MARSHVIEW 1490 (2) i
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A
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Periods only used on one word abbreviations, if the abbreviation ' m
4D ABBREVIATIONS BIT•is a different word b itself; e, . ARCH., , and LAM.GENERAL NTTEPeriods are usually used when abbreviating multiple words, unless they SHEET I D S m 2 E .
are very common without periods; e,g. AFF, HVAC, R/A, and WN.
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A.B. ANCHOR BOLT FAS FASTEN(ER) PAR PARALLEL
1. All work performed shall comply with all applicable Local and State Building codes, 5. SIDING 8 ROOFING A aav ABOVE P F.B. FACE BRICK P P.BD. PARTICLEBOARD
Ordinances,and Regulations and 811 other authorities having Jurisdiction. A1C AIR CONDITIONING F.B.O. FURNISHED BYOTHERS PC.CQNC. PRECASTCONCRETE
ENAMEL
ARCHITECTURAL
ACC ACCESS F.D. FLOOR DRAIN P.E. PORCELAIN ENAMEL �
A. Vapor Barrier shall be applied on all exterior walls. install as per manufacturer's AC.T. ACOUSTICAL TILE(CLG) F.E. FIRE EXTINGUISHER PED PEDESTAL(SINK)
requirements. AFF ABOVE FINISH FLOOR F.F. FINISH FLOOR(LINE) PERI PERIMETER
2. Minimum Design Loads: A.D. AREA DRAIN F.G. FIXED GLASS PKG PARKING
B. Install#15(min.)felt under all shingles. ADD ADDENDUM FOL FIBERGLASS PL PLATE(HEIGHT) A4■O COVER SHEET
FLOOR: 40 P.S.F.Live Load ADH ADHESIVE FIN FINISH P.LAM. PLASTIC LAMINATE
10 P.S.F.Dead Load C. Nails only to be used for roof shingle attachment. ADJ ADJUSTABLE FLG FLASHING PLAS PATER
No staples alloyed. AGG AGGREGATE FLR FLOORING) PNL PANEL
A1.1 INDEX, ABBREVIATIONS, SYMBOLS AND
A.H.U. AIR HANDLING UNIT FLUR FLORESCENT(LIGHT) PNT PAINT(ED) 0
ROOF: 40 P.S.F.Live Load ( 0
10 P.S.F.Dead Load D. Flash all roof to wall conditions. ALT ALTERNATE FN FENCE PR PAIR(OF) GENERALNOTES
ALUM ALUMINUM FIND FOUNDATION
A.P. ACCESS PANEL F.O. FACE OF PREFAB PREFABRICATED
Verify design loads with local Building codes and conditions.Refer to Structural E. Gutters to be 5'(min.).27 gauge aluminum with baked enamel finish. Downspout to be 4' APX APPROXIMATE FP FIREPROOF PSF POUNDS PER SQUARE FOOT w �_
PSI POUNDS SQUARE WCHEngineering for all structural details,sPecifications,and notes. .20gauga aluminum with baked enamel finish. ARCH. ARCHITECT(URAL) FPHB FIREPROOF Bi88 PTN PARTITION
ASPH ASPHALT FPL FIREPLACE P.T. PRESSURE TREATED WOOD) LAYOUTS > o>
A.T. ASPHALTTILE FR FRAME(D)(ING) PV PAVE(D)OR PAVING
AUTO. AUTOMATIC FS FULL SIZE PVC POLYVINYL CHLORIDE(PIPE) f�
3. CONCRETE 6. INSULATION AVG AVERAGE FTG FOOTING PVMT PAVEMENT A2.O FOUNDATION PLAN
AWNG AWNING FUR FURRED(ING) PWD PLYWOOD
A. Foundation types and designs may vary with the individual pendnent soils conditions on A. Provide R-11 (Min.)batt insulation in all exterior walls and R-19(minimum)blown Insulation
each tot. The Architect does not warrant or guarantee this building design in locations (or batt and blown insulation)in all ceilings or rafters adjacent to the exterior onto unheated B �B36 36'WIDE BASE CAB. GA GAUGE Q Q.T. ouARRYTILE A2.1 MAIN FLOOR PLAN
where inadequate soils or landfill occurrences require special or additional design for spaces,plus R-19 at exposed floors. All Insulation to meet HUD minimum property specs. BD BOARD G.B. GYPSUM(WALL)BOARD
BF BI-FOLD(DOOR) G.C. GENERAL CONTRACTOR A2.2 ROOF PLAN
structure or gas mitigation due to these occurrences. R-11 Batts at fireplace chase walls and under fireplace unit BIT. BITUMINOUS GD GRADE OR GRADING R RISER(ON STAIRS)
SLKG BLOCKING G.D.O. GARAGE DOOR OPENER RIA RETURNAIR
BLDG BUILDING GFI GROUND FAULT INTERRUPTER R.B. RUBBER BASE RAD RADIUS A2.3 FRONT & RIGHT ELEVATIONS
'- !r
BLK BLOCK(CMUs) GL GLASS OR GLAZING
B. All design,revisions,engineering,installation and liability Of sort conditions, mitigation BLKG BLOCKING GLBK, GLASS BLOCK
RBL RUBBLE A2.4 REAR & LEFT ELEVATIONS C
9tY 9 R.D. ROOF DRAIN
BM BEAM G.L GALVAN[ZEDIRON
and structural designs due to inadequate soils or landfill oCCUrences shall be the REFR REFRIGERATOR =
responsibility of the'Builder-Developer'oriYSsubcontractors involved with the design and 7. DRYWALL B.M. BENCHMARK GT GROUT REO REQUIRED A2.5 INTERIOR ELEVATIONS
- installation of such;and the Architect shall not be held liable BFPASS(DOOR)
abte or responsible for their RES RESILIENT riy
implementations. A. All walls to haveY'gypsum and all ceiling t um y,ceiling board unless BRG BEARING H 4rH 42'HIGH(WALL) REV REVISION(S),REVISED .,. �.
2 9 +1 9 BRK BRICK HB HOSE BBB REINF RFORCED(WG) ELECTRICAL �1
noted otherwise. B.S. BOTH SIDES H.C. HOLLOW CORE RFG ROOFING
BSMT BASEMENT HO HEAD OR HARD RJ.B. REINFORCED JUNCTION BOX
B. Use water resistant gypsum board for exposed walls and ceiling at shower and tub wall BTM OR BOT BOTTOM H.D. HEAT DETECTOR OR HEAVY DUTY RLG RALING
C. Contractor shall be responsible for size,location and installation of revised steel reinforcing areas receiving fiberglass enclosure. BTWN BETWEEN HDR HEADER R&M RANGE W/MICROWAVE
per local codes or specific soil conditions,whichever is more restrictive. BVL BEVELED HDW HARDWARE RM Roots E11 MAIN FLOOR ELECTRICAL PLAN
B.W. BOTH WAYS HGT HEIGHT R.O. ROUGH OPENING . co
H.M. HOLLOW METAL R.O.W. RIGHTOF WAY r'
8. INTERIOR TRIM AND FINISHES to be selected by contractor. CAB CABINET_ HOR2 HORIZONTAL Q) ti
D. Soil test must be approved by Geo technical Engineer prior to footing pour. CEM CEMENT IN CO �
C C.S. CATCH ( )
>=
HR HOUR DETAILS
CEA CERAMIC H.R. HALF ROUND(WINDOV4Q SC SOLID CORE(DOOR) C
9. DOORS&WINDOWS HS HORIZONTAL SLIDER S SCH SCHEDULE CM
CF CUBIC FOOT HTG HEATING ca CO
E. All concrete footings are designed to bear on minimum soil pressure of 3000 s.f.and SD SMOKE DETECTOR
P CHAM CHAMFER HVAC HEATINGNENTILATIMAIRCOND. SEC SECTION
shall be placed on firm,undisturbed soil 3'-6'minimum below grade. Contractorto A. All patio doors-operable leaf inside. C.I. CAST IRON HWD HARDWOOD(FLOORS) S.F. SQUAREFEET _
reinforce concrete footings and poured concrete walls as required forspecific soil conditions C.LP.CONC. CAST IN-PLACECONC. ADA FOUNDATION & WALL SECTIONS � 0 LI-
SF.GL SAFETYGLASS m —
ortotal codes,whichever,is more restrictive. B. Doer and window Infiltration shall be in accordance with local ordinance and shall meet cIR CHICLE I.B. IRONINGBOARD u- T`
performance standards ANSVAAMA 101-88 for metal windows DH-C40 for vinyl windows CIRC CIRCUMFERENCE ' I.D. INSIDE DIAMETER S.G.D. SLID U40LE GLASS DOOR ISH AD.2 ROOF SECTIONS _�
SH SWGLEHUNGORSHELF(VING) V rZ-
and the CRF shall not be less than 55. CJ. CONTROLJOiNT OR CONSTRUCTION JOINT I.L.O. IN LIEU OF °r7 Q?
CK CALK(ING)CAULK(WG) I.M. INSULATED METAL BHT (DRAWING)SHEET AD.3 MISC DETAILS m !8SHTHG SHEATHING
F. All concrete shall attain a 28 day compressive strength of 3,000 ps.i. CLO CEILING CL CLOSET OR CENTER LINE INS OR INSUL INSULATED(TION) SIM SIMILAR4 o
CLR CLEARANCE) '"T INTERIOR SKL SKYLIGHT AD.4 MISC DETAILS ! J--
C. Provide insulating double glazing at all exterior glass areas and tempered glass in all sliding CLS CLOSURE OR CLOSER(DOOR) JST JOIST(FLOOR
FLOOR OR ROOF) SL SIDELIGHT OR SLEEVE tCO
G. Provide minimum 4'concrete cover at under slab utility locations. When concrete glass doors and in windows as per local codes cM CENTIMETER(S) tJ JT DONT SNT SEALANT AD.5 MISC DETAILS
encasement of utility lines is required,Increase slab thickness at utility line. Install CMU CONCRETE MASONRY UNIT SPC SPACER
SPEC SPECIFICATIONS O
utilities lines well below slab. C.O. CASEDOPENWG KD KNOCKDOWN(CEILING)
D. Caulk at all sash,sliding glass doors,entrance doors and bottom plates(all sides of COL COLUMN KIT KITCHEN SPK (AUDIO))SPEAKERS
S STP
and head Hash all windows and doors. COMB COMBINATION KO KNOCKOUT SST. STAINLESSSEEL
openings)• STD STANDARD
H. Provide isolation joint material(asphalt impregnated)between foundation waft and all stabs CONC CONCRETE KPL KICKPLATE(ON DOOR) STG OR STO STORAGE
Including patio, porch and sidewalks. COND (AC)CONDENSER KIS KNEE SPACE
STL STEEL
CONST CONSTRUCTION
10. MECHANICAL&ELECTRICAL CONT CONTINUOUS i LAM. LAMINATE(D) SSO STRUCTURAL
CONTR CONTRACTOR I,. LAV L LOCATION
SQ SQUARE DIMENSION N
I. Provide'Zip Strip'or tooled control joints where indicated on the foundation plans. cORfl CORRUGATED L.B.C. LOCATION BYOTHERS SUS SUSPENDED
A. All electrical and plumbing requirements shall comply with local building codes. All outdoor, CPR COPPER S.W. SHEAR WALL
LIV LIVING
bathroom and garage wall receptacles shall be provided with ground fault circuit protection. C OR CPT CARPET LL LIVE LOAD T TREAD(AT STAIRS)OR TLE
4. FRAMING Service panels to be(min.)20 circuit,100 amp,110 volt CRS COURSE(S) LP. LAMINATED PLASTIC T T.B. TOWER BAR
CSMT CASEMENT LT LIGHT T.B.D. TO BE DETERMINED
CST. CASTSTONE LT. LAUNDRYTUB TO TERRA COTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD i O
A. Laminated veneer lumber(LVL)shall provide the design values equal to orexceeding the C.T. CERAMICTLE LTL LINTEL T.CJ. TROWELEDCONTROLJOINT FACE OF STUD,UNLESS OTHERWISE NOTED.
following: B. Provide gray box for washer and provide solid metal dryer vent(taped-no screws)to CTR CENTER OR COUNTER LVL LAIJ VENNER LUMBER(BEAMS) TEMP. TEMPERED(GLASS)
exterior. CX CONNEXTK)N LVR LOUVER T80 TONGUE&GROOVE
2800 psi In Bending,Fb CY CUBICYARD TEL TELEPHONE
285 psi in Horizontal Shear,Fv C. All sewer and water sleeves to be depth and separation as per local code below adjacent D 1r0 12'DEEP M METER(t) THK THICK(NESS)
MAX MAXIMUM THR THRESHOLD
2,000,000 psi in Modulus of Elasticity,E finish grade. D DRYER,OR DRAW MAS MASONRY T.O.C. TOP OF CONCRETE
DBL DOUBLE MATL MATERIAL T.O.F. TOP OF FOUNDATION
B. Unless otherwise noted,all dimension framing lumber shall have an allowable bending DECO DECORATIVE MC MEDICINECABINET T.O.M. TOP OF MASONRY
stress+875 p.s.l.,(1000 psi repetitive)or better. D. Provide main sewer clean-out within 5'-0'inside or outside of the building line unless noted DEM DEMOLISH,DEMOLITION MECH MECHANICAL T.O.W. TOP OF WINDOW
Otherwise. DEP DEPRESSED MFR. MANUFACTURER TRORTRN TRANSOM(WINDOW)
DET DETAL MH MANHOLE TP TOILET PAPER HOLDER VARIES
C. Unless otherwise noted,provided: E. In all buildings a continuous conduit shall be installed from the water meterto an exterior D.F. DRINKING FOUNTAIN MIN MLJIMUM TV TELEVISION OUTLET OR LOCATION
remote water meter reader at a location to be approved by the Water Department The DH DOUBLE HUNG MIR MIRROR TYP TYPICAL
1. All trusses shall be securely braced both during erection and after permanent installation in conduit shall be capable of accepting a low voltage minimum 2 conductor cable supplied DDM DIAMETER IDIMENSION
MISC MISCELLANEOUS
a buildingIn accordance with comments and recommendations as published by the Truss and installed b the electrical contractor.The cable shall be copper a minimum#18. DIM DIMENSION MLD MOULDING UC UNDERCUT(DOOR)
commentary Pu Y PPe
Plate Institute. The water department shall make the connections. D.L. DEADLOAD MM MILLIMETER U UNF UNFINISHEDON DOWN(STAIRS) MMB MEMBRANE U.N.O. UNLESS NOTMOTHERWME DIMENSIONS ARE TAKEN FROM FACE TO FACE OF MASONRY
D.P. DAMP-PROOFING M.O. MASONRYOPENING
DR DOOR MOD MODULAR VS VANTTYBASE UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD.
2 i'high density T&G.Plywood subfloor glued and nailed. Panel span rating shall be APA DRY DRYER MACHINE MRS MARBLE v V.B. VAPOR BARRIER
2 ( DS DOWNSPOUT
2413 , Exposure 1,with sealed edges. Install per manufacturers'spacing and edge Mn METAL vB36 36•WIDEVANiTYBASE
recommendations. F. Water service shall be 1'minimum from each exterior shut off valve. D/S DRAWER STACK(MIN" MT MOUNTED(ING) VERT VERTICAL
D.T. DRAINTLE MULL MULLION OR Mut VIN (SHEET)VINYL
DTL DETAL V.S. VEGTABLESWK
DW DISHWASHER AI NIA NOTAPPLICABLE V.T. VINYLTLE CO Cn
3• Y'underlayment(minimum)under vinyl or tile on wood frame floor systems. G. All shower head heights to be 80'AFF at fiberglass showers and 84'AFF at ceramic DWG DRAWING N N.I.C. NOT W CONTRACT W_
showers. DWR DRAWER NL NAILABLE ,�+ W3630 36'WX30'HWALLCABCC
NOM NOMINAL Y Y W WIDE OR WASHING MACHINE
4• Min'%high density O.S.B.wood roof sheathing With'H'dips.APA panel span rating shelf EB EYEBROW(FIATARCH) N.G.V.D. NAT.GEODETLUICVERTICAL DATOM WC WATER CLOSET
j
be 24/0.exposure 1,with sealed edges.Install per manufacturers!spacing and edge w0 WOOD
recommendations. E.F. EACH FACE i
recommendations.
IMPORTANT NOTE: EJ. EXPANSIONJOINTO OA OVERALL WF WIDE RIANGE(STEELBEAM)
OBS OBSCURE(GLASS) WH WATER HEATER
ALL REFERENCES BY STRUCTURAL & MEP EL ELEVATION O.C. ON CENTER W.H. WALLHUNG ! _
D. Roof truss s stems shall be fabricated with wood chords and wood webs in accordance with ENGINEERING WILL SUPERCEDE ALL NOTES ELEC ELECTRIC(AL) O.CAB. OUTSIDEDIAMETET WI WALK-INC IRON
OSE
Y E.P. ELECTRICALPANFI
designs prepared under the supervision of a registered professional engineer. ' EQ EQUAL O.D.-DOUTSIDEDIAMETER GARAGE
WIC WALK-IN CLOSET
REFERENCES & CALLOUTS ON THE ARCHITECTURAL EST ESTIMATE O.O.D. OVERHEAD GARAGE DOOR WIN WINDOW
E.W.C. ELECTRIC WATER COOLER OH OVERHEAD W/W/O WITH OR WiTHOIrT
PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & ExG EXITING OPNG OPENING WP WATERPROOF(ING)
OPT OPTIONAL W.R. WATER RESISTANT
E. Roof trusses manufacturer shall submit 2 sets of sealed shop drawings to budder for CLARIFY CONFLICTING INFORMATION. EXH EXHAUSTapproval of roof trusses and beams
EXT EXTERIOR OSB ORIENTED STRAND BOARD W.S. WATER
NSCOTSOFTENER ATTIC VENT C
WSCT WAINSCOT
W.T.W. WALL TO WALL
WWM WELDEDWIFIEMESH
F. Min%6 exterior grade plywood or OSB wood sheathing behind all masonry veneer,dryvit
paneIs and cedar siding.See elevations for locations.
G sill.ssure Vested(umber to be used where wood is in contact with concrete and for 2x4mud SYMBOLS FORMULA:
1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING
H. Exterior deck construction shall be with pressure treated lumber with dimensions as *144 SQ. IN. = 1 SQ. FT. 1
indicated on the plans.
® EARTH PLYWOOD BLDG. CEILING (SF)X 144 =BLDG (SQ. IN.)
ELEVATION KEY OR SECTION KEYj
SHEET NUMBER `' ='` SAND OR GRAVEL FILL ® INSULATING SHEATHING BLDG. (SQ. IN.)/300 = SQ. IN.OF VENT REQUIRED ;
SQ. IN. OF VENT REQUIRED 12=50%AT RiDGE&50%AT EAVES
WOOD STUD PARTITION ® BATT INSULATION ! �® o
DETAIL NUMBER OR SECTION KEY j
SHEET NUMBER 3-2X4 WOOD POST OR 2-2X6 AREA TABULATION g z
UNLESS OTHERWISE NOTED RIGID INSULATION
a
a
® BR,aKline
Cfl
WATER CLOSET MAiN FLOOR PLAN 1538 SQ.FT.
ANGLE
CONCRETE BLOCK SECOND FLOOR 717 SQ.FT. v s
CENTERLfNE :.Q..-71--1 TOTAL A/C AREA 2255 SQ.FT. 2
d... CONCRETE TUB/SHOWER
HB HOSE BIBB (FREEZE PROOF) FRONT PORCH 92 SQ.FT.
STONE 'T °'
LANAI 243 SQ.FT. C "
9— GAS UNE STUB `X
O LAVATORY
STEEL GARAGE 414 SQ.FT.
® '�.:. ,;,:.�,� ma E
d PENNY BALCONY NY SQ.FT.
® DIMENSIONAL LUMBER DOUBLE SINK BA 153
PERPENDICULAR ❑❑
—1-- TOTAL UNDER ROOF 3157 SQ.FT. JOB NO. 04-BS-0034
D PLATE BLOCKING
I L SINGLE SINK DECK 107 SQ.FT. Pine Key
ROUND OR DIAMETER ® FINISH GRADE WOODS
❑ ECON D FLOOR 99 SQ.FT.—
SHEET TiTLE SHEET
TOTAL AREA 3363 SQ.FT.
GENERAL NOTES
A1 . 1
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