HomeMy WebLinkAbout33 A2.1-Floor & Roof Plans & Details.pdfROOF HATCH
07 92 OO.D
05 50 OO.0
07 53 23.A
07 53 23.6
INTERIOR
08 41 OO.A
07 92 OO.A
DOOR AND FRAME SCHEDl1�E
DOOR FRAME LABEL HRDW REMARKS
SIZE LOUVER SF = ST�RE FR�NT
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� J O J O AL = ALUMINUM
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NOTE:
SEE INTERIOR DRAWINGS FOR INTERIOR DOOR SCHEDULE.
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GENERAL NOTES:
1. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR
ALL SURFACE MOUNTED ITEMS.
2. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES.
3. ALL CONCRETE MASONRY UNITS (CMU) SHALL BE LAID
RUNNING BOND UNLESS NOTED OTHERWISE.
4. ALL OUTSIDE CORNERS SHALL BE SQUARE NOSED UNLESS
NOTED OTHERWISE.
5. PROVIDE PRECAST CONCRETE OR STEEL LINTEL OVER ALL
MASONRY OPENINGS IN MASONRY WALLS AND PARTITIONS.
SEE DRAWINGS OF OTHER TRADES FOR SIZES AND LOCATIONS
OF OPENINGS.
6. DOOR AND FRAME NUMBERS CORRESPOND TO ROOM
NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A
ROOM, A SUFFIX HAS BEEN ADDED (I.E. 100A).
7. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT
MATERIALS (I.E. PLASTER AND MASONRY).
8. PROVIDE MISCELLANEOUS MEfAL SUPPORTS FOR ALL CEILING
SUSPENDED ITEMS.
9. ALL DIMENSIONS ARE FROM FACE OF STUD OR FACE OF
MASONRY, UNLESS NOTED OTHERWISE.
10. ALL DIMENSIONS ARE SHOWN ON DRAWINGS. ANY DIMENSIONS
NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED
WITH THE ARCHITECT. DO NOT SCALE.
11. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE
MINIMUM MANEUVERING CLEARANCE AT THE DOOR APPROACH
PER THE MOST CURRENT AMAERICANS WITH DISABILITIES ACT.
PLAN NOTES: �----
A. A.T.M. UNIT BY BANK EQUIPMENT SUPPLIER. CONTRACTdR
TO VERIFY FINAL ROUGH OPENINGS WITH BANK EQUIPMENT
SUPPLIER.
B. NIGHT DEPOSITORY BY BANK EQUIPMENT SUPPLIER.
CONTRACTOR TO VERIFY FINAL ROUGH OPENINGS WITH
BANK EQUIPMENT SUPPLIER.
C. VISUAL AUTO-TELLER WINDOW BY BANK EQUIPMENT
SUPPLIER. INSTALL PER MANUFACTURERS SPECIFICATIONS.
D. LOCKING ACCESS PANEL, 2'-0" X 2'-0». PAINT TO MATCH
SOFFIT COLOR. COORDINATE LOCATION W/ DRIVE-UP
PNEUMATIC BANKING EQUIPMENT SUPPLIER.
E. �INEAR SOFFIT VENT. PAINT TO MATCH SOFFIT COLOR.
COORDINATE �OCATION W/BANKING EQUIP. SUPPLIER.
F. METAL ROOF VENT (ONE SQ.FT. VENT AREA MIN. EA.),
ONE VENT PER 300 SQ.Ff. ROOF AREA MIN.
G. 3" CANOPY DRAIN REF. SECTION 3/A4.1
H. GALVANIZED MEfAL ACCESS LADDER.
J. 3'-0" HIGH 4" DIA. STEEL BOLLARD. FILL WITH CONCRETE.
PAINT TO MATCH E.I.F.S. COLOR.
K. 5'-0" HIGH 4» DIA. STEEL BOLLARD. FILL WITH CONCREiE.
PAINT TO MATCH E.I.F.S. COLOR.
L. PAINT METAL COLUMN TO MATCH E.I.F.S. COLOR.
M. KNOX BOX LOCATION. COORDINATE WITH LOCAL FIRE DEPT.
N. ROOF-MOUNTED LIGNTS, SEE ELECTRICAL DRAWINGS.
P. 6' TALL ALUMINUM SECURITY FENCE WITH 2" SQUARE POSTS
& SQUARE PICKEfS. PROVIDE (2)3'-0" GATE LEAFS.
Q. ELECTRICAL PANELS; SEE ELECTRICAL DRAWINGS FOR EXACT
LOCATION AND CLEARNCE REQUIREMENTS.
R. 30"x36" PREFABRICATED METAL ROOF HATCH;
SEE DEfAI� 9/A2.1
S. PROVIDE HOLE IN SLAB FOR GATE DROP BOLTS.
T. PROVIDE SCORE@DRIVE-UP SOFFIT SEE 7/A3.1 "BLOCK SCORE"
KEYNOTES
DIVISION i - GENERAL REQUIREMENTS
t.t THESE GENERAL NOTES AJ2E ORGANIZED BASE UPON THE CONSTRUCTION
SPECIFlCATIONS INSTITUTE S 16 DIVISION FORMAT. THE ORGANIZAtiON
OF THESE GENERAL NOTES INTO DIVISIONS CONFORMS IN GENERAL WfiH
THE PROJECT MANUAL PREPARED FOR THIS PROJECT.
DIVISION 3 - CONCRETE
03 30 OO.A CONCREfE SLAB ON VAPOR BARRIER. REF. STRUCT. DWGS.
03 30 OO.B CONCREfE FOOT�NG REFERENCE STRUCTURAI DRAWINGS.
03 30 OO.0 CONTINUOUS GROUf. REFERENCE STRUCTURAL DRAWINGS.
03 30 OO.D STEEL REINFORCING. REFERENCE STRUCTURAL DRAWINGS.
03 30 OO.E CONCREfE GRADE BEAM. REFERENCE SIRUCTURAL DRAWINGS.
DIVISION 4 - MASONRY
04 20 OO.A fACE BRICK - STACK BOND
04 20 00.8 NOT USED.
04 20 OO.0 SELf-ADHESNE> FLEXIBLE SHEET FLASH►NG.
04 20 OO.D MORTl�t._NE(
04 20 OO.E WEEP vtNTiLATOR LOCA170N. SEE SPf�CIFICATIONS FOR MAX. SPACING.
04 20 OO.f HORI�ONTAL JOINT REINFORCING � 16 O.C. VERTICALLY
04 20 OO.G 8x8x16 NOMINAL NORMALWEIGHT CONCREfE MASONRY UNIT.
04 20 OO.H 8x8x16 NOMINAL NORMAIWEiGHT CONCREfE MASONRY UNIT GROUT
SOUD.
04 20 OO.J tOx8x16 NOMINAL NORMALWEIGHT CONCREfE MASONRY UNIT GROUT
SOLID.
04 20 OO.K 6x8x16 NOMINAL NORMALWEIGHT CONCRETE MASONRY UNIT GROUT
SOUD.
04 20 OO.L STAINLESS STEEL �HING EDGE.
04 20 OO.M FLEXIBL� ANCHOR W TRIANGULAR TIE � 24" O.C. VERTICALLY
A�lD 16 O.C. HORI ONTALLY. ATfACHED DIRECTLY TO MEfAI STUDS.
04 20 OO.N 4 C.M.U. SOAP
04 20 OO.P 12x8x16 NOM. NORMALWEIGHT C.M.U. - GROUT SOLID
04 20 OO.Q THROUGH-WALL FLl�SHING
04 20 OO.R BRICK VENTS � 24 O.C. HORIZ.
04 20 OO.S NOT USED.
04 20 OO.T AN HO,� 80LT � 6'-0" MAX. SPACING
04 2a OO.0 11�4 LIMESTONE CAP WITH MITERED EOGE
04 20 OO.V LIMESTONE - SMOOTH FACE
DMSION 5 - MEfALS
05 12 OO.A STRUCTURAL STEEI F It�G ME B,�R. REf. STRUCTURAI, ORAWINGS
05 50 OO.A VE CAL LADDER W/ 1 2 x2 1�2 FLAT 8AR RA�t�S 18 APART W%
3 E�I�NANCHOR WIGTH i%2�2 ��2"AL-S�HAPED FICAT ��a°M
5'-0 O.C. MAXI�,UM.
05 50 00.8 PIPE BOLIARD. 4 DIA. HEAVY GAUGE STEEI PIPE.
05 50 OO.0 MISCELLANEOUS STEEL REFERENCE STRUCTURAL DRAWINGS.
DMSION 6- WOOD AND PLASTiC
O6 tQ OO.A
O6 10 00.8
06 10 OO.0
06 ta OO.D
O6 10 OO.E
O6 10 OO.f
O6 10 OO.G
O6 ta OO.H
O6 10 OO.J
O6 16 43.A
06 17 53.A
O6 18 OO.A
�s �8 Q�.B
O6 18 OO.0
O6 18 OO.D
DIVISION 7- THERMAL AND MOISTURE PROTECTION
07 11 OO.A BITU i►�OUS DAMP-PROOFlNG.
07 11 OO.B t 1 2 PERIMEfER EXTRUDED POLYSTYRENE INSULATION.
07 21 OO.A R-19 UNfACED GLASS FIBER BATT INSULATION.
07 21 OO.B EAVE VENTILATION THROUGH
07 21 OO.0 NR �NFlLTRATiON BARRIER
07 21 OO.D 3/4 RIGID INSULATION
07 21 OO.E 6 Mil POLYEfHYLENE VAPOR BARRIER.
07 24 OO.A EXTERIOR INSULATION FINISH SYSTEM.
07 24 OO.B EXTERIOR INSULATION FINISH SYSTEM REVEAL.
07 24 OO.0 CONTINUOUS SOFFIT VENT
07 24 OO.D EXTERIOR INSULATION FINISH SYSTEM HARD COAT.
07 53 23.A FULLY ADHERED EPDM FLEXIBLE SHEEf ROOFING SYSTEM.
07 53 23.B R-20 POLYISOCYANURATE ROOf INSULATION.
07 53 23.0 BUILT-UP INSULATION TO ACHIEVE POSffiVE DRAINAGE.
07 53 23.D LAP SEALANT.
07 53 23.E TERMINATION BAR.
07 53 23.F COUNTER FLASHING.
07 62 OO.A MEfAL FLASHING.
07 62 OO.B FLASHING WITH STAINLESS STEEL CLAMP RING.
07 62 OO.0 PREMANUFACTURED AND PREFlNISHED MEfAI
COPING WITH PREMANUFACTURED ANCHOR PLATE.
07 62 OO.D PREMANUFACTURED AND PREFlNISHED MErAL
SCUPPER BOX AND DOWN SPOUT.
07 72 OO.A METAI ROOf YENT-ONE SQ.Ff. MIN.
07 92 OO.A SEALANT JOINT WITH BACKER ROD
07 92 OO.B SEALANT JOINT.
07 92 OO.0 ISOLATION JOINT WITH PREFORMED JOINT FILIER AND SEALANT.
07 92 OO.D WATER CUT-OFF MAS17C.
DIVISION 8- DOORS AND WINDOWS
08 41 OO.A ALUMINUM STOREFRONT
08 41 00.8 ALUMINUM THRESHOLD
08 41 OO.0 EXTRUDED AIUMINUM SILL CAN.
08 41 OO.D ALUMINUM BREAKMEfAL FlNISNED TO MATCH STOREFRONT.
08 41 OO.E R-8 SEMI-RIGID INSULATION WITH ATTACHMENT CLIPS.
08 41 OO.F SILL FIASHING AND WATERDAM TO MATCH STOREFRONT.
08 41 OO.G SHIMS BY STOREFRONT SUPPLIER.
08 41 OO.H AL�►�INUM ENTRANCE WITH WIDE STYLE OOOR.
08 80 OO.A 1 4 CLEAR TEMP�RED GLASS. REFERENCE ELEVATIONS FOR T`lPE.
08 80 OO.B B ONZE 17NTED t INSULATING GLASS - REFERENCE ELEVS FOR TYPE.
08 80 OO.0 BRO�JZE TINTED SPANDREL GLASS WITH INSULATED PANEL
08 80 OO.D 3/4 THICK VERDE GREEN MARBLE TILE.
DIVISION 9 - FINISHES
09 21 OO.A 5/8; GYPSUM WAII BOARD.
09 21 OO.B 5/8p EXTERIOR GRADE GYPSUM BOARD SHEATHING.
09 21 OO.0 t/2 j�iiCK CEMENTiTiOUS BACKER UNIT$. „
09 21 OO.D 1 1 2 20 G�1 RUNNER CHANNELS � 4-0 O.C. WITH 7/8" FURRING
STR S� i6 O.C. METAL SUSPENSiON SYSTEM.
09 51 23.A ACOUSTICAL PANEI CEILING SYSTEM.
09 91 OO.A PNNTED FINISH.
09 97 OO.A HiGH PERfORMANCE-COATINGS-AIiPHATiC POLYURETHANE.
DIVISION 31 - EARTHWORK
31 20 OO.A FINISH GRADE.
31 20 00.8 DRAINAGE FILL.
31 20 OO.0 COMPACTED EARTH.
31 20 OO.D COMPACTED GRANULAR Flll
DIVISION 32 - EXTERIOR IMPROVEMENTS
32 13 13.A CONCRETE SIDEWALK/DRIVE. REFERENCE CNIL DRAWINGS.
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