PROJECT INFORMATION PROJECT TEAM

.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

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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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SCALES ARE 50% OF NOTEDWHEN PRINTED ON 11 X 17PAPER

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



MARGARET WYLIE

24341

A0.01

COVER SHEET

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9/21/2021

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restrictions.

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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



MARGARET WYLIE

24341

A0.02

ARCHITECTURAL NOTES

DATE:

DRAWING TITLE:

9/21/2021

SHEET NUMBER:


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restrictions.

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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



MARGARET WYLIE

24341

D1.00

SITE DEMOLITION PLAN

DATE:

DRAWING TITLE:

9/21/2021

SHEET NUMBER:


SCALE:1/8" = 1'-0"

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NEW

BRA

UNFE

LS T

X 78

130


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



MARGARET WYLIE

24341

A1.00

SITE PLAN

DATE:

DRAWING TITLE:

9/21/2021

SHEET NUMBER:


SCALE:1/8" = 1'-0"

9/21/2021

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restrictions.

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130


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



MARGARET WYLIE

24341

A2.01

LIFE SAFETY

DATE:

DRAWING TITLE:

9/21/2021

SHEET NUMBER:


SCALE:1/8" = 1'-0"

9/21/2021

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restrictions.

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LS T

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130


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:



MARGARET WYLIE

24341

A2.10

CORE & SHELL FLOORPLANS

DATE:

DRAWING TITLE:

9/21/2021

SHEET NUMBER:


SCALE:1/8" = 1'-0"

9/21/2021

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restrictions.

SEAL

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219

E SA

N A

NTO

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NEW

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LS T

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130


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



MARGARET WYLIE

24341

A2.11

ROOF PLAN

DATE:

DRAWING TITLE:

9/21/2021

SHEET NUMBER:


SCALE:1/8" = 1'-0"

9/21/2021

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restrictions.

SEAL

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219

E SA

N A

NTO

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ST

NEW

BRA

UNFE

LS T

X 78

130


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



MARGARET WYLIE

24341

A2.20

RCP

DATE:

DRAWING TITLE:

9/21/2021

SHEET NUMBER:


SCALE:1/8" = 1'-0"

9/21/2021

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restrictions.

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219

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NTO

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ST

NEW

BRA

UNFE

LS T

X 78

130


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



MARGARET WYLIE

24341

A3.00

BUILDING ELEVATIONS

DATE:

DRAWING TITLE:

9/21/2021

SHEET NUMBER:


SCALE:3/16" = 1'-0"

9/21/2021

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restrictions.

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LS T

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130


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


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



RAIL1


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



MARGARET WYLIE

24341

A3.01

BUILDING ELEVATIONS

DATE:

DRAWING TITLE:

9/21/2021

SHEET NUMBER:


SCALE:3/16" = 1'-0"

9/21/2021

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restrictions.

SEAL

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219

E SA

N A

NTO

NIO

ST

NEW

BRA

UNFE

LS T

X 78

130


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


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


RAIL1

SDG-1

206.1


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



MARGARET WYLIE

24341

A4.00

BUILDING SECTIONS

DATE:

DRAWING TITLE:

9/21/2021

SHEET NUMBER:


SCALE:3/16" = 1'-0"

9/21/2021

BIM

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restrictions.

SEAL

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SH

ELL

219

E SA

N A

NTO

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ST

NEW

BRA

UNFE

LS T

X 78

130


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"



RAIL1

WOOD TRUSSRE: STRUCTURAL

205.1


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



SDG-1

103A

STL BEAMRE: STRUCTURALWOOD TRUSSRE: STRUCTURAL

SUNNIMURAL

LOCATION

102.1

MTL-1


COLUMN STRUCTURERE: STRUCTURAL

SDG-1

RAIL1


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



MARGARET WYLIE

24341

A6.00

SCHEDULES

DATE:

DRAWING TITLE:

9/21/2021

SHEET NUMBER:


SCALE:1' = 1'-0"

9/21/2021

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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



MARGARET WYLIE

24341

A7.00

DETAILS

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DRAWING TITLE:

9/21/2021

SHEET NUMBER:


SCALE:

9/21/2021

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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


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 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



F.F.E. @ LEVEL 10"

TIESHEATHING

AIR SPACEWALL FRAMINGRE: STRUCTURAL

INSL-1

5/8" GYP TYPE X

STONE SLURRY


1 1/4" WOOD SOFFIT


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



MARGARET WYLIE

24341

A7.01

DETAILS

DATE:

DRAWING TITLE:

9/21/2021

SHEET NUMBER:


SCALE:

9/21/2021

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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"



CONCRETE ON METAL DECKMTL STOP WELDED ON BEAM


STONE SLURRY WALLGOAT PANEL ON STL FRAME


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



MARGARET WYLIE

24341

A7.02

DETAILS

DATE:

DRAWING TITLE:

9/21/2021

SHEET NUMBER:


SCALE:3/8" = 1'-0", 1 1/2"=1'-0"

9/21/2021

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restrictions.

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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

PROJECT INFORMATION PROJECT TEAM

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