " 0 - ' 3 " 4 " 0 - ' 3 " 4 " 0 - ' 3 G2 " 4 " 2 / 1 2 - ' 9 1 332 " 8 / 1 1 1 - ' 1 3 1/2" A B C D " 0 - ' 6 1 305 " 8 / 3 7 - ' 7 MECH MEZZANINE 001 663 SF 334 " 8 / 5 6 - ' 2 3 332 " 8 / 7 1 1 - ' 1 1 " 4 " 0 1 - ' 9 1 331 " 0 - ' 3 " 4 " 0 - ' 3 " 4 " 0 - ' 3 " 4 " 0 - ' 3 " 4 " 0 - ' 3 " 4 " 0 - ' 3 " 6 316 21'-7 1/2" 22'-2 1/8" 3 1/8" 317 EXISTING GRANDSTANDS 316 317 MECH MEZZANINE LEVEL 1 SCALE: 1/4" = 1'-0" GENERAL FLOOR PLAN NOTES 1. GENERAL PLAN NOTES APPLY TO ALL FLOOR PLANS. 2. ALL STUD PARTITIONS SHALL BE TYPE SA UNLESS NOTED OTHERWISE. 3. REFER TO SHEET A0.2 FOR ACCESSORIES AND SPACE TYPES SHOWN ON PLANS AS <###> 4. FLOOR PLAN DIMENSIONS ARE TO THE FINISHED FACE OF PARTITIONS UNLESS NOTED OTHERWISE 5. REFER TO SHEET A7.1 FOR PARTITION TYPES 6. REFER TO A10 SERIES FOR INTERIOR ELEVATION TAGS. KEYNOTE LEGEND 304 STEEL LADDER 305 CHAIN LINK GATE FOR EQUIPMENT DROP OFF 316 LINE OF BUILDING ABOVE 317 LINE OF GRANDSTAND ABOVE 318 LINE OF BRIDGE ABOVE 331 FORMED PERFORATED ALUMINUM PANEL 332 CHAIN LINK FENCE 334 6' CHAIN LINK SAFETY GATE FEC FIRE EXTINGUISHER CABINET FE WALL-MOUNT FIRE EXTINGUISHER A B C D " 0 - ' 0 1 " 0 - ' 6 1 " 6 - ' 7 1 A4.7 316 1 A4.8 . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A KEY PLAN N N TRUE NORTH PLAN NORTH NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS FLOOR PLAN A3.1 05/10/2024. C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 7 1 : 5 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A S1 SA SB SC 3 5/8" 10'-6" STAIR S2 265 SF UP 1 2 3 3.2 4 5 6 7 2 A4.4 1 A4.5 2 A4.5 2 A8.5 S2 11 5/8" 20'-1" 17'-9 1/2" 2'-0" 11'-10" 8'-1" 12'-8" 9'-1" 10 7/8" 51'-10 5/8" 20'-7 5/8" 10'-10 3/4" 83'-5" 2 A4.8 2 A8.7 4 A8.4 3'-4" 4'-0" 3'-4" 4'-0" B 3'-4" " 8 - ' 4 100.2 319 5 A6.9 1 0 9 . 0 0 ° MECH/ELEC 108 166 SF 1 0 9 . 0 0 ° " 3 - ' 9 " 3 - ' 9 7'-5" <MS1> 4'-7" 1'-5" 8 0 1 JANITOR 109 25 SF 0 1 1 7'-11" 1 1 1 321 7'-11" M 321 TR1 RESTROOM 110 67 SF 321 TR1 RESTROOM 111 M 4'-7" 1'-5" ELEVATOR E1 64 SF 6 1/8" 6 1/8" 9 0 1 CORRIDOR 100 437 SF " 4 / 1 7 <EWC4> 8Wx 320 320 7 1/4" 10'-0 1/4" STORAGE 112 92 SF " 8 / 5 0 - ' 1 1 " 8 - ' 9 320 2 1 1 SIM 5 A6.3 505' - 0" 499' - 3" 319 UPUP UP . 1 0 0 1 2 A4.7 STAIR S1 198 SF M2 101 16'-11" 1 A6.9 AL5 2 0 1 3 A4.4 1 A4.4 22'-3 5/8" 305 304 A C D 4'-0" 11 5/8" " 4 / 1 5 - ' 7 2 " 4 / 1 7 - ' 2 3 TYP 6 A6.3 CW3 " 2 - ' 5 505' - 0" " 8 / 1 4 - ' 3 " 4 / 1 8 - ' 5 7 0 1 SCOUT 107 119 SF ||R1-SS|| 19 A11.1 ||R2-SS|| 19 A11.1 ||R1-SS|| TEAM 106 153 SF ||R2-SS|| 314 506' - 6" 506' - 6" 314 M " 1 1 - ' 4 1 4 3/4" AL4 " 7 - ' 1 SIM 10 A6.3 SB M2 " 8 / 1 6 6 0 1 " 8 / 3 6 - ' 3 1 R " 5 - ' 4 " 8 / 3 0 1 - ' 5 " 8 / 3 1 - ' 5 1 AL4 " 7 - ' 1 CW1 39'-8 3/4" 8'-10 1/4" 7'-2 3/4" 3'-11 1/8" 8'-10 1/2" 5 0 1 FEC 4 0 1 12'-8" 8'-10 5/8" 3 0 1 " 8 / 1 0 - ' 2 2 312 PRESS 105 122 SF BROADCASTING 104 122 SF 6 1/8" M2 TYP OH 6 A6.3 TYP 6 A6.3 " 4 / 1 9 - ' 4 1 BROADCASTING 102 121 SF M2 " 7 - ' 1 AL4 " 6 - ' 2 CW3 " 4 / 1 9 - ' 9 FILM DECK 103 104 SF CW3 AL4 SIM OH SIM CW5 VIEWING 101 454 SF 22'-1 5/8" SF2 TYP TYP TYP 9 9 9 A6.3 A6.3 A6.3 SIM 10 A6.3 5 A6.8 83'-5" SIM 10 A6.3 11'-8 3/4" TYP 9 A6.3 31'-11 1/2" SIM 10 A6.3 EXISTING GRANDSTANDS " 8 / 7 0 1 " 0 - ' 0 1 " 2 / 1 6 - ' 2 3 " 0 - ' 6 1 SF1 " 6 - ' 7 " 8 / 3 0 1 - ' 1 1 A4.6 1 A4.7 1 A4.8 A B C D FIRST FLOOR OVERALL FLOOR PLAN 1 SCALE: 1/4" = 1'-0" GENERAL FLOOR PLAN NOTES 1. GENERAL PLAN NOTES APPLY TO ALL FLOOR PLANS. 2. ALL STUD PARTITIONS SHALL BE TYPE SA UNLESS NOTED OTHERWISE. 3. REFER TO SHEET A0.2 FOR ACCESSORIES AND SPACE TYPES SHOWN ON PLANS AS <###> 4. FLOOR PLAN DIMENSIONS ARE TO THE FINISHED FACE OF PARTITIONS UNLESS NOTED OTHERWISE 5. REFER TO SHEET A7.1 FOR PARTITION TYPES 6. REFER TO A10 SERIES FOR INTERIOR ELEVATION TAGS. KEYNOTE LEGEND 304 STEEL LADDER 305 FLOOR HATCH WITH REMOVABLE GUARDRAILS 312 FLAT PANEL DISPLAY 314 18" RAISED PLATFORM WITH STAIRS AND RAILINGS 315 FOLDING COUNTERTOP 319 CARD READER 320 FURNISH AND INSTALL FIRE RATED WALL LABELS ABOVE CEILING ALONG ALL FIRE RATED WALLS. SEE GENERAL PARTITION NOTES - NOTE 4 ON SHEET A7.1 FOR DETAILS. 321 12" X 12" ACCESS PANEL FEC FIRE EXTINGUISHER CABINET FE WALL-MOUNT FIRE EXTINGUISHER . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A KEY PLAN KEY PLAN N N TRUE NORTH PLAN NORTH NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS FLOOR PLAN A3.2 05/10/2024. C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 0 2 : 5 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A S1 SA SB SC 3 5/8" 511' - 2 5/8" 10'-6" 1 3 3.2 4 5 6 7 2 A4.4 1 A4.5 2 A4.5 A4.4 3 1 A4.4 2 41'-10" 6 A8.5 S2 STAIR S2 11 5/8" 20'-1" 17'-9 1/2" 10'-0 3/4" 11'-10" 20'-7 3/4" 1'-1 3/4" 8'-1" 12'-8" 518' - 0" 13'-10 5/8" 8'-0 1/8" 3'-4" 4'-0" 3'-4" 4'-0" B 3'-4" " 8 - ' 4 7 0 2 200.2 4 A6.10 319 4'-0" " 7 - ' 8 2 " 4 / 1 0 - ' 4 3 1 0 9 . 0 0 ° 5 A6.9 " 8 / 3 0 - ' 1 1 8 0 2 MECH/ELEC 208 304 7'-7 3/8" CONCRETE CURB MDF 209 " 4 / 3 0 1 - ' 8 FE M2 " 8 / 1 6 0 1 2 319 9 0 2 6 1/8" 6 1/8" TR1 321 RESTROOM 210 TR1 321 RESTROOM 211 ELEVATOR E1 M 4'-7" 1'-5" 4'-7" 1'-5" 321 6 1/8" 1 1 2 7'-6 1/8" M2 320 518' - 0" CORRIDOR 200 320 SIM 1 A6.9 11'-2 1/8" 8'-10 1/2" 8'-11" 9'-1 3/8" 6 0 2 5 0 2 4 0 2 3 0 2 2 0 2 11'-0 5/8" 308 1'-6" 306 314 ||R2-SS|| " 4 / 1 2 - ' 6 1 SCOUT 207 519' - 6" TYP 6 A6.3 8'-10 1/2" ||R1-SS|| 3'-6" 19 A11.1 " 2 - ' 7 3'-6" ||R1-SS|| 19 A11.1 TEAM 206 314 ||R2-SS|| 519' - 6" 3'-3" 3'-7 1/2" 9 3/8" 8'-5 5/8" AL2 7'-1 3/4" 3'-3" " 4 / 1 6 - ' 4 " 0 - ' 3 " 6 - ' 1 " 4 / 1 5 - ' 5 CW4 SCOREBOARD PRODUCTION 205 ANNOUNCER / SPOTTER 204 " 4 / 1 2 - ' 6 1 SCOREBOARD OPERATORS 203 " 4 / 1 2 - ' 6 1 AL2 " 6 - ' 1 TYP 9 A6.3 CW2 5'-0 1/8" 4'-6" 3'-8 5/8" 3'-8 5/8" 3'-8 5/8" 4'-5 1/4" 4'-5 1/4" 4'-5 1/2" 4'-5 1/2" 4'-6 1/8" 4'-6 1/8" 4'-5 1/4" EXISTING GRANDSTANDS 3 A6.3 83'-5" 2'-0" 2 A4.8 3 A8.7 " 8 / 1 6 <EWC4> FEC ???? AL2 " 6 - ' 1 5 A8.4 518' - 0" 4'-7 1/2" . 1 0 0 2 " 4 / 1 1 1 CATERING 202 307 310 309 AL3 TYP 6 A6.3 STAIR S1 UP 319 2 A4.7 201 AL5 2'-1" 312 " 0 - ' 1 " 4 / 1 8 - ' 8 " 8 / 7 0 - ' 1 " 8 / 1 5 - ' 4 9'-8 7/8" 9'-1" 326 " 8 / 1 1 1 ||R6-GS|| PATIO 212 " 0 - ' 1 / " 4 / 1 SF3 SIM OH 3 A6.3 MULTI USE 201 SF5 TYP 8 A6.3 1 A4.6 1 A4.7 1 A4.8 A B C D ? " 0 - ' 6 1 SF4 " 6 - ' 7 " 8 / 3 0 - ' 1 1 " 8 / 3 0 1 - ' 5 " 4 / 1 2 - ' 6 1 AL2 " 6 - ' 2 A C D 327 327 EXPOSED COLUMN - COAT WITH 50 MIL AEROLON. EXTEND AEROLON COATING 18-INCHES BELOW STRUCTURAL DECK AND 18-INCHES ABOVE SOFFIT 511' - 2 5/8" " 6 - ' 9 320 2 1 2 | | S G - 6 R | | " 0 - ' 0 1 326 FEC FIRE EXTINGUISHER CABINET FE WALL-MOUNT FIRE EXTINGUISHER SECOND FLOOR OVERALL FLOOR PLAN 1 SCALE: 1/4" = 1'-0" GENERAL FLOOR PLAN NOTES 1. GENERAL PLAN NOTES APPLY TO ALL FLOOR PLANS. 2. ALL STUD PARTITIONS SHALL BE TYPE SA UNLESS NOTED OTHERWISE. 3. REFER TO SHEET A0.2 FOR ACCESSORIES AND SPACE TYPES SHOWN ON PLANS AS <###> 4. FLOOR PLAN DIMENSIONS ARE TO THE FINISHED FACE OF PARTITIONS UNLESS NOTED OTHERWISE 5. REFER TO SHEET A7.1 FOR PARTITION TYPES 6. REFER TO A10 SERIES FOR INTERIOR ELEVATION TAGS. KEYNOTE LEGEND 304 <varies> 306 36"X60" WORK TABLE 307 HOT BOX, O.F.C.I. 308 RERIGERATOR, O.F.C.I. 309 UNDERCOUNTER ICEMAKER, O.F.C.I. 310 18" X 30" WALL SHELF 312 FLAT PANEL DISPLAY 314 18" RAISED PLATFORM WITH STAIRS AND RAILINGS 319 CARD READER 320 FURNISH AND INSTALL FIRE RATED WALL LABELS ABOVE CEILING ALONG ALL FIRE RATED WALLS. SEE GENERAL PARTITION NOTES - NOTE 4 ON SHEET A7.1 FOR DETAILS. 321 12" X 12" ACCESS PANEL 326 GUARDRAIL - GLAZED . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A KEY PLAN KEY PLAN N N TRUE NORTH PLAN NORTH NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS FLOOR PLAN A3.3 05/10/2024SA 322 1 2 3 3.2 4 5 6 7 2 A4.4 1 A4.5 2 A4.5 S1 SB SC 324 1/4" / 1'-0" 3 A4.4 1 A4.4 S2 302 302 A 322 4 A6.10 303 324 B 324 321 " 8 / 3 7 - ' 7 324 6'-7 7/8" 320 330 324 321 324 302 322 302 2 A4.8 328 329 329 328 " 0 - ' 1 / " 4 1 / " 0 - ' 2 324 323 324 302 325 322 2 A4.7 UP 323 324 326 324 324 321 " 0 - ' 1 / " 4 / 1 19 A11.1 16 A11.1 321 " 0 - ' 1 / " 4 / 1 20 A11.1 " 4 / 1 0 - ' 8 327 C D 324 324 324 324 324 327 EXISTING GRANDSTANDS 1 A4.6 1 A4.7 1 A4.8 A B C D . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 3 2 : 5 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A ROOF PLAN SCALE: 1/4" = 1'-0" 1 GENERAL ROOF NOTES 1. REFER TO SHEET A6.X FOR TYPICAL ROOF DETAILS 2. NOT ALL ROOF PENETRATIONS ARE SHOWN ON THE ARCHITECTURAL ROOF PLANS. 3. ALL ROOFING AREAS ARE SINGLE - PLY UNLESS NOTED OTHERWISE. 4. MINIMUM SLOPE FOR ROOF IS 1/4" PER 1'-0" UNLESS NOTED OTHERWISE. 5. ALL SADDLES OR CRICKETS ARE FORMED WITH TAPERED INSULATION UNLESS NOTED OTHERWISE. KEYNOTE LEGEND 302 PREFINISHED METAL DOWNSPOUT 303 STEEL LADDER BETWEEN TWO ROOF'S LEVELS 320 ROOF HATCH 30" X 36" 321 ROOF HORIZONTAL LIFELINE 322 PREFINISHED METAL GUTTER, SLOPE GUTTER TO DOWNSPOUT 323 DRAINAGE CRICKET, SLOPE 1/2"/1'-0" TYP. 324 ROOF LIFELINE ANCHOR 325 PREFINISHED METAL SPLASH BLOCK, TYP 326 METAL COPING 327 METAL GRAVEL STOP EDGE 328 CONDUCTOR HEAD AND DOWNSPOUT, TYP. 329 OVERFLOW SCUPPER 330 FALL PROTECTION BY OTHERS . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A KEY PLAN N N TRUE NORTH PLAN NORTH NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS ROOF PLAN A3.4 05/10/2024ROOF 531' - 0" SECOND FLOOR F.F. 518' - 0" FIRST FLOOR F.F. 505' - 0" T.O. EXISTING GRANDSTANDS 500' - 10 7/8" MECH MEZZANINE 493' - 0" SAFE ACCESS LEVEL 482' - 0" FLOODPLAIN 480' - 0" GRADE 474' - 4 7/8" 1 A4.2 9'-11 3/4" ROOF 531' - 0" SECOND FLOOR F.F. 518' - 0" FIRST FLOOR F.F. 505' - 0" MECH MEZZANINE 493' - 0" SAFE ACCESS LEVEL 482' - 0" FLOODPLAIN 480' - 0" ROOF 531' - 0" SECOND FLOOR F.F. 518' - 0" FIRST FLOOR F.F. 505' - 0" " 0 - ' 4 MECH MEZZANINE 493' - 0" SAFE ACCESS LEVEL 482' - 0" FLOODPLAIN 480' - 0" . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 7 3 : 5 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A EXTERIOR MATERIAL LEGEND METAL PANEL TYPE 1 METAL PANEL TYPE 2 METAL PANEL TYPE 1 METAL PANEL TYPE 2 BRICK WIRE MESH PERFORATED ALUMINUM PANEL DIRECT APPLIED FINISH KEYNOTE LEGEND 302 PREFINISHED METAL DOWNSPOUT 320 ROOF HATCH 321 ROOF HORIZONTAL LIFELINE 322 PREFINISHED METAL GUTTER, SLOPE GUTTER TO DOWNSPOUT 324 ROOF LIFELINE ANCHOR 326 METAL COPING 327 METAL GRAVEL STOP EDGE 328 METAL PANEL DEFLECTION JOINT, RE: STRUCTURAL 329 MASONRY RELIEF ANGLE 330 24" ALUMINUM LETTERS. 331 FORMED PERFORATED ALUMINUM PANEL 332 CHAIN LINK FENCE 333 WALL PACK RE: MEP 334 OVERFLOW SCUPPER 335 CONDUCTOR HEAD AND PRIMARY SCUPPER . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A NOTE: THIS VIEW TO BE USED FOR REFERENCE ONLY. NOT TO BE USED FOR CONSTRUCTION. OVERALL SOUTH EXTERIOR ELEVATION 1 SCALE: 1/16" = 1'-0" 1 A4.4 2 A4.4 322 1 A4.5 1 327 2 3 3.2 302 4 5 2 A4.5 6 326 7 25'-5 3/8" 27'-2 3/8" 321 330 17'-9 1/2" ||R6-GS|| 1 A4.8 1 A4.7 2 A4.7 1 A4.6 D C 326 B A TYP. 328 ||R6-GS|| TYP. 328 " 0 - ' 4 ROOF 531' - 0" SECOND FLOOR F.F. 518' - 0" FIRST FLOOR F.F. 505' - 0" " 0 - ' 4 MECH MEZZANINE 493' - 0" BOS SAFE ACCESS LEVEL 482' - 0" FLOODPLAIN 480' - 0" ROOF 531' - 0" SECOND FLOOR F.F. 518' - 0" FIRST FLOOR F.F. 505' - 0" MECH MEZZANINE 493' - 0" SAFE ACCESS LEVEL 482' - 0" FLOODPLAIN 480' - 0" " 0 - ' 9 333 SOFFIT " 0 BOS SOUTH EXTERIOR ELEVATION 2 SCALE: 1/8" = 1'-0" EAST EXTERIOR ELEVATION 3 SCALE: 1/8" = 1'-0" 7 5 4 3.2 3 2 1 2 A4.5 6 1 A4.5 2 A4.4 322 1 A4.4 335 334 326 334 335 324 320 322 327 3 A4.2 1 A4.6 2 A4.7 1 A4.7 1 A4.8 A B C D 326 327 TYP. 328 333 333 333 302 329 329 331 TYP. 328 321 302 BOS NORTH EXTERIOR ELEVATION 4 SCALE: 1/8" = 1'-0" WEST EXTERIOR ELEVATION 5 SCALE: 1/8" = 1'-0" 332 331 / 5 A 4 1 . NO. DESCRIPTION Revisions: DATE . 1 4 A 3 / KEY PLAN 4/A4.1 2/A4.1 1/A4.1 N N TRUE NORTH PLAN NORTH 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS EXTERIOR ELEVATIONS A4.1 05/10/2024" 6 - ' 2 " 0 - ' 4 " 6 - ' 3 BOS BOS BOS . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 3 4 : 5 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A S1 S2 S2 S1 SA SB SC 5 A8.5 5 A8.5 SC SB SA 10'-6" 3'-4" 4'-0" 3'-4" 4'-0" 3'-4" 4'-0" 1 . 4 A / 2 ROOF 531' - 0" 1 . 4 A / 4 322 ROOF 531' - 0" ROOF 531' - 0" ROOF 531' - 0" 322 302 SECOND FLOOR F.F. 518' - 0" SECOND FLOOR F.F. 518' - 0" SECOND FLOOR F.F. 518' - 0" SECOND FLOOR F.F. 518' - 0" FIRST FLOOR F.F. 505' - 0" FIRST FLOOR F.F. 505' - 0" FIRST FLOOR F.F. 505' - 0" FIRST FLOOR F.F. 505' - 0" MECH MEZZANINE 493' - 0" MECH MEZZANINE 493' - 0" MECH MEZZANINE 493' - 0" MECH MEZZANINE 493' - 0" 302 302 SAFE ACCESS LEVEL 482' - 0" FLOODPLAIN 480' - 0" SOUTH S3 ELEVATION 1 SCALE: 1/4" = 1'-0" NORTH S3 ELEVATION 3 SCALE: 1/4" = 1'-0" WEST S2 ELEVATION 4 SCALE: 1/4" = 1'-0" EAST S3 ELEVATION 2 SCALE: 1/4" = 1'-0" SAFE ACCESS LEVEL 482' - 0" FLOODPLAIN 480' - 0" SAFE ACCESS LEVEL 482' - 0" FLOODPLAIN 480' - 0" SAFE ACCESS LEVEL 482' - 0" FLOODPLAIN 480' - 0" . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A EXTERIOR MATERIAL LEGEND METAL PANEL TYPE 1 METAL PANEL TYPE 2 METAL PANEL TYPE 1 METAL PANEL TYPE 2 BRICK WIRE MESH PERFORATED ALUMINUM PANEL DIRECT APPLIED FINISH KEYNOTE LEGEND 302 PREFINISHED METAL DOWNSPOUT 320 ROOF HATCH 321 ROOF HORIZONTAL LIFELINE 322 PREFINISHED METAL GUTTER, SLOPE GUTTER TO DOWNSPOUT 324 ROOF LIFELINE ANCHOR 326 METAL COPING 327 METAL GRAVEL STOP EDGE 328 METAL PANEL DEFLECTION JOINT, RE: STRUCTURAL 329 MASONRY RELIEF ANGLE 330 24" ALUMINUM LETTERS. 331 FORMED PERFORATED ALUMINUM PANEL 332 CHAIN LINK FENCE 333 WALL PACK RE: MEP 334 OVERFLOW SCUPPER 335 CONDUCTOR HEAD AND PRIMARY SCUPPER KEY PLAN 4/A 4.2 3/A4.2 4.2 2/A 1/A4.2 NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS EXTERIOR ELEVATIONS A4.2 05/10/20242 A6.3 7 A6.3 SIM OH 10 A6.3 TYP 8 A6.3 12'-5 3/8" 11" 3'-0" 16'-4 3/8" 1'-5" 5'-3 5/8" 2'-10" 5'-5" 4'-0 3/8" MOCKUP - NORTH ELEVATION 1 SCALE: 1/2" = 1'-0" MOCKUP - EAST ELEVATION 2 SCALE: 1/2" = 1'-0" . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 6 4 : 5 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A A4.3 1 330 TYP 8 A6.3 TYP 8 A6.3 336 2 A6.3 7 A6.3 4 A4.3 327 " 7 - ' 2 " 8 - ' 6 " 4 - ' 2 " 7 - ' 2 " 8 - ' 6 " 4 - ' 2 MOCKUP - FLOOR PLAN 3 SCALE: 1/2" = 1'-0" MOCKUP - SOUTH ELEVATION 4 SCALE: 1/2" = 1'-0" 2 A4.3 326 SIM OH 10 A6.3 SIM OH 10 A6.3 326 327 1 A6.3 4 A6.3 MOCKUP - AXONOMETRIC 5 SCALE: KEYNOTE LEGEND 326 METAL COPING 327 SLOPED CURTAIN WALL 328 METAL PANEL DEFLECTION JOINT, RE: STRUCTURAL 329 MASONRY RELIEF ANGLE 330 SOFFIT LINE ABOVE 331 FORMED PERFORATED ALUMINUM PANEL 332 CHAIN LINK FENCE 333 6' CHAIN LINK SAFETY GATE 334 ROOF LINE ABOVE 335 PATIO 336 STOREFRONT ASSEMBLY EXTERIOR MATERIAL LEGEND METAL PANEL TYPE 1 METAL PANEL TYPE 2 METAL PANEL TYPE 1 METAL PANEL TYPE 2 BRICK WIRE MESH PERFORATED ALUMINUM PANEL DIRECT APPLIED FINISH . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A N NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS EXTERIOR ELEVATIONS MOCKUPS A4.3 05/10/2024. C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 0 5 : 5 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A D C D C 1 A4.8 1 A4.7 4 A6.10 B TYP 7 A6.7 1 A4.6 A 2 A6.4 1/4" / 1'-0" R1 1 A4.8 1 A4.7 4 A6.10 1 A4.6 B 8 A6.4 4 A8.7 A 5 A6.4 R1 TYP 7 A6.7 1/4" / 1'-0" R1 1 A6.4 " 3 1 A6.3 4 A6.3 4 A6.4 4'-8 3/8" 10'-0 7/8" TEAM 106 D1 20 A11.1 4 A6.3 332 2'-7 1/8" 332 333 MECH MEZZANINE 001 32'-6 5/8" TEAM 206 CORRIDOR 200 MECH/ELEC 208 SCOREBOARD OPERATORS 203 CORRIDOR 200 CORRIDOR 100 MECH/ELEC 108 CORRIDOR 100 FILM DECK 103 2 A6.8 3 A6.8 20 A11.1 ELEVATOR E1 D1 6 A6.7 1 A6.4 1 A6.3 4 A6.3 4 A6.4 1 A6.7 CW1 9 3/8" MS6h " 0 - ' 4 3 A6.7 ROOF 531' - 0" SECOND FLOOR F.F. 518' - 0" FIRST FLOOR F.F. 505' - 0" SOFFIT 503' - 0" SOFFIT 501' - 0" 331 MECH MEZZANINE 493' - 0" " 6 5 2 / 5 1 1 6 - ' 1 SAFE ACCESS LEVEL 482' - 0" FLOODPLAIN 480' - 0" BC8 6 A6.2 4 A8.6 OH 5 A6.2 1'-3" 6'-1 1/4" 4'-8" BC8 329 329 RE: STRUCTURAL EXTERIOR MATERIAL LEGEND METAL PANEL TYPE 1 METAL PANEL TYPE 2 METAL PANEL TYPE 1 METAL PANEL TYPE 2 BRICK WIRE MESH PERFORATED ALUMINUM PANEL DIRECT APPLIED FINISH KEYNOTE LEGEND 326 METAL COPING 327 SLOPED CURTAIN WALL 328 METAL PANEL DEFLECTION JOINT, RE: STRUCTURAL 329 MASONRY RELIEF ANGLE 330 SOFFIT LINE ABOVE 331 FORMED PERFORATED ALUMINUM PANEL 332 CHAIN LINK FENCE 333 6' CHAIN LINK SAFETY GATE 334 ROOF LINE ABOVE 335 PATIO 336 STOREFRONT ASSEMBLY BUILDING SECTION 1 SCALE: 1/4" = 1'-0" SECTION THROUGH FILM DECK/ELEVATOR - EAST 2 SCALE: 1/4" = 1'-0" . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A D C B A ROOF 531' - 0" SECOND FLOOR F.F. 518' - 0" FIRST FLOOR F.F. 505' - 0" MECH MEZZANINE 493' - 0" SAFE ACCESS LEVEL FLOODPLAIN 482' - 0" 480' - 0" KEY PLAN 1 A4.3 2 A4.3 3 A4.3 NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS NOTE: THIS SHEET TO BE USED FOR REFERENCE ONLY. SOME ELEMENTS ARE HIDDEN FOR CLARITY. BUILDING SECTIONS A4.4 SIGHTLINE STUDY 3 SCALE: 1/16" = 1'-0" EXTENT OF FIELD 05/10/2024. C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 3 5 : 5 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A 1 A4.8 1 A4.7 2 A4.7 1 A4.6 1 A4.8 1 A4.7 6 A8.4 1 A4.6 D C B A D C B A 1 A6.4 1/4" / 1'-0" R1 SIM OH 326 1/4" / 1'-0" R1 CATERING 202 CORRIDOR 200 TRASH CANS S1 OH 3 A6.5 MS6h OH 1 A6.7 T.O.P. 532' - 6" ROOF 531' - 0" SOFFIT 528' - 6" SECOND FLOOR F.F. 518' - 0" 1 A6.10 FIRST FLOOR F.F. 505' - 0" 3 A6.10 STAIR S1 D1 3 A6.7 MECH MEZZANINE 493' - 0" 4 A6.4 1 A6.3 4 A6.3 MS6h SOFFIT 501' - 0" 3 A6.7 2 A6.5 T.O.P. 532' - 6" MS6h 1 A6.7 2 A6.3 S1 SOFFIT 528' - 6" 7 A6.3 MS6v 2 A6.3 SF5 SF2 7 A6.3 MS6v SOFFIT 501' - 0" 3 A6.7 S1 2 A6.3 MULTI USE 201 SF3 PATIO 212 BROADCASTING 102 CORRIDOR 100 MS6h* VIEWING 101 STORAGE 112 MS6v D1 OH 3 A6.7 BUILDING SECTION 1 SCALE: 1/4" = 1'-0" BUILDING SECTION 2 SCALE: 1/4" = 1'-0" OH 3 A6.5 T.O.P. 532' - 6" SOFFIT 528' - 6" OH MS6h 1 A6.7 ROOF 531' - 0" 4 A6.8 OH 6 1/8" SECOND FLOOR F.F. 518' - 0" FIRST FLOOR F.F. 505' - 0" MECH MEZZANINE 493' - 0" 4 1/2" SAFE ACCESS LEVEL 482' - 0" FLOODPLAIN 480' - 0" 1'-0" 6'-4" 4'-8" SOFFIT 474' - 4 7/8" EXTERIOR MATERIAL LEGEND METAL PANEL TYPE 1 METAL PANEL TYPE 2 METAL PANEL TYPE 1 METAL PANEL TYPE 2 BRICK WIRE MESH PERFORATED ALUMINUM PANEL DIRECT APPLIED FINISH KEYNOTE LEGEND 326 METAL COPING . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A KEY PLAN 1 A4.4 2 A4.4 NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS NOTE: THIS SHEET TO BE USED FOR REFERENCE ONLY. SOME ELEMENTS ARE HIDDEN FOR CLARITY. BUILDING SECTIONS A4.5 05/10/20242 A4.5 6 7 1 A4.5 2 A4.4 5 A8.7 2 A4.8 3.2 3 1 A4.4 5 4 2 1 326 324 324 321 324 324 320 327 R1 SIM OH 3 A6.4 R1 8 A6.4 T.O.P. 532' - 6" ROOF 531' - 0" MS6h SOFFIT 528' - 6" 1 A6.5 S1 4 A6.8 PATIO 212 SECOND FLOOR F.F. 518' - 0" S1 MS6v 3 A6.11 2'-1" STAIR S1 ELEVATOR E1 STAIR S2 2 A6.10 RESTROOM 211 RESTROOM 210 MDF 209 MECH/ELEC 208 1 A6.12 MS6h 2 A6.12 331 4 A6.12 16 A11.1 MECH/ELEC 108 19 A11.1 D1 MECH MEZZANINE 001 3'-0 1/2" 3'-6" 3'-6" 3'-6" 3'-6" 3'-0 1/2" 6'-6 1/2" RESTROOM 111 RESTROOM 110 D1 1 A6.8 MC8h 304 5 A6.12 331 332 332 FIRE RISER F1 7 A6.2 1 A6.11 2 A6.11 BC8 5 A6.2 STORAGE 112 D1 SIM OH 3 A6.7 FIRST FLOOR F.F. 505' - 0" SOFFIT 501' - 0" MECH MEZZANINE 493' - 0" 3 A6.7 4 A6.11 SAFE ACCESS LEVEL 482' - 0" FLOODPLAIN 480' - 0" GRADE 474' - 4 7/8" SECTION A-B SCALE: 1/4" = 1'-0" 1 . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 7 5 : 5 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A EXTERIOR MATERIAL LEGEND METAL PANEL TYPE 1 METAL PANEL TYPE 2 METAL PANEL TYPE 1 METAL PANEL TYPE 2 BRICK WIRE MESH PERFORATED ALUMINUM PANEL DIRECT APPLIED FINISH KEYNOTE LEGEND 304 STEEL LADDER 320 ROOF HATCH 321 ROOF HORIZONTAL LIFELINE 324 ROOF LIFELINE ANCHOR 326 METAL COPING 327 METAL GRAVEL STOP EDGE 331 FORMED PERFORATED ALUMINUM PANEL 332 CHAIN LINK FENCE . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A KEY PLAN 1 A4.5 NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS NOTE: THIS SHEET TO BE USED FOR REFERENCE ONLY. SOME ELEMENTS ARE HIDDEN FOR CLARITY. BUILDING SECTIONS A4.6 05/10/20247 6 5 4 3.2 3 2 1 1 A4.5 2 A4.4 3 1 A4.4 A4.4 324 324 321 324 324 327 R1 CORRIDOR 200 CORRIDOR 100 SIM OH 1 A6.4 MS6h OH 1 A6.7 OH 1 A6.7 16 A11.1 19 A11.1 D1 332 D1 D1 MECH MEZZANINE 001 MS6h 332 331 2 A4.5 326 324 MULTI USE 201 VIEWING 101 3 A6.5 2 A6.3 7 A6.3 MS6v 2 A6.3 7 A6.3 MS6v 3 A6.7 ROOF 531' - 0" T.O.P. 532' - 6" MS6h 1 A6.7 SOFFIT 528' - 6" S1 MS6v SECOND FLOOR F.F. 518' - 0" FIRST FLOOR F.F. 505' - 0" SOFFIT 501' - 0" MECH MEZZANINE 493' - 0" SAFE ACCESS LEVEL 482' - 0" FLOODPLAIN 480' - 0" SECTION B-C SCALE: 1/4" = 1'-0" 1 . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 0 0 : 6 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A EXTERIOR MATERIAL LEGEND METAL PANEL TYPE 1 METAL PANEL TYPE 2 METAL PANEL TYPE 1 METAL PANEL TYPE 2 BRICK WIRE MESH PERFORATED ALUMINUM PANEL DIRECT APPLIED FINISH KEYNOTE LEGEND 321 ROOF HORIZONTAL LIFELINE 324 ROOF LIFELINE ANCHOR 326 METAL COPING 327 METAL GRAVEL STOP EDGE 331 FORMED PERFORATED ALUMINUM PANEL 332 CHAIN LINK FENCE . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A 4 R1 ROOF 531' - 0" S1 BS6* SECOND FLOOR F.F. 518' - 0" BS6* FIRST FLOOR F.F. 505' - 0" MS6h* D1 SIM 3 A6.7 MECH MEZZANINE 493' - 0" SAFE ACCESS LEVEL 482' - 0" FLOODPLAIN 480' - 0" SECTION STAIR - WEST WALL 2 SCALE: 1/4" = 1'-0" KEY PLAN 2 A4.6 1 A4.6 NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS NOTE: THIS SHEET TO BE USED FOR REFERENCE ONLY. SOME ELEMENTS ARE HIDDEN FOR CLARITY. BUILDING SECTIONS A4.7 05/10/2024. C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 3 0 : 6 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A 3'-10 5/8" 326 ROOF 531' - 0" 1 A6.5 T.O.P. 532' - 6" MS6h SOFFIT 528' - 6" SIM S1 2 A6.7 SECOND FLOOR F.F. 518' - 0" SF4 7 A6.3 MS6v 2 A6.3 SF1 7 A6.3 MS6v 3 A6.7 FIRST FLOOR F.F. 505' - 0" SOFFIT 501' - 0" MECH MEZZANINE 493' - 0" SAFE ACCESS LEVEL 482' - 0" FLOODPLAIN 480' - 0" GRADE 474' - 4 7/8" SECTION C-D SCALE: 1/4" = 1'-0" 1 2 A4.5 1 A4.5 2 A4.4 7 6 5 4 3.2 3 2 1 A 3 A4.4 1 A4.4 R1 327 SIM OH 3 A6.4 MS6h 1 A4.6 2 A6.4 R1 1/4" / 1'-0" KEYNOTE LEGEND 326 METAL COPING 327 METAL GRAVEL STOP EDGE ROOF 531' - 0" EXTERIOR MATERIAL LEGEND METAL PANEL TYPE 1 METAL PANEL TYPE 2 METAL PANEL TYPE 1 METAL PANEL TYPE 2 BRICK WIRE MESH PERFORATED ALUMINUM PANEL DIRECT APPLIED FINISH MULTI USE 201 CATERING 202 TEAM 206 SCOUT 207 SCOREBOARD OPERATORS 203 ANNOUNCER / SPOTTER 204 SCOREBOARD PRODUCTION 205 VIEWING 101 BROADCASTING 102 FILM DECK 103 BROADCASTING 104 PRESS 105 7'-10 3/8" D1 16 A11.1 SCOUT 107 TEAM 106 D1 MECH MEZZANINE 001 " 0 - ' 2 1'-2 7/8" " 0 - ' 2 1'-6 1/8" CW3 20 A11.1 MS6h . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS MS6h MS6h 3 A6.12 SECOND FLOOR F.F. 518' - 0" FIRST FLOOR F.F. 505' - 0" MECH MEZZANINE 493' - 0" TYP 9 A6.7 SAFE ACCESS LEVEL 482' - 0" FLOODPLAIN 480' - 0" GRADE 474' - 4 7/8" FIRE RISER F1 33 SF WALL SECTION SCALE: 1/4" = 1'-0" 2 KEY PLAN 1 A4.7 NOTE: THIS SHEET TO BE USED FOR REFERENCE ONLY. SOME ELEMENTS ARE HIDDEN FOR CLARITY. BUILDING SECTIONS A4.8 05/10/2024. C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 4 0 : 6 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A VERTICAL METAL WALL PANEL 2" HORIZONTAL Z FURRING WITH SEALANTS @FASTENER HEADS BOARD INSULATION FLUID-APPLIED MEMBRANE AIR BARRIER *@ 1 HR RATED EXTERIOR WALLS, PROVIDE 5/8" TYPE X GYP. SHEATHING. U.L. ASSEMBLY No. V454 BATT INSULATION 6" METAL STUDS 5/8" GYPSUM BOARD " 8 / 5 " 6 " 2 * " 2 / 1 " 8 / 3 1 2" HORIZONTAL Z FURRING VERTICAL METAL WALL PANEL *@ 1 HR RATED EXTERIOR WALLS, PROVIDE 5/8" TYPE X GYP. SHEATHING. U.L. ASSEMBLY No. V454 " 2 / 1 0 1 I S S E N K C H T Y L B M E S S A FLUID-APPLIED MEMBRANE AIR BARRIER BOARD INSULATION 1 3/8" 1/2" * 6" 2" 5/8" 1 3/8" 3/4" 2" 1/2" * 6" 5/8" 3 5/8" 1 5/8" 2" 1/2" * 6" 5/8" 5/8" GYP. BOARD 6" METAL STUDS BATT INSULATION 3/4" VERTICAL SUBGIRTS 5/8" GYPSUM BOARD 6" METAL STUDS BATT INSULATION 10 1/2" ASSEMBLY THICKNESS SECTION DETAIL *@ 1 HR RATED EXTERIOR WALLS, PROVIDE 5/8" TYPE X GYP. SHEATHING. U.L. ASSEMBLY No. V454 11 1/4" ASSEMBLY THICKNESS SECTION DETAIL 1'-2 3/8" ASSEMBLY THICKNESS SECTION DETAIL ANCHOR PLATE AND FASTERNERS SET IN SEALANT BRICK VENEER AIR CAVITY BOARD INSULATION FLUID-APPLIED MEMBRANE AIR BARRIER GLASS FACED GYPSUM SHEATHING ADJUSTABLE 2 PIECE MASONRY VENEER ANCHOR *@ 1 HR RATED EXTERIOR WALLS, PROVIDE 5/8" TYPE X GYP. SHEATHING. U.L. ASSEMBLY No. V454 BATT INSULATION 6" METAL STUDS 5/8" GYPSUM BOARD * " 2 / 1 " 8 / 5 1 " 8 / 5 " 6 " 2 " 8 / 5 3 5/8" GYPSUM BOARD 6" METAL STUDS BATT INSULATION " 8 / 3 2 - ' 1 I S S E N K C H T Y L B M E S S A GLASS FACED GYPSUM SHEATHING FLUID-APPLIED MEMBRANE AIR BARRIER BOARD INSULATION AIR CAVITY " 4 / 1 1 1 I S S E N K C H T Y L B M E S S A GLASS FACED GYPSUM SHEATHING FLUID-APPLIED MEMBRANE AIR BARRIER BOARD INSULATION AIR CAVITY ADJUSTABLE 2 PIECE MASONRY VENEER ANCHOR. SET PLATE IN SEALANT. BRICK VENEER *@ 1 HR RATED EXTERIOR WALLS, PROVIDE 5/8" TYPE X GYP. SHEATHING. U.L. ASSEMBLY No. V454 PLAN DETAIL BS6 (BRICK - 6" STUDS) 3 SCALE: 1 1/2" = 1'-0" 1 5/8" 3 5/8" 2" 7 5/8" 1'-2 7/8" ASSEMBLY THICKNESS SECTION DETAIL MIN. 5/8" COVERAGE BRICK VENEER AIR CAVITY BOARD INSULATION FLUID-APPLIED MEMBRANE AIR BARRIER ADJUSTABLE 2 PIECE CONT. HORIZONTAL JOINT REINFORCEMENT *@ 1 HR RATED EXTERIOR WALLS U.L. ASSEMBLY No. V454 CMU BACK-UP " 8 / 5 1 " 8 / 5 7 " 2 " 8 / 5 3 ADJUSTABLE 2 PIECE CONT. HORIZONTAL JOINT REINFORCEMENT BRICK VENEER PLAN DETAIL BC8 (BRICK - 8" CMU) 4 SCALE: 1 1/2" = 1'-0" " 8 / 7 2 - ' 1 I S S E N K C H T Y L B M E S S A FLUID-APPLIED MEMBRANE AIR BARRIER BOARD INSULATION AIR CAVITY PLAN DETAIL MS6v (VERTICAL METAL PANEL - 6" STUDS) 1 SCALE: 1 1/2" = 1'-0" PLAN DETAIL MS6h (HORIZONTAL METAL PANEL - 6" STUDS) 2 SCALE: 1 1/2" = 1'-0" CMU BACK-UP GENERAL EXTERIOR WALL TYPE NOTES 1. REFER TO EXTERIOR ELEVATIONS FOR VENEER TYPE LOCATIONS. 2. AS APPLICABLE, FASTEN Z GIRTS DIRECTLY INTO THE VERTICAL FRAMING AND DO NOT REMOVE MISSED FASTENERS TO AVOID EXTRA PUNCTURES IN ASSEMBLY. 3. SEAL THRESHOLDS EXPOSED TO EXTERIOR WITH SEALANTS AS PER SPECIFICATIONS. HORIZONTAL METAL WALL PANEL 2" Z FURRINGWITH SEALANTS @FASTENER HEADS BOARD INSULATION FLUID-APPLIED MEMBRANE AIR BARRIER GLASS FACED GYPSUM SHEATHING BATT INSULATION 6" METAL STUDS 5/8" GYPSUM BOARD " 8 / 5 " * 6 " 2 / 1 " 4 / 3 " 2 " 8 / 3 1 2" Z FURRING 3/4" VERTICAL SUBGIRTS HORIZONTAL METAL WALL PANEL *@ 1 HR RATED EXTERIOR WALLS, PROVIDE 5/8" TYPE X GYP. SHEATHING. U.L. ASSEMBLY No. V454 BATT INSULATION METAL STUDS " 2 / 1 " 1 " 2 2" Z FURRING. SEAL FASTENERS, TYP. METAL SOFFIT PANEL 3/4" 1 3/8" 2" 7 5/8" 11 3/4" ASSEMBLY THICKNESS SECTION DETAIL CMU BACK-UP " 4 / 3 1 1 I S S E N K C H T Y L B M E S S A HORIZONTAL METAL WALL PANEL 3/4" VERTICAL SUBGIRTS 2" HORIZONTAL Z FURRING WITH SEALANTS @ FASTENER HEADS BOARD INSULATION FLUID-APPLIED MEMBRANE AIR BARRIER CMU BACK-UP " 8 / 5 7 " 4 / 3 " 2 " 8 / 3 1 2" Z FURRING 3/4" VERTICAL SUBGIRTS HORIZONTAL METAL WALL PANEL PLAN DETAIL MC8h (HORIZONTAL METAL PANEL - 8" CMU) 5 SCALE: 1 1/2" = 1'-0" S1 METAL PANEL SOFFIT 6 SCALE: 1 1/2" = 1'-0" D1 DIRECT APPLIED FINISH SOFFIT 7 SCALE: 1 1/2" = 1'-0" GLASS FACED GYPSUM SHEATHING FLUID-APPLIED MEMBRANE AIR BARRIER BOARD INSULATION " 2 / 1 I I D E F C E P S S A " 2 / 1 1 BATT INSULATION METAL STUDS " 2 / 1 2" Z FURRING. SEAL FASTENERS, TYP. GYPSUM SHEATHING GLASS FACED GYPSUM SHEATHING DIRECT APPLIED FINISH SYSTEM SINGLE PLY ROOFING MEMBRANE FASTENERS : TO BE CLIPPED AT 1 1/2" AND COATED AS MENTIONED IN SPECS 1/2" COVERBOARD TOS VARIES STEEL ROOF DECK " 2 / 1 " 2 / 1 1 (STAIR 2 & BRIDGE) R1 SINGLE PLY ROOF ASSEMBLY 8 SCALE: 3" = 1'-0" R2 SINGLE PLY ROOF ASSEMBLY 9 SCALE: 3" = 1'-0" SINGLE PLY ROOFING MEMBRANE 1/2" COVERBOARD ROOF INSULATION FLUID-APPLIED MEMBRANE AIR BARRIER BOARD INSULATION AIR CAVITY TOS VARIES STEEL ROOF DECK . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS EXTERIOR DETAILS A6.1 05/10/2024CONT. 3/8" CLOSED CELL NEOPRENE SPONGE, CUT AS REQUIRED MASONRY VENEER SEALANT COLOR TO MATCH VENEER E.J. STEEL LINTEL MASONRY SEALANT AND BACKER ROD. SEALANT COLOR TO MATCH MORTAR SEALANT AND BACKER ROD PREFORMED FOAM SEALANT CLOSED CELL NEOPRENE SPONGE FLASHING WITH END DAM STEEL LINTEL COMPRESSIBLE MATERIAL 15# FELT USED FOR SLIP PLANE MASONRY WINDOW SEALANT AND BACKER ROD FACE OF MASONRY FLUID APPLIED MEMBRANE AIR BARRIER CONT. SEALANT COMPATIBLE WITH AIR BARRIER CONT. STAINLESS STEEL TERMINATION BAR W/ LIP STAINLESS STEEL FASTENERS AT 8" O.C. EMBED TERMINATION BAR IN A CONT. BEAD OF SEALANT SEAL THROUGH WALL FLASHING TO AIR BARRIER MEMBRANE IN A CONT. BEAD OF SEALANT CONT. THROUGH WALL FLASHING " 4 / 3 " 4 / 1 . I N M " 4 / 1 " 8 / 1 . X A M 3/8" SECONDARY SEAL & CONT. PREFORMED FOAM SEALANT CONT. BACKER ROD CONT. SEALANT - TOOLED METAL STUDS FACE OF GLASS FACED GYP. SHEATHING FLUID APPLIED MEMBRANE AIR BARRIER TOP OF METAL PLATE " 2 / 1 1 CONT. SEALANT COMPATIBLE WITH AIR BARRIER TOP OF TERMINATION BAR CONT. STAINLESS STEEL TERMINATION BAR W/ LIP EMBED TERMINATION BAR IN A CONT. BEAD OF SEALANT SEAL THROUGH WALL FLASHING TO AIR BARRIER MEMBRANE IN A CONT. BEAD OF SEALANT CONT. THROUGH WALL FLASHING CONT. 18 GA. BY 4" GALV. METAL PLATE. FASTEN TO METAL STUDS @ 48" O.C. STAINLESS STEEL FASTENERS AT 8" O.C. TYPICAL MASONRY EXPANSION JOINT 1 SCALE: 12" = 1'-0" 2 SCALE: 1 1/2" = 1'-0" EXPANSION JOINT AT LOOSE LINTEL TERMINATION BAR AT MASONRY TERMINATION BAR AT METAL STUDS 3 SCALE: 6" = 1'-0" 4 SCALE: 6" = 1'-0" BC8 BC8 CONT. STAINLESS STEEL TERMINATION BAR " 8 I G N H S A L F F O P O T O T FFE CONT. THROUGH WALL FLASHING WEEP VENTS CONT. E.J. CONC. PAVING, SEE CIVIL CONT. SEALANT 3 A6.2 " 8 ELEVATOR SHAFT CONT. STAINLESS STEEL TERMINATION BAR 3 A6.2 FFE " 3 " 8 " 1 1 I G N H S A L F F O P O T CONT. THROUGH WALL FLASHING WEEP VENTS FILLET BEAD CONT. SEALANT FINISH GRADE 7 1/4" BASE AS SCHEDULED FLOOR AS SCHEDULED BASE AS SCHEDULED FLOOR AS SCHEDULED CONT. S.S. TERMINATION BAR CONT. THROUGH WALL FLASHING FILLET BEAD MC8 CONT. SEALANT FFE I S E R A V FINISH GRADE MASONRY VENEER AT FOUNDATION 5 SCALE: 3" = 1'-0" MASONRY VENEER LUG - ABOVE GRADE 6 SCALE: 3" = 1'-0" METAL PANEL AT FOUNDATION 7 SCALE: 3" = 1'-0" VAPOR BARRIER VAPOR BARRIER . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 5 0 : 6 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS EXTERIOR DETAILS A6.2 05/10/2024. C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 6 0 : 6 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A STEEL CHANNEL RE: STRUCTURAL CONT. METAL TRACK MS6h FILLET BEAD CONT. METAL TRACK (2) CONT. LAYERS OF 5/8" FRT. PLYWOOD CONT. FRT. 2x6 WOOD NAILER CONT. SELF-ADHERED HIGH TEMPERATURE TRANSITION MEMBRANE (COMPATIBLE WITH WEATHER BARRIER - RE: SPECS) 514'-2 1/2" @ FIRST FLOOR 527'-2 1/2" @ SECOND FLOOR B.O. HSS CONT. METAL DRIP FLASHING 507'-2 1/4" @ FIRST FLOOR 527'-2 1/4" @ SECOND FLOOR T.O. HSS " 3 FLEXIBLE TRANSITION FLASHING HORIZONTAL METAL PANEL BOARD INSULATION FLUID APPLIED MEMBRANE AIR BARRIER GYPSUM SHEATHING MS6h 1 2.00° 4 1 / 2 " 2 " FASTENER- COAT HEAD OF FASTENER W/ SEALANT CONT BACKER ROD AND SEALANT CONT 2X WOOD BLOCKING 3 9/64" 5/8" 1'-6" ROLLER SHADE 5/8" GYP BOARD CONT. SELF-ADHERED MEMBRANE LAP OVER FRAMING MIN. 2" " 4 / 3 " 8 / 1 5 PLAM CLAD 3/4" PLYWD COUNTER COUNTER BRACKET AT 42" OC HSS 6X2X3/16, Re: Structural CONT MTL TRACK STEEL CHANNEL RE: STRUCTURAL BATT INSULATION 5/8" GYPSUM BOARD MS6v FILLET BEAD CONT. SELF-ADHERED HIGH TEMPERATURE TRANSITION MEMBRANE ( (COMPATIBLE WITH WEATHER BARRIER - RE: SPECS) " 4 / 1 N M I " 1 X A M " 2 . O . L . D . O R . CONT. METAL DRIP FLASHING CONT. BACKER ROD & SEALANT CONT. ALUMINUM THERMAL FLAT FILLER STOREFRONT WINDOW FRAME 1/2" " 4 . I N M 3" 5/8" GYP. BOARD BUILT-UP HEADER FILL HEADER WITH STONE WOOL BATT INSULATION CONT. LAYER OF 5/8" FRT. PLYWOOD CONT. FRT. 2x6 WOOD NAILER CONT. CORNER BEAD 5/8" GYP BOARD CONT. BACKER ROD & SEALANT STANDARD HORSHOE SHIM FLAT HEAD FASTENER R.O. 2" D.L.O. MIN. 1/4" MAX 1" 1/2" GYP. BOARD 22 GA ALUM BRAKE METAL TRIM SET IN SEALANT. MATCH STOREFRONT FRAME COLOR CONT. BACKER ROD AND SEALANT CONT. ALUMINUM THERMAL FLAT FILLER TWO CONT. 2x6 P.T. WOOD NAILER, RIP TO SIZE STANDARD HORSESHOE SHIM FLAT HEAD FASTENER CONT. BACKER ROD AND SEALANT STOREFRONT WINDOW FRAME. PROVIDE & SEAL END CAPS AT TOP OF FRAME 22 GA ALUM BRAKE METAL TRIM SET IN SEALANT. MATCH STOREFRONT FRAME COLOR FILL VOIDS WITH INSULATION AS SCHED MS6h CONT. METAL TRIM FILLET BEAD CONT. SELF-ADHERED HIGH TEMPERATURE TRANSITION MEMBRANE " 4 I N M CURTAIN WALL HEAD AT SLOPED GLAZING 1 SCALE: 3" = 1'-0" STOREFRONT HEAD - METAL PANEL (VERT) 2 SCALE: 3" = 1'-0" STOREFRONT JAMB - METAL PANEL TRANSVERSE WALL 3 SCALE: 3" = 1'-0" MS6v FILLET BEAD CONT. SELF-ADHERED HIGH TEMPERATURE TRANSITION MEMBRANE " 4 . I N M " 4 / 1 . I N M " 1 X A M " 2 . O . L . D . O R . CONT. METAL TRIM CONT. BACKER ROD AND SEALANT CONT. ALUMINUM THERMAL FLAT FILLER STOREFRONT WINDOW FRAME. PROVIDE & SEAL END CAPS AT TOP OF FRAME 1/2" 1 LAYER OF 5/8" P.T. PLYWOOD CONT. 2x4 P.T. WOOD NAILER MULTIPLE JAMB STUDS FILL VOID WITH STONE WOOL BATT INSULATION CONT. METAL CORNER BEAD 5/8" GYP. BOARD CONT. SELF-ADHERED MEMBRANE. LAP OVER FRAMING MIN 2" CONT. BACKER ROD AND SEALANT STANDARD HORSESHOE SHIM FLAT HEAD FASTENER CONT SILL TRIM BELOW " 2 / 1 4 GLAZING SYSTEM CONT SILL TRIM BELOW SHIM WITH CONT BACKER ROD & SEALANT 4 1/2" MANUFACTURERS STANDARD CORNER TRIM CORNER STOREFRONT JAMB 8 SCALE: 3" = 1'-0" L.B.G. STRUCTURAL CLEAR SILICONE SEALANT AS RECOMMENDED BY CURTAIN WALL MANUFACTURER. " 2 / 1 4 4 1/2" 4 1/2" CURTAIN WALL SILL AT SLOPED GLAZING 4 SCALE: 3" = 1'-0" STOREFRONT JAMB - METAL PANEL (VERT) 5 SCALE: 3" = 1'-0" ALUM. FRAME (BEYOND) MS6h CONT. SELF-ADHERED HIGH TEMPERATURE TRANSITION MEMBRANE CONT. METAL TRIM CONT. BACKER ROD AND SEALANT ALUMINUM CURTAIN WALL I M H S ' D Q E R S A " 2 / 1 2 . O . L . D . O R . I E V S E H D A F L E S P A L R E V O E N A R B M E M I G N H T A E H S " 3 . I N M 3/4" 6" 2 LAYERS OF 5/8" P.T. PLYWOOD CONT. 2x4 P.T. WOOD NAILER MULTIPLE JAMB STUDS FILL VOID WITH STONE WOOL BATT INSULATION CONT. METAL CORNER BEAD 5/8" GYP. BOARD CONT. SELF-ADHERED MEMBRANE. LAP OVER FRAMING MIN 2" CONT. BACKER ROD AND SEALANT STANDARD HORSESHOE SHIM . O . L . D . O R . FACE OF WALL PANEL BEYOND STOREFRONT WINDOW FRAME CONT BACKER ROD AND SEALANT SET SILL FLASHING IN CONT BEAD OF SEALANT " 3 CONT SILL FLASHING CONT SELF-ADHERED HIGH TEMPERATURE TRANSITION MEMBRANE (COMPATIBLE WITH WEATHER BARRIER - RE: SPECS) 2" RIGID INSUL CONT SELF-ADHERED MEMBRANE. LAP ONTO SHEATHING 3" MIN. (COMPATIBLE WITH WEATHER BARRIER - RE: SPECS) FLUID APPLIED MEMBRANE AIR BARRIER MS6v 6 5/16" 1/2" 4 1/2" 1 1/4" COAT HEAD OF FASTENER WITH SEALANT CONT SEALANT CONT HIGH PERFORMANCE SILL FLASHING STANDARD HORSESHOE SHIM CONT BACKER ROD & SEALANT CONT SELF-ADHERED MEMBRANE 1" X 2" - 2 PIECE ALUM. SNAP TRIM 2 CONT 1 1/2" x 3" PT WOOD NAILERS. PROVIDE SEPARATION MEMBRANE ON ANGLE E.B.G. E.B.G. BUTT GLAZE INTERMEDIATE 9 SCALE: 3" = 1'-0" I N M " 3 CONC SLAB - REF STRUCT CONT L3" X 3" X 1/4" WITH 1/2" DIA WELDED THREADED STUDS @ 48" OC W/ COUNTER SUNK NUT AND WASHER E.B.G. STRUCTURAL CLEAR SILICONE SEALANT RECOMMENDED BY CURTAIN WALL MANUFACTURER. ALUM. FRAME (BEYOND) " 2 / 1 4 CURTAIN WALL JAMB - METAL PANEL (HORIZ.) 6 SCALE: 3" = 1'-0" STOREFRONT SILL - METAL PANEL (VERT) 7 SCALE: 3" = 1'-0" BUTT GLAZE CORNER EXT. 10 SCALE: 3" = 1'-0" . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS EXTERIOR DETAILS A6.3 05/10/2024ROOF EDGE FLASHING OVERLAPPING THE SINGLE PLY ROOF COVER BOARD RIGID INSULATION D SINGLE PLY ROOFING MEMBRANE SINGLE PLY ROOFING MEMBRANE A CONT. P.T. WOOD NAILERS. MATCH HT. OF COVER BOARD. ISOLATE WOOD NAILERS FROM STEEL W/ SELF-ADHERED UNDERLAYMENT. CONT. METAL FLASHING STEEL ANGLE. RE: STRUTCURAL " 8 / 5 6 2 LAYERS 3/4" P.T. PLYWOOD HIGH TEMPERATURE SELF- ADHERED UNDERLAYMENT " 2 531'-0" T.O.S CONT. DRIP EDGE 5 1/2" 7" STEEL METAL DECK STEEL JOIST. RE: STRUCTURAL STEEL BEAM. RE: STRUCTURAL CONT. METAL TRACK STEEL ANGLE. RE: STRUCTURAL STEEL CHANNEL. RE: STRUCTURAL CONT. 9" WIDE COLDE FORMED METAL PLATE. GAGE DETERMINED IN ACCORDANCE WITH SPECIFICATION SECTION 05 40 00 CONT. METAL TRACK DEFLECTION CLIP AT EACH STUD " 4 / 3 P A G A ROOF EDGE - HIGH SIDE 1 SCALE: 3" = 1'-0" ROOF EDGE - LOW SIDE 2 SCALE: 3" = 1'-0" CONT. P.T. WOOD NAILERS. MATCH THICKNESS OF INSULATION. ISOLATE WOOD NIALERS FROM STEEL W/SELF-ADHERED UNDERLAYMENT. CONT. METAL FLASHING W/GRAVEL STOP STEEL ANGLE. RE: STRUTCURAL 2 LAYERS 3/4" P.T. PLYWOOD VARIES T.O.S HIGH TEMPERATURE SELF- ADHERED UNDERLAYMENT CONT. DRIP EDGE CONT. P.T. WOOD NAILERS. MATCH HEIGHT OF COVER BOARD. ISOLATE WOOD NIALERS FROM STEEL W/SELF-ADHERED UNDERLAYMENT. CONT. METAL FLASHING " 2 " 1 6" GUTTER SPACER 1" " 1 " 4 CONT. GUTTER 2 LYAERS 3/4" P.T. PLYWOOD HIGH TEMPERATURE SELF- ADHERED UNDERLAYMENT CONT. CLEAT AND DRIP EDGE 7 A6.4 STEEL JOIST. RE: STRUCTURAL STEEL BEAM. RE: STRUCTURAL 7" 5 1/2" 5 1/2" STEEL BEAM. RE: STRUCTURAL D SINGLE PLY ROOFING MEMBRANE CONT. METAL TRACK STEEL ANGLE. RE: STRUCTURAL STEEL CHANNEL. RE: STRUCTURAL " 4 / 3 HSS, RE: STRUCTURAL CONT. METAL TRACK DEFLECTION CLIP AT EACH STUD SINGLE PLY ROOF MEMBRANE ROOF DECK RE: STRUCTURAL 7 A6.4 527'-2 1/2" B.O. HSS ROOF EDGE - RAKE 3 SCALE: 3" = 1'-0" CONT. P.T. WOOD NAILERS. MATCH HT. OF COVERBOARD. ISOLATE WOOD NIALERS FROM STEEL W/SELF-ADHERED UNDERLAYMENT. CONT CLEAT CONT. DRIP EDGE " 3 GUTTER SPACER " 1 1" " 5 6" CONT. GUTTER 2" RIGID INSULATION 1/2" ROOF BOARD SINGLE PLY ROOF MEMBRANE CONT EDGE METAL CONT PT 2X8 WD NAILER " 2 CONT CLEAT 532'-8" TOP OF MAS CONT SEPARATION MEMBRANE. TYP BETWEEN MTL AND WOOD 6" x 6" x 1/4" (LLV) CONT STL ANGLE CONT SELF-ADHERED TRANSITION MEMBRANE CONT. 16 GA GALV 'J' TRIM (3"X2"X4") WITH FIELD APPLIED THERMAL TAPE FASTENERS AT 8" O.C. CONT. BACKER ROD AND SEALANT CONT. 'J' TRIM CONT. 24 GA GALV. METAL E.J. COVER WITH 2" LEGS CONT. SELF ADHERED MEMBRANE LAP OVER METAL E.J. COVER. LAP OVER SHEATHING 4" SEAL HEADS OF FASTENERS USED TO ATTACH CONT. 'J' TRIM ROOF EDGE - ELEVATOR BULKHEAD HIGH SIDE 5 SCALE: 3" = 1'-0" TOP OF CONT. 1" STAINLESS STEEL TERMINATION BAR WITH FASTENERS AT 8" O.C. SEAL HEADS OF FASTENERS CONT. SELF ADHERED HIGH TEMP FLASHING MEMBRANE FLUID APPLIED MEMBRANE AIR BARRIER 2" BOARD INSULATION, TAPER AS SHOWN AT 45 DEGREE ANGLES FASTENERS FOR SUBGIRTS AND METAL FLASHING. SEAL HEADS OF SUBGIRT FASTENERS. DO NOT FASTEN THROUGH VERTICAL LEG OF METAL TRIM TOP OF METAL TRIM " 2 " 2 " 2 / 1 4 CONT. 1" DEFLECTION JOINT " 4 / 1 " 1 " 1 CONT. METAL TRIM. DO NOT FASTEN VERTICAL LEG TO FRAMING TOP OF HORIZONTAL METAL WALL PANEL AND SUBGIRT CONT. 16 GA GALV 'J' TRIM (2"X2"X4") WITH FIELD APPLIED THERMAL TAPE CONT. METAL FLASHING W/ 4" VERTICAL LEG W/ HEMMED EDGE " 8 / 1 P A G " 1 " 2 FILL VOID WITH MINERAL WOOL INSULATION . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 7 0 : 6 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A MS6h 527'-2 1/2" B.O. HSS BOARD INSULATION 2" HORIZONTAL 'Z' FURRING 3/4" VERTICAL SUBGIRTS 24 GA SHEET METAL COUNTERFLASHING, SCREW TO RECEIVER 1/2" COVERBOARD SINGLE PLY ROOF MEMBRANE BASE FLASHING SINGLE PLY ROOF MEMBRANE 1/2" COVER BOARD BATT INSULATION METAL STUDS CONT. SEALANT BASE AS SCHEDULED CONT. METAL TRACK CONT. SEALANT FLOOR AS SCHEDULED CONT. METAL TRACK METAL STUDS BATT INSULATION STEEL PLATE CONT. METAL TRACK DEFLECTION CLIP AT EACH STUD 5/8" GYP BOARD BATT INSULATION FLOOR PLATE JUNCTION WITH MWP 4 SCALE: 3" = 1'-0" WMP TRANSITION TO SINGLE-PLY ROOF 6 SCALE: 3" = 1'-0" 7 SCALE: 6" = 1'-0" HORIZONTAL DEFLECTION JOINT AT METAL PANELS ROOF EDGE - ELEVATOR BULKHEAD LOW SIDE 8 SCALE: 3" = 1'-0" . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS EXTERIOR DETAILS A6.4 05/10/2024WELD ½” DIA X 1 ½” THREADED STUDS @ 48” O.C. ON STEEL PLATE TO SECURE NAILERS. AT CORNER REGIONS. SPACE STUDS AT 24" O.C. PLACE STUD 4" FROM EACH END OF THE PLATE. COUNTERSINK HOT DIPPED GALVANIZED WASHERS AND NUTS. CONT. SHIM CONT. P.T. 1/2" VENEER CORE PLYWOOD CONT. CLEAT CONT. P.T. 2x6 " 5 CONT. SELF-ADHERED TRANSITION MEMBRANE. LAP OVER PLATE WITH AIR BARRIER MEMBRANE. CONT. SEPARATION MEMBRANE. TYP BETWEEN METAL AND WOOD CONT. 1/4" x 9" PLATE PROVIDE SEALANT @ BOLTS CONT. FILLET SEALANT SELF DRILLING SCREWS 1/4" - 14 X 1 1/4" HWH #3 SPACED AT 24" O.C. PROVIDE 5/16" DIA. HOLE IN PLATE. STONE WOOL BATT INSUL. DEPTH TO MATCH DEPTH OF ROOF ASSEMBLY. HORIZONTAL METAL WALL PANEL 3/4" VERTICAL SUBGIRTS 2" Z FURRING BOARD INSULATION FLUID APPLIED MEMBRANE AIR BARRIER GLASS FACED GYPSUM SHEATHING MS6h 9" 5/8" 2 3/4" 2 3/4" 1 3/4" CONT. METAL COPING W/ 1" STANDING SEAM JOINTS LAP SINGLE PLY OVER TOP OF PARAPET CONT. P.T. 1/2" VENEER CORE PLYWOOD ROOFING NAIL " 3 CONT P.T. 2x4 TOP OF TRACK B.O. PLATE CONT. SEPARATION MEMBRANE. TYP BETWEEN METAL AND WOOD CONT. METAL TRACK. FIELD DRILL 9/16" HOLES IN TRACK ALIGNED W/ 9/16" HOLES IN PLATE 1/2" DIA. HOT DIPPED GALV. BOLTS W/ WASHERS AND NUTS SPACED AT 48" O.C. PLACE HOLE 1" FROM EDGE OF PLATE. COUNTERSINK BOLT HEAD. PROVIDE 9/16" DIA. HOLES IN PLATE R1 STEEL BEAM Re: STRUCTURAL CONT. 9" WIDE COLDE FORMED METAL PLATE. GAGE DETERMINED IN ACCORDANCE WITH SPECIFICATION SECTION 05 40 00 POP RIVET METAL SOFFIT PANEL S1 CONT. 2 1/2" X4" (LLH) 24 GA HOT DIPPED GALVANIZED G90 TPO COATED METAL BY ROOF MEMBRANE MANUFACTURER CONT. SELF ADHERED TRANSITION MEMBRANE LAP OVER 1/4" COVERBOARD EXTEND SINGLE PLY MEMBRANE DOWN AND WELD TO PVC ROOF " 5 TOP OF TRACK 10 3/8" 2 3/4" 3 3/8" 2 1/2" 1 3/4" 5/8" 2 1/8" C L SINGLE PLY ROOF MEMBRANCE - WELD TO PVC ROOF 1" 3/4" 1/4" COVERBOARD " 3 . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 8 0 : 6 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A FACE OF WALL PANEL BEYOND STOREFRONT WINDOW FRAME CONT. BACKER ROD AND SEALANT SET SILL FLASHING IN CONT BEAD OF SEALANT CONT SILL FLASHING CONT SELF-ADHERED HIGH TEMP TRANSITION MEMBRANE BACKER ROD AND SEALANT JOINT METAL CLOSURE 3 1/4" CONCRETE FILLED LANDING 1 1/2" METAL DECKING LEADING EDGE OF SELF ADHERING FLASHING MEMBRANE AEROLON COATING 50 MILS - EXTEND TO ATTACHMENT WITH OUTBOARD STRUCTURAL COLUMN AND 18-INCHES INBOARD OF EXTERIOR SHEATHING METAL CLOSURE BACKER ROD AND SEALANT JOINT BOARD INSULATION FLUID APPLIED AIR MEMBRANE VERTICAL METAL PANEL 5/8" GYP. BOARD BATT INSULATION 9" 5/8" 2 3/4" 2 3/4" 1 3/4" WELD ½” DIA X 1 ½” THREADED STUDS @ 48” O.C. ON STEEL PLATE TO SECURE NAILERS. AT CORNER REGIONS. SPACE STUDS AT 24" O.C. PLACE STUD 4" FROM EACH END OF THE PLATE. COUNTERSINK HOT DIPPED GALVANIZED WASHERS AND NUTS. CONT. SHIM CONT. P.T. 1/2" VENEER CORE PLYWOOD CONT. CLEAT CONT. P.T. 2x6 " 5 CONT. SELF-ADHERED TRANSITION MEMBRANE. LAP OVER PLATE WITH AIR BARRIER MEMBRANE. CONT. SEPARATION MEMBRANE. TYP BETWEEN METAL AND WOOD CONT. 1/4" x 9" PLATE PROVIDE SEALANT @ BOLTS CONT. FILLET SEALANT SELF DRILLING SCREWS 1/4" - 14 X 1 1/4" HWH #3 SPACED AT 24" O.C. PROVIDE 5/16" DIA. HOLE IN PLATE. SIM. 2 A6.5 CONT. METAL COPING W/ 1" STANDING SEAM JOINTS LAP SINGLE PLY OVER TOP OF PARAPET CONT. P.T. 1/2" VENEER CORE PLYWOOD ROOFING NAIL " 3 CONT P.T. 2x4 TOP OF TRACK B.O. PLATE CONT. SEPARATION MEMBRANE. TYP BETWEEN METAL AND WOOD CONT. METAL TRACK. FIELD DRILL 9/16" HOLES IN TRACK ALIGNED W/ 9/16" HOLES IN PLATE 1/2" DIA. HOT DIPPED GALV. BOLTS W/ WASHERS AND NUTS SPACED AT 48" O.C. PLACE HOLE 1" FROM EDGE OF PLATE. COUNTERSINK BOLT HEAD. PROVIDE 9/16" DIA. HOLES IN PLATE OPTION AT PARAPETS TO PROVIDE ½” DIA X 1 ½” THREADED STUDS @ 48” O.C. ON STEEL PLATE TO SECURE NAILERS IN LIEU OF PRE- DRILLED HOLES FOR BOLTS. . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS EXTERIOR DETAILS A6.5 PARAPET TRANSITION 1 SCALE: 3" = 1'-0" STRUCTURE PENETRATION THROUGH ENVELOPE 4 SCALE: 3" = 1'-0" PARAPET CAP SCALE: 6" = 1'-0" 2 PARAPET @ VERTICAL METAL PANEL 3 SCALE: 3" = 1'-0" 05/10/2024. C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 9 0 : 6 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A PRE-FINISHED METAL WALL PANELS SECURED TO 2 1/2" "Z" CLIPS 2" 2" 6" 1/2" - SINGLE PLY ROOF MEMBRANE 3/4" PLYWOOD 2X4 P.T. WOOD BLOCKING CONT. HIGH TEMPERATURE SELF ADHERED MEMBRANE METAL TRACK " 4 P.T. WOOD BLOCKING SINGLE PLY ROOF MEMBRANE 1/2" COVER BOARD E V O B A " 8 / 1 2 P M U S F O E G D E STAINLESS STEEL SCUPPER SEALANT " 2 " 6 " 2 2" BOARD INSULATION MWP1 FLUID APPLIED MEMBRANE AIR BARRIER CONT. SELF-ADHERED MEMBRANE CONT. SEALANT PRE-FINISHED METAL COVER OVERFLOW SCUPPER- 6"H X 16"W CONT. SEALANT CONT. SELF-ADHERED MEMBRANE STONE WOOL BATT INSULATION OVERFLOW SCUPPER - @ SINGLE-PLY ROOF 1 SCALE: 3" = 1'-0" ROOF MEMBRANE 20 GA GALV STEEL SPLASH PAN SET IN ADHESIVE SECTION ADDITIONAL PLY OF MODIFIED BITUMEN CAP SHEET OR TRAFFIC PAD SET IN ADHESIVE 1/2" X 1/2" - 20 GA GLAV ANGLES TACK WELD TO PAN " 0 - ' 1 " 2 / 1 1 " 2 / 1 1 " 6 - ' 1 3" 3" 3" 3" 3" 3" 3" 2' - 6" PLAN POP RIVETS BETW. SEALANT BEAD @ 1" O.C. SHEET METAL GUTTER METAL TURNBACK " 2 1" 1'-4" 1" " 1 " 9 " 6 COVER PLATE JOINT SET IN DOUBLE BEAD OF SEALANT 7" 1" 3" 1" 5" 1 / 4 " G A P 6 " C O V E R P L A T E SCUPPER OPENING BEYOND, 12" WIDE x 5" HIGH U.N.O. EQ. 1' - 0" METAL CONDUCTOR HEAD METAL DOWNSPOUT EQ. 1" 1" EQ. 5" SIDE VIEW FRONT VIEW METAL SPLASH PAN 2 SCALE: 1 1/2" = 1'-0" GUTTER WITH SPLICE PLATE CONDUCTOR HEAD PROFILE 4 SCALE: 1 1/2" = 1'-0" 3 SCALE: 12" = 1'-0" ROOF INSULATION P.T. BLOCKING TO MATCH COVER BOARD DEPTH CONT. SEPARATION MEMBRANE SCUPPER SUMP 2'-0" 2'-0" SCUPPER 5 A6.6 1 3/8" 2" 1/2" 6" 1/2" " 0 - ' 2 10" 10" 4" 1'-0" 4" STAINLESS STEEL SHEET METAL SCUPPER LINER SOLDERED TO INTERIOR CLOSURE FLASHING 1 1/2" SUBGIRTS " 2 " 1 " 2 . " 5 " 1 " 9 " 6 PRE FINISHED CONDUCTOR HEAD SEAL PERIMETER OF SCUPPER LINER TO AIR BARRIER WITH SELF ADHERED TRANSITION MEMBRANE FLAT FLASHING SYSTEM AROUND CONDUCTOR HEAD DOWNSPOUT 5" X 5" SINGLE PLY ROOF MEMBRANE 1/2" ROOF BOARD CONT. HIGH TEMPERATURE SELF ADHERED MEMBRANE METAL TRACK " 8 / 1 4 4" STRIPPING PLY 1/4" ROOF BOARD OVER 1/2" ROOF BOARD 1/2" ROOF BOARD 3 5/8" STONE WOOL BATT INSULATION 3 5/8" METAL STUDS w/ CONT. METAL TRACKS CONT. METAL TRACK 1" 3" 1" 5" 1" 2'-0" 1 1/2" ROOF INSULATION 3/4" P.T. TREATED PLYWOOD TAPERED INSULATION 1/2" TO 1 1/2" " 1 " 5 " 1 " 0 1 " 1 CONDUCTOR HEAD 1" 2 1/2" 2 1/2" 1" 1" 8" 8" 1" CONDUCTOR HEAD PROFILES TYP 4 A6.6 1'-6" SCUPPER AND CONDUCTOR HEAD @ SINGLE-PLY ROOF 5 SCALE: 3" = 1'-0" SCUPPER PLAN DETAIL 6 SCALE: 3" = 1'-0" . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS EXTERIOR DETAILS A6.6 CRICKET LINES SINGLE PLY ROOFING MEMBRANE FLUID APPLIED MEMBRANE AIR BARRIER 1/2" GLASS FACED GYP SHEATHING 6" STONE WOOL BATT INSULATION 6" STUDS AT PARAPET 1/2" GLASS FACED GYP. SHEATHING FLUID APPLIED MEMBRANE AIR BARRIER 2" BOARD INSULATION CONT. 3/4" VERTICAL CI GIRT METAL WALL PANEL 05/10/2024. C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 0 1 : 6 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A 5/8" GYP. BOARD " 4 / 3 MS6h FILLET BEAD FLUID APPLIED MEMBRANE AIR BARRIER HORIZONTAL METAL PANEL CONT. SELF ADHERED TRANSITION MEMBRANE CONT. DRIP FLASHING CONT. METAL STUD TRACK CONT. SELF ADHERED TRANSITION MEMBRANE CONT. HSS 6X2X3/16" REF. STRUCTURAL CONT. P.T. WOOD NAILER W/ COUNTERSUNK ANCHOR BOLT @ 16" O.C. " 4 6" METAL STUDS @ 16" O.C. 1/2" GLASS FACED GYP. SHEATHING 2" BOARD INSULATION 1/2" GLASS FACE SHEATHING FLUID APPLIED MEMBRANE AIR BARRIER RIGID INSULATION PRE-FINISHED METAL TRIM 2"X2". FASTEN TRIM TO SOFFIT ONLY. MS6h FURRING CHANNEL / SUB GIRT METAL PANEL VERTICAL HAT CHANNEL FILLET BEAD 2 A6.3 1/2" 6" BUILT-UP HEADER 3/4" HAT CHANNEL FILL HEADER WITH STONE WOOL BATT INSULATION 5/8" FRT. PLYWOOD CONT. CORNER BEAD 5/8" GYP BOARD MS6h HORIZONTAL METAL PANEL FLEXIBLE SELF ADHERING MEMBRANE CONT. DRIP FLASHING PRE FINISHED METAL TRIM S1 POP RIVET PRE-FINISHED METAL SOFFIT PANEL STOREFRONT WINDOW AS SCHED PRE-FINISHED METAL TRIM 2" 1/2" GLASS FACED GYP SHEATHING D1 6" METAL STUDS @ 16" O.C. METAL SOFFIT TRANSITION TO METAL WALL PANEL METAL WALL PANEL AT METAL SOFFIT & STOREFRONT DAFS SOFFIT TRANSITION TO METAL WALL PANEL 1 SCALE: 3" = 1'-0" CONT. METAL STUD TRACK HORIZONTAL METAL PANEL MS6h CONT. SELF ADHERED TRANSITION MEMBRANE 6" METAL STUD CONT. DRIP FLASHING PRE-FINISHED METAL TRIM D1 6" METAL STUDS @ 16" O.C. 1/2" GLASS FACED GYP. SHEATHING 2" BOARD INSULATION GYP. SHEATHING 2" - 16 GA. GALV. Z FURRING @16" O.C. S1 PRE-FINISHED METAL PANEL SOFFIT PRE-FINISHED METAL TRIM 2"X2". VERTICAL SHEET METAL EXPANSION JOINT " 4 / 1 2 BC8 1/2" " 4 / 3 VERTICAL METAL WALL PANEL AT DFIS SOFFIT 4 SCALE: 3" = 1'-0" SOFFIT AT BRICK VENEER 5 SCALE: 3" = 1'-0" DAFS SOFFIT @ BRICK VENEER 6 SCALE: 3" = 1'-0" 3 SCALE: 3" = 1'-0" CONT. METAL TRACK 6" METAL STUDS AT 16" O.C. CONT. TRANSITION MEMBRANE AT CORNERS, TYP. " 2 / 1 " 6 " 3 1/2" D1 " 4 / 1 2 BC8 1/2" GYP SHEATHING DIRECT APPLIED FINISHED SYSTEM PRE-FINISHED METAL TRIM 2"X2". FASTEN TRIM TO SOFFIT ONLY. 2 SCALE: 3" = 1'-0" CONT. METAL TRACK 6" METAL STUDS AT 16" O.C. CONT. TRANSITION MEMBRANE AT CORNERS, TYP. " 2 / 1 " 6 " 2 " 1 CONT. METAL TRACK 6" METAL STUDS AT 16" O.C. FALL PROTECTION ROOF ANCHOR COMPATIBLE FLASHING SINGLE PLY ROOFING MEMBRANE 1/2" COVER BOARD ROOF INSULATION 1 1/2" METAL DECKING " 6 " 2 / 1 " 2 " 2 / 1 1 RE: STRUCTURAL RE: STRUCTURAL BEAM " 4 / 3 2" - 16 GA. GALV. Z FURRING @16" O.C. S1 PRE-FINISHED METAL TRIM 2"X2". FASTEN TRIM TO SOFFIT ONLY. MS6h VERTICAL HAT CHANNEL 1 3/8" 3/4" 2" 1/2" 6" SEAL ALL THROUGH WALL PENETRATIONS FULL GROUTED CMU WALL HSS 4 X 4 X 15/16" @ 48" O.C. CL CANOPY FRAME T.0.M. 10'-0" A.F.F. " 0 - ' 1 FLUID APPLIED MEMBRANE AIR BARRIER 4'-0" CONT. SEALANT JOINT SURFACE MOUNTED FLASHING CONT. SEALANT AND BACKER ROD JOINT TYP. ALL SIDES 2 3/4" ALUM. DECK 6" EXTRUDED ALUM. FASCIA 2" x 8" ALUM. T.S. FASCIA DRAINAGE OUTLET 4" x 8" ALUM TS BEAM DECORATIVE 2" x 8" ALUM. TUBE WITH 2" WIDE ALUM. FLANGE EACH SIDE. 8" x 8" 3/4" THICK GALV. ENDPLATE WELDED TO HSS STUB FRAME. CANOPY MANUFACTURER WILL DRILL AND TAP CONNECTIONS. CONT. GALV. PLATE 5/16" X 1'-0" WITH 1/2" DIAM. HILTI KWIIK BOLTS - 3 AT 16" O.C. INTO FULLY GROUTED CMU WALL " 2 / 1 . P Y T 1/2" CANOPY HP 10'-0 1/2" A.F.F. NO. DESCRIPTION Revisions: DATE LIFELINE ROOF ANCHOR PENETRATION 7 SCALE: 3" = 1'-0" METAL SOFFIT AT METAL WALL PANEL 8 SCALE: 3" = 1'-0" OVERHEAD CANOPY DETAIL 9 SCALE: 1 1/2" = 1'-0" . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS EXTERIOR DETAILS A6.7 05/10/2024. C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 3 1 : 6 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A 6" METAL STUDS AT 16" O.C. BATT INSULATION CONT. METAL TRACK GYPSUM SHEATHING RIGID INSULATION GLASS FACED GYPSUM SHEATHING DIRECT APPLIED FINISH SYSTEM 2" X 2" PRE- FINISHED METAL TRIM BLOCKING FOR METAL PANEL CLOSURE CONT. TRANSITION MEMBRANE AT CORNERS, TYP. BOARD INSULATION 3/4" VERTICAL SUBGIRTS HORIZONTAL METAL WALL PANEL FLUID APPLIED MEMBRANE AIR BARRIER CMU BACKUP 2" Z FURRING CONTINUOUS SELF ADHERED TRANSITION MEMBRANE 2 LAYERS OF 5/8" PLYWOOD BLOCKING BOARD INSULATION HORIZONTAL METAL PANEL RE: STRUCTURAL BOARD INSULATION FLUID APPLIED MEMBRANE AIR BARRIER HORIZONTAL Z FURRING HORIZONTAL METAL PANEL ANGLED CURTAIN WALL BEYOND CONCRETE CURB GLASS FACED GYPSUM SHEATHING BATT INSULATION 6" METAL STUDS 3" X 6" SCUPPER OVERFLOW SCUPPER 4"H X 12" W CONT. SEALANT 2" Z FURRING FLUID-APPLIED MEMBRANE AIR BARRIER 3/4" VERTICAL SUBGIRTS BOARD INSULATION HORIZONTAL METAL WALL PANEL LIGHT MESH RAILING SYSTEM PRE-FINISHED METAL COVER HSS 6X2X3/16" - Re: Structural L ANGLE BOLTED TO THE HSS TO SUPPORT THE RAILING DIRECT APPLIED FINISH SYSTEM BATT INSULATION 1/2" GYPSUM SHEATHING FLUID APPLIED MEMBRANE AIR BARRIER DIRECT APPLIED FINISH SYSTEM FLUID APPLIED MEMBRANE AIR BARRIER 5/8" GYP. BOARD CONT. HIGH TEMP SELF ADHERED MEMBRANE METAL TRACK PEDESTRIAN TRAFFIC COATING SYSTEM 3 1/4" CONCRETE INFILL 1 1/2" METAL DECKING FIRE RISER WALL CONNECTION TO LOWER ROOF 1 SCALE: 3" = 1'-0" TOP OF KNEE WALL @ FILM DECK 2 SCALE: 3" = 1'-0" TRAFFIC COATING AND OVERFLOW SCUPPER AT FILM DECK 5 SCALE: 3" = 1'-0" AEROLON COATING 50 MILS - EXTEND TO ATTACHMENT WITH OUTBOARD STRUCTURAL COLUMN AEROLON COATING 50 MILS - EXTEND 18-INCHES INBOARD OF EXTERIOR SHEATHING 1'-3 7/8" 5/8" GYP BOARD BATT INSULATION SIDE RAILS BEYOND FLOOR GRATE SYSTEM FOR FALL PROTECTION VERTICAL METAL WALL PANEL BOARD INSULATION 2" HORIZONTAL Z FURRING WITH SEALANTS @FASTENER HEADS BED PLATE IN SEALANT PEDESTRIAN TRAFFIC COATING SYSTEM 6" METAL STUDS 5/8" GYP. BOARD FALL PROTECTION @GRANDSTAND 3 SCALE: 3" = 1'-0" GLASS RAILING @ PATIO 4 SCALE: 3" = 1'-0" . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS EXTERIOR DETAILS A6.8 05/10/20244 " 2 / 1 1 1 HOLLOW METAL DOOR JAMB 5/8" GYPSUM WALLBAORD 2 1/2" METAL STUDS " 2 " 2 / 1 " 8 / 3 1 AIR CAVITY 2" HORIZONTAL Z FURRING HORIZONTAL METAL WALL PANEL DOOR/FIREWALL AT NORTHEAST STAIRCASE CMU BACK-UP FIRE RISER F1 FLUID- APPLIED MEMBRANE AIR BARRIER BOARD INSULATION BACKER ROD AND SEALANT ADJUSTABLE 2 PIECE CONT. HORIZONTAL JOINT REINFORCEMENT BRICK VENEER DOOR @ FIREWALL (NE STAIRCASE) - 4/B 1 SCALE: 3" = 1'-0" ELEVATOR SHAFT/FIRE RISER - 3/B 3 SCALE: 3" = 1'-0" BC8 ELEVATOR E1 FLUID-APPLIED MEMBRANE AIR BARRIER BOARD INSULATION AIR CAVITY MIN 1/4" MAX 1/2" BC8 3.2 MS6h BACKER ROD AND SEALANT A BRICK VENEER AIR CAVITY ADJUSTABLE 2 PIECE CONT. HORIZONTAL JOINT REINFORCEMENT BOARD INSULATION FLUID-APPLIED MEMBRANE AIR BARRIER CMU BACK-UP ELEVATOR E1 FIRE RISER F1 A BACKER ROD AND SEALANT HORIZONTAL METAL WALL PANEL 3/4" VERTICAL SUBGIRTS SOUND ATTENUATION INSULATION - REF. PARTITION TYPES FLUID APPLIED MEMBRANE AIR BARRIER SB DOWNSPOUT HORIZONTAL METAL WALL PANEL MULTIPLE JAMB STUDS BOARD INSULATION FLUID-APPLIED MEMBRANE AIR BARRIER METAL STUD JAMB ANCHORS. FASTEN WITH MIN. 2- 1" LONG STEEL SCREWS PER JAMB ANCHOR FIRE RISER F1 VERTICAL METAL PANEL BACKER ROD AND SEALANT JOINT JAMB ANCHORS. FASTEN WITH MIN. 2-1" LONG STEEL SCREWS PER JAMB ANCHOR CMU WITH MWP/BRICK - 3.2/A 2 SCALE: 3" = 1'-0" FIRE RISER MWP - 3/A 4 SCALE: 3" = 1'-0" EXTERIOR NE STAIR DOOR - 1/B 5 SCALE: 3" = 1'-0" B . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 5 1 : 6 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS EXTERIOR DETAILS A6.9 05/10/20243 1/4" CONCRETE DECKING 1 1/2" METAL DECKING WIDE FLANGED STRUCTURAL BEAM 5/8" GYP. BOARD BATT INSULATION . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 7 1 : 6 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A BACKER ROD AND SEALANT JOINT BRICK VENEER CONCRETE FILLED LANDING MIN. 12 GA STEEL PLATE CLIP ANGLE HEADER CHANNEL OR WF FRAMING ADJUSTABLE 2 PIECE CONT. HORIZONTAL JOINT REINFORCEMENT THRESHOLD SET IN SEALANT METAL DOOR THRESHOLD BACKER ROD AND SEALANT JOINT HEADER CHANNEL OR WF FRAMING CONCRETE FILLED LANDING 3 1/4" CONCRETE INFILL MIN. 12 GA. STEEL PLATE 1 1/2" METAL DECKING HEADER CHANNEL OR WF FRAMING CLIP ANGLE FLUID APPLIED MEMBRANE AIR BARRIER VERTICAL METAL WALL PANEL BOARD INSULATION 2" HORIZONTAL Z FURRING WIDE FLANGED STRUCTURAL BEAM 5/8" GYP. BOARD BATT INSULATION BACKER ROD AND SEALANT JOINT CONCRETE FILLED LANDING MIN. 12 GA STEEL PLATE HEADER CHANNEL OR WF FRAMING CONT. SELF ADHERED TRANSITION MEMBRANE CLIP ANGLE 2" HORIZONTAL Z FURRING ASSEMBLED STAIR LANDING - RE: STRUCTURAL FLUID APPLIED MEMBRANE AIR BARRIER BOARD INSULATION VERTICAL METAL WALL PANEL DETAIL AT THE SLAB AND STAIRCASE CORE JUNCTION 1 SCALE: 3" = 1'-0" DETAIL AT THE SLAB AND STAIRCASE CORE JUNCTION 3 SCALE: 3" = 1'-0" PRE-FAB ALUM. ACCESS LADDER WITH INTEGRAL HANDRAILS AND ALUM GRATE LIFELINE CABLE AND ANCHOR BEYOND 1'-1" " 5 3 A6.4 ELEVATOR 3" X 3" X 1/4" STEEL ANCHOR PLATE WELDED TO FACE OF VERT. C-CHANNEL SEAL ALL THROUGH-WALL PENETRATIONS 3" X 3" X 1/4" STEEL ANCHOR PLATE WELDED TO 2" X 3 5/8" TS. SUPPORT BRACKET STEEL PLATE MOUNTING BRACKETS - PROVIDE NEOPRENE GASKETS AT CONNECTION TO ALUM. RAILS LADDER RUNGS 12" O.C. CMU BACKUP FLUID APPLIED MEMBRANE AIR BARRIER BOARD INSULATION AIR CAVITY 1/2" " 0 - ' 1 MS6h " 6 6 A6.4 STEEL BEAM. RE: STRUCTURAL CONT. METAL TRACK STEEL ANGLE. RE: STRUCTURAL STEEL CHANNEL. RE: STRUCTURAL STEEL ANGLE RE: STRUCTURAL HSS BEAM RE: STRUCTURAL DETAIL AT THE STAIRCASE AND ELEVATOR JUNCTION 2 SCALE: 3" = 1'-0" ROOF LADDER SCALE: 1 1/2" = 1'-0" 4 . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS EXTERIOR DETAILS A6.10 05/10/2024. C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 9 1 : 6 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A CHANNEL ADJUSTABLE 2 PIECE CONT. HORIZONTAL JOINT REINFORCEMENT CONCRETE FILLED LANDING CONT. L3x3x1/4" MIN. 12 GA. STEEL PLATE FLUID-APPLIED MEMBRANE AIR BARRIER BOARD INSULATION AIR CAVITY BRICK VENEER 5/8" GYPSUM BOARD MIN. 5/8" COVERAGE MIN. 12 GA. STEEL PLATE CMU BACK-UP ADJUSTABLE 2 PIECE CONT. HORIZONTAL JOINT REINFORCEMENT CONCRETE FILLED LANDING FLUID-APPLIED MEMBRANE AIR BARRIER CONT. L3X3X1/4" CHANNEL BRICK VENEER AIR CAVITY BOARD INSULATION STAIRCASE LANDING @ ELEVATOR CORE 1 SCALE: 3" = 1'-0" RAILING AT STAIRCASE LANDING DETAIL 2 SCALE: 3" = 1'-0" FLUID APPLIED MEMBRANE AIR BARRIER CHANNEL CONCRETE FILLED LANDING MIN 12 GA STEEL PLATE CONT. L3X3X1/4" VERTICAL METAL WALL PANEL BOARD INSULATION 2" Z FURRING FLUID APPLIED MEMBRANE AIR BARRIER GLASS FACED GYPSUM SHEATHING BATT INSULATION 2" METAL PANEL BOARD INSULATION FLUID APPLIED MEMBRANE AIR BARRIER BATT INSULATION 1/2" GYP. BOARD METAL SILL CHANNEL CONCRETE FILLED LANDING MIN. 12 GA STEEL PLATE CONT. L3X3X1/4" STAIRCASE LANDING AND WALL JUNCTION 3 SCALE: 3" = 1'-0" SOFFIT AND METAL PANEL JUNCTION @ STAIRCASE 4 SCALE: 3" = 1'-0" . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS EXTERIOR DETAILS A6.11 05/10/20243 1/4" CONCRETE DECKING 1 1/2" METAL DECKING WIDE FLANGE STRUCTURAL BEAM . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 1 2 : 6 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A MS6h ? MS6h 5/8" GYP. BOARD BATT INSULATION STAIRCASE LANDING AND WALL JUNCTION 1 SCALE: 3" = 1'-0" 6" METAL STUDS AT 16" O.C. SELF-ADHERING FLASHING MEMBRANE AT PENETRATIONS CONT. METAL TRACK HSS 5X3X1/4" RE: STRUCTURAL CONT 2X4 P.T. NAILER CANOPY FRAME CONT. METAL TRACK SELF-ADHERING FLASHING MEMBRANE AT PENETRATIONS CONT. SEALANT JOINT SURFACE MOUNTED FLASHING CONT. SEALANT AND BACKER ROD JOINT TYP. ALL SIDES 1/2" DECORATIVE 2" x 8" ALUM. TUBE WITH 2" WIDE ALUM. FLANGE EACH SIDE. 4" x 8" ALUM TS BEAM 8" x 8" 3/4" THICK GALV. ENDPLATE WELDED TO HSS STUB FRAME. CANOPY MANUFACTURER WILL DRILL AND TAP CONNECTIONS. HSS 4X4X5/16" @ 48" O.C. STAIRCASE RAILING CONCRETE FILLED LANDING MIN. 12 GA STEEL PLATE HEADER CHANNEL OR WF FRAMING CLIP ANGLE HORIZONTAL METAL WALL PANEL BOARD INSULATION 2" HORIZONTAL Z FURRING 2" Z FURRING GLASS FACED GYPSUM SHEATHING BOARD INSULATION 3/4" VERTICAL SUBGIRTS HORIZONTAL METAL WALL PANEL BATT INSULATION 6" METAL STUDS SELF ADHERING FLASHING HSS TUBE SECTION PERFORATED METAL PANEL CHAINLINK FENCE CONT. 9" WIDE COLDE FORMED METAL PLATE. GAGE DETERMINED IN ACCORDANCE WITH SPECIFICATION SECTION 05 40 00 5/8" GYPSUM BOARD S1 METAL SILL PERFORATED METAL PANEL TOP JUNCTION 2 SCALE: 3" = 1'-0" 9 1/8" 1" 6 1/8" CONT. L3X3X1/4 AND 3X3X1/4 OUTRIGGER 48"OC RE: STRUCTURAL PERFORATED PANEL 3/4" FLOOR GRATE FENCE POST WITH BASE PLATE " 2 / 1 1 " 4 / 3 " 8 / 3 " 8 / 3 GRATE FLOORING 6" METAL PLATE . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS EXTERIOR DETAILS A6.12 PRE-FAB CANOPY DETAIL - STUD BACKUP 3 SCALE: 3" = 1'-0" CHAIN LINK PANELS DETAIL AT MEZZANINE PERFORATED METAL PANELS DETAIL AT MEZZANINE 5 SCALE: 3" = 1'-0" 4 SCALE: 3" = 1'-0" 05/10/2024BOTTOM OF STRUCTURE BOTTOM OF STRUCTURAL FRAMING CEILING AS SCHEDULED SOUND INSULATION 6" GLASS FIBER 6" METAL STUDS, GAUGE AND SPACING AS SCHEDULED GYPSUM WALLBOARD - ONE LAYER EA. SIDE @ NON-RATED & 1 HOUR PARTITION, TWO LAYERS EA. SIDE @ 2 HOUR PARTITION BOTTOM OF STRUCTURE BOTTOM OF STRUCTURE CEILING AS SCHEDULED GYPSUM LINER PANEL 4" C-H STUD, GAUGE AS SCHEDULED GYPSUM WALLBOARD - ONE LAYER @ 1 HOUR PARTITION, TWO LAYERS @ 2 HOUR PARTITION BASE FLOOR FINISH CEILING AS SCHEDULED GYPSUM LINER PANEL 6" C-H STUD, GAUGE AS SCHEDULED GYPSUM WALLBOARD - ONE LAYER @ 1 HOUR PARTITION, TWO LAYERS @ 2 HOUR PARTITION SHAFT SIDE ROOM SIDE SHAFT SIDE ROOM SIDE 14 A7.2 BASE FLOOR FINISH 14 A7.2 BASE FLOOR FINISH BASE FLOOR FINISH 16 A7.2 SIM 15 A7.2 15 A7.2 4 7/8" THICK PARTITION STC 49 SA SA1 4 7/8" THICK PARTITION ONE HOUR RATED U.L. NO. U465 - STC 49 SA2 6 1/8" THICK PARTITION TWO HOUR RATED U.L. NO. U411 - STC 56 - TL-93-351 SB 7 1/4" THICK PARTITION STC 51 TL-93-298 SB1 7 1/4" THICK PARTITION ONE HOUR RATED U.L. NO. U465 - STC 51 - TL-93-298 SB2 8 1/2" THICK PARTITION TWO HOUR RATED U.L. NO. U411 - STC 56 - TL-93-351 4 5/8" THICK PARTITION ONE HOUR RATED 5 1/4" THICK PARTITION TWO HOUR RATED D1 D2 6 5/8" THICK PARTITION ONE HOUR RATED 7 1/4" THICK PARTITION TWO HOUR RATED E1 E2 M 4 1/4" THICK PARTITION MM 6 5/8" THICK PARTITION BOTTOM OF STRUCTURE BOTTOM OF STRUCTURAL FRAMING CEILING AS SCHEDULED 3 5/8" METAL STUDS, GAUGE AND SPACING AS SCHEDULED. AT MM USE 6" METAL STUDS. GYPSUM WALLBOARD HORIZONTAL BRIDGING @ 48" OC VERT. TYP BASE FLOOR FINISH BOTTOM OF STRUCTURE BOTTOM OF STRUCTURAL FRAMING CEILING AS SCHEDULED. NOTE: WHERE CEILINGS ARE NOT SCHEDULED, EXTEND METAL STUDS & GYP. BD. TO UNDERSIDE OF STRUCTURE, UNLESS OTHERWISE NOTED. CONT. METAL TRACK 2 1/2" METAL STUDS, GAUGE AND SPACING AS SCHEDULED. AT RR USE 3 5/8" METAL STUDS. GYPSUM WALLBOARD HORIZONTAL BRIDGING @ 48" OC VERT. TYP BASE FLOOR FINISH NOTE: WHERE PARTITION HEIGHT EXCEEDS STUD MANUFACTURER'S LIMITING HEIGHTS, BRACE EACH STUD TO WALL AT SPANS RECOMMENDED BY STUD MANUFACTURER. 12 A7.2 . I N M " 3 16 A7.2 SIM FACE OF WALL OR CENTERLINE OF COLUMN REF PLAN R RR GENERAL PARTITION NOTES 1. UNLESS NOTED ON THE PLANS WITH A KEYED PARTITION TYPE SYMBOL, ALL PARTITIONS SHALL BE TYPE X. 2. FIRE RESISTANCE RATED PARTITIONS, BARRIERS, FIRE WALLS, SMOKE PARTITIONS AND SMOKE BARRIERS ARE IDENTIFIED ON THE LIFE SAFETY FLOOR PLANS WITH GRAPHIC SYMBOLS. 3. NUMBERS IDENTIFIED AFTER THE PARTITION LETTERS INDICATE THE HOURLY RATING OF THE PARTITION, i.e.: 1 = 1 HOUR, 2 = 2 HOUR, 4 = 4 HOUR 4. ALL FIRE RESISTANCE RATED PARTITIONS, BARRIERS, FIRE WALLS, AND/OR SMOKE RATED PARTITIONS AND SMOKE BARRIERS SHALL BE IDENTIFIED WITH PERMANENT SIGNS OR STENCILS ABOVE CEILING AND IN CONCEALED SPACES. IDENTIFICATION SHALL BE PERFORMED USING 6" HIGH RED LETTERING WHICH READS "FIRE AND SMOKE BARRIER - PROTECT ALL OPENINGS. "OR "FIRE BARRIER - PROTECT ALL OPENINGS" OR "SMOKE BARRIER - PROTECT ALL OPENINGS," DEPENDING ON PARTITION TYPE. SPACE IDENTIFICATION EVERY 20'-0". 5. AT ALL FIRE RESISTANCE RATED PARTITIONS, BARRIERS, FIRE WALLS, SMOKE PARTITIONS AND SMOKE BARRIERS, SEAL ALL PENETRATIONS AND SILL-WALL AND HEAD-WALL WITH FIRESTOPPING. 6. ALL FIRE RESISTANCE RATED PARTITIONS, BARRIERS AND FIRE WALLS SHALL BE CONSTRUCTED IN STRICT CONFORMANCE TO U.L. TESTED ASSEMBLIES AS NOTED. CONTRACTOR IS RESPONSIBLE FOR OBTAINING A COPY OF THE CURRENT U.L. FIRE RESISTANCE DIRECTORY AND HAVING IT AVAILABLE AT THE SITE. 7. WHERE GYPSUM WALLBOARD IS NOT APPLIED TO BOTH SIDES OF PARTITION FRAMING, INSTALL HORIZONTAL BRIDGING. 8. ALL METAL STUDS ARE CONTINUOUS FROM FLOOR TRACK TO STRUCTURE OR STRUCTURAL FRAMING ABOVE UNLESS NOTED OTHERWISE. 9. BOTTOM OF STRUCTURE REFERS TO BOTTOM OF: METAL FLOOR DECK, METAL ROOF DECK, CONCRETE DECK, CONCRETE ROOF, OR PLYWOOD SHEATHING WHICHEVER IS APPLICABLE. 10. BOTTOM OF STRUCTURAL FRAMING REFERS TO BOTTOM OF: STEEL BEAM, STEEL GIRDER, STEEL BAR JOIST, STEEL PURLIN, METAL FLOOR JOIST, METAL ROOF JOIST, METAL RAFTER, METAL TRUSS, CONCRETE BEAM, CONCRETE TEE, WOOD FLOOR JOIST, WOOD ROOF JOIST, WOOD RAFTER OR WOOD TRUSS, WHICHEVER IS APPLICABLE. BOTTOM OF STRUCTURE BOTTOM OF STRUCTURAL FRAMING CEILING AS SCHEDULED SOUND INSULATION 3" GLASS FIBER 3 5/8" METAL STUDS, GAUGE AND SPACING AS SCHEDULED GYPSUM WALLBOARD - ONE LAYER EA. SIDE @ NON-RATED & 1 HOUR PARTITION, TWO LAYERS EA. SIDE @ 2 HOUR PARTITION BOTTOM OF STRUCTURE BOTTOM OF STRUCTURAL FRAMING CEILING AS SCHEDULED 7 5/8" = 8W CONCRETE MASONRY UNITS WITH HORIZ. JOINT REINFORCING AT BOTTOM AND TOP COURSE AND AT 16" OC VERTICALLY BASE FLOOR FINISH I T H G E H R O F N A L P F E R 16 A7.2 CONT. 20 GAUGE METAL TRACK GYPSUM WALLBOARD, ONE LAYER EACH SIDE 3 5/8" 20 GA. METAL STUDS @ 16" OC AT V.V USE 6" 20 GAUGE METAL STUDS @ 16" OC STEEL ANGLE @ 48" OC STOP ANGLE 2" BELOW TOP OF METAL TOP TRACK. SECURE ANGLE TO METAL STUD FRAMING W/ POWDER ACTUATED FASTENERS @ 12" OC BASE FLOOR FINISH 8W CMU NON RATED 8W3 CMU 3 HOUR RATED. U.L. NO. U904 BLOCK CLASSIFICATION C-3 8W1 CMU 1 HOUR RATED 8W4 CMU 4 HOUR RATED. U.L. NO. U907 BLOCK CLASSIFICATION B-4 V 4 7/8" THICK KNEE WALL V.V 7 1/4" THICK KNEE WALL 8W2 CMU 2 HOUR RATED. U.L. NO. U906 BLOCK CLASSIFICATION D-2 . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 3 2 : 6 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS PARTITION TYPES A7.1 05/10/2024WOOD BLOCK SECURED TO STUD. BLOCKING SHALL FILL STUD VOID DIMENSIONAL LUMBER (2x6 MIN) - SECURE TO STUDS W/ HOT DIPPED GALVANIZED SCREWS METAL STUD STUD TRACK SCREW BOTH SIDES OF STUD TRACK, TYP. TUBE STEEL BRACE REF. STRUCT. STUD TRACK METAL STUD CONT 1 1/2" 16 GA. U-CHANNEL FASTEN U-CHANNEL TO CLIP ANGLE AS SPECIFIED BRIDGECLIP AS SPECIFIED TYPICAL STUD METAL STUD WALL METAL STUD SPLICE SAME SIZE & GAUGE AS METAL STUD. PLACE BACK TO BACK. NOTCH SPLICE PLATE @ X-ROD. WIND BRACING X-ROD NOTCH SPLICE PLATE @ X-ROD. 1" 1" 5 A7.2 8- NO. 10-16 MIN. SELF-DRILLING / SELF-TAPPING SCREWS " 6 - ' 1 " 6 - ' 1 " 2 " 2 " 2 " 2 3/16" ANGLE BRACE AS SCHEDULED 4"x4"x1/4"x0'-6" ANGLE NUT AND WASHER W/ 2" PROJECTION 1/2 DIA. A.B. W/ 2" HOOK, MIN. 5" EMBEDMENT, @48"OC ONE #5 CONT. IN FULLY GROUTED CMU BOND BEAM 3 5/8", 5 5/8" CMU X-ROD METAL STUD METAL STUD SPLICE PLATE 3/16" FLOOR/ROOF CONSTRUCTION TYPICAL HEAVY FIXTURE ATTACHMENT 1 SCALE: 1 1/2" = 1'-0" METAL STUD WALL AT WIND BRACE 2 SCALE: 1 1/2" = 1'-0" TYPICAL BRIDGING AT CURTAIN WALL FRAMING 3 SCALE: 1 1/2" = 1'-0" METAL STUD STIFFENER AT WIND BRACE X-ROD 4 SCALE: 1 1/2" = 1'-0" PLAN SCALE: 1 1/2" = 1'-0" 5 PARTITION HEAD AT CMU 7 SCALE: 1 1/2" = 1'-0" 1 1/2" 5" 1 1/2" 1 1/2" 5" 1 1/2" STRUCTURAL FLOOR SLAB ANGLE BRACE AS SCHEDULED 3/16" 3/16" BOTTOM OF CONCRETE STRUCTURE OR STEEL FLOOR DECK 4"x4"x1/4"x0'-8" ANGLE @ 48"OC STAGGERED W/ 2-1/2" DIA.HILTI KWIK CON II EXPANSION ANCHORS, MIN. EMBEDMENT 3 1/2" INTO CONCRETE. AT COMPOSITE FLOOR DECK, INSTALL ANGLES USING SELF TAPPING SCREWS 3"x3"x1/4" ANGLES STAGGERED AT 48"OC FIELD CUT TO SUIT 4"x4"x1/4"x0'-8" ANGLE @ 48"OC NUT AND WASHER W/ 2" PROJECTION 1/2 DIA. A.B. W/ 2" HOOK, MIN. 5" EMBEDMENT, @ 48"OC TWO #5'S CONT. IN FULLY GROUTED CMU BOND BEAM 7 5/8", 11 5/8" CMU ROOF SYSTEM STEEL ROOF DECK L 3x3x1/4"x0'-4" W/CORNER CLIPPED AND WELDED TO JOIST TOP CHORD ANGLE KICKER WELDED TO ANGLE BAR JOIST CONT. 20 GA. METAL TRACK W/ 1 1/2" FLANGE CONT. FIRESTOP SPRAY 1/8" THICK, LAP OVER GYP BD & FIREPROOFING-TYP. P A G " 2 / 1 FILL JOINT SOLID W/4 pcf DENSITY MINERAL WOOL- FLUSH W/ WALLBOARD,TYP CENTERLINE OF SCREW FASTENER 4" BELOW BOTTOM OF FIREPROOFING FILL CAVITY BETWEEN BEAM FLANGE AND DECK COMPLETELY WITH SPRAY- ON FIREPROOFING, TYP SPRAY-ON FIREPROOFING, TYP 20 GA. Z CLIPS AT 24" OC MAX. VERIFY SIZE BASED ON THICKNESS OF FIREPROOFING. LENGTH OF CLIP TO MATCH WIDTH OF TRACK. DEFLECTION CLIP AT EACH STUD SOUND ATTENUATION BATTS WHERE NOTED ONE OR TWO HOUR RATED PARTITION PARTITION HEAD SCALE: 1 1/2" = 1'-0" 6 PARTITION HEAD AT CMU 8 SCALE: 1 1/2" = 1'-0" TYPICAL ANGLE BRACE TO JOIST PERPENDICULAR TO FRAMING 9 SCALE: 1 1/2" = 1'-0" RATED PARTITION UNDER BEAM 10 SCALE: 1 1/2" = 1'-0" FLOOR/ROOF CONSTRUCTION FASTENERS @24" OC CONT. 20 GA. METALTRACK W/ 1 1/2" FLANGE 10 GA. CONT STEEL PLATE 5" MAX 5 1/8" " 2 / 1 P A G CONT. FIRESTOP SPRAY 1/8" THICK, LAP OVER GYP BD & FIREPROOFING- TYP. FILL JOINT SOLID W/4 pcf DENSITY MINERAL WOOL- FLUSH W/ WALLBOARD,TYP CENTERLINE OF SCREW FASTENER 4" BELOW BOTTOM OF FIREPROOFING FILL CAVITY BETWEEN BEAM FLANGE AND DECK COMPLETELY WITH SPRAY- ON FIREPROOFING, TYP SPRAY-ON FIREPROOFING, TYP 3" MIN OVERLAP 20 GA. Z CLIPS AT 24" OC MAX. VERIFY SIZE BASED ON THICKNESS OF FIREPROOFING. LENGTH OF CLIP TO MATCH WIDTH OF TRACK. DEFLECTION CLIP AT EACH STUD SOUND ATTENUATION BATTS WHERE NOTED ONE OR TWO HOUR RATED PARTITION FACE OF WALL, CONCRETE COLUMN, TUBE COLUMN AND/OF FLANGE OF WP COLUMN FASTENERS 3"x3"x25 GA. x 0'-4" LONG CLIP ANGLES @ MAX. 48" OC ALIGN ANGLE WITH STUD CONT TOP TRACK R STUD RATED PARTITION OFFSET FROM BEAM 11 SCALE: 1 1/2" = 1'-0" STUD BRACE SCALE: 1 1/2" = 1'-0" 12 A,B,F,H, J,K,L,M, N,Q,P,Q ,R,S,V P A G " 8 / 3 - " 4 / 1 " 8 / 3 SOUND ATTENUATION INSULATION AS NOTED METAL STUD AS NOTED GYP. BD. AS NOTED AT THE BASE OF NON- GLASS FACED GYP. BOARD ASSEMBLIES PROVIDE A CONT. 3" HIGH STRIP OF GLASS BACKED GYP. BOARD BASE AS SCHEDULED CONT. METAL TRACK, SECURE TO SLAB W/ POWDER ACTUATED FASTENERS @ 24" OC CONT. SEALANT EACH SIDE FLOOR FINISH ELEVATOR SHAFT SIDE ROOM SIDE GYP.BD - ONE LAYER AT 1-HOUR PARTITION, TWO LAYERS AT 2-HOUR PARTITION FILL GAP W/ CONT. FIRESTOP SEALANT BASE P A G " 4 / 1 CONT. J RUNNER SET IN A CONT. BED OF FIRESTOP SEALANT POWDER ACTUATED FASTENERS @ 24" OC EDGE OF OPENING FLOOR 0" TO 4" REFER TO ASME A 17.1-2007, 2.1.6.2(a) A,B,F,H, J,K,L,M, N,Q,P,Q ,R,S,V P A G " 8 / 3 - " 4 / 1 " 8 / 3 SOUND ATTENUATION INSULATION AS NOTED METAL STUD AS NOTED GYP. BD. AS NOTED AT THE BASE OF NON- GLASS FACED GYP. BOARD ASSEMBLIES PROVIDE A CONT. 3" HIGH STRIP OF GLASS BACKED GYP. BOARD BASE AS SCHEDULED CONT. METAL TRACK, SECURE TO SLAB W/ POWDER ACTUATED FASTENERS @ 24" OC CONT. SEALANT EACH SIDE FLOOR FINISH FLOOR TRACK 14 SCALE: 3" = 1'-0" TYPICAL SILL AT SHAFTWALL WITH LEDGE 15 SCALE: 1 1/2" = 1'-0" FLOOR TRACK 16 SCALE: 3" = 1'-0" . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 4 2 : 6 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS PARTITION DETAILS A7.2 05/10/2024. C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 8 2 : 6 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A DOOR AND FRAME SCHEDULE FRAME DOOR SIZE WIDTH PANEL 1 PAN EL 2 MARK TYPE 100.1 100.2 101 102 103 104 105 106 107 108 109 110 111 112 200.1 200.2 201 202 203 204 205 206 207 208 209 210 211 212 F1 SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE SINGLE OVERALL 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0 3/4" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0 3/4" 3' - 0" MAT' HEIG L HT STL 7' - 0" STL 7' - 0" 7' - 0" AL 7' - 0" WD 7' - 0" STL 7' - 0" WD 7' - 0" WD 7' - 0" WD 7' - 0" WD 7' - 0" WD 7' - 0" WD 7' - 0" WD 7' - 0" WD 7' - 0" WD TYPE MAT'L TYPE N3STL GSTL FGAL GWD GSTL GWD GWD GWD GWD FWD FWD FWD FWD FWD STL1 STL1 -- STL1 STL1 STL1 STL1 STL1 STL1 STL1 STL1 STL1 STL1 STL1 STL STL AL STL STL STL STL STL STL STL STL STL STL STL FIRE RATING 60 MIN. -- -- -- -- -- -- -- -- -- -- -- -- -- STL 7' - 0" STL 7' - 0" 7' - 0" AL 7' - 0" WD 7' - 0" WD 7' - 0" WD 7' - 0" WD 7' - 0" WD 7' - 0" WD 7' - 0" WD 7' - 0" WD 7' - 0" WD 7' - 0" WD AL 7' - 0" STL 7' - 0" N3STL GSTL FGAL GWD GWD GWD GWD GWD GWD FWD FWD FWD FWD FGAL FSTL STL STL AL STL STL STL STL STL STL STL STL STL STL AL STL STL1 STL1 -- STL1 STL1 STL1 STL1 STL1 STL1 STL1 STL1 STL1 STL1 -- STL1 60 MIN. -- -- -- -- -- -- -- -- -- -- -- -- -- -- COMMENTS CARD READER CARD READER DOOR TO BE PAINTED PT2 CARD READER CARD READER CARD READER GYP. BOARD - REF. PARTITION TYPES SOUND ATTENUATION INSULATION - REF PARTITION TYPES BOXED HEADER @ 4 7/8" PARTITIONS, 1/2" TYP., U.N.O. " 2 / 1 " 2 " 8 / 5 1 15/16" 1 15/16" DEPTH PER PARTITION TYPE ADJACENT PERPENDICULAR WALL . . O N U . " 2 / 1 P Y T " 4 " 2 " 8 / 5 DEPTH PER PARTITION TYPE 1 15/16" 1 15/16" GYP. BOARD - REF. PARTITION TYPES SOUND ATTENUATION INSULATION - REF. PARTITION TYPES MULTIPLE JAMB STUDS @ 4 7/8" PARTITIONS, 1/2" TYP., U.N.O. JAMB ANCHORS. FASTEN WITH MIN. 2- 1" LONG STEEL SCREWS PER JAMB ANCHOR 7/16" 7/16" 7/16" 7/16" DRYWALL MOLDING END CLOSURE, COLOR TO MATCH WINDOW FRAME 5/8" GYP. BOARD METAL STUD FRAMING TAPE AND SPACKLE SCREW, BOTH SIDES WINDOW FRAME STUD-DOOR HEAD DETAIL STUD-DOOR JAMB DETAIL STUD-PARTITION TO WINDOW FRAME 2 SCALE: 1 1/2" = 1'-0" 3 SCALE: 1 1/2" = 1'-0" 4 SCALE: 3" = 1'-0" GENERAL DOOR NOTES 1. THE LOCATION OF THE VISION LIGHTS IN DOOR TYPES NARROW LITE, NARROW LITE 90 MINUTE, FULL GLASS, TWO LITES AND HALF GLASS SHALL COMPLY WITH THE TEXAS ACCESSIBILITY 2012 STANDARDS 404.2.11. THE DIMENSIONS SHOWN ARE TAKEN FROM THE FINISH FLOOR TO THE GLASS AND SHALL NOT EXCEED 42 INCHES. 2. WHERE EXIT PANIC HARDWARE IS SCHEDULED, THE BOTTOM OF THE DEVICE SHALL BE MOUNTED NO LESS THAN 34 INCHES AND NOT MORE THAN 48 INCHES ABOVE THE FINISH FLOOR. THE DEVICE SHALL NOT PROJECT MORE THAN 4 INCHES FROM THE FACE OF THE DOOR. AT DOOR TYPES NARROW LITE, NARROW LITE 90 MINUTE, FULL GLASS, TWO LITES AND HALF GLASS DOORS, LOCATE PANIC HARDWARE BELOW THE VISION LITE. 3. AT ALL FULL GLASS DOORS COORDINATE THE MOUNTING OF THE PANIC DEVICE WITH THE TYPE OF GLASS STOPS FURNISHED. AS SCHEDULED AS SCHEDULED AS SCHEDULED 10" 10" AS SCHEDULED 6" MIN 6" MIN AS SCHEDULED 3" 6" MIN 2" AS SCHEDULED 2" 2" AS SCHEDULED 2" 2" AS SCHEDULED 2" 1'-8" 2" AS SCHEDULED 5" 5" " 8 I S E R A V D E L U D E H C S S A D E L U D E H C S S A " 6 I N M I S E R A V D E L U D E H C S S A D E L U D E H C S S A " 2 D E L U D E H C S S A D E L U D E H C S S A " 4 D E L U D E H C S S A " 2 D E L U D E H C S S A FWD FLUSH DOOR GWD HALF GLASS FSTL FLUSH DOOR GSTL HALF GLASS LITE: MAX AREA = 100 SQ IN N3STL NARROW LITE 60 MINUTES STL1 SINGLE DOOR OR PAIRS OF DOORS STL2 SINGLE DOOR OR PAIRS OF DOORS STL3 SINGLE DOOR OR PAIRS OF DOORS FGAL FULL GLASS WOOD DOOR TYPES (WD) STEEL DOOR TYPES (STL) STEEL FRAME TYPES ALUMINUM DOOR TYPES (AL) 4'-2 1/8" 4'-2 1/8" 6'-4 3/4" 1 0 2.0 0 ° " 8 - ' 6 F F A " 4 - ' 2 " 8 - ' 6 F F A " 4 - ' 2 " 8 - ' 6 F F A " 4 - ' 2 5'-4 1/2" " 1 1 - ' 1 " 0 - ' "9 1 - ' 7 AL1 AL2 AL3 AL4 AL5 5'-0" 1 0 2.0 0 ° " 0 - ' 9 SF2 22'-4 1/8" 4'-0 1/8" 3'-6 3/8" 3'-6 3/8" 3'-6 3/8" 3'-6 3/8" 2'-10" 3'-7 3/8" 3'-7 1/2" 3'-7 1/2" 3'-7 1/2" 3'-7 1/2" 4'-0" 20'-11 1/2" 22'-1 3/8" 4'-6 1/2" 4'-11 1/8" 3'-9" 3'-9" 3'-8 1/8" 4'-5 1/4" 4'-5 1/4" 4'-8 1/2" 4'-6 1/4" 8'-9 7/8" 4'-8 1/2" 4'-1 3/8" " 0 - ' 9 SF1 " 4 - ' 9 DOOR AS SCHED " 4 - ' 9 " 3 - ' 2 " 1 - ' 7 9'-11 1/2" EQ EQ EQ EQ EQ EQ EQ 4'-2 7/8" EQ EQ EQ EQ EQ EQ 51'-11 3/4" 5'-0 5/8" 4'-6" 3'-8 5/8" 3'-8 5/8" 3'-8 5/8" 4'-5 1/4" 4'-5 1/4" 4'-5 1/2" 4'-5 1/2" 4'-6 1/8" 4'-6 1/8" 4'-5 1/4" NOTE: THIS WINDOW SYSTEM IS INSTALLED AT AN ANGLE. THE DIMENSIONS SHOWN ARE FOR ROUGH OPENINGS. FIELD VERIFY ACTUAL WINDOW DIMENSIONS. THE MULLIONS SHALL BE CENTERED ON THE INTERSECTING WALLS WITH THE INTERMEDIATE MULLIONS EQUALLY SPACED BETWEEN. CW3 CW4 CW5 CW1 22'-1 3/8" SF3 SF4 SF5 NOTE: THIS WINDOW SYSTEM IS INSTALLED AT AN ANGLE. THE DIMENSIONS SHOWN ARE FOR ROUGH OPENINGS. FIELD VERIFY ACTUAL WINDOW DIMENSIONS. THE MULLIONS SHALL BE CENTERED ON THE INTERSECTING WALLS WITH THE INTERMEDIATE MULLIONS EQUALLY SPACED BETWEEN. " 8 - ' 6 CW2 " 5 " 0 1 D E L U D E H C S S A 5'-9 5/8" 1 0 2.0 0 ° " 8 - ' 6 F F A " 4 - ' 2 . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS DOOR AND FRAME TYPES A7.3 05/10/2024. C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 9 2 : 6 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A 4'-7" MIN. LANDING WIDTH __ TREADS @ 11" = ___ 9'-1 59/256" 5' - 10" MIN. LANDING WIDTH 8" ALTERNATE STANDPIPE LOCATION RISER LINE RISER LINE 6 A8.1 4'- E G 0 " R M I E N 4' S - 0 " . C S L DN W E I D A T H R 3" FACE OF STRINGER 4'-4" UP " 8 I G N D N A L E T A D E M R E T N I I I I S N O S N E M D L L E W R A T S R O F N A L P I . F E R " 8 - ' 8 " 8 8" . I N M " 0 - ' 3 I G N N E P O R O O D U M C @ " 0 1 D U T S L A T E M @ " 6 . X A M " 7 M IN. 1/2 R E Q'D W ID T H. 24" IF S T AIR IS 48" W ID E 2' - 0" " 0 - ' 4 " 8 " 0 - ' 4 4'-8" MIN. 3" R 4'- E G 0 " R M I N E S . C S W L E A I D T H R FACE OF STRINGER, TYP. FACE OF WALL I N A M I G N D N A L 5'-6" MIN. LANDING WIDTH __ TREADS @ 11" = __ 4' - 11" MIN. LANDING WIDTH 6" DIA. HOLE FOR STANDPIPE. ALL VALVES, PIPES AND ASSOCIATED ITEMS SHALL NOT PROTRUDE INTO THE 48" CLEAR EGRESS WIDTH OF THE LANDING. PROVIDE CANE DETECTION AT VALVE THAT PROTRUDE MORE THAN 4" AWAY FROM RISER STAIRWELL PLAN (HANDRAILS NOT SHOWN) 1 SCALE: 1/2" = 1'-0" 6 A8.1 RISER LINE __ TREADS @ 11" = ___ 3" 5'-0" MIN LANDING WIDTH @ METAL STUD WALLS 5'-4" MIN LANDING WIDTH @ CMU WALLS 6" @ METAL STUD 10"@ CMU MIN. 1'-6" 1'-6" 3'-0" MIN. DOOR OPENING MIN. 1/2 R E Q'D W ID T H. 24" IF S T AIR IS 48" W ID E 2' - 0" 3" " 0 - ' 4 " 8 " 0 - ' 4 I I S N O S N E M D L L E W R A T S R O F N A L P I . F E R " 8 - ' 8 I G N D N A L N A M I FACE OF STRINGER, TYP. 7" MAX. R 4'-0" G E M IN R E S . C S W L E I D A R T H FACE OF STRINGER , TYP. FACE OF WALL 6'-2" MIN LANDING WIDTH @ METAL STUD WALLS 6'-6" MIN LANDING WIDTH @ CMU WALLS STAIRWELL PLAN - ALTERNATE DOOR LOCATION 2 SCALE: 1/2" = 1'-0" 1 1/4" IPS (1 5/8" OD) VERTICAL PICKETS EVENLY SPACED @ MAX 5" O.C. SO THAT A 4" SPHERE CANNOT FIT THROUGH THE PICKETS. 1 1/4" IPS GUARDRAIL (1 5/8" OD) RISER LINE 2 1/4" MIN. " 6 5" MAX. 4 1/2" 3" I G N D N A L E V O B A " 6 - ' 3 @ L I A R D R A U G I G N D N A L E V O B A " 0 - ' 3 @ L I A R D N A H CHANNEL CONT. L3x3x1/4" 1/4" CLOSURE CONCRETE FILLED LANDING MIN. 12 GA. STEEL PLATE HEADER CHANNEL OR WF FRAMING CLIP ANGLE " 6 " 4 6 / 1 6 0 - ' 3 " 0 - ' 3 4" DIAMETER SPHERE " 2 NOSING, TYP. 1" 1 1/4" 2 1/4" 4'-7" MIN. LANDING WIDTH 1 1/2" 4 1/2" MAX. 1/4" GAP " 4 " 3 INTERMEDIATE LANDING ELEVATION INTERMEDIATE LANDING AND GUARRAIL/HANDRAIL DETAIL 3 SCALE: 1 1/2" = 1'-0" 3 7/8" 4 1/2" MAX. PROJECTION 4 1/2" MAX. PROJECTION 3 7/8" 2 1/4" MIN. CLEAR R A E L C . I N M " 2 / 1 1 L I A R D N A H F O P O T O T R A T S F O E S O N " 0 - ' 3 I 4 1/2" MAX. PROJECTION 1 1/2" 1 1/2" TO 3" 1 1/4" 1/4" GAP L I A R D R A U G F O P O T O T R A T S F O E S O N " 6 - ' 3 I R A E L C . I N M " 2 / 1 1 L I A R D N A H F O P O T O T R A T S F O E S O N " 0 - ' 3 I R A E L C . I N M " 2 / 1 1 " 3 1 1/4" IPS GUARDRAIL (1 5/8" OD) 2 1/4" MIN. CLEAR 3 7/8" 4 1/2" MAX. PROJECTION 2 1/4" MIN. CLEAR 1 1/4" IPS HANDRAIL (1 5/8" OD), CARRIED BY 3/4" DIA. BRACKET ARM W/ BRACKET SADDLE, 60" OC MAX. 1 1/4" IPS HANDRAIL (1 5/8" OD) TYP., ON HANDRAIL BRACKETS, 60" OC MAX. L I A R D R A U G F O P O T O T R A T S F O E S O N " 6 - ' 3 I L I A R D N A H F O P O T O T R A T S F O E S O N " 0 - ' 3 I 3 7/8" 4 1/2" MAX. PROJECTION 2 1/4" MIN. CLEAR R A E L C . I N M " 2 / 1 1 1 1/2" 4 1/2" MAX. PROJECTION 1 1/4" 1 1/2" TO 3" 1/4" GAP FACE OF WALL, TYP. FACE OF STRINGER " 3 STAIR WIDTH, MIN. 4' - 0" 8" STAIR WIDTH, MIN. 4' - 0" GUARDRAILS HANDRAIL ON BRACKETS I G N D N A L E V O B A " 0 - ' 3 @ L I A R D N A H 1/4" STEEL PLATE CLOSURE LANDING 4 1/2" MAX. PROJECTION 3 7/8" 2 1/4" MIN. CLEAR 4 1/2" MAX. PROJECTION 1 1/2" 1 1/2" TO 3" 1 1/4" 1/4" GAP 1 1/4" IPS HANDRAILS (1 5/8" OD) TYP., ON HANDRAIL BRACKETS, 60"OC MAX. L I A R D N A H F O P O T O T R A T S F O E S O N " 0 - ' 3 I CHANNEL STRINGER STAIRWELL WIDTH, MIN. 4'-0" FACE OF WALL 3 7/8" 4 1/2" MAX. PROJECTION 2 1/4" MIN CLEAR I N M " 2 / 1 1 1 1/2" 4 1/2" MAX. PROJECTION 1 1/4" 1 1/2" TO 3" 1/4" GAP CENTER RAILING TRANSITION AT LANDINGS 5 SCALE: 1 1/2" = 1'-0" SWITCHBACK STAIRCASE CROSS-SECTION 6 SCALE: 1 1/2" = 1'-0" STAIR WELL WIDTH = 8' - 8" STRAIGHT RUN STAIRCASE CROSS-SECTION 7 SCALE: 1 1/2" = 1'-0" . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS TYPICAL STAIR DETAILS A8.1 05/10/2024VERTICAL POSTS AT 5'-0" O.C. MAX . I F E R T H G E H R E S R I I R A T S S S E L N U ( I N O T C E S , D E T O N E S W R E H T O I " 7 I S T H G E H R E S R R A T S I I . X A M " 7 E B L L A H S ) . I N M " 4 & 2 " " 2 TREAD DEPTH MIN 11" MAX 1/2" RADIUS, TYP. 1 1/4" MAX NOSING, TYP 12 GA SUBTREAD, MIN L1 1/2"x1 1/2"x1/4" 12 GA RISER STRINGER CONCRETE FILL, TYP 1 1/4" IPS GUARDRAIL (1 5/8" OD) " 6 - ' 3 " 0 - ' 3 " 0 - ' 2 RETURN HANDRAIL TO POST 5" MAX <4" RQD. 3 " 2 " 1'-2" HANDRAIL EXTENSION (TO INSIDE OF RAIL) EDGE OF NOSING 2" 1 1/4" MAX STAIR SECTION SCALE: 3/8" = 1'-0" 1 2" 1 1/4" MAX L 1/4"x3"x2"x0'-4" (LLH) W/ 1/2" DIA. HOLE AT EACH STRINGER 3/8" OD EXP. ANCHOR @ EACH STRINGER, MIN EMBED 3 1/2" CONCRETE FLOOR END CONDITION WALL MOUNTED HANDRAIL TYPICAL TREAD-RISER DETAILS 2 SCALE: 1 1/2" = 1'-0" REF DETAIL 2 FOR ADDITIONAL NOTES AND DIMENSIONS END CONDITION - GUARDRAIL MOUNTED HANDRAIL1 3 SCALE: 1 1/2" = 1'-0" CEILING " 0 - ' 3 . I N M " 6 - ' 7 1'-2" TO INSIDE OF RAIL 5'-0" O.C. M A X. EDGE OF NOSING . I N M " 8 - ' 6 STEEL PIPE HANDRAIL 1'-2" . I N M " 6 - ' 7 TO INSIDE OF RAIL WALL BRACKET TYPICAL EDGE OF NOSING PLANE OF TREAD NOSING " 0 - ' 3 1'-2" (TO INSIDE OF RAIL) CLOSE STRINGER END W/ 1/4" PLATE 30° MAX 1 2 . 0 0 ° EDGE OF NOSING S1 RISER LINE 4 1/2" GUARDRAIL 1" 3" 3" 1/4" STEEL PLATE CLOSURE CONT 2 1/2"x2 1/2"x1/4" ANGLE CAST-IN-PLACE CONCRETE ON STEEL FLOOR DECK MID LANDING _'-_" HSS. RE: STRUCTURAL ANGLE RE: STRUCTURAL " 2 / 1 5 ) L A R U T C U R T S H T W Y F R E V ( I I EDGE OF STAIR NOSING 3" 1 1/4" S2 LANDING DETAIL 4 SCALE: 1 1/2" = 1'-0" . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 0 3 : 6 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS TYPICAL STAIR DETAILS A8.2 05/10/2024. C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 1 3 : 6 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A HANDRAIL BRACKETS EQUALLY SPACED - 5'-0" ON CENTER MAX 6" 1'-2" " 0 - ' 3 6" 1'-2" " 0 - ' 3 HANDRAIL BRACKETS EQUALLY SPACED - 5'-0" ON CENTER MAX PAST END OF RAMP 1'-2" 6" " 0 - ' 3 " 0 - ' 3 PAST END OF RAMP 1'-2" 6" " 0 - ' 3 LINE OF STAIR P A G " 4 / 1 L L A W T A WALL SURFACE X A M " 2 / 1 4 I N O T C E J O R P . I N M " 4 / 1 2 " 8 / 7 2 WALL BRACKET 1 1/4" IPS (1 5/8" OD) HANDRAIL 1/4" THICK COVER PLATE @ TERMINATION WALL MOUNTED TERMINATION LINE OF RAMP CONTINUOUS STEEL BACKING PLATE FACE OF GYP HANDRAIL HANDRAIL BRACKET, 60" OC MAX. 5/8" PLASTER FILLER @ EACH BRACKET 2 1/4" MIN. 4 1/2" MAX. 2 1/4" MIN 1 1/4" IPS HANDRAILS (1 5/8" OD) TYP, ON HANDRAIL BRACKETS, 60" OC MAX. " 2 / 1 1 I N M EPOXY ANCHOR FACE OF CMU WALL 3 7/8" 4 1/2" MAX PROJECTION PLAN DETAIL AT GYP. BD. SECTION DETAIL AT CMU HANDRAIL EXTENSION AT EXPOSED LANDINGS 3" HANDRAIL POSTS EQUALLY SPACED AND CENTERED ON TREAD - MAX 4'-0" O.C. HANDRAIL POSTS EQUALLY SPACED - 4'-0" ON CENTER MAX 1'-2" PAST END OF RAMP ADJACENT WALL HANDRAIL EXTENSION AT EXPOSED LANDINGS OMIT AT HANDRAIL EXTENSION PROVIDE CONTINUOUS HANDRAIL AT SWITCHBACK 3" " 0 - ' 3 " 6 - ' 1 " 0 - ' 3 " 6 - ' 1 LINE OF STAIR X A M " 0 3 MOUNT TO STRINGER AT METAL PAN STAIR " 0 - ' 3 " 0 - ' 2 " 0 - ' 3 4 1 / 2 " " 0 - ' 3 " 0 - ' 2 " 0 - ' 3 4 1 / 2 " " 2 / 1 4 LINE OF RAMP 1'-2" LINE OF RAMP RAMP ELEVATION AT SWITCHBACK 3" EDGE OF RAMP EDGE OF CONCRETE " 4 POST HANDRAIL PLAN VIEW AT CONCRETE EDGE " 8 / 7 POST PLAN VIEW AT RAMP SWITCHBACK " 4 " 4 CONTINUOUS HANDRAIL STAIR ELEVATION RAMP ELEVATION STAIR ELEVATION RAMP ELEVATION HANDRAIL - WALL MOUNTED TYPE R1-GL - EXTERIOR GALVANIZED AND PAINTED - 1 1/4" IPS (1 5/8" OD) TYPE R1-SS - INTERIOR STAINLESS STEEL HANDRAIL - POST MOUNTED TYPE R2-GL - EXTERIOR GALVANIZED AND PAINTED - 1 1/4" IPS (1 5/8" OD) TYPE R2-SS - INTERIOR STAINLESS STEEL EQ. SPACED POSTS AT 5'-0" MAX 5" MAX 3" 1 1/4" IPS GUARDRAIL (1 5/8" OD) 1 1/4" IPS HANDRAIL (1 5/8" OD) RETURN HANDRAIL TO POST " 6 - ' 3 " 0 - ' 3 3 " " 0 - ' 3 3 " " 0 - ' 2 EQ. SPACED POSTS 5'-0" MAX O.C. RETURN HANDRAIL TO POST 1'-2" RETURN HANDRAIL TO POST ADJACENT WALL 1'-0" MIN. 3" 1 1/4" IPS GUARDRAIL (1 5/8" OD) M O T T O B O T " 3 " 6 - ' 3 E C A F R U S G N K L A W O T I " 6 - ' 3 E C A F R U S G N K L A W O T I " 3 GUARDRAILS CONTINUOUS HANDRAIL ON BRACKETS 4" . V E L E 1/4" STEEL PLATE CLOSURE ALIGN WITH THROAT OFFSET RISER I G N D N A L E V O B A " 0 - ' 3 L I A R D N A H GUARDRAIL POSTS EQUALLY SPACED - 5'-0" ON CENTER MAX 1'-2" PAST END OF RAMP ADJACENT WALL GUARDRAIL EXTENSION AT EXPOSED LANDINGS OMIT LOWER HANDRAIL AT GAURDRAIL EXTENSION, RETURN HANDRAIL TO GUARDRAIL GUARDRAILS CONTINUOUS HANDRAIL ON BRACKETS 4" . V E L E 1/4" STEEL PLATE CLOSURE I G N D N A L E V O B A " 0 - ' 3 L I A R D N A H 3" " 0 - ' 3 PROVIDE CONTINUOUS HANDRAIL AT SWITCHBACK 4" " 0 - ' 3 SECTION ELEVATION TERMINATION TYPICAL STAIR 4" 1" MIN. 4" STAIR LANDING EXTENSION INTERMEDIATE LANDING AT OFFSET RISERS INTERMEDIATE LANDING LINE OF WALKING SURFACE OR TOP OF CURB 6" MAX SPHERE " 0 - ' 2 1'-2" HANDRAIL EXTENSION ALIGN WITH THROAT ALIGN WITH THROAT ALIGN WITH THROAT LANDING ELEV. ALIGN WITH THROAT LANDING ELEV. " 0 - ' 3 " 0 - ' 2 3 " LINE OF RAMP 1'-2" " 0 - ' 2 RAMP ELEVATION RAMP ELEVATION AT SWITCHBACK 1 " 6" MAX SPHERE CENTER POSTS ON TREAD 1 " OPEN TREAD STAIR GUARDRAIL - PIPE TYPE R4-GL - EXTERIOR GALVANIZED AND PAINTED - 1 1/4" IPS (1 5/8" OD) DETAIL AT SLEEVE OR CORE DETAIL AT EMBED PLATE DETAIL AT BOLTED PLATE DETAIL AT STEEL STRINGER DETAIL AT PRECAST TREAD 4 1/2" MAX PROJECTION 3 7/8" " 2 1/4" PLATE CAP 2 1/4" MIN. WALL SURFACE FACE OF CHANNEL OR BENT PLATE, BELOW HANDRAIL ON MOUNTING BRACKETS GUARDRAIL PLAN VIEW - GUARDRAIL MOUNTED HANDRAIL TERMINATION I E C A F R U S G N K L A W E V O B A " 6 - ' 3 " 3 ALIGN WITH THROAT CENTER POSTS ON TREAD 5" MAX " 6 WIRE MESH INFILL WIRE MESH INFILL " 2 / 1 6 - ' 3 " 7 - ' 3 " 2 / 1 0 1 - ' 2 FINISH FLOOR 4'-0" MAX TYP. ELEVATION " 2 / 1 4 FINISH FLOOR TYP. ELEVATION GLASS RAILING SYSTEM AND HANDRAIL WITH SHOE MOLD, POWDER COATED 5'-0" MAX. 1/2" " 6 - ' 3 GUARDRAIL - MESH PANELS TYPE R5-1 - MESHED DECORATIVE MTL RAILING - 42" HEIGHT GUARDRAIL - GLAZED TYPE R6-GS - GLAZED DECORATIVE MTL RAILING - 42" HEIGHT GUARDRAIL - CHAINLINK PANEL TYPE R7 - GALVANIZED STL PIPE - 42" HEIGHT . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS RAILING TYPES A8.3 05/10/20244 5 1ST LANDING 6 4 10 1/2" 5'-10 3/8" 10'-1" 5 6 R 4' - 8 " C L R UP R L R 4 ' - 8 " C " 7 - ' 4 " 8 " 7 - ' 4 1 A4.5 2 A4.5 4 5 6 S1 - SAFE ACCESS LEVEL PLAN 1 SCALE: 1/4" = 1'-0" S1 - SECOND FLOOR PLAN 5 SCALE: 1/4" = 1'-0" KEYNOTE LEGEND A 6 A8.4 B A 6 A8.4 B A 6 A8.4 B A 6 A8.4 B " 3 - ' 5 R L " 0 1 - ' 4 11" UPUP R 4 ' - 8 " C " 1 1 6'-7 7/8" 7'-4 5/8" " 4 / 3 4 8 3/4" R L R 4 ' - 8 " C 1'-1" 4" 4'-7" 8'-3" 4'-11" 4 2ND LANDING 5 1ST LANDING 6 6'-8 3/8" 8'-3" 5'-8" 1'-1" 4" 4'-7" " 0 1 - ' 9 R 4' - 8 " C L R 4" 6'-4 3/8" 1'-1" UPUP 9 1/2" " 4 / 1 1 1 6'-7 7/8" 7'-5 3/8" S1 - LANDING 2 PLAN 2 SCALE: 1/4" = 1'-0" 4 2ND LANDING 6'-8 3/8" 5 3RD LANDING 5'-8" 6 6'-4 3/8" 4" 1'-1" 4" 4'-5" 2" 1'-1" UPUP 9 1/2" 6'-7 7/8" 7'-5 3/8" 8'-3" 4'-11" S1 - LANDING 3 PLAN 3 SCALE: 1/4" = 1'-0" 4 FIRST FLOOR/ 4TH LANDING 5 3RD LANDING 6 6'-8 3/8" 8'-3" 5'-8" R 4' - 8 " 6'-4 3/8" C L R 4" UPUPUP " 7 - ' 4 " 8 " 7 - ' 4 1'-1" 4" 4'-7" " 0 1 - ' 9 " 4 / 1 1 1 " 0 1 - ' 9 " 4 / 1 1 1 " 0 1 - ' 9 " 4 / 1 1 1 " 0 1 - ' 9 " 4 / 1 1 1 " 0 1 - ' 9 " 4 / 1 1 1 . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 5 3 : 6 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A A 6 A8.4 B " 0 - ' 3 1 " 0 - ' 3 2 S R E S R 2 1 I S R E S R 1 1 I " 8 / 3 9 - ' 6 = A E " 3 8 7 . 6 " 8 / 5 2 - ' 6 = A E " 3 8 7 . 6 S R E S R 0 1 I " 9 - ' 5 = A E " 9 . 6 S R E S R 0 1 I " 9 - ' 5 = A E " 9 . 6 S R E S R 0 1 I " 9 - ' 5 = A E " 9 . 6 S R E S R 0 1 I " 9 - ' 5 = A E " 9 . 6 S1 - FIRST FLOOR PLAN 4 SCALE: 1/4" = 1'-0" S1 - SECTION SCALE: 1/4" = 1'-0" 6 ROOF 531' - 0" SECOND FLOOR F.F. 518' - 0" " 0 - ' 3 1 FIRST FLOOR F.F. 505' - 0" " 0 - ' 3 2 MECH MEZZANINE 493' - 0" SAFE ACCESS LEVEL 482' - 0" FLOODPLAIN 480' - 0" GRADE 474' - 4 7/8" . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS STAIR PLANS AND SECTIONS A8.4 05/10/2024S1 5'-9" 10 TREADS 11" EA = 9'-2" S2 KEYNOTE LEGEND S1 S2 21'-2" UP A S2 - SAFE ACCESS LEVEL PLAN 1 SCALE: 1/4" = 1'-0" S1 S2 SA SB SC 5 A8.5 R 5' - 2" C L R 5'-5" 1'-1" UP 6'-6" 11 TREADS 11" EA = 10'-1" 4'-11" S2 - SECOND FLOOR PLAN 6 SCALE: 1/4" = 1'-0" B UP R L R 5' - 2 " C S1 S2 1 1 1 1 A A A SA SB SC SA SB SC SA SB SC SA SB SC 5 A8.5 5 A8.5 5 A8.5 5 A8.5 . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 9 3 : 6 4 : 1 4 2 0 2 / 0 1 / 5 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A B B B B S2 LANDING 2 PLAN 3 SCALE: 1/4" = 1'-0" S1 S2 R 5' - 2" CLR UP S2 LANDING 3 PLAN 4 SCALE: 1/4" = 1'-0" S1 S2 " 9 - ' 4 UPUP R L " C R 5 ' - 2 S2 - FIRST FLOOR PLAN 2 SCALE: 1/4" = 1'-0" S2 - SECTION SCALE: 1/4" = 1'-0" 5 1 A ROOF 531' - 0" SECOND FLOOR F.F. 518' - 0" FIRST FLOOR F.F. 505' - 0" MECH MEZZANINE 493' - 0" 4 A8.2 SAFE ACCESS LEVEL 482' - 0" FLOODPLAIN 480' - 0" GRADE 474' - 4 7/8" . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A NO. DESCRIPTION Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS STAIR PLANS AND SECTIONS A8.5 05/10/2024