.bPoint B Design Group
1009 W 6TH ST STE 207AUSTIN, TX 78703o. 512-568-9803
MARGARET WYLIE
24341
A0.00
GENERALINFORMATION
DATE:
DRAWING TITLE:
9/21/2021
SHEET NUMBER:
©2019 Point B Design Group
SCALE:
9/21/2021
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DO NOT SCALE DRAWING
The drawings, specifications, ideas,designs, and arrangements presented
herein are and shall remain theproperty of Point B Design Group. No
part thereof shall be copied, disclosedto others or used in connection withany work or project other than the
specific project for which they wereprepared and developed without the
written consent of Point B DesignGroup. Visual contact with these
drawings shall constitute conclusiveevidence of acceptance of these
restrictions.
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CIVIL
NO.
C0.0C1.0C1.1C2.0C3.0C4.0C5.0C6.0C7.0C8.0C9.0C9.1C11.0
TITLE
COVER SHEETGENERAL NOTESGENERAL NOTESEXISTING SITE PLANPROPOSED SITE PLANIMPERVIOUS COVER PLANPROPOSED FIRE PROTECTION PLANDIMENSION CONTROL PLANGRADING PLANPROPOSED PAVEMENT PLANGENERAL DETAILSGENERAL DETAILSUTILITY DETAILS
ARCHITECTURAL
NO.
A0.01A0.02D1.00A1.00A2.01A2.10A2.11A2.20A3.00A3.01A4.00A6.00A7.00A7.01A7.02
TITLE
COVER SHEETARCHITECTURAL NOTESSITE DEMOLITION PLANSITE PLANLIFE SAFETYCORE & SHELL FLOOR PLANSROOF PLANRCPBUILDING ELEVATIONSBUILDING ELEVATIONSBUILDING SECTIONSSCHEDULESDETAILSDETAILSDETAILS
STRUCTURAL
NO.
S0.0S1.1S1.2S1.3S2.1S2.2S2.3S2.4S2.5S2.6S3.1S4.1S4.2S4.3S4.4
TITLE
COVER SHEETGENERAL NOTESGENERAL NOTES AND SPECIAL INSPECTIONSCHEDULESFOUNDATION LAYOUTSAWCUT LAYOUTSECOND FLOOR FRAMING/LOW ROOF FRAMING LAYOUTHIGH ROOF FRAMING LAYOUTSTAIR FRAMING LAYOUT AND SECTIONSSTAIR DETAILSFOUNDATION DETAILSCOLUMN BASE PLATE DETAILSTYPICAL STEEL FRAMING DETAILSTYPICAL STEEL FRAMING DETAILSSTEEL BEAM CONNECTIONS DETAILS
MEP
NO.
E 1.0E 1.1ES 1.0P 1.0P 1.1P 2.0P 3.0
TITLE
FIRST FLOOR ELECTRICAL PLANSECOND FLOOR ELECTRICAL PLANELECTRICAL SITE PLANFIRST FLOOR PLUMBING PLANSECOND FLOOR PLUMBING PLANPLUMBING SCHEDULES AND DETAILSPLUMBING SPECIFICATIONS
ARCHITECT:MAGGIE WYLIE , AIA , NCARBPOINT B DESIGN GROUP1009 W 6TH ST STE 207AUSTIN, TX 78703T. 512.568.9803
PROJECT TEAMPROJECT INFORMATION
OWNER: EAST SAN ANTONIO STREET PARTNERS LLCADDRESS: 219 E SAN ANTONIO ST NEW BRAUNFELS, TX 78130
ZONING: C-2 HD
LEGAL DESCRIPTION:CITY BLOCK 2003, LOT 97 SW 50, ACRES .22
MAX BLDG HEIGHT: 75 FT
DESCRIPTION:DEMOLITION OF EXISTING OFFICE BUILDING AND CONSTRUCTION OFA NEW COMMERCIAL BUILDING
DRAWING INDEX
CIVIL ENGINEER:TREVOR TAST, PETX2 ENGINEERING645 FLORAL AVE STE CNEW BRAUNFELS, TX 78130T. 816.510.9151
CONTRACTOR:MATT SCHUMANNWOOLSEY CONSTRUCTION LLC111 W SAN ANTONIO ST STE 200NEW BRAUNFELS, TX 78130T. 830.317.1717
STRUCTURAL ENGINEER:A-1 ENGINEERING, LLC1006 VANCE JACKSON RD.SAN ANTONIO, TX 78201T. 210.591.8829
MEP ENGINEER:RAY GONZALESLEGION DESIGN GROUP, LLCP.O. BOX 690363SAN ANTONIO, TX 78269T. 210.367.3133
.bPoint B Design Group
1009 W 6TH ST STE 207AUSTIN, TX 78703o. 512-568-9803
MARGARET WYLIE
24341
A0.01
COVER SHEET
DATE:
DRAWING TITLE:
9/21/2021
SHEET NUMBER:
©2019 Point B Design Group
SCALE:
9/21/2021
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DO NOT SCALE DRAWING
The drawings, specifications, ideas,designs, and arrangements presented
herein are and shall remain theproperty of Point B Design Group. No
part thereof shall be copied, disclosedto others or used in connection withany work or project other than the
specific project for which they wereprepared and developed without the
written consent of Point B DesignGroup. Visual contact with these
drawings shall constitute conclusiveevidence of acceptance of these
restrictions.
SEAL
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ARCHITECTURAL DRAWING REVISIONS
NO.
A0.01A0.02D1.00A1.00A2.01A2.10A2.11A2.20A3.00A3.01A4.00A6.00A7.00A7.01A7.02
TITLE
COVER SHEETARCHITECTURAL NOTESSITE DEMOLITION PLANSITE PLANLIFE SAFETYCORE & SHELL FLOOR PLANSROOF PLANRCPBUILDING ELEVATIONSBUILDING ELEVATIONSBUILDING SECTIONSSCHEDULESDETAILSDETAILSDETAILS
CURRENTREVISION
000000000000000
DATE
9/15/20219/15/20219/15/20219/15/20219/15/20219/15/20219/15/20219/15/20219/15/20219/15/20219/15/20219/15/20219/15/20219/15/20219/15/2021
DESCRIPTION
PERMITPERMITPERMITPERMITPERMITPERMITPERMITPERMITPERMITPERMITPERMITPERMITPERMITPERMITPERMIT
219 E SAN ANTONIO ST
REIMER BUILDING SHELL
PROJECT INFORMATION
OWNER: EAST SAN ANTONIO STREET PARTNERS LLCADDRESS: 219 E SAN ANTONIO ST NEW BRAUNFELS, TX 78130
ZONING: C-2 HD
LEGAL DESCRIPTION:CITY BLOCK 2003, LOT 97 SW 50, ACRES .22
MAX BLDG HEIGHT: 75 FT
DESCRIPTION:DEMOLITION OF EXISTING OFFICE BUILDING AND CONSTRUCTION OFA NEW COMMERCIAL BUILDING SHELL
VICINITY MAP
DRAWING INDEX/REVISIONSGENERAL NOTES
1. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING ALL CONTRACT DOCUMENTS, FIELDCONDITIONS, AND DIMENSIONS FOR ACCURACY. IF THERE ARE ANY QUESTIONS REGARDING THESE OR OTHERCOORDINATION ISSUES, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECTVIA WRITTEN RFI TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK IN QUESTION OR ANY RELATED WORK
2. ALL WORK NOTED ""BY OTHERS"" OR ""N.I.S"" IS TO BE ACCOMPLISHED BY ANOTHER CONTRACTOR OR HIS/HERSUBCONTRACTORS AND IS NOT BE PART OF THE CONTRACT SUM.
3. THE CONTRACT DOCUMENTS CONSIST OF THE ARCHITECTURAL DRAWINGS, SPECIFICATION BOOK ORSPREADSHEET, STRUCTURAL DRAWINGS, GEOTECHNICAL REPORT, SURVEY, AND ANY OTHER RELATEDDOCUMENTATION. CONTRACT DOCUMENTS SHALL BE CONSIDERED IN WHOLE AND ARE NOT INTENDED TO BESEPARATED.
4. ALL CONSTRUCTION IS TO COMPLY WITH ALL APPLICABLE CODES, ORDINANCES AND REGULATIONS (CITY,STATE, AND NATIONAL) IBC 2018
5. CARE IS TO BE TAKEN AT ALL TIMES TO PROTECT OWNER'S SITE AND PROPERTY
6. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL FEES AND PERMITS NECESSARY TO COMPLETE THE WORKDESCRIBED IN THE CONTRACT DOCUMENTS
7. PROVIDE FIRESTOPPING IN ALL THE FOLLOWING LOCATIONS: A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS INCLUDING FURRED OUT SPACES, CEILINGS,AND FLOORS B. AT ALL INTERCONNECTIONS BETWEEN VERTICAL AND HORIZONTAL SPACES SUCH AS SOFFITS, DROPPEDCEILINGS, COVE CEILINGS, ETC C. IN CONCEALED SPACES AT STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN D. AT OPENINGS AROUND VENTS, PIPES, CHIMNEYS, AND FIRE PLACES AT CEILING AND FLOOR LEVEL WITHNON COMBUSTIBLE MATERIALS
8. PROTECT ALL TREES WHICH ARE TO REMAIN (REFERENCE SITE PLAN FOR TREE PROTECTION GUIDELINES)
9. DO NOT SCALE DRAWINGS. USE WRITTEN DIMENSIONS ONLY.
10. ALL DIMENSIONS, NOTES, FINISHES AND FIXTURES SHOWN ON TYPICAL FLOOR PLANS, SECTIONS, OR DETAILSSHALL APPLY TO ALL SIMILAR, SYMMETRICAL OR OPPOSITE HAND SECTIONS AND DETAILS.
11. SUBMIT TO THE ARCHITECT FOR REVIEW, PRIOR TO CONSTRUCTION, ALL REQUIRED SHOP DRAWINGS, SAMPLESAND PRODUCT INFORMATION AS CALLED FOR BY THE PROJECT SPECIFICATIONS
12. REFER TO OWNER'S LEGAL PLAT SURVEY FOR FURTHER INFORMATION REGARDING ""IRON RODS FOUND"",""BASE CORNERS"", ""BENCHMARK ELEVATIONS""
13. REFER TO OWNER'S SURVEY REGARDING SPECIAL FLOOD HAZARD AREAS (BY FEMA) AND OTHER FLOOD PLANINFORMATION NOT DESCRIBED IN THE SITE PLAN DRAWING
14. DESIGN SPECIFICATIONS ARE AN INTEGRAL PART OF THESE DRAWINGS
15. ALL DIMENSIONS ARE TO FRAMING UNLESS NOTED OTHERWISE.
SAN A
NTONIO
ST
LANDA ST
.bPoint B Design Group
1009 W 6TH ST STE 207AUSTIN, TX 78703o. 512-568-9803
MARGARET WYLIE
24341
A0.02
ARCHITECTURAL NOTES
DATE:
DRAWING TITLE:
9/21/2021
SHEET NUMBER:
©2019 Point B Design Group
SCALE:
9/21/2021
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DO NOT SCALE DRAWING
The drawings, specifications, ideas,designs, and arrangements presented
herein are and shall remain theproperty of Point B Design Group. No
part thereof shall be copied, disclosedto others or used in connection withany work or project other than the
specific project for which they wereprepared and developed without the
written consent of Point B DesignGroup. Visual contact with these
drawings shall constitute conclusiveevidence of acceptance of these
restrictions.
SEAL
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SCALES ARE 50% OF NOTEDWHEN PRINTED ON 11 X 17PAPER
C
1
+6" A.F.F.
N
MATCH LINERE: A2.04
SS-1
CPT-1
P1B4
N
101
A8.12D1
C1
B1
A1
18" AFF
J
H
S
T
I
S
C
P
A1/A8.10
34
FL
S22
0
M
M
M
+6"
+6" A.F.F.
A
1
C
B
A
D
A
B
C
D
E
A
B
C
E
F
ABBREVIATIONS
H
J
L
B
A
C
E
D
I
G
F
M
O
P
Q
R
N
S
SYMBOLS
CAB. CABINETCB CATCH BASINCCTV CLOSED CIRCUIT TELEVISIONCEM. CEMENTCER. CERAMICCFMF COLD FORMED METAL FRAMINGCIP CAST IN PLACEC.I. CAST IRONCIR. CIRCLECJ CONTROL JOINTCKBD. CHALK BOARDCLG. CEILINGCLG. HT. CEILING HEIGHTCLR. CLEAR(ANCE)CL. CLOSETCM / cm CENTIMETERCMU CONCRETE MASONRY UNITCNTR. COUNTERCOL. COLUMNCOMPRES. COMPRESSIBLECOMP. COMPOSITIONCONC. CONCRETECOND. CONDITIONCONF. CONFERENCECONST. CONSTRUCTIONCONTR. CONTRACTORCONT. CONTINUOUSCORRU CORRUGATEDCORR. CORRIDORCG CORNER GUARDCSMT. CASEMENTCTR. CENTERCTSK COUNTERSUNKC.T. CERAMIC TILECU. FT. CUBIC FOOT (FEET)CU. YD. CUBIC YARDCW COLD/CHILLED WATERC-C CENTER TO CENTERC.O. CASED OPENINGC.W. COOL WHITEC.W.X. COOL WHITE DELUXE
JAN JANITORJST. JOISTJT. JOINT
AB ANCHOR BOLTABV. ABOVEACC. ACCESS / ACCESSIBLEACC. FL. ACCESS FLOORACC. PNL. ACCESS PANELACM ALUMINUM COMPOSITE METALACOUS. ACOUSTICALA.C.T. ACOUSTICAL CEILING TILEADJUST. ADJUSTABLEADJ. ADJACENTAD AREA DRAINA.F.F. ABOVE FINISH FLOORAGG. AGGREGATEALT. ALTERNATEALUM. ALUMINUMANCH. ANCHOR / ANCHORAGEANG. ANGLEANOD. ANODIZEDAPPROX. APPROXIMATEARCH. ARCHITECT / ARCHITECTURALAUTO. AUTOMATICAUX. AUXILIARYAVE. AVENUEAVG. AVERAGEA/C AIR CONDITIONINGA/V AUDIO VISUAL
BD. BOARDB/F BOTH FACESBITUM. BITUMINOUSBLDG. BUILDINGBLKG. BLOCKINGBLK. BLOCKBM BEAMB.M. BENCH MARKBOT. BOTTOMB.O.C. BOTTOM OF CURBBRG. BEARINGBRG. PL. BEARING PLATEBRKT. BRACKETB.S. BOTH SIDESBSMT. BASEMENTBTW. BETWEENB.U.R. BUILT-UP ROOFINGB.W. BOTH WAYSB&B BALLED AND BURLAPPEDB-B BACK TO BACK
I.D. INSIDE DIAMETERINCAND. INCANDESCENTINCL. INCLUDE(D)INFO. INFORMATIONINSUL. INSULATIONINT. INTERIORIN INCH(ES)I.P.S. INSIDE PIPE SIZE
EA. EACHEDF ELECTRIC DRINKING FOUNTAINEFOB EXTERIOR FACE OF BUILDINGEJ EXPANSION JOINTELAS. ELASTIC / ELASTOMERICELEC. ELECTRICALELEV ELEVATOREL. ELEVATIONEMER. EMERGENCYEP EXPLOSION PROOFEQUIP. EQUIPMENTEQ. EQUALESR ELASTIC SHEET ROOFINGE.W. EACH WAYEWC ELECTRIC WATER COOLEREWH ELECTRIC WATER HEATEREXH EXHAUSTEXIST. EXISTINGEXPAN. EXPANSIONEXP. EXPOSEDEXT. EXTERIOR
DBL. DOUBLEDEFL. DEFLECTIONDEPT. DEPARTMENTDF DRINKING FOUNTAIND.H. DOUBLE-HUNGDIAG. DIAGONALDIA. DIAMETERDIM. DIMENSIONDISC. DISCONNECTDISP. DISPENSERD.L. DEAD LOADDMPFG. DAMPPROOFINGDN DOWNDR. DOORDS DOWNSPOUTDTL. DETAILDWC. DRYWALL FURRING CHANNELDWG. DRAWINGDWR. DRAWERD. / d. DEEP / DEPTH
GALV. GALVANIZEDGAL. GALLONGA GAUGEGC GENERAL CONTRACTORGD. GUARDGEN. GENERALG.I. GALVANIZED IRONGL GLASS / GLAZINGGMP GUARANTEED MAXIMUM PRICEGR. GRADE / GRADINGGYP. GYPSUM
LAM. LAMINATEDLAV. LAVATORYLGTH. LENGTHLH LEFT-HANDLV. LEVELLIN. LINEARLL LIVE LOADLT. LIGHTLVR. LOUVERLWT LIGHT-WEIGHT
HB HOSE BIBBH.C. HOLLOW COREHDCP. HANDICAPPEDHDWD. HARDWOODHDWR. HARDWAREHD. HEADH.F.S. HALF FULL-SIZEH.M. HOLLOW METALHORIZ. HORIZONTALHP HORSEPOWERHR HOURHT. HEIGHTHVAC HEATING / VENTILATING / AIR CONDITIONINGHW HOT WATERHYD. HYDRANT
M / m METERMM / mm MILLIMETERMACH. MACHINEMAINT. MAINTENANCEMAS. MASONRYMATL. MATERIALMAX. MAXIMUMMECH. MECHANICALMEP MECHANICAL / ELECTRICAL / PLUMBINGMFR. MANUFACTURERMH MANHOLEMIN. MINIMUMMISC. MISCELLANEOUSM.L. METAL LATHMLDG. MOULDINGM.O. MASONRY OPENINGMTD. MOUNTEDMTG. MOUNTINGMTL. METALMULL. MULLION
OA OVERALLO.C. ON CENTERO.D. OUTSIDE DIAMETEROFCI OWNER FURNISHED / CONTRACTOR INSTALLEDOFOI OWNER FURNISHED / OWNER INSTALLEDOH OVERHEADO.P. OPERABLE PARTITIONOPH OPPOSITE HANDOPNG. OPENINGOPP. OPPOSITEOPQ. OPAQUEORD OVERFLOW ROOF DRAINO.S. OVERFLOW SCUPPEROSU OHIO STATE UNIVERSITYO/A OUTSIDE AIR
PART. PARTITIONPCF POUNDS PER CUBIC FOOTPCP PORTLAND CEMENT PLASTERPCT PORCELAIN CERAMIC TILEPED. PEDESTALPERF. PERFORATEDP.G. PLATE GLASSPL. PLATEPLAST. PLASTERPLAS. PLASTICPLF POUNDS PER LINEAR FOOTPLBG. PLUMBINGPLYWD. PLYWOODPNL. PANELPOL. POLISHEDPRKG. PARKINGPR. PAIRPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPTD. PAINTEDP.V.C. POLYVINYL CHLORIDEPVG. PAVINGPVMT. PAVEMENTP.L. PROPERTY LINEP.LAM. PLASTIC LAMINATEP/C PRECASTPFP PREFINISHED PANEL
QT QUARRY TILE
RCP REFLECTED CEILING PLANR.C.P. REINFORCED CONCRETE PIPERD ROOF DRAINREBAR REINFORCING BARRECEPT. RECEPTIONRECEP. RECEPTICLERECOM. RECOMMENDATIONREC. RECESSEDREF. REFRIGERATORREG. REGULATIONREINF. REINFORCEDREQ'D. REQUIREDRES. RESILIENTRET. RETURNREV. REVERSE / REVISIONRE REFER TORFG. ROOFINGRH RIGHT-HANDR RISERRM ROOMR.O. ROUGH OPENINGR.O.W. RIGHT OF WAYRAD. RADIUSR/AG RETURN AIR GRILLER/A RETURN AIR
FA FIRE ALARMF.C. FIRE CODEFD FLOOR DRAINFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFHC FIRE HOSE CABINETFH FIRE HYDRANTFIN. FINISH / FINISHEDFIXT. FIXTUREFLRG. FLOORINGFLR. FLOORFLSHG. FLASHINGFLUOR. FLUORESCENTF.P.W. FLOOD PROTECTION WALLFL FLOW LINEF.M. FACTORY MUTUALFND. FOUNDATIONFRPF. FIREPROOF(ING)FSEC FOOD SERVICE EQUIPMENT CONTRACTORF.S. FULL SIZEFTG. FOOTINGFT. FOOT / FEETFURN. FURNISHFURR. FURRED / FURRINGF.V. FIELD VERIFYF.V.C. FIRE VALVE CABINETF.W.C. FABRIC WALL COVERING
NAT. NATURALNFHB NON-FREEZE HOSE BIBBN.I.C. NOT IN CONTRACTNOM. NOMINALNO. or # NUMBERN.R. NOISE REDUCTIONN.R.C. NOISE REDUCTION COEFFICIENTN.T.S. NOT TO SCALE
SCHED. SCHEDULES.C. SOLID CORESD STORM DRAINSECT. SECTIONSF SQUARE FOOT / FEETSH SINGLE-HUNGSHVL. SHELVES / SHELVINGSHTHG. SHEATHINGSHT. SHEETSHT. GL. SHEET GLASSSHWR. SHOWERSIM. SIMILARSPEC. SPECIFICATIONSPKR. SPEAKERSQ. SQUARES.S. STAINLESS STEELSS SANITARY SEWERSTAB, STABILIZE(D)STA. STATIONS.T.C. SOUND TRANSMISSION COEFFICIENTSTD. STANDARDSTL. STEELSTOR. STORAGESTRUCT. STRUCTURE / STRUCTURALSUSP. SUSPENDEDSW SWITCHSYM. SYMMETRICALSYN. SYNTHETICSYS. SYSTEMS/AD SUPPLY AIR DIFFUSERS/A SUPPLY AIR
CENTERLINE
@ AT
[ CHANNEL
ROUND/DIAMETER
PLATE
ANGLE
& AND
PER
SQUARE
PLUS OR MINUS±
/
VAC. VACUUMV.C.T. VINYL COMPOSITION TILEVERT. VERTICALVEST. VESTIBULEV.W.C. VINYL WALL COVERING
UL UNDERWRITERS LABORATORYU.N.O. UNLESS NOTED OTHERWISEUofC UNIVERSITY OF CALIFORNIAUR. URINAL
T.B. TOWEL BARTCOC TEXTURE COATING ON CONCRETETEL. TELEPHONETEMP. TEMPERED / TEMPORARY / TEMPERATURETHK. THICK(NESS)THRES. THRESHOLDTINT. TINTEDTKBD. TACKBOARDT.O.C. TOP OF CURB / CONCRETETOL. TOLERANCET.O.S. TOP OF STEEL / SLABT.O.S.S. TOP OF STRUCTURAL SLABT.O.W. TOP OF WALLT.P.D. TOILET PAPER DISPENSERTRANS. TRANSFERTRZO. TERRAZZOT TREADT&G TONGE & GROOVET.S. TUBE STEELT.T.C. TELEPHONE TERMINAL CABINETTV TELEVISIONTYP. TYPICAL
XFMR. TRANSFORMER
WC WATER CLOSETWDW. WINDOWWD. WOODWF WIDE FLANGEWH WALL-HUNGW.I. WROUGHT IRONWP. WATERPROOF(ING)WR. WATER RESISTENTWT. WEIGHTW.W.F. WELDED WIRE FABRICW.P. WORK POINTW.W. WARM WHITEW.W.X. WARM WHITE DELUXEW/ WITHW/I WITHINW/O WITHOUT
V
U
T
X
W
PL
MATERIAL REPRESENTATIONS
ELEVATIONSECTION
SPRAYED FIREPROOFING
BATT/BLANKET INSUL.
CONCRETE
RIGID INSUL.
ROOF DECK INSUL.
GYPSUM SHEATHING
PRECAST CONCRETE
GYPSUM WALLBOARD
JOINT FILLER
BACKER ROD & SEALANT
ACOUS. CEILING
CARPET
CMU
BRICK
CAST/CUT STONE
NATURAL STONE
FINISHED WOOD
METAL LATH & PLASTER
CERAMIC/QUARRY TILE
GLASS/MIRROR
STEEL
ALUMINUM
BRASS/BRONZE
GRADE/EARTH
GRAVEL
SAND
CONT. WOOD BLOCKING
DISCONT. WOOD SHIM
PLYWOOD (LOW & HIGH DETAIL)
EXHAUST DIFFUSER
R/A GRILLE
S/A DIFFUSER
VERTICAL ELEVATION
SUSPENDED ACOUSTICALCEILING GRID
EXISTING FIXTURE TO REMAIN
REVISION NUMBER AND AFFECTED AREA
EXISTING FIXTURE TO BE REMOVED
RELOCATED FLUOR. LIGHT FIXTURE
NEW FLUOR. LIGHT FIXTURE
EXISTING ELEVATION
NEW ELEVATION
SURFACE-MTD. FLUOR. LIGHT FIXTURE
DIRECTIONAL SPOT (EYEBALL) LIGHT FIXTURE
FEATURE/CHANDLIER TYPE LIGHT FIXTURE
CEILING FAN
CEILING FAN W/ LIGHT KIT
SECURITY LIGHT FIXTURE
DIRECTIONAL (WALL-WASHER) FIXTURE
PENDANT LIGHT FIXTURE
WALL-MOUNTED (SCONCE) FIXTURE
RECESSED (CAN) LIGHT FIXTURE
UNDER CABINET LOW VOLTAGE FIXTURE
LOW VOLTAGE TREAD LIGHT
SURFACE-MTD. LIGHT FIXTURE
ROOM NAME
BASE FINISH
ROOM / DOOR NUMBER
WALL SECTION / SECTION DETAIL
ENLARGED DETAIL
NORTH ARROW
ELEVATION (INTERIOR AND EXTERIOR)
BUILDING SECTION
NON-DIRECTIONAL SECTION DETAIL
PARTITION TYPE
ROOM IDENTIFICATION
(RE: PARTITION SCHEDULE FOR DESCRIPTION)
(RE: WINDOW SCHEDULE)
EQUIPMENT NOTE
ACCESSORY / PLAN / KEYED NOTE
(RE: DOOR SCHEDULE)
WINDOW / GLAZING TYPE
BREAK LINE
SHEET NUMBERDETAIL NUMBER (LOCATION ON SHEET)DETAIL REFERENCE
WALL FINISHWALL/BASE FINISH NOTE
FLOOR/CEILING FINISH NOTE
101.1
5
G1
6
B42
ROOM / INTERIOR ELEVATIONS
SHEET LOCATION NUMBERVIEW DIRECTION / ELEVATION NUMBER
MATCH LINE
COLUMN GRID INDENTIFICATION
ROOM NUMBER (AS REQ'D.)
MISCELLANEOUS FINISH NOTE
A5A5.21
A1A3.21
C1A4.14
C1A4.14
C1A4.14
C3A5.21
C1A2.41
SYMBOLS
INTERIOR ELEVATIONSHEET LOCATION NUMBERELEVATION NUMBER
B4OR
IONIZATION DETECTOR
SPECIFIC MOUNTING HEIGHT INDICATED (AS REQ'D.)DUPLEX OUTLET
SWITCHED DUPLEX OUTLET
MULTI OUTLET
VOICE ONLY - SINGLE / DUPLEX / MULTI-PORT
DATA ONLY - SINGLE / DUPLEX / MULTI-PORT
VOICE AND DATA - DUPLEX AND MULTI-PORT
SPECIAL PURPOSE OUTLET
220V OUTLET
(ARROWS INDICATES DIRECTION OF EGRESS)EXIT SIGN
SMOKE DETECTOR
FIRE ALARM HORN
SPEAKER
THERMOSTAT
SPRINKLER HEADS
SINGLE POLE LIGHT SWITCH
3-WAY LIGHT SWITCH
4-WAY LIGHT SWITCH
EXHAUST OR FAN SWITCH
EXHAUST OR LIGHT SWITCH
FLUSH FLOOR MTD. "J" BOX W/ DUPLEX OR4 PLEX OUTLET (COORDINATE EXACT LOCATIONW/ OWNER AND PROPOSED FURNITURE LAYOUT)
FLUSH FLOOR MTD. "J" BOX W/ VOICE AND/OR DATA(COORDINATE EXACT LOCATION W/ OWNER ANDPROPOSED FURNITURE LAYOUT)
CABLE PULL FOR FURNITURE
POWER POLE
"J" BOX FOR FUTURE/OTHER CONNECTION
EXHAUST FAN W/ LIGHT FIXTURE
EXHAUST FAN W/O LIGHT FIXTURE
.bPoint B Design Group
1009 W 6TH ST STE 207AUSTIN, TX 78703o. 512-568-9803
MARGARET WYLIE
24341
D1.00
SITE DEMOLITION PLAN
DATE:
DRAWING TITLE:
9/21/2021
SHEET NUMBER:
©2019 Point B Design Group
SCALE:1/8" = 1'-0"
9/21/2021
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DO NOT SCALE DRAWING
The drawings, specifications, ideas,designs, and arrangements presented
herein are and shall remain theproperty of Point B Design Group. No
part thereof shall be copied, disclosedto others or used in connection withany work or project other than the
specific project for which they wereprepared and developed without the
written consent of Point B DesignGroup. Visual contact with these
drawings shall constitute conclusiveevidence of acceptance of these
restrictions.
SEAL
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E SA
N A
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SCALES ARE 50% OF NOTEDWHEN PRINTED ON 11 X 17PAPER
MUCK & FUSS SIGN
TRAFFIC CIRCLE SIGN
(E)TRANSFORMER
BUSINESS SIGN
INFO SIGN
S 52°41'03" E 193.90'
N 3
8°07
'45"
W 5
1.27
'
N 3
8°07
'29"
E 5
0.62
'
PROPERTY LINE
PROPERTY LINE
20" PECAN14" PECAN
E SA
N A
NTO
NIO
STR
EET
DUMPSTER
W
E
E
E
N
N 52°29'23" W 193.89'
AC UNITS
MAIL BOX
SCALE: 1/8" = 1'-0"1 DEMO PLAN
TRUNK1/4 CRZ1/2 CRZ
CRZ
AC
G
E
W
1. TREE PROTECTION FENCING AND MULCH SHALL BE INSTALLED AT APPLICABLE TREES WITHIN THELIMITS OF CONSTRUCTION AS NOTED. FENCING SHALL PROTECT THE ENTIRE CRITICAL ROOT ZONE(CRZ) AREA WHERE POSSIBLE. FENCING IS REQUIRED TO BE CHAIN-LINK MESH AT A MINIMUM HEIGHTOF 5 FT. A 6 IN LAYER OF MULCH WITHIN THE ENTIRE AVAILABLE ROOT ZONE AREA IS REQUIRED FORTREES WHICH HAVE ANY DISTURBANCE INDICATED WITHIN ANY PORTION OF THE CRITICAL ROOTZONE.
2. CONTRACTOR TO REVIEW PLAN FOR SITE ACCESS AND TREE PROTECTION WITH ARCHITECT PRIORTO STARTING CONSTRUCTION.
3. NO CUT OR FILL 4" OR GREATER WITHIN THE 1/2 CRZ OF PROTECTEDTREES. NO IMPACT ALLOWED IN THE 1/4 CRZ.
3. RE: CIVIL FOR EXACT LIMITS OF DEMOLITION
NOTES: SYMBOL KEY:
GAS METER
ELECTRIC METER
WATER METER
UTILITY POLE
A/C UNIT
PROPERTY LINE
SETBACK
EASEMENT
PROTECTED TREE
.bPoint B Design Group
1009 W 6TH ST STE 207AUSTIN, TX 78703o. 512-568-9803
MARGARET WYLIE
24341
A1.00
SITE PLAN
DATE:
DRAWING TITLE:
9/21/2021
SHEET NUMBER:
©2019 Point B Design Group
SCALE:1/8" = 1'-0"
9/21/2021
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DO NOT SCALE DRAWING
The drawings, specifications, ideas,designs, and arrangements presented
herein are and shall remain theproperty of Point B Design Group. No
part thereof shall be copied, disclosedto others or used in connection withany work or project other than the
specific project for which they wereprepared and developed without the
written consent of Point B DesignGroup. Visual contact with these
drawings shall constitute conclusiveevidence of acceptance of these
restrictions.
SEAL
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E SA
N A
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BRA
UNFE
LS T
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130
SCALES ARE 50% OF NOTEDWHEN PRINTED ON 11 X 17PAPER
3'-1
/2"
10'-2 3/4"
11"
5'-4
3/4
"
6'-4"
10'-0" 5'-2 1/2"
3'-6
"
11 1
/4"
18'-7 1/2"
10'-4
"
3'-4 1/2"4'-4"
629'-9"
628'-7 5/8"EXIST. V.I.F
629'-9"
MUCK & FUSS SIGN
TRAFFIC CIRCLE SIGN
(E)TRANSFORMER
STL PLANTER
STL PLANTER BELOWSTAIR
TURF GRASS
EGRESS GATE
MESH PANEL FENCE
STLPLANTER
GOAT PANEL
8 X 8 DRAINBOX
8 X 8 DRAIN BOX 8 X 8 DRAIN BOX 8 X 8 DRAIN BOX
5 x 5 COL
5 x 5 COL
5 x 5 COL
S 52°41'03" E 193.90'
N 3
8°07
'45"
W 5
1.27
'
N 3
8°07
'29"
E 5
0.62
'
PROPERTY LINE
PROPERTY LINE
20" PECAN14" PECAN
E SA
N A
NTO
NIO
STR
EET
DUMPSTER
W
OPENCOURTYARD
LOT 99 LOT 98
LOT 97LOT 100
LOT 97LOT 100
LOT 96LOT 101
UP
UP
UP
PORCH
1:12RAMP
STAIR 1
STAIR 2
SLO
PE1/
8" :1
2MIN
630 630
630
629
628
N
6 3/4"
6 3/4"
6 3/4"
6 3/4"
6"
N 52°29'23" W 193.89'
219 E SAN ANTONIO STTWO STORY COMMERCIAL BUILDING
BUILDINGAREA 2(1 LEVEL)
755 SFBUILDINGAREA 1(2 LEVELS)
BUILDING AREASLEVEL
LEVEL 1
LEVEL 2
ROOM NAME
AREA 1AREA 2
MECH/STORAGEOCCUPIED ROOF TOP
AREA TYPE
CONDITIONED SPACECONDITIONED SPACE
CONDITIONED SPACECONDITIONED SPACE
AREA
1,448.29738.42
238.071,765.304,190.08 sq ft
OTHER AREASLEVEL
LEVEL 1ROOM NAME
PORCHOPEN COURTYARD
AREA TYPE
PORCH / PATIOPORCH / PATIO
AREA
621.62945.491,567.11 sq ft
SCALE: 1/8" = 1'-0"1 SITE PLAN
TRUNK1/4 CRZ1/2 CRZ
CRZ
GAS METER
ELECTRIC METER
WATER METER
UTILITY POLE
A/C UNIT
PROPERTY LINE
SETBACK
EASEMENT
PROTECTED TREE
AC
G
E
W
1. TREE PROTECTION FENCING AND MULCH SHALL BE INSTALLED AT APPLICABLE TREES WITHIN THE LIMITSOF CONSTRUCTION AS NOTED. FENCING SHALL PROTECT THE ENTIRE CRITICAL ROOT ZONE (CRZ) AREAWHERE POSSIBLE. FENCING IS REQUIRED TO BE CHAIN-LINK MESH AT A MINIMUM HEIGHT OF 5 FT. A 6 INLAYER OF MULCH WITHIN THE ENTIRE AVAILABLE ROOT ZONE AREA IS REQUIRED FOR TREES WHICH HAVEANY DISTURBANCE INDICATED WITHIN ANY PORTION OF THE CRITICAL ROOT ZONE.
2. CONTRACTOR TO REVIEW PLAN FOR SITE ACCESS AND TREE PROTECTION WITH ARCHITECT PRIOR TOSTARTING CONSTRUCTION.
3. NO CUT OR FILL 4" OR GREATER WITHIN THE 1/2 CRZ OF PROTECTED TREES. NO IMPACT ALLOWED INTHE 1/4 CRZ.
4. TAS PARKING REQUIREMENT: ALL HANDICAP PARKING STRIPING AND SIGNAGE TO CONFORM TONEW TDLR REGULATIONS PASSED ON AUGUST 01, 2020 RULE 68.104
5. PER SEC. 144-5.1. (B) THE SITE QUALIFIES FOR AN OFF-STREET PARKING EXEMPTION. EXISTINGQUANTITY OF PARKING SPACES TO REMAIN.
6.EXISTING PARKING SPACES: 15NEW PARKING SPACES: 15* OWNER HAS PARKING AGREEMENT WITH NEIGHBOR.
7. REFER TO CIVIL PLANS FOR NEW SITE UTILTIES.
NOTES: SYMBOL KEY:CALCULATIONS
EXISTING BUILDING AREA: 4,200 SF
NEW BUILDING AREA: 4,190 SF
.bPoint B Design Group
1009 W 6TH ST STE 207AUSTIN, TX 78703o. 512-568-9803
MARGARET WYLIE
24341
A2.01
LIFE SAFETY
DATE:
DRAWING TITLE:
9/21/2021
SHEET NUMBER:
©2019 Point B Design Group
SCALE:1/8" = 1'-0"
9/21/2021
BIM
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mbe
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10:0
7 A
M
DO NOT SCALE DRAWING
The drawings, specifications, ideas,designs, and arrangements presented
herein are and shall remain theproperty of Point B Design Group. No
part thereof shall be copied, disclosedto others or used in connection withany work or project other than the
specific project for which they wereprepared and developed without the
written consent of Point B DesignGroup. Visual contact with these
drawings shall constitute conclusiveevidence of acceptance of these
restrictions.
SEAL
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E SA
N A
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LS T
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SCALES ARE 50% OF NOTEDWHEN PRINTED ON 11 X 17PAPER
54'-8 5/8"
1'-1"
1'-1"
TRAFFIC CIRCLE SIGN
(E)TRANSFORMER
EXIT WIDTH6'-0"
EXIT WIDTH3'-6"
EXIT WIDTH3'-6"
EXIT WIDTH4'-0"
PROPERTY LINE
PROPERTY LINE
UP
UP
W
TRAV
EL DISTA
NC
E
28'-1"
TRA
VEL
DIS
TAN
CE
26'-0
"
TRAVEL
DIST
ANCE
36'-2
"
TRAVEL DISTANCE
42'-10"
TRAV
EL D
ISTAN
CE
32'-1
"
630
628
41'-6
3/4"
EXIT WIDTH3'-0"
OPEN COURTYARD945 sq ft
Occupants: 64
AREA 2A: 738 sq ft
Occupants: 4
AREA 1A: 1,448 sq ft
Occupants: 97
PORCH622 sq ft
Occupants: 42
62'-9 7/8"
4'-0
"
4'-0
" TRAVEL DISTANCE57'-0"
TRAVEL DISTANCE52'-4"
OCCUPIED ROOF TOPA: 1,765 sq ft
Occupants: 118
MECH/STORAGEA: 238 sq ft
Occupants: 16
APPLICABLE CODES2018 INTERNATIONAL BUILDING CODE
2018 INTERNATIONAL MECHANICAL CODE
2018 INTERNATIONAL PLUMBING CODE
2018 INTERNATIONAL FIRE CODE
2017 NATIONAL ELECTRIC CODE
2018 INTERNATIONAL ENERGY CONSERVATION CODE
2012 STATE OF TEXAS ACCESSIBILITY STANDARDS (TAS)
PROJECT
TWO STORY 4,190 SQ FT COMMERCIAL BUILDING
CONST. TYPE VAOCCUPANCY A-2
HEIGHT STORIES AREAALLOWABLE 70' 3 34,500
ACTUAL 29' 2 4,190
OCCUPANCY CLASSIFICATION / OCCUPANT LOAD
LEVEL 1 AREAOCCUPANT
LOAD FACTOROCCUPANTS
AREA 1 ASSEMBLY GROUP A 1,448.29 15 97AREA 2 BUSINESS GROUP B 738.42 200 4
TOTAL 101
LEVEL 2OCCUPIED ROOF TOP ASSEMBLY GROUP A 2,003.37 15 134
TOTAL 4,190.08 TOTAL 134
OCCUPANT LOAD / EXIT ANALYSIS (2018 IBC 1006.3.1)
LEVEL 1
TOTAL OCCUPANTS 101
STAIR WIDTH (0.3 IN PER OCC)
EXIT WIDTH(0.2 IN PER OCC.)
#EXITS
REQUIRED N/A 20.20 2
PROVIDED N/A 180 4
LEVEL 2TOTAL OCCUPANTS 134
STAIR WIDTH (0.3 IN PER OCC)
EXIT WIDTH (0.2 IN PER OCC.)
#EXITS
REQUIRED 40.2 26.8 2PROVIDED 48 x 2 96 2
FIRE RESISTANCE RATING FOR BUILDING ELEMENTS (2018 IBC TABLES 601/602)BUILDING ELEMENTS HOUR
STRUCTURAL FRAME 0
EXTERIOR BEARING WALLS
1
INTERIOR BEARING WALLS
0
FLOOR CONSTRUCTION
0
ROOF CONSTRUCTION 0
EXIT ACCESS TRAVEL DISTANCE (2018 IBC TABLES 1017.2/ 1006.3.2(2))MAX REQUIRED PROVIDED
LEVEL 1
AREA 1 250'(WITH SPRINKLER) 36'-2"42'-10"
AREA 2 26'-0"28'-1"
LEVEL 2OCCUPIED ROOF TOP 250'(WITH SPRINKLER) 52'-4"
57'-0"
ALLOWABLE STORIES, HEIGHT AND BUILDING AREA
SCALE: 1/8" = 1'-0"1 LEVEL 1
SCALE: 1/8" = 1'-0"2 LEVEL 2
TRAVEL LINE
UNCONDITIONED SPACE
CONDITIONED SPACE
DIAGONAL DISTANCE
SYMBOL KEY:
.bPoint B Design Group
1009 W 6TH ST STE 207AUSTIN, TX 78703o. 512-568-9803
MARGARET WYLIE
24341
A2.10
CORE & SHELL FLOORPLANS
DATE:
DRAWING TITLE:
9/21/2021
SHEET NUMBER:
©2019 Point B Design Group
SCALE:1/8" = 1'-0"
9/21/2021
BIM
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BDG
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mbe
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10:0
7 A
M
DO NOT SCALE DRAWING
The drawings, specifications, ideas,designs, and arrangements presented
herein are and shall remain theproperty of Point B Design Group. No
part thereof shall be copied, disclosedto others or used in connection withany work or project other than the
specific project for which they wereprepared and developed without the
written consent of Point B DesignGroup. Visual contact with these
drawings shall constitute conclusiveevidence of acceptance of these
restrictions.
SEAL
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SH
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E SA
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LS T
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SCALES ARE 50% OF NOTEDWHEN PRINTED ON 11 X 17PAPER
108 A
1A7.01
23'-0"
3'-6
"
11"
8'-7
"
5'-6 1/2"
5'-6 1/2" 22'-1" 14'-1 1/2" 14'-1 1/2" 17'-7" 18'-6"2'-3"
5'-8" 15'-1"
16'-5
1/2
"16
'-5 1
/2"
14'-3
"
4'-1
0"
9'-1
0"
14'-2
1/2
"12
'-4 1
/2"
6'-4
"
2'-2"
0"0"
0"
0"
3A7.00
2A7.01
2A7.02
2A7.00
1/A3.00
2/A
3.01
CONC-1
CONC-1
ARTIFICIALGRASSOVER
CONC-1
HANDRAIL
HANDRAIL
UP
UP
1:12RAMP
STAIR 1
STAIR 2
SLO
PE1/
4":1
2"
10
10
B B
101A
101.2
101.1
107.2
103A
102.1
107A
107.1
2
2
3
3
4
4
5
5
7
7
9
9
C C
A A
D D
1
1
6
6
8
81A7.02
32'-1
1" 3'-1/2"
32'-1
1"9'
-6"
4'-6
"
8'-1
0 1/
2"24
'-1/2
"
3/A4
.00
3/A4
.00
1/A4.00
4/A4
.00
4/A4
.00
2/A4
.00
2/A4
.00
1A7.00
2/A
3.00
1/A3.01
STLSTAIRCASE
STL STAIRCASE
UP
OPEN COURTYARD945 sq ft
Occupants: 64
AREA 2A: 738 sq ft
Occupants: 4
AREA 1A: 1,448 sq ft
Occupants: 97
PORCH622 sq ft
Occupants: 42
205.1
204.1
203.1
3A7.00
1/A3.00
2/A
3.01
16'-5
1/2
"16
'-5 1
/2"
9'-2 1/4" 26'-10 3/4"
28'-5
1/2
"
MTL ROOFBELOW
CONC-1
DN
DN
SLO
PE1/
4":1
2"
STAIR 1
STAIR 2
OCCUPIED ROOF TOPA: 1,765 sq ft
Occupants: 118
10
10
B B
206.1
2
2
3
3
4
4
5
5
7
7
9
9
C C
A A
D D
1
1
6
6
8
8
3/A4
.00
3/A4
.00
1/A4.00 1/A4.00
4/A4
.00
4/A4
.00
2/A4
.00
2/A4
.00
1A7.00
2/A
3.00
1/A3.01
32'-1
1"
PERGOLABELOW
GUARDRAIL; 2 X 4STEEL TUBE TOP RAIL;GOAT PANEL GUARD.
MECH/STORAGEA: 238 sq ft
Occupants: 16
SCALE: 1/8" = 1'-0"1 LEVEL 1
SCALE: 1/8" = 1'-0"2 LEVEL 2
.bPoint B Design Group
1009 W 6TH ST STE 207AUSTIN, TX 78703o. 512-568-9803
MARGARET WYLIE
24341
A2.11
ROOF PLAN
DATE:
DRAWING TITLE:
9/21/2021
SHEET NUMBER:
©2019 Point B Design Group
SCALE:1/8" = 1'-0"
9/21/2021
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DO NOT SCALE DRAWING
The drawings, specifications, ideas,designs, and arrangements presented
herein are and shall remain theproperty of Point B Design Group. No
part thereof shall be copied, disclosedto others or used in connection withany work or project other than the
specific project for which they wereprepared and developed without the
written consent of Point B DesignGroup. Visual contact with these
drawings shall constitute conclusiveevidence of acceptance of these
restrictions.
SEAL
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SH
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E SA
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SCALES ARE 50% OF NOTEDWHEN PRINTED ON 11 X 17PAPER
3A7.00
1/A3.00
2/A
3.01
14'-1
"
14'-2"
5" BOX GUTTER
10
10
B B
2
2
3
3
4
4
5
5
7
7
9
9
C C
A A
D D
1
1
6
6
8
8
3/A4
.00
3/A4
.00
1/A4.00 1/A4.00
4/A4
.00
4/A4
.00
2/A4
.00
2/A4
.00
1A7.00
2/A
3.00
1/A3.01
24'-1
/2"
9'-1
/4"
6'-6
"9'
-9 1
/2"
6'-6
"9'
-8 1
/2"
13'-4 1/2" 13'-4 1/2"
STL PERGOLA
MTL ROOF OVER1 X 6 SLEEPERS,
OVER 2 X 6 JOISTS
DOWNSPOUTATTACHED TO
COL
5" BOX GUTTER
DOWNSPOUT
PARAPET
SCUPPER
SCUPPER
DOWNSPOUTATTACHED TOCOL
5" BOX GUTTER
PARAPET
PARAPET / TPO ROOFINGOVER TAPERED INSULATION
SLOPE1/2":12
SLOPE1/4":12
SLOPE1/2":12
SLO
PE1/
2":1
2 (M
IN)
SLO
PE1/
4":1
2
PARAPET / TPOROOFING
OVER TAPEREDINSULATION
SCALE: 1/8" = 1'-0"1 ROOF
.bPoint B Design Group
1009 W 6TH ST STE 207AUSTIN, TX 78703o. 512-568-9803
MARGARET WYLIE
24341
A2.20
RCP
DATE:
DRAWING TITLE:
9/21/2021
SHEET NUMBER:
©2019 Point B Design Group
SCALE:1/8" = 1'-0"
9/21/2021
BIM
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mbe
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10:0
7 A
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DO NOT SCALE DRAWING
The drawings, specifications, ideas,designs, and arrangements presented
herein are and shall remain theproperty of Point B Design Group. No
part thereof shall be copied, disclosedto others or used in connection withany work or project other than the
specific project for which they wereprepared and developed without the
written consent of Point B DesignGroup. Visual contact with these
drawings shall constitute conclusiveevidence of acceptance of these
restrictions.
SEAL
REIM
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UILD
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SH
ELL
219
E SA
N A
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NIO
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BRA
UNFE
LS T
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SCALES ARE 50% OF NOTEDWHEN PRINTED ON 11 X 17PAPER
UP
UP
CLG TO BEFINISHED OUT
BY TENENANT IFNECESSARY
EXPOSED TRUSSESWITH DECK
ABOVE - FINISHEDCLG BY TENANT IF
REQUIRED
EXPOSEDSTL
PERGOLA
CEDARSOFFIT
16'-2
1/2
"16
'-3 1
/2"
CLG -2
9'-8
1/2
"6'
-6"
9'-9
1/2
"6'
-6"
STLPERGOLA
EXPOSEDRAFTERS &SLEEPERS
SCALE: 1/8" = 1'-0"1 LEVEL 1
SCALE: 1/8" = 1'-0"2 LEVEL 2
.bPoint B Design Group
1009 W 6TH ST STE 207AUSTIN, TX 78703o. 512-568-9803
MARGARET WYLIE
24341
A3.00
BUILDING ELEVATIONS
DATE:
DRAWING TITLE:
9/21/2021
SHEET NUMBER:
©2019 Point B Design Group
SCALE:3/16" = 1'-0"
9/21/2021
BIM
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BDG
- BI
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mbe
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10:0
7 A
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DO NOT SCALE DRAWING
The drawings, specifications, ideas,designs, and arrangements presented
herein are and shall remain theproperty of Point B Design Group. No
part thereof shall be copied, disclosedto others or used in connection withany work or project other than the
specific project for which they wereprepared and developed without the
written consent of Point B DesignGroup. Visual contact with these
drawings shall constitute conclusiveevidence of acceptance of these
restrictions.
SEAL
REIM
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UILD
ING
SH
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219
E SA
N A
NTO
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ST
NEW
BRA
UNFE
LS T
X 78
130
SCALES ARE 50% OF NOTEDWHEN PRINTED ON 11 X 17PAPER
T.O. BEAM+27'-6"
F.F.E. @ LEVEL 10"
1/A4
.00
101.2101.1
STL BEAMRE: STRUCTURAL
STL COLUMNRE: STRUCTURAL
SDG-1
RAIL1
STL BEAMRE: STRUCTURAL
MTL-1
204.1
101A
A B C D
F.F.E. @ LEVEL 2+14'-0"
11'-1
0"2'
-2"
3'-6
"9'
-0"
2/A.
400
10 9 7 5 4 3 2 18 6
ROOF+29'-0"
F.F.E. @ LEVEL 2+14'-0"
F.F.E. @ LEVEL 10"
2/A4
.00
3/A4
.00
STN-1
SDG-1
STL BEAMRE: STRUCTURAL
STL COLUMNRE: STRUCTURAL
RAIL1
STL BEAMRE: STRUCTURAL
MTL-1
STAIR BEYONDRE: STRUCTURAL
GOAT PANEL ON2" STL FRAME
SD-1
LINE OF ROOF BEYOND
SCALE: 3/16" = 1'-0"2 EAST
SCALE: 3/16" = 1'-0"1 NORTH
.bPoint B Design Group
1009 W 6TH ST STE 207AUSTIN, TX 78703o. 512-568-9803
MARGARET WYLIE
24341
A3.01
BUILDING ELEVATIONS
DATE:
DRAWING TITLE:
9/21/2021
SHEET NUMBER:
©2019 Point B Design Group
SCALE:3/16" = 1'-0"
9/21/2021
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DO NOT SCALE DRAWING
The drawings, specifications, ideas,designs, and arrangements presented
herein are and shall remain theproperty of Point B Design Group. No
part thereof shall be copied, disclosedto others or used in connection withany work or project other than the
specific project for which they wereprepared and developed without the
written consent of Point B DesignGroup. Visual contact with these
drawings shall constitute conclusiveevidence of acceptance of these
restrictions.
SEAL
REIM
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SH
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219
E SA
N A
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UNFE
LS T
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130
SCALES ARE 50% OF NOTEDWHEN PRINTED ON 11 X 17PAPER
ROOF+29'-0"
F.F.E. @ LEVEL 2+14'-0"
F.F.E. @ LEVEL 10"
1/A4
.00
107.2
108 A
STL BEAMRE: STRUCTRAL
STL COLUMNRE: STRUCTURAL
SDG-1
RAIL1
D C B A
102 3 4 5 71 6 8 9
ROOF+29'-0"
F.F.E. @ LEVEL 2+14'-0"
F.F.E. @ LEVEL 10"
2/A4
.00
3/A4
.00
3/A4
.00
STL BEAMRE: STRUCTURAL
RAIL1
SDG-1
206.1
STL COLUMNRE: STRUCTURAL
5" BOX GUTTERDOWNSPOUT
HANDRAIL
LINE OF ROOF BEYOND
LINE OF ROOF BEYOND
SCALE: 3/16" = 1'-0"2 WEST
SCALE: 3/16" = 1'-0"1 SOUTH
.bPoint B Design Group
1009 W 6TH ST STE 207AUSTIN, TX 78703o. 512-568-9803
MARGARET WYLIE
24341
A4.00
BUILDING SECTIONS
DATE:
DRAWING TITLE:
9/21/2021
SHEET NUMBER:
©2019 Point B Design Group
SCALE:3/16" = 1'-0"
9/21/2021
BIM
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2.20
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mbe
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10:0
7 A
M
DO NOT SCALE DRAWING
The drawings, specifications, ideas,designs, and arrangements presented
herein are and shall remain theproperty of Point B Design Group. No
part thereof shall be copied, disclosedto others or used in connection withany work or project other than the
specific project for which they wereprepared and developed without the
written consent of Point B DesignGroup. Visual contact with these
drawings shall constitute conclusiveevidence of acceptance of these
restrictions.
SEAL
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SCALES ARE 50% OF NOTEDWHEN PRINTED ON 11 X 17PAPER
ROOF+29'-0"
CLG HT @ BLDG 2+10'-6"
F.F.E. @ LEVEL 10"
F.F.E @ LEVEL 2+14'-0"
F.F.E @ LEVEL 10"
STL BEAMRE: STRUCTURAL
STL COLUMNRE: STRUCTURAL
RAIL1
WOOD TRUSSRE: STRUCTURAL
205.1
STL BEAMRE: STRUCTURAL
MTL-2
BLDG AREA 1 BLDG AREA 2
ROOF+29'-0"
F.F.E. @ LEVEL 2+14'-0"
F.F.E. @ LEVEL 10"
102.1
204.1
STL BEAMRE: STRUCTURAL
STL COLUMNRE: STRUCTURAL
SDG-1
103A
STL BEAMRE: STRUCTURALWOOD TRUSSRE: STRUCTURAL
SUNNIMURAL
LOCATION
102.1
MTL-1
STL BEAMRE: STRUCTURAL
COLUMN STRUCTURERE: STRUCTURAL
SDG-1
RAIL1
STL BEAMRE: STRUCTURAL
103A
PLANTER
STAIR STRUCTURERE: STRUCTURAL
F.F.E. @ LEVEL 10"
ROOF+29'-0"
F.F.E. @ LEVEL 2+14'-0"
TOP @ ROOF+13'-0"
F.F.E. @ LEVEL 10"
SDG-1
PERGOLA BEAMRE: STRUCTURAL
RAIL-1
PLANTERS
107.1STAIR STRUCTURERE: STRUCTURAL
107A
LINE OF ROOF BEYOND
SCALE: 3/16" = 1'-0"1 SOUTHWEST SECTION
SCALE: 3/16" = 1'-0"3 NORTHEAST SECTION
SCALE: 3/16" = 1'-0"2 SECTION @ COURTYARD
SCALE: 3/16" = 1'-0"4 SECTION @ COURTYARD
.bPoint B Design Group
1009 W 6TH ST STE 207AUSTIN, TX 78703o. 512-568-9803
MARGARET WYLIE
24341
A6.00
SCHEDULES
DATE:
DRAWING TITLE:
9/21/2021
SHEET NUMBER:
©2019 Point B Design Group
SCALE:1' = 1'-0"
9/21/2021
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2.20
01 |
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mbe
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7 A
M
DO NOT SCALE DRAWING
The drawings, specifications, ideas,designs, and arrangements presented
herein are and shall remain theproperty of Point B Design Group. No
part thereof shall be copied, disclosedto others or used in connection withany work or project other than the
specific project for which they wereprepared and developed without the
written consent of Point B DesignGroup. Visual contact with these
drawings shall constitute conclusiveevidence of acceptance of these
restrictions.
SEAL
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SCALES ARE 50% OF NOTEDWHEN PRINTED ON 11 X 17PAPER
10"
10"
A B C D
EXTERIOR DOUBLE SWING DOOR OVERHEAD GARAGE DOOR EXTERIOR SINGLE SWING DOOR EXTERIOR SINGLE SWING DOOR
ALUMINUM WITH GLASS INSERT SECTIONAL ALUMINUM & GLASS ALUMINUM WITH GLASS INSERT FLUSH PANEL, HOLLOW MTL, POLYSTYREN...
QUAKER Q213 NARROW STILE OR SIMILAR OVERHEAD DOORS MODEL 521 (OR SIMILAR) QUAKER Q213 NARROW STILE OR SIMILAR
DUAL PANE ARGON FILLED GLASS, *TEMPERED 1/2" INSULATED DSB LOW E COATING (R VALUE 3.43) DUAL PANE ARGON FILLED GLASS, *TEMPERED
DOOR SCHEDULE
ID
101.1
101.2
102.1
107.1
107.2
203.1
204.1
205.1
206.1
DOOR TYPE
A
B
C
D
D
D
D
D
D
POSITION
Exterior
Exterior
Exterior
Exterior
Exterior
Exterior
Exterior
Exterior
Exterior
LEAF W
6'-0"
12'-0"
3'-0"
3'-6"
3'-6"
2'-10"
2'-10"
2'-10"
2'-10"
LEAF HT
9'-0"
9'-0"
9'-0"
8'-0"
8'-0"
6'-8"
6'-8"
6'-8"
6'-8"
UNITDIMENSIONS
6'-4"×9'-2"
12'-4"×9'-2"
3'-4"×9'-2"
3'-10"×8'-2"
3'-10"×8'-2"
3'-2"×6'-10"
3'-2"×6'-10"
3'-2"×6'-10"
3'-2"×6'-10"
HAND FRAME SIZE
4"
4"
4"
4"
4"
4"
4"
4"
4"
HWR
HDWR-1
HDWR-1
HDWR-2
HDWR-2
HDWR-2
HDWR-2
HDWR-2
HDWR-2
REMARKS
WINDOW SCHEDULE
ID
101A
103A
107A
108 A
W
8'-0"
3'-6"
5'-0"
2'-6"
HT
5'-6"
5'-6"
4'-8"
5'-0"
TYPE
OVERHEAD
OVERHEAD
SLIDING
FIXED
FRAME MATERIAL
ALUM; -
ALUM; -
ALUM; -
ALUM; -
FINISH
-
-
-
-
GLASSPANES
DOUBLE
DOUBLE
DOUBLE
DOUBLE
COATINGLOW-E
LOW-E
LOW-E
LOW-E
TEMPEREDREMARKS
DOOR HARWAREID
HDWR-1
HDWR-2
DESCRIPTION FINISH NOTES
MATERIALSID
CONC-1
INSL-1
INSL-2
INSL-3
MTL-1
RAIL-1
SDG-1
STN-1
TRF-1
MATERIALCONCRETE
R20 BATT INSULATION MIN
R25 CI TAPERED EPS INSULATION
R7 PER INCH CLOSED CELL INSULATION
CORRUGATED METAL PANEL
GOAT PANEL
FIBER CEMENT LAP SIDING
TEXAS LIMESTONE
ARTIFICIAL TURF
LOCATIONVARIOUS AREAS
WALL
FLAT ROOF
BELOW MTL DECK
EXTERIOR
STAIR/RAILING
EXTERIOR WALLS
EXTERIOR WALLS
COURTYARD
MANUFACTURERN/A
HARDIE OR SIMILAR
MODELN/A
SIZEN/A
7.25"
COLOR/FINISHPOLISHED
PAINTED
SMOOTH
SLURRY
REMARKS
5 IN. MIN TO REACH R38 TOTAL
USE SALVAGED METAL WHERE POSSIBLE
8'-0"
5'-6
"
3'-6"
5'-6
"
5'-0"
4'-8
"
2'-6"
5'-0
"
101A 103A 107A 108 A
PANIC EXIT DEVICEEXIT DEVICE TRIM PULLDEADBOLTCLOSERAUTOMATIC HEAD / FOOT BOLTWEATHERSTRIPPINGADA THRESHOLD
PANIC EXIT DEVICELOCKING LEVER HANDLEDEADBOLTCLOSERWEATHERSTRIPPINGADA THRESHOLD
MATERIALS
WINDOWS DOORS
.bPoint B Design Group
1009 W 6TH ST STE 207AUSTIN, TX 78703o. 512-568-9803
MARGARET WYLIE
24341
A7.00
DETAILS
DATE:
DRAWING TITLE:
9/21/2021
SHEET NUMBER:
©2019 Point B Design Group
SCALE:
9/21/2021
BIM
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2.20
01 |
Tue
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mbe
r 21,
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1 |
10:0
7 A
M
DO NOT SCALE DRAWING
The drawings, specifications, ideas,designs, and arrangements presented
herein are and shall remain theproperty of Point B Design Group. No
part thereof shall be copied, disclosedto others or used in connection withany work or project other than the
specific project for which they wereprepared and developed without the
written consent of Point B DesignGroup. Visual contact with these
drawings shall constitute conclusiveevidence of acceptance of these
restrictions.
SEAL
REIM
ER B
UILD
ING
SH
ELL
219
E SA
N A
NTO
NIO
ST
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BRA
UNFE
LS T
X 78
130
SCALES ARE 50% OF NOTEDWHEN PRINTED ON 11 X 17PAPER
F.F.E. @ LEVEL 2+14'-0"
F.F.E. @ LEVEL 10"
EXT. V.I.F.-1'-1 3/8"
CLNG HT+11'-10 3/4"
ROOF+29'-0"
3'-6
"
1'-0"
1'-0"
WDW
HEADER PER STRUCTURECORRUGATED MTL SIDINGSHEATHING
WOOD FRAMERE: STRUCTURAL
INSL-15/8 GYP TYPE X
STL BEAMRE: STRUCTURAL
MTL DECKINGMTL STOP WELDED TO BEAM
CONC ON MTL DECKRAIL-1
STL PERGOLA COLUMNRE: STRUCTURAL
STL PERGOLA BEAMRE: STRUCTURAL
WOOD TRUSSRE: STRUCTURALSTL COLUMNRE: STRUCTURAL
STL PERGOLA BEAMRE: STRUCTURAL
INSL-31 1/4" WOOD SOFFIT
5" BOX GUTTER
INT(BLDG AREA 1)
EXT(PORCH)
T.O. PARAPET+13'-6 1/2"
F.F.E. @ LEVEL 10"
SIDING
SHEATHING
METAL CAP@ PARAPET
WDW
HEADER PER STRUCTURE
SIDING
SHEATHING
CONC-1
ARTIFICIAL TURF
TPO MEMBRANE
WALL FRAMING; RE:STRUCTURAL
INSL-1
INSL- 2
PERGOLA BEAMRE: STRUACTURAL
LAG BOLT
STL CHANNELRE: STRUCTURAL
MTL ROOF
HARDIE SOFFIT
WOOD TRUSSRE: STRUCTURAL
WOOD FRAMERE: STRUCTURAL
ROOF TPOSLOPE
1/2" : 12"
CLNG HT+10'-6"
F.F.E. @ LEVEL 2+14'-0"
LANDING HT+5'-10"
ROOF+29'-0"
STAIR-1PLANTER
STL COLUMNRE: STRUCTURAL
STL BEAMRE: STRUCTURAL
F.F.E. @ LEVEL 10"
TIESHEATHING
AIR SPACEWALL FRAMINGRE: STRUCTURAL
INSL-1
5/8" GYP TYPE X
STONE SLURRY
STL BEAMRE: STRUCTURAL
1 1/4" WOOD SOFFIT
WOOD TRUSSRE: STRUCTURAL
CONC-1ON METAL DECK
STOP METALWELDED ON BEAM
GOAT PANEL ONGUARD RAIL
SCALE: 1/2" = 1'-0"1 WALL SECTION @ BLDG AREA 1 - FRONT FACADE
SCALE: 3/4" = 1'-0"3 WALL SECTION @ BLDG 2
SCALE: 1/2" = 1'-0"2 WALL SECTION @ BLDG AREA 1 -EAST WALL
RE; DRAWINGS
.bPoint B Design Group
1009 W 6TH ST STE 207AUSTIN, TX 78703o. 512-568-9803
MARGARET WYLIE
24341
A7.01
DETAILS
DATE:
DRAWING TITLE:
9/21/2021
SHEET NUMBER:
©2019 Point B Design Group
SCALE:
9/21/2021
BIM
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2.20
01 |
Tue
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mbe
r 21,
202
1 |
10:0
7 A
M
DO NOT SCALE DRAWING
The drawings, specifications, ideas,designs, and arrangements presented
herein are and shall remain theproperty of Point B Design Group. No
part thereof shall be copied, disclosedto others or used in connection withany work or project other than the
specific project for which they wereprepared and developed without the
written consent of Point B DesignGroup. Visual contact with these
drawings shall constitute conclusiveevidence of acceptance of these
restrictions.
SEAL
REIM
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SH
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219
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N A
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BRA
UNFE
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X 78
130
SCALES ARE 50% OF NOTEDWHEN PRINTED ON 11 X 17PAPER
8'-6
"
4'-0
"6"
4'-0
"
8'-3"5'-1" 4'-3 7/8"
4'-1
0"4'
-9 7
/8"
2A7.01
CONCTETE LANDINGWITH STL FRAME
GOAT PANEL ON STL FRAME
CONC-1
STL STAIRRE: STRUCTURAL
2" SPACEBETWEEN STRINGERS
7" RISERS11" TREADS
UP
F.F.E. @ LEVEL 2+14'-0"
F.F.E. @ LEVEL 10"
LANDING HT+5'-10"
3A7.01
11"
7"
3'-0
"9"
1'-0"
STL COLUMNRE: STRUCTURAL
STL BEAMRE: STRUCTURAL
CONCRETE ON METAL DECKMTL STOP WELDED ON BEAM
STL COLUMNRE: STRUCTURAL
STONE SLURRY WALLGOAT PANEL ON STL FRAME
STL BEAMRE: STRUCTURAL
CONCRETE
CONCRETE TREAD
STEEL STRINGERPERFORATED STEEL RISER COVER
CORRUGATED MTLSIDING
GOAT PANELON GUARDRAIL
CONCRETE FOOTING
1 1/
2"
2"
1 1/
2"
GOAT PANELON STL FRAME
2" 2"
SCALE: 3/8" = 1'-0"1 STAIR 1 @LEVEL 1
SCALE: 3/8" = 1'-0"2 SECTION @ STAIR 1
SCALE: 3" = 1'-0"3 HANDRAIL DETAIL
1. IBC 2018 1014.7: CLEAR SPACE BETWEEN A HANDRAIL AND A WALLOR OTHER SURFACE SHALL BE NOT LESS THAN 1 1/2 INCHES. AHANDRAIL AND A WALL OR OTHER SURFACE ADJACENT TO THEHANDRAIL SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS.
NOTES:
RE; DRAWINGS
.bPoint B Design Group
1009 W 6TH ST STE 207AUSTIN, TX 78703o. 512-568-9803
MARGARET WYLIE
24341
A7.02
DETAILS
DATE:
DRAWING TITLE:
9/21/2021
SHEET NUMBER:
©2019 Point B Design Group
SCALE:3/8" = 1'-0", 1 1/2"=1'-0"
9/21/2021
BIM
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d: P
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24/
2115
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Bra
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1.09
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| V
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2.20
01 |
Tue
sda
y, S
epte
mbe
r 21,
202
1 |
10:0
7 A
M
DO NOT SCALE DRAWING
The drawings, specifications, ideas,designs, and arrangements presented
herein are and shall remain theproperty of Point B Design Group. No
part thereof shall be copied, disclosedto others or used in connection withany work or project other than the
specific project for which they wereprepared and developed without the
written consent of Point B DesignGroup. Visual contact with these
drawings shall constitute conclusiveevidence of acceptance of these
restrictions.
SEAL
REIM
ER B
UILD
ING
SH
ELL
219
E SA
N A
NTO
NIO
ST
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BRA
UNFE
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SCALES ARE 50% OF NOTEDWHEN PRINTED ON 11 X 17PAPER
16'-5 7/8"5'-0"4'-0"
4'-8
"5'
-0"
1'-0
"
2A7.02
3A7.02
UP
11" RISERS7" TREADSLANDING HT
+3'-6"
F.F.E. @ LEVEL 10"
F.F.E. @ LEVEL 2+14'-0"
3'-6
"2'
-9"
PERFORATED STEEL RISER COVER12" CONC-1 TREAD
STEEL STRINGERRE: STRCUTURAL
PLANTER
GOAT PANEL GUARDRAIL1 1/2" x 2" HANDRAIL1 1/2" x 2" TOP RAIL
4" x 4" COLUMN
STAIR STRCUTURERE: STRUCTURAL
4'-3
"
4'-0"
2"
4"
STL STRINGERRE: STRUCTURAL
PERFORATED STL RISER COVERCONC-1 TREADGOAT PANEL GUARDRAIL
1 1/2" x 2" HANDRAIL
1 1/2" x 2" TOP RAIL
4" x 4" COLUMNRE: STRUCTURAL
SCALE: 3/8" = 1'-0"1 STAIR 2 @ LEVEL 1
SCALE: 3/8" = 1'-0"2 SECTION @ STAIR 2
SCALE: 1 1/2"= 1'-0"3 HANDRAIL DETAIL