Model - Official Website | Official Website

NS E T N RT B DES GN ENG NEER. AMBERS S ALL BE ST RMTE S S R A R VED E UAL.

. AMBERS S ALL N RM T T E RE U REMENTS ASTM "STANDARD S E AT NR L R LENE RRUGATED ALL ST RM ATER LLE T N AMBERS".

. AMBER R S S ALL R V DE NT NU US UN BSTRU TED NTERNAL S A E T NNTERNAL SU RT ANELS.

. T E STRU TURAL DES GN T E AMBERS T E STRU TURAL BA LL AND T ENSTALLAT N RE U REMENTS S ALL ENSURE T AT T E L AD A T RS S E ED N T EAAS T LR D BR DGE DES GN S E AT NS SE T N . ARE MET R L NG DURAT NDEAD L ADS AND S RT DURAT N L VE L ADS BASED N T E AAS T DES GN TRU T

NS DERAT N R M A T AND MULT LE VE LE RESEN E.

. NL AMBERS T AT ARE A R VED B T E ENG NEER LL BE ALL ED. T E NTRA T RS ALL SUBM T SETS T E LL NG T T E ENG NEER R A R VAL BE REDEL VER NG AMBERS T T E R E T S TE

. A STRU TURAL EVALUAT N B A REG STERED STRU TURAL ENG NEER T ATDEM NSTRATES T AT T E L AD A T RS S E ED N T E AAS T LR D BR DGEDES GN S E AT NS SE T N . ARE MET. T E EAR REE M DULUSDATA S E ED N ASTM MUST BE USED AS A ART T E AAS TSTRU TURAL EVALUAT N T VER L NG TERM ER RMAN E.

. AMBERS S ALL BE R DU ED AT AN S ERT ED MANU A TUR NG A L T .

. ALL DES GN S E AT NS R AMBERS S ALL BE N A RDAN E T T EMANU A TURER S LATEST DES GN MANUAL.

. T E NSTALLAT N AMBERS S ALL BE N A RDAN E T T E MANU A TURER S LATESTNSTALLAT N NSTRU T NS.

BET EEN UNDAT N ST NE AND AMBERSS " DE STR

STUBS AT T END A R ART NUMBERS END NG T "T"

BU LD R NT S D RE T N

VERLA NE T AMBER EREVER SMALL RRUGAT N

A E TS " S V

N M NAL AMBER S E AT NSS E NSTALLED LENGT . " . " . "

M N MUM NSTALLED ST RAGE . UB EETE G T .

STUBS AT B TT M END A R ART NUMBERS END NG T "B"

SU T AT T E UTS DE D AMETER T E STUB S LUS T T E B TT M T E END A . R ADD T NAL N RMAT N NTA T ST RMTE AT .

R T E S E E B T E " STUB L ES BEL T E B TT M T E END

BEL T E N STUB S T AT T E TT NG S TS LEVEL.

ART STUB A B S E E T " . " . " N A S E E B " . " N A . "

S E E B " . " N A . " S E E T " . " . " N A S E E B " . " N A . " S E E T " . " . " N A

S E E T " . " . " N A S E E B " . " N A . "

S E E B " . " N A . "S E E B " . " N A . "

VER ENT RE R T AAS T M LASS N N VEN GE TE T LE R E UAL

S DE STR

. ST RMTE RE U RES NSTALL NG NTRA T RS T USE AND UNDERSTAND ST RMTE S LATEST NSTALLAT N NSTRU T NS R R T BEG NN NG S STEM NSTALLAT N.

. UR TE N AL SERV ES DE ARTMENT ERS

NTA T UR TE N AL SERV ES RE RESENTAT VE AT LEAST DA S R R T S STEM NSTALLAT N T ARRANGE

AN T EN ANS ER UEST NS R ADDRESS MMENTS N T E ST RMTE AMBER S STEM AND N RM T E NSTALL NG NTRA T R T E M N MUM NSTALLAT N RE U REMENTS BE RE BEG NN NG T E S STEM S

T S EA T A TE N AL SERV ES RE RESENTAT VE R V S T .

T RE E VE A UR NSTALLAT N NSTRU T NS.

. ST RMTE S RE U REMENTS R S STEMS T AVEMENT DES GN AS ALT N RETE AVERS ET . M N MUM VER

" N LUD NG AVEMENT. R NSTALLAT NS T AT D N T N LUDE AVEMENT ERE RUTT NG R M VE LES

MA MUM VER S ".

. T E NTRA T R MUST RE RT AN D S RE AN ES T AMBER UNDAT N MATER ALS BEAR NG A A T ES T T E DES GN ENG NEER.

ABR MUST BE USED AS ND ATED N T E R E T LANS.

. AS AN ALTERNATE T R T R TEST NG AND ELD DENS T MEASUREMENTS N EN GRADED ST NE ST RMTE M A T N RE U REMENTS ARE MET R A

" S ED S RE N A

S AMBER

NLEAN RUS ED ANGULAR ST NE

AAS T M LASS N N VENGE TE T LE

B D " S L D NGEDVER AND RAME SEE N L LAST

A L AT NS SEE D G R UN AVED A L AT NS

" D E T

BEAVER R AD SU TE ET ERS ELD T NE A

.ST RMTE . M

S END A

AAS T M LASS N N VEN GE TE T LE

ST RMTE END A

LA ERS AAS T M LASS VEN GE TE T LE R E UAL

S " DE STR

N TE ALL D MENS NS ARE N M NAL

E R NS E T N RT

AMBER ST RAGE . UB EET

ALL STUBS E E T R T E S E E B ARE LA ED AT B TT M END A

A A R MATEL . ". BA LL MATER AL S ULD BE REM VED R M

S E E T " . " . " N A

S E E B " . " N A . "

S E E T " . " . " N A

S DE STR

. ST NE LA EMENT BET EEN AMBERS R S AND AR UNDER METER MUST LL NSTRU T NS AS ND ATED N T E

M ST URRENT VERS N ST RMTE S NSTALLAT NNSTRU T NS.

. BA LL NG VER T E AMBERS MUST LLRE U REMENTS AS ND ATED N T E M ST URRENT VERS N

ST RMTE S NSTALLAT N NSTRU T NS.

. T E NTRA T R MUST RE ER T ST RMTE SNSTALLAT N NSTRU T NS R A TABLE A E TABLEVE LE L ADS AT VAR US DE T S VER. T SN RMAT N S ALS AVA LABLE AT ST RMTE S EBS TEWWW.STORMTECH.COM. T E NTRA T R S RES NS BLE

R REVENT NG VE LES T AT E EED ST RMTE SRE U REMENTS R M TRAVEL NG A R SS R AR NG VERT E ST RM ATER S STEM. TEM RAR EN NG ARN NGTA E AND A R R ATEL L ATED S GNS ARE MM NLUSED T REVENT UNAUT R ED VE LES R M ENTER NGSENS T VE NSTRU T N AREAS.

. T E NTRA T R MUST A L ER S N AND SED MENTNTR L MEASURES T R TE T T E ST RM ATER S STEM

DUR NG ALL ASES S TE NSTRU T N ER L ALDES AND DES GN ENG NEER S S E AT NS.

. ST RMTE R DU T ARRANT S L M TED. SEE URRENTR DU T ARRANT R DETA LS. T A U RE A ALL

ST RMTE AT 1-888-892-2694 R V S T WWW.STORMTECH.COM

NSTALLAT N NSULTAT NS T NSTALL NG NTRA T RS.

A RE NSTALLAT N NSULTAT N. UR RE RESENTAT VES

NSTRU T N. ALL

ST RMTE . M

S " N T N LUD NG AVEMENT MA MUM VER S

MA UR M N MUM RE U RED VER S "

. AAS T M LASS N N VEN GE TE T LE LTER

D

B

A

N TE T AT T S LA ER S AVEMENT.

LL MATER AL R LA ER STARTS R M T ET T E EMBEDMENT ST NE B LA ER T

" AB VE T E T T E AMBER. N TET AT AVEMENT SUB BASE MA BE A ART T S LA ER.

EMBEDMENT ST NE SURR UND NG T EAMBERS R M T E UNDAT N ST NE

A LA ER T T E LA ER AB VE.

UNDAT N ST NE BEL AMBERS R MT E SUBGRADE U T T E T B TT M T E AMBER.

E LANS R AVEMENTRE U REMENTS.

GRANULAR ELL GRADED S L AGGREGATEM TURES NES. M ST AVEMENT SUBBASE MATER ALS AN BE USED N L EU T S LA ER.

N A

RE ARE ER ENG NEER S LANS. AVED NSTALLAT NSMA AVE STR NGENT MATER AL AND RE ARAT NRE U REMENTS.

BEG N M A T N A TER " MATER AL VER T EAMBERS S REA ED. M A T ADD T NAL LA ERS N

" L TS T A M N. STANDARD R T R DENS T .R LLER GR SS VE LE E G T N T T E EED

. D NAM R E N T T E EED .

N M A T N RE U RED.

LATE M A T R R LL T A EVE A STANDARDR T R DENS T .

MATER AL L AT N DES R T N M A T N DENS T RE U REMENTAAS T MDES GNAT N

A

B

D

LEAN RUS ED ANGULAR ST NEN M NAL S E D STR BUT NBET EEN N


LEASE N TE. T E L STED AAS T DES GNAT NS ARE R GRADAT NS NL . T E ST NE MUST ALS BE LEAN RUS ED ANGULAR. R E AM LE A S E AT N R

STONE WOULD STATE: “CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE”.

LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9” (MAX) LIFTS USING TWO FULL COVERAGES WITH AN APPROPRIATE COMPACTOR.

N TES. NS E T N RT MUST BE NNE TED T R UG

N UT L ATED AT ENTER AMBER.. ALL S EDULE TT NGS T BE S LVENT

EMENTED.

" S ED V U L NG

" S ED V

" S ED V

RE . " LE N AMBER . " LE SA RE D

N RETE LLAR

AVEMENT

N L LAST " NL NE DRA N

D G R AVED

NS E T N RT B DES GN ENG NEER. AMBERS S ALL BE ST RMTE S S R A R VED E UAL.

. AMBERS S ALL N RM T T E RE U REMENTS ASTM "STANDARD S E AT NR L R LENE RRUGATED ALL ST RM ATER LLE T N AMBERS".

. AMBER R S S ALL R V DE NT NU US UN BSTRU TED NTERNAL S A E T NNTERNAL SU RT ANELS.

. T E STRU TURAL DES GN T E AMBERS T E STRU TURAL BA LL AND T ENSTALLAT N RE U REMENTS S ALL ENSURE T AT T E L AD A T RS S E ED N T EAAS T LR D BR DGE DES GN S E AT NS SE T N . ARE MET R L NG DURAT NDEAD L ADS AND S RT DURAT N L VE L ADS BASED N T E AAS T DES GN TRU T

NS DERAT N R M A T AND MULT LE VE LE RESEN E.

. NL AMBERS T AT ARE A R VED B T E ENG NEER LL BE ALL ED. T E NTRA T RS ALL SUBM T SETS T E LL NG T T E ENG NEER R A R VAL BE REDEL VER NG AMBERS T T E R E T S TE

. A STRU TURAL EVALUAT N B A REG STERED STRU TURAL ENG NEER T ATDEM NSTRATES T AT T E L AD A T RS S E ED N T E AAS T LR D BR DGEDES GN S E AT NS SE T N . ARE MET. T E EAR REE M DULUSDATA S E ED N ASTM MUST BE USED AS A ART T E AAS TSTRU TURAL EVALUAT N T VER L NG TERM ER RMAN E.

. AMBERS S ALL BE R DU ED AT AN S ERT ED MANU A TUR NG A L T .

. ALL DES GN S E AT NS R AMBERS S ALL BE N A RDAN E T T EMANU A TURER S LATEST DES GN MANUAL.

. T E NSTALLAT N AMBERS S ALL BE N A RDAN E T T E MANU A TURER S LATESTNSTALLAT N NSTRU T NS.

BET EEN UNDAT N ST NE AND AMBERSS " DE STR

STUBS AT T END A R ART NUMBERS END NG T "T"

BU LD R NT S D RE T N

VERLA NE T AMBER EREVER SMALL RRUGAT N

A E TS " S V

N M NAL AMBER S E AT NSS E NSTALLED LENGT . " . " . "

M N MUM NSTALLED ST RAGE . UB EETE G T .

STUBS AT B TT M END A R ART NUMBERS END NG T "B"

SU T AT T E UTS DE D AMETER T E STUB S LUS T T E B TT M T E END A . R ADD T NAL N RMAT N NTA T ST RMTE AT .

R T E S E E B T E " STUB L ES BEL T E B TT M T E END

BEL T E N STUB S T AT T E TT NG S TS LEVEL.

ART STUB A B S E E T " . " . " N A S E E B " . " N A . "

S E E B " . " N A . " S E E T " . " . " N A S E E B " . " N A . " S E E T " . " . " N A

S E E T " . " . " N A S E E B " . " N A . "

S E E B " . " N A . "S E E B " . " N A . "

VER ENT RE R T AAS T M LASS N N VEN GE TE T LE R E UAL

S DE STR

. ST RMTE RE U RES NSTALL NG NTRA T RS T USE AND UNDERSTAND ST RMTE S LATEST NSTALLAT N NSTRU T NS R R T BEG NN NG S STEM NSTALLAT N.

. UR TE N AL SERV ES DE ARTMENT ERS

NTA T UR TE N AL SERV ES RE RESENTAT VE AT LEAST DA S R R T S STEM NSTALLAT N T ARRANGE

AN T EN ANS ER UEST NS R ADDRESS MMENTS N T E ST RMTE AMBER S STEM AND N RM T E NSTALL NG NTRA T R T E M N MUM NSTALLAT N RE U REMENTS BE RE BEG NN NG T E S STEM S

T S EA T A TE N AL SERV ES RE RESENTAT VE R V S T .

T RE E VE A UR NSTALLAT N NSTRU T NS.

. ST RMTE S RE U REMENTS R S STEMS T AVEMENT DES GN AS ALT N RETE AVERS ET . M N MUM VER

" N LUD NG AVEMENT. R NSTALLAT NS T AT D N T N LUDE AVEMENT ERE RUTT NG R M VE LES

MA MUM VER S ".

. T E NTRA T R MUST RE RT AN D S RE AN ES T AMBER UNDAT N MATER ALS BEAR NG A A T ES T T E DES GN ENG NEER.

ABR MUST BE USED AS ND ATED N T E R E T LANS.

. AS AN ALTERNATE T R T R TEST NG AND ELD DENS T MEASUREMENTS N EN GRADED ST NE ST RMTE M A T N RE U REMENTS ARE MET R A

" S ED S RE N A

S AMBER

NLEAN RUS ED ANGULAR ST NE

AAS T M LASS N N VENGE TE T LE

B D " S L D NGEDVER AND RAME SEE N L LAST

A L AT NS SEE D G R UN AVED A L AT NS

" D E T

BEAVER R AD SU TE | ET ERS ELD T NE | A

.ST RMTE . M

S END A

AAS T M LASS N N VEN GE TE T LE

ST RMTE END A

LA ERS AAS T M LASS VEN GE TE T LE R E UAL

S " DE STR

N TE ALL D MENS NS ARE N M NAL

E R NS E T N RT

AMBER ST RAGE . UB EET

ALL STUBS E E T R T E S E E B ARE LA ED AT B TT M END A

A A R MATEL . ". BA LL MATER AL S ULD BE REM VED R M

S E E T " . " . " N A

S E E B " . " N A . "

S E E T " . " . " N A

S DE STR

. ST NE LA EMENT BET EEN AMBERS R S AND AR UNDER METER MUST LL NSTRU T NS AS ND ATED N T E

M ST URRENT VERS N ST RMTE S NSTALLAT NNSTRU T NS.

. BA LL NG VER T E AMBERS MUST LLRE U REMENTS AS ND ATED N T E M ST URRENT VERS N

ST RMTE S NSTALLAT N NSTRU T NS.

. T E NTRA T R MUST RE ER T ST RMTE SNSTALLAT N NSTRU T NS R A TABLE A E TABLEVE LE L ADS AT VAR US DE T S VER. T SN RMAT N S ALS AVA LABLE AT ST RMTE S EBS TEWWW.STORMTECH.COM. T E NTRA T R S RES NS BLE

R REVENT NG VE LES T AT E EED ST RMTE SRE U REMENTS R M TRAVEL NG A R SS R AR NG VERT E ST RM ATER S STEM. TEM RAR EN NG ARN NGTA E AND A R R ATEL L ATED S GNS ARE MM NLUSED T REVENT UNAUT R ED VE LES R M ENTER NGSENS T VE NSTRU T N AREAS.

. T E NTRA T R MUST A L ER S N AND SED MENTNTR L MEASURES T R TE T T E ST RM ATER S STEM

DUR NG ALL ASES S TE NSTRU T N ER L ALDES AND DES GN ENG NEER S S E AT NS.

. ST RMTE R DU T ARRANT S L M TED. SEE URRENTR DU T ARRANT R DETA LS. T A U RE A ALL

ST RMTE AT 1-888-892-2694 R V S T WWW.STORMTECH.COM

NSTALLAT N NSULTAT NS T NSTALL NG NTRA T RS.

A RE NSTALLAT N NSULTAT N. UR RE RESENTAT VES

NSTRU T N. ALL

ST RMTE . M

S " N T N LUD NG AVEMENT MA MUM VER S

MA UR M N MUM RE U RED VER S "

. AAS T M LASS N N VEN GE TE T LE LTER

D

B

A

N TE T AT T S LA ER S AVEMENT.

LL MATER AL R LA ER STARTS R M T ET T E EMBEDMENT ST NE B LA ER T

" AB VE T E T T E AMBER. N TET AT AVEMENT SUB BASE MA BE A ART T S LA ER.

EMBEDMENT ST NE SURR UND NG T EAMBERS R M T E UNDAT N ST NE

A LA ER T T E LA ER AB VE.

UNDAT N ST NE BEL AMBERS R MT E SUBGRADE U T T E T B TT M T E AMBER.

E LANS R AVEMENTRE U REMENTS.

GRANULAR ELL GRADED S L AGGREGATEM TURES NES. M ST AVEMENT SUBBASE MATER ALS AN BE USED N L EU T S LA ER.

N A

RE ARE ER ENG NEER S LANS. AVED NSTALLAT NSMA AVE STR NGENT MATER AL AND RE ARAT NRE U REMENTS.

BEG N M A T N A TER " MATER AL VER T EAMBERS S REA ED. M A T ADD T NAL LA ERS N

" L TS T A M N. STANDARD R T R DENS T .R LLER GR SS VE LE E G T N T T E EED

. D NAM R E N T T E EED .

N M A T N RE U RED.

LATE M A T R R LL T A EVE A STANDARDR T R DENS T .

MATER AL L AT N DES R T N M A T N DENS T RE U REMENTAAS T MDES GNAT N

A

B

D



LEASE N TE. T E L STED AAS T DES GNAT NS ARE R GRADAT NS NL . T E ST NE MUST ALS BE LEAN RUS ED ANGULAR. R E AM LE A S E AT N R

STONE WOULD STATE: “CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE”.

LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9” (MAX) LIFTS USING TWO FULL COVERAGES WITH AN APPROPRIATE COMPACTOR.

N TES. NS E T N RT MUST BE NNE TED T R UG

N UT L ATED AT ENTER AMBER.. ALL S EDULE TT NGS T BE S LVENT

EMENTED.

" S ED V U L NG

" S ED V

" S ED V

RE . " LE N AMBER . " LE SA RE D

N RETE LLAR

AVEMENT

N L LAST " NL NE DRA N

D G R AVED

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A 1.1

A 1.2

A 1.3

A 2.1

A 2.2

A 2.3

A 2.4

A 3.1

A 3.2

A 4.2

A 4.3

A 4.3

A 5.1

A 5.2

A 5.3

A 6.1

A 6.2

A 6.3

A 6.4

A 6.5

A 7.1

NameTITLE, CODE, ZONE, PLAN OF DEVELOPMENT INDEX, PROJECT DERECTORY NARRATIVE

SCHEDULES, LIFE SAFETY

SITE DETAILS, FENCE, SCREEN PLANTING & LANDSCAPE DETAILS

SCHEDULES

EXISTING & DEMO 1/16"=1'-0"

OFFICE ENTRY 1/4"-1/8"

PROPOSED FIRST FLOOR PLAN

EXISTING AND PROPOSED

PROPOSED ELEVATIONS 1/16"

PROPOSED ELEVATIONS FRONT, REAR, 1/4"

PROPOSED ELEVATION RIGHT AND LEFT

BUILDING SECTIONS

BUILDING SECTIONS

WALL SECTIONS

WALL SECTIONS

PER MANUF.

DETAILS

Layout

Layout

ENTRY LOBBY

PARTS AND PRODUCTION

OFFICE

DELIVERY BAY

BATHROOMS

FIRST FLOOR RCP

2 Sheet Index 1' = 1'-0"

F I N A L C D R B R E V I E W

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onst

ruct

ion,

LLC

GEN

ERAL

NO

TED

O N

OT

SCAL

E FR

OM

TH

IS D

RAW

ING

All D

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sion

s. L

imit

Line

s, &

Set

back

s to

be

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on s

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the

Gen

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Con

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o co

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of s

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For:

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T4

OF

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T 1.

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S &

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TO:

MO

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NT

CO

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TER

1423

STU

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ROLI

NA

2946

4

SCH

EDU

LES


FIN

AL

CD

RB R

EVIE

W

DOOR SCHEDULE

ID

D01

D01

D01

D01

D01

D01

D01

D02

D03

D04

D04

D05

D05

D06

D06

D07

D07

D07

D08

D08

D08

D10

D11

D13

D14

D15

D15

D16

D17

D18

D19

D20

D20

D21

D21

D21

D22

D24

D24

D24

D24

D25

DOORTYPE

---

---

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Style 9

Style 9

Style 9

Style 9

Style 9

Style 9

Flush

Style 9

Flush

Style 9

Flush

Style 9

Flush

Flush

Style 9

Flush

Style 7

Style 9

Flush

Flush

Flush

Flush

Flush

No Grill

---

Flush

Flush

Flush

---

Flush

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W12'-4 39/…

14'

18'-4 33/…

9'-7 1/2"

11'-10 2…

12'

12'

11'-10 2…

11'-10 2…

3'

11'-10 2…

3'

11'-10 2…

3'

11'-10 2…

3'

3'

11'-10 2…

3'

6'

17'-12"

3'

3'

3'

3'

3'

3'

3'

3'

3'

2'-10"

3'

3'

3'-7 7/16"

6'

6'-4 1/2"

3'

12'-4 1/2"

12'-4 1/2"

14'-9"

14'-9"

12'-4 1/2"

HT12'

12'

12'

10'

12'

10'

12'

12'

12'

7'

12'

7'

12'

7'

12'

6'-8"

7'

12'

7'

8'-2"

12'

7'

7'

7'

7'

7'

7'

7'

7'

7'

7'

7'

7'

7'

6'

8'-2 63/64"

6'

12'-4"

13'-7 47/…

13'-2 1/4"

17'-7 47/…

12'-4"

THK0'-1 37/64"

0'-5/64"

0'-1 37/64"

0'-1 1/4"

0'-1 1/4"

0'-1 1/4"

0'-1 1/4"

0'-1 1/4"

0'-1 1/4"

0'-1 1/4"

0'-1 1/4"

0'-1 1/4"

0'-1 1/4"

0'-1 1/4"

0'-1 1/4"

0'-1 1/4"

0'-1 1/4"

0'-1 1/4"

0'-1 1/4"

0'-1 37/64"

0'-1 1/4"

0'-1 1/4"

0'-1 1/4"

0'-1 1/4"

0'-1 1/4"

0'-1 1/4"

0'-1 1/4"

0'-1 37/64"

0'-1 1/4"

0'-1 1/4"

0'-1 1/4"

0'-1 37/64"

0'-1 1/4"

0'-1 37/64"

0'-1 37/64"

0'-1 37/64"

0'-1 37/64"

0'-1 37/64"

0'-1 37/64"

0'-1 37/64"

0'-1 37/64"

0'-1 37/64"

MATL---

---

---

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---

---

---

---

---

---

---

GLZ---

---

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---

FRAMEW

0'-1 31/32"

0'-4 59/64"

0'-1 31/32"

0'-2"

0'-2"

0'-2"

0'-2"

0'-2"

0'-2"

2.00"

0'-2"

2.00"

0'-2"

2.00"

0'-2"

2.00"

2.00"

0'-2"

2.00"

0'-2"

0'-2"

2.00"

2.00"

2.00"

2.00"

2.00"

2.00"

0'-1 31/32"

2.00"

2.00"

2.00"

0'-1 31/32"

2.00"

0'-1 31/32"

0'-1 31/32"

0'-1 31/32"

0'-1 31/32"

0'-1 31/32"

0'-1 31/32"

0'-1 31/32"

0'-1 31/32"

0'-1 31/32"

THK0'

0'-2 23/64"

0'

0'-4"

0'-4"

0'-4"

0'-4"

0'-4"

0'-4"

0'-4"

0'-4"

0'-4"

0'-4"

0'-4"

0'-4"

0'-4"

0'-4"

0'-4"

0'-4"

0'-4"

0'-4"

0'-4"

0'-4"

0'-4"

0'-4"

0'-4"

0'-4"

0'

0'-4"

0'-4"

0'-4"

0'

0'-4"

0'

0'

0'

0'

0'

0'

0'

0'

0'

DETAILSHEAD

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---

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---

---

---

---

---

---

JAMB---

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---

---

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---

SILL---

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---

---

---

---

---

---

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RATING HW SET

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---

---

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---

---

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NOTES

---

---

---

---

---

---

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---

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---

WINDOW SCHEDULE

ID

A

A

A

A

A

SIZEWIDTH5'-9 17/32"

6'

6'

6'-1 13/64"

12'-2 63/64"

HEIGHT6'

6'

6'

6'

12'-9 45/64"

TYPE MATERIAL

06 | W Pine H

06 | W Pine H

05 | Aluminum Plain

06 | W Pine H

06 | W Pine H

NOTES

SCALE: 1' = 1'-0"

Door ScheduleT 1.4

SCALE: 1' = 1'-0"

Window ScheduleT 1.4

WOOD FENCE

BUILDINGGRAVEL

CONCRETE

ASPHALT

5' BUFFER

5' B

UFF

ER

EXISTING

16 DAMAGED VEHICLE PARKING SPACES

1.9

1.8

1.4

1.2

2.2

0.91.5

2.6

0.3

0.4

0.5

1.8

1.5

2.1

0.4

2.1

1.4

2.6

2.9

3.1

2.9

3.6

3.1

3.9

3.9

3.1

1.9

1.2

1.4

1.00.6

0.4

0.4

0.5

0.4

0.6

0.50.7

0.71.0

0.50.6

0.4

1.4

1.00.6

0.4

0.4

0.5

0.4

0.6

0.50.7

0.71.0

0.50.6

0.4

1.7

1.6

1.9

0.4

2.6

3.2

5.1

3.0

1.8

2.4

1.6

3.7

2.4

5.1

3.0

1.8

1.9

2.6

0.4

2.8

2.8

3.7

1.6

1.2

0.4

0.5

0.5

AREALAMP "A"

ADDITION

ASPHALTVEHICLE PARKING SPACES

PR

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SITE LIGHTING PHOTOMETRIC DIAGRAM1" = 1'-0"NOTE:Units in FootcandlesGrid: 4.5' x 5.9'Lamp: See cut sheet at right

BT 1.5

AREA LAMP "A"1" = 1'-0"

T 1.5

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in w

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FIN

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ACCESSRESTROOM

WAITING

Three Hour Fire Separation

UTI

LITY

SAFE

TYST

ATIO

N

Low Planter& Display

SAFE

TYST

ATIO

N

UP

17

x 7

49/6

4" =

11'

-0"

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

NEW

EXITSIG

N

NEW

EXITSIG

N

NEWEXITSIGN

NEWEXITSIGN

NEWEXITSIGN

NEWEXITSIGN

NEWEXITSIGN

NEWEXITSIGN

NEWEXITSIGN

NEWEXITSIGN

NEWEXITSIGN

FIRE EXTINGUISHER

FIRE EXTINGUISHER

FIRE EXTINGUISHER

FIRE EXTINGUISHER

FIRE EXTINGUISHER FIRE EXTINGUISHER

FIRE EXTINGUISHER

FIRE EXTINGUISHER


NEWEXITSIGN

WS-23A 4.2

#DrgID#LayID

WS-20A 3.1

#DrgID#LayID

#DrgID#LayID

#DrgID#LayID

#DrgID#LayID

BS-18A 3.2

21#LayID

23A 1.1

25A 1.1

16'-11 11/32"

2'-3 11/16" 6' 7'-11/16" 1'-2 1/8"

113'

-3 3

1/32

"

24'-3

1/32

"11

'-9 1

1/64

"11

'-9 1

1/64

"1'

-8 6

3/64

"2'

-10

17/6

4"12

'-2 6

3/64

"2'

-10

15/6

4"10

'-3 1

9/64

"14

'-7 1

1/64

"7'

-10

31/6

4"7'

-10

31/6

4"5'

-4 4

7/64

"

3'-1

1/64

"14

'-8 1

/2"

3'-4

19/

64"

6'-1

13/

64"

5'-7

63/

64"

6'5'

-9 1

1/64

"5'

-9 1

7/32

"4'

-8 1

5/16

"3'

-2 1

/4"

3'-2

1/4

"5'

-9 1

/2"

2'-3

35/

64"

2'-6

"2'

-6"

6'2'

-6 3

/64"

6'-7

/8"

6'1'

-10

31/6

4"6'

1'-1

0 31

/64"

6'2'

-4 4

7/64

"

2'-3 29/64" 14'-9" 5'-7 9/32"

8'-2 19/32" 10'-10 47/64" 3'-9 31/32" 1'-10 5/64" 14'-6 25/32" 15'-23/32" 14'-10 33/64" 14'-11 41/64" 14'-10 1/16" 15'-1 23/32" 15'-41/64" 14'-11 63/64" 14'-7 35/64" 20'-13/16" 12'-5 7/64"

5'-2 19/32" 6' 5'-2 5/16" 3" 5'-5 25/64" 10"

22'-11 19/64" 168'-5 39/64"

2 1/

2"43

'-11

11/1

6"2

1/2"

22'-11 19/64" 2 5/64"3'-4" 6'-7 63/64" 12'-4 39/64" 2'-7 59/64" 12'-4 39/64" 2'-6 7/8" 12'-4 13/32" 2'-6 3/4" 12'-4 53/64" 14'-10 15/64" 2'-7 25/32" 12'-5 29/64" 2'-7 25/32" 12'-5 29/64" 2'-6 25/32" 12'-5 9/16" 2'-2 41/64" 12'-5 39/64" 4'-6 45/64" 18'-5 1/8" 3'-2 27/64"

2 1/

2"21

'-11

27/3

2"21

'-11

27/3

2"2

1/2"

8'-1

/32"14'-10 7/64"

31'-4

7/1

6"

2'-1

0 17

/64"

12'-2

63/

64"

2'-1

0 15

/64"

26'-10 1/2"

16'-3

3/4

"

#DrgID#LayID

##

BS-13A 3.1

B

#DrgID#LayID

#DrgID#LayID

#DrgID#LayID

22A 6.5

23A 6.5

24A 6.5

OFFICE003

A: 120 sq ft

ACCOUNTING OFFICE004

A: 152 sq ft


A: 201 sq ft

REFRESHMENTS006

A: 63 sq ft

PARTS & PRODUCTION008

A: 394 sq ft

BODY SHOP010

A: 4,016 sq ftBODY SHOP

011A: 2,391 sq ft

BODY SHOP013

A: 1,070 sq ft

ENTRY/ WAITING002

A: 446 sq ft

BATH004

A: 46 sq ftH: 10'-0"

BATH005

A: 40 sq ftH: 10'-0"

BATH009

A: 101 sq ft

RECEPTION

WAITING AREA

PAPER HANDLING007

A: 40 sq ft

BODY SHOP012

A: 6,235 sq ft

ORTA LE FIRE EXTING ISHERS RE IRE ENTS

ALL PORTABLE FIRE EXTINGUISHERS SHALL COMPLY WITHLOCAL BUILDING CODE DEPARTMENT REQUIREMENTS ANDTHE NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS 2009

THE FIRE EXTINGUISHERS SIZE AND PLACEMENT SHALL COMPLYWITH TABLE 5.2.1 OF NFPA 10 UNDER ORDINARY HAZARD OCCUPANCYFOR CLASS A HAZARDS IN ALL AREAS OF THE TENANT SPACEEXCEPT FOR THE KITCHEN WHICH IS CLASS K HAZARD.

PROVIDE ONE CLASS A FIRE EXTINGUISHER IN PATRON AREA

PROVIDE ONE CLASS K FIRE EXTINGUISHER IN KITCHEN

ALL FIRE EXTINGUISHERS SHALL BE MAINTAINED IN A FULLY CHARGEDAND OPERABLE CONDITION AND SHALL BE KEPT IN THEIR DESIGNATEDPLACES AT ALL TIMES WHEN THEY ARE NOT BEING USED.

FIRE EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED WHERETHEY WILL BE READILY ACCESSIBLE AND IMMEDIATELY AVAILABLEIN THE EVENT OF FIRE. PREFERABLY, THEY SHALL BE LOCATED ALONGNORMAL PATHS OF TRAVEL, INCLUDING EXITS FROM AREAS.

FIRE EXTINGUISHERS WEIGHING UNDER 40 LBS. SHALL NOT BE MOUNTEDHIGHER THAN 5'-0" FROM THE TOP OF THE EXTINGUISHERS. EXTINGUISHERSWEIGHING OVER 40 LBS. SHALL NOT BE MOUNTED HIGHER THAN 3'-6".

CLASS K FIRE EXTINGUISHERS SHALL HAVE ADJACENT PLACARDMOUNTED ON WALL; SEE PLACARD DETAIL

1.

2.

3.

4.

5.

6.

7.

8.

GENERAL LIFE SAFET AND EGRESS NOTES:

EXIT SIGNS ARE EXIST. EXCEPT FOR ONENEW SIGN AT NEW DOORWAY TOOUTSIDE

EXIST. EMERGENCY LIGHTING ALREADYIN PLACE

EXIST. FIRE EXTINGUISHER

EXIST. ELECTRIC PANELS AND MAINCIRCUIT BREAKER TO REMAIN

ELECTRICAL LEGEND:

EXIST. F.E.

NEWEXITSIGN

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

1. LIFE SAFETY PLANT 1.2

PRO

JEC

TRE

VIS

ED

Dat

ePu

rpos

e

CO

PYR

IGH

T

John

B C

rouc

h III

AIA

28

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e of

Pal

ms,

SC

29

451

Vx

843

.270

.297

6 Jo

hn@

Oce

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esig

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.com

Fx

843

.886

.079

7

ISSU

EDC

ON

TEN

TSTh

ese

plan

s ar

e co

pyrig

hted

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are

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ject

to p

rote

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Cop

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ht A

ct 1

7 U

.S.O

. as

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Dec

embe

r19

90 a

nd k

now

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the

Arch

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ural

Wor

ks P

rote

ctio

n Ac

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WS-20A 3.1

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#DrgID#LayID

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BS-18A 3.2

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22A 6.5

23A 6.5

24A 6.5

2'-3

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"

2'-2

1/4

"

18'

9'

SLATTED SCREEN WALL OPAQUE FENCE

OPA

QU

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NC

E

SLAT

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SC

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N W

ALL

SLATTED SCREEN WALL OPAQUE FENCE

1419 STUART ENGALS BLVD.

EDG

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F R

OC

K

1414

WAL

L

(ENTIRE BACK YARD)

EXIST. ROCK PARKING LOT

EXIST. ROCK PARKING LOTEXIST.

SLABEXIST. CONC.

SLAB

EXIS

T. C

ON

C.

SEPTIC TANKEXIST.

16 16

16

15

15

15

14

14

14

14

14

1413

13

13

12.4

12.9

13.0

13.9

13.3 12.6

13.412.413.7

14.0

13.5

13.314.6

14.6

14.4

15.2

14.7

15.3

15.7 15.5

15.6

15.615.4

15.0

14.5

13.7

14.8

15.0

15.1

15.9

15.8

14.3

14.7X

X

X

X

X

X

X

X

X

X

XX

X

XX

X

X

X

X

X

X X

X

X

X X X

XX

X

X

X

X

X15.6 EXISTING GROUND ELEVATION

8"MAG

12"O8"O

10"O

9"O

16"G

20"G18"G14"O

32" STUMP

7",7",6"HB

17"P

20"G

13"P

HB HACK BERRY

NGVD 29

PORTION OF LOT 4

REFERENCES:

IN PLAT BOOK CC PAGE 48

1. PLAT BY E. M. SEABROOK, JR., INC. DATED 3/18/92 RECORDED IN CHARLESTON COUNTY RMC OFFICE

13.1

'

20.1' 13.1

'

20.1'

64.0

'

28.8'

17.0

'

10.2' 0.9' 7.1' 12

.3'

7.1'

33.9

'

39.2'

A/C

POST 18.12FFE X EXIST. SHED

BUILDINGWOOD & BLOCK

1-STORY

SIGN/POST

SIGN/POST

SIGN/LIGHT

SIGN/LIGHT

583'

± T

O L

OU

ISE

TER

RAC

E

CENTER AVE.

LOUISE TERRACE

U. S

. HW

Y. 1

7 R/

W V

ARIE

S

STUA

RT E

NGAL

S BL

VD.

SITES

TUA

RT

EN

GA

LS B

LVD

.

CAMBRIDGE LAKES HPR

STEPHEN H. BERMANAND LAURIE R. BERMAN

WPE HOLDINGS II, LLC

HLAM, INC.

U. S

. HW

Y. 1

7 R

/W V

AR

IES

TMS 559-14-00-002

TMS 559-14-00-004

TMS 559-14-00-003

N

0.63 AC.27,236 SQ. FT.

0

SCALE IN FEET

6040201020

P PINEO OAKMAG MAGNOLIA

G GUMTREE LEGEND

IPF IRON PIPE FOUND

LEGEND

OUTSIDE 500 YEAR FLOOD PLAIN. SHOWN HEREON LIES IN FLOOD ZONE X- DATED NOVEMBER 17, 2004, THE PROPERTY INSURANCE RATE MAP NUMBER 45019C 0536 J

2. BASED ON INTERPRETATION OF FEMA FLOOD1. AREA DETERMINED BY COORDINATES

NOT TO SCALELOCATION MAP

NOTES:

STAT

E PL

ANE

N

1423 STUART ENGALS BLVD.

ZONING AND SETBACKS:THIS PROPERTY IS ZONED AB-2 (AREAWIDE BUSINESS 2).

MAXIMUM HEIGHT: 35 FEET REAR: 15 FEET

SIDE YARD: 30 FEET (CORNER LOT) FRONT/STREET SIDE: 30 FEET

MINIMUM SETBACKS:

SIDE YARD: 10 FEET

NOTE: FOR PROPERTIES REQUIRING DESIGN REVIEW APPROVAL, THE SETBACK DISTANCESFROM LOT LINE HAVING STREET FRONTAGE SHALL BE DETERMINED BY THE DESIGNREVIEW APPROVAL PROCESS, USING A BUILD-TO LINE OF 20 TO 30 FEET.

MARY H. SIKKEMATMS 559-14-00-059

TS INVESTMENTS I, LLC

LIMITS OF CHARLESTON COUNTY

LIMITS OF THE

ZONED AB-2

ZONED AB-2

ZONED AB

ZONED CHARLESTON COUNTY OD-MP

OR FURTHER DEVELOPMENT OF THIS PROPERTY. SUBSURFACE GRAVE SITES THAT MAY AFFECT THE USE AS PART OF THIS SURVEY. NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS WERE NOT EXAMINED OR CONSIDERED CEMETERIES OR BURIAL GROUNDS ON THIS PROPERTY.

4. THERE IS NO OBSERVABLE EVIDENCE OF THE LOCATION OF

3. THE ABSENCE OR PRESENCE OF U. S. ARMY CORPS OF ENGINEERS JURISDICTIONAL WETLANDS HAS NOT BEEN DETERMINED BY THIS SURVEY.

LOT 5

LOT 6

LOT 3 ANDPORTION OF LOT 4

299.52'S66°54'42"E

100.

00'

N23

°17'

41"E

90.4

0'N

23°1

7'41

"E

N66°42'16"W

299.39'

S23°

22'0

9"W

91.4

8'

S23°

22'0

9"W

100.

00'

299.65'

S66°54'42"E

EDG

E O

F PA

VEM

ENT

BUILDING

CO

NC

RET

E

CO

NC

RET

E

GRAVEL

CONCRETE

ASPHALT

A/C

PROPANETANK

1"IPF

CP

5/8"IRF 5/8"

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CP

CP

TBM - MAG NAIL

ELEV. 15.11 NGVD 29

PP

LP

PHONEPEDESTAL

METER

PROPANETANK

CAR

LIF

T

CAR

LIF

T

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23"P

36"O

15"G

22"O16"O

6"O20"O

8"O

15"O

POSTG

ATE

FEN

CE

FENCE

RO

AD C

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RLI

NE

CONCRETEX FFE 15.4 NGVD 29

X FFE 15.4 NGVD 29

X FFE 18.1 NGVD 29

GARAGE SLAB

COCO

POST

CP COMPUTED POINT

IRF IRON REBAR FOUND

CO CLEANOUT

LP LIGHT POLEPP POWER POLE

14.69

14.6014.6014.80

14.9715.05

14.92

14.98

14.89

15.06

14.9

5

15.0815.13

15.15

14.92

15.22

15.27

15.04 15.2115.12

15.1515.03

15.04

15.52

15.30

15.20

15.2415.30

15.29

15.38

15.31

15.35

15.3315.28

15.26

15.20

15.1915.16

15.1615.17

15.21

14.8314.25

14.8414.99

13.86

14.19

14.83

15.23

15.29

14.6414.92

14.8814.83

14.78

15.02 15.0414.77

15.12

15.22

15.1615.1815.1

15.1

15.4 15.4 14.8 14.1 14.1 13.8

13.7

13.8

14.6

14.6

13.9 13.9

14.9 14.814.5

13.8 13.714.214.7 14.7

15.0TOWN OF MOUNT PLEASANT

LIM

ITS

OF

THE

TOW

N O

FM

OU

NT

PLEA

SAN

T

15

15

29958 SQ. FT.0.69 ACRES

27232 SQ. FT.0.63 ACRES

ZONED MF

5' BUFFER

5' B

UFF

ER

10' B

UFF

ER

299 LF 5' TYPE A BUFFERCANOPY TREES REQUIRED = 2X2.99= 6UNDERSTORY TREES REQUIRED = 3X2.99= 9SHRUBS REQUIRED = 10X2.99= 30

90 LF 5' TYPE A BUFFERCANOPY TREES REQUIRED = 2X0.90= 2UNDERSTORY TREES REQUIRED = 3X0.90= 3SHRUBS REQUIRED = 10X0.90= 9

91 LF 10' TYPE B BUFFERCANOPY TREES REQUIRED = 3X0.91= 3UNDERSTORY TREES REQUIRED = 3X0.91= 3SHRUBS REQUIRED = 15X0.91= 14

3-CANOPY TREES EXISTING

9-UNDERSTORY TREES PROVIDED30-SHRUBS PROVIDED

2-CANOPY TREES PROVIDED3-UNDERSTORY TREES PROVIDED9-SHRUBS PROVIDED

2-CANOPY TREES PROVIDED3-UNDERSTORY TREES PROVIDED14-SHRUBS PROVIDED

1-CANOPY TREE EXISTING

3-CANOPY TREES PROVIDED

14.5

14.0

14.3

DITOP 14.4

15" RCP

INV. 11.45

15" RCP

INV. 12.69

12.67

13.0

DIT

CH

15" RCP

INV. 12.56

15" R

CP

INV.

12.

70

13.2

DIT

CH

13.5

PROPOSED PALM TREES

BUILDING

WOOD FENCEEXISTING OPAQUE

OPA

QU

E

TRAFFIC FLOW

TREE LINE

EXISTING TREES,

5. ALL SERVICE AND REPAIR OPERATIONS ARE CONDUCTED WITHIN A FULLY ENCLOSED BUILDING OR BUILDINGS.

6. THERE IS NO ELEVATED DISPLAY OF VEHICLES OR EQUIPMENT.7. ANY OUTDOOR STORAGE OF WRECKED VEHICLES, DISMANTLED PARTS, SUPPLIES,

OR SIMILAR MATERIALS SHALL BE SCREENED WITH AN OPAQUE FENCE OR WALL.8. NO OUTDOOR LOUD SPEAKERS ARE INSTALLED OR UTILIZED IF THE PROPERTY

IS WITHIN 300 FEET OF A RESIDENTIALLY ZONED PROPERTY.

EXISTING

PROPOSED

40.3

'

190.9'

190.9'

40.3

'

EXIS

T.

EXISTING LANDSCAPE

LANDSCAPING, VEGETATIONAND STORMWATER DETENTION

AREA

PARKING:AREA OF COMMERCIAL BUILDING - 16,283 SQ. FT.EMPLOYEES - 15

PARKING SPACES:HANDICAPPED - 1DAMAGED VEHICLES - 16 OUTSIDE - ADDITIONAL INSIDE NEW BUILDINGCUSTOMER & EMPLOYEE - 29

16 DAMAGED VEHICLE PARKING SPACES

126,006 sq. ft.

0.60 acres

TREE TO BE REMOVED

21.5'

13.8

'

66.8

'

16.3'

8.0'

175.0'

45.0

'

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8

9

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12

13

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Custom12'-0" by 10'-0"

Custom12'-0" by 10'-0"

Custom12'-0" by 10'-0"

Custom9'-7 1/2" by 10'-0"

Custom9'-7 1/2" by 10'-0"

Custom9'-7 1/2" by 10'-0"

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WS-20A 3.1

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23A 1.1

25A 1.1

24A 6.5

SCALE: 3/32" = 1'-0"

1. FIRST FLOOR DEMOLITIONA 1.1

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

9 FRONT ELEVATION EXISTINGA 1.1

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

9 FRONT ELEVATION DEMOLITION PLANA 1.1

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

19 LEFT ELEVATIONA 1.1

SCALE: 3/32" = 1'-0"

1st FLOOR EXISTING WITH FRAMEA 1.1

TO BE REMOVEDTO BE REMOVED

TO BE REMOVEDFACADE TO BE REMOVED

STAIRS TO REMAIN

EXISTING TO REMAINDEMO. OPNG. DEMO.EXTERIORWALL

EXISTING TO REMAIN

TO BE DEMOLISHED

EXISTING STEEL FRAME TO REMAIN

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WS-20A 3.1

#DrgID#LayID

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#DrgID#LayID

21#LayID

23A 1.1

25A 1.1

16'-11 3/8"

2'-3 3/4" 6' 7'-5/8" 1'-2 1/8"

113'

-4"

24'-1

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11'-9

1/8

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2'-1

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2'-1

0 1/

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14'-7

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3'-1

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14'-8

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6'-1

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6'5'

-9 1

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5'-9

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2'-6

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6'2'

-6"

6'-7

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6'1'

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1/2"

6'1'

-10

1/2"

6'2'

-4 3

/4"

22'-7 3/4"

2'-3 1/2" 14'-9" 5'-7 1/4"

8'-2 5/8" 10'-10 3/4" 3'-10" 1'-10 1/8" 14'-6 3/4" 15'-3/4" 14'-10 1/2" 14'-11 5/8" 14'-10 1/8" 15'-1 3/4" 15'-5/8" 15'

5'-2 5/8" 6' 5'-2 1/4" 3" 5'-5 3/8" 10"

22'-11 1/4" 168'-5 5/8"

22'-11 1/4" 2 1/8" 3'-4" 6'-8" 12'-4 5/8" 2'-7 7/8" 12'-4 5/8" 2'-6 7/8" 12'-4 3/8" 2'-6 3/4" 12'-4 7/8" 14'-10 1/4" 2'-7 3/4" 12'-5 1/2" 2'-7 3/4" 12'-5 1/2" 2'-6 3/4"

14'-10 1/8"

31'-4

1/2

"

2'-1

0 1/

4"12

'-3"

2'-1

0 1/

4"

26'-10 1/2"

16'-3

3/4

"

BS-13A 3.1

#DrgID#LayID

22A 6.5

23A 6.5

24A 6.5

OFFICE003

A: 120 sq ft


A: 152 sq ft


A: 201 sq ft

REFRESHMENTS006

A: 63 sq ft


A: 394 sq ft

BODY SHOP010

A: 4,016 sq ft

ENTRY/ WAITING002

A: 446 sq ft

BATH004

A: 46 sq ftH: 10'-0"

BATH005

A: 40 sq ftH: 10'-0"

BATH009

A: 101 sq ft

RECEPTION

WAITING AREA

PAPER HANDLING007

A: 40 sq ft

BODY SHOP012

A: 6,235 sq ft

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

1 FIRST FLOORA 1.2

SCALE: 1:1.67

PERSPECTIVE 40A 1.2

SCALE: 1:1.67

PERSPECTIVE 42A 1.2

SCALE: 1' = 1'-0"

PERSPECTIVE 41A 1.2

PRO

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2946

4

PRO

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D F

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PLA

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FIN

AL

CD

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ACCESSRESTROOM

WAITING


UTI

LITY

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TYST

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NEW

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TYST

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N

UP

17

x 7

3/4"

= 1

1'-0

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1

2

3

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5

6

7

8

9

10

11

12

13

14

15

16

WS-23A 4.2

#DrgID#LayID

WS-20A 3.1

#DrgID#LayID

#DrgID#LayID

#DrgID#LayID

#DrgID#LayID

BS-1A 3.2

BS-1A 3.2

1A 4.3

21#LayID

23A 1.1

25A 1.1

16'-11 3/8"

2'-3 3/4" 6' 7'-5/8" 1'-2 1/8"

113'

-4"

24'-1

"11

'-9 1

/8"

11'-9

1/8

"1'

-9"

2'-1

0 1/

4"12

'-3"

2'-1

0 1/

4"10

'-3 1

/4"

14'-7

1/8

"7'

-10

1/2"

7'-1

0 1/

2"5'

-4 3

/4"

3'-1

/8"

14'-8

1/2

"3'

-4 1

/4"

6'-1

1/4

"5'

-8"

6'5'

-9 1

/8"

5'-9

1/2

"4'

-9"

3'-2

1/4

"3'

-2 1

/4"

5'-9

1/2

"2'

-3 1

/2"

2'-6

"2'

-6"

6'2'

-6"

6'-7

/8"

6'1'

-10

1/2"

6'1'

-10

1/2"

6'2'

-4 3

/4"

22'-7 3/4"

2'-3 1/2" 14'-9" 5'-7 1/4"

8'-2 5/8" 10'-10 3/4" 3'-10" 1'-10 1/8" 14'-6 3/4" 15'-3/4" 14'-10 1/2" 14'-11 5/8" 14'-10 1/8" 15'-1 3/4" 15'-5/8" 15' 14'-7 1/2" 20'-7/8" 12'-5 1/8"

5'-2 5/8" 6' 5'-2 1/4" 3" 5'-5 3/8" 10"

22'-11 1/4" 168'-5 5/8"

2 1/

2"43

'-11

5/8"

2 1/

2"

22'-11 1/4" 2 1/8" 3'-4" 6'-8" 12'-4 5/8" 2'-7 7/8" 12'-4 5/8" 2'-6 7/8" 12'-4 3/8" 2'-6 3/4" 12'-4 7/8" 14'-10 1/4" 2'-7 3/4" 12'-5 1/2" 2'-7 3/4" 12'-5 1/2" 2'-6 3/4" 12'-5 5/8" 2'-2 5/8" 12'-5 5/8" 4'-6 3/4" 18'-5 1/8" 3'-2 3/8"

2 1/

2"21

'-11

7/8"

21'-1

1 7/

8"2

1/2"

8'

14'-10 1/8"

31'-4

1/2

"

2'-1

0 1/

4"12

'-3"

2'-1

0 1/

4"

26'-10 1/2"

16'-3

3/4

"

BS-13A 3.1

BS-13A 3.1

#DrgID#LayID

#DrgID#LayID

#DrgID#LayID

#DrgID#LayID

22A 6.5

23A 6.5

24A 6.5

OFFICE003

A: 120 sq ft


A: 152 sq ft


A: 201 sq ft

REFRESHMENTS006

A: 63 sq ft


A: 394 sq ft

BODY SHOP010


011A: 2,391 sq ft

BODY SHOP013

A: 1,070 sq ft

ENTRY/ WAITING002

A: 446 sq ft

BATH004

A: 46 sq ftH: 10'-0"

BATH005

A: 40 sq ftH: 10'-0"

BATH009

A: 101 sq ft

EXISTING

BUILD

ING

SEPARATO

R

RECEPTION

WAITING AREA

PAPER HANDLING007

A: 40 sq ft

BODY SHOP012

A: 6,235 sq ft

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

1 PROPOSED FIRST FLOORA 1.3

PRO

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Dat

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EXIS

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SCALE: 1:1.25

EXISTINGA 2.1

SCALE: 1:1.25

PROPOSEDA 2.1

PRO

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VIS

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Dat

ePu

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T

John

B C

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ISSU

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2946

4

PRO

POSE

D E

LEVA

TIO

NS

1/16

"


FIN

AL

CD

RB R

EVIE

W

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

.1 FRONT ELEVATIONA 2.2

PRO

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VIS

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Dat

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4

PRO

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D E

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TIO

NS

FRO

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REA

R, 1

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FIN

AL

CD

RB R

EVIE

W

E

E

C

C

B

B

A

A

D

D

SCALE: 1/4" = 1'-0"

.2 REAR ELEVATIONA 2.3

SCALE: 1:1.82

PROPOSEDA 2.3

WALL CAPManuf'r: NichihaProduct: 6" Face MetalColor: Silver Anodized

FIELD SIDINGManuf'r: NichihaProduct: Vintage WoodColor: Cedar

AWNINGManuf'r: Pac-CladProduct: WT Extended FasciaDepth: 10”Color: Blue

FEATURE SIDINGManuf'r: NichihaPanel: IlluminationsColor: Silver

(Match Clear Anodized Aluminum)

WINDOW/STOREFRONTManuf'r: YKKSeries: YHS 50 FSColor: Clear Anodized Aluminum

(Match Bright Silver Fabral Panel)Glazing:

OB: 9/16" Laminate-1/4" Clear-0.060" Clear PVB-1/4" PPG Solarban 60 on ClearLow-E #4

AS: 1/2" (90% Argon Fill)IB: 1/4" Clear

AWNINGManuf'r: VISION GUARDProduct: L20 SLATTED LOUVERDepth: 5.5"Color: WHITE



ROOFINGPitch: 1 / 12Material: Ceco Standing Seamcolor: Galvalume



METAL SCREENManuf'r: T.B.D.Product:Depth:Color:

PRO

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VIS

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REMODELNO WOREXISTING TO REMAIN

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AC B

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43'-11 5/8"

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BS-13 BUILDING SECTIONA 3.1

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WS-20 EAST WEST SECTIONA 3.1

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A: 201 sq ft

EXISTING STORAGETO REMAIN-NO WORK

SERVICE REPS. ENTRY WAITING AREA OPEN DELIVERY BAY

OFFICE003

A: 120 sq ft


A: 152 sq ft

A

A

B

B

C

C

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21'-11 27/32" 21'-11 27/32" 1'-7 7/8" 18'-11/64"

8

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21'-1 3/8"

19'-1

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BS-18 BUILDING SECTION FRONT OFFICEA 3.2

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BS-13 BUILDING SECTIONA 3.2

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Dat

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T

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451

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nLLC

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Fx

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METAL COPING

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WEATHER RESISTANT BARRIER

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2DETAIL A 4.2

4DETAIL A 4.2

+15'-4 51/64"1 1st FLOOR

+15'-4 51/64"1 1st FLOOR

NICHIHA STARTER TRACK

MIN. 2" ABOVE HARD SURFACE OR MIN. 6"ABOVE FINAL GRADE


SHEATHING

NICHIHA CLIP LOCATED ONSTUD

SCALE: 1 1/2"= 1'-0"

1 DETAILA 4.2

SCALE: 1 1/2"= 1'-0"

2 DETAILA 4.2

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METAL COPING

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2DETAIL A 4.3

8DETAIL A 4.3

METAL COPING

NICHIHA SPACER

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3'-9 3/4" 1'-11 13/32" 1' 1'-8 21/64" 10 3/64"

1'

SCALE: 1/2" = 1'-0"

1 WALL SECTION AT FRONT ENTRYA 4.3

SCALE: 1 1/2"= 1'-0"

2 PARAPETA 4.3

SCALE: 1 1/2"= 1'-0"

8 FRONT ENTRY CANOPYA 4.3

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Dat

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451

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nLLC

.com

Fx

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A

A

.3DETAIL A 4.3

.2DETAIL A 4.3

+12'-4 51/64"-1 FOOTING FOUNDATION

+15'-4 51/64"1 1st FLOOR

ASCALE: 1:19.59

.1 WALL SECTION AT BALCONYA 4.3

SCALE: 1 1/2"= 1'-0"

.2 PER CECOA 4.3

SCALE: 1 1/2"= 1'-0"

.3 PER STRUCTURAL ENGINEERA 4.3

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1/8

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BS-13A 3.1

22A 6.5

23A 6.5

REFRESHMENTS006

A: 63 sq ft

ENTRY/ WAITING002

A: 446 sq ft

BATH004

A: 46 sq ftH: 10'-0"

BATH005

A: 40 sq ftH: 10'-0"

RECEPTION

WAITING AREA

SCALE: 1/2" = 1'-0"

FRONT BATHA 6.1

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24A 6.5


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PAPER HANDLING007

A: 40 sq ft

SCALE: 3/4" = 1'-0"

1 FIRST FLOORA 6.2

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A: 120 sq ft


A: 152 sq ft

SCALE: 1/2" = 1'-0"

1 FIRST FLOOR PLAN PRESENTATIONA 6.3

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2 FIRST FLOOR PLAN PRESENTATIONA 6.3

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.1 GARAGE AREA BATHA 6.5SCALE: 1/2" = 1'-0"

.2 GARAGE AREA BATHA 6.5SCALE: 1/2" = 1'-0"

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OFFICE003

A: 120 sq ft


A: 152 sq ft


A: 201 sq ft

REFRESHMENTS006

A: 63 sq ft


A: 394 sq ft

BODY SHOP010


011A: 2,391 sq ft

BODY SHOP013

A: 1,070 sq ft

ENTRY/ WAITING002

A: 446 sq ft

BATH004

A: 46 sq ftH: 10'-0"

BATH005

A: 40 sq ftH: 10'-0"

BATH009

A: 101 sq ft

EXISTING

BUILD

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SEPARATO

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WAITING AREA

PAPER HANDLING007

A: 40 sq ft

BODY SHOP012

A: 6,235 sq ft


A: 201 sq ft

EXISTING STORAGETO REMAIN-NO WORK

SERVICE REPS. ENTRY WAITING AREA OPEN DELIVERY BAY

OFFICE003

A: 120 sq ft


A: 152 sq ft

A

A

B

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21'-11 27/32" 21'-11 27/32" 1'-7 7/8" 18'-11/64"

+12'-4 51/64"FOOTING FOUNDATION

+12'-4 51/64"FOOTING FOUNDATION

+15'-4 51/64"1st FLOOR

+15'-4 51/64"1st FLOOR

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

1 FIRST FLOOR REFLECTED CEILING PLANA 7.1

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

2 BUILDING SECTION FRONT OFFICEA 7.1

3/8/2017 PACTITE WT Extended Fascia | PACCLAD Metal Roofing

https://www.pacclad.com/metalperimetersystems/pactitewtextendedfascia/ 2/2

WT Extended Fascia BUM WT Ext Fascia FA

1

PRODUCT DATA SHEET www.roofscreen.com VisionGuardTM L20 Slatted Louver

Updated 07.05.2016

VisionGuard™ L20 Slatted Louver Description:

VisionGuard™ Slatted Louvers are 90° flat face blades designed for architectural and vision‐proofing applications. Our continuous‐blade design allows greater flexibility to achieve the aesthetics desired. Instead of the pre‐framed panelized louvers commonly found on the market, VisionGuard louvers consist of individual continuous blades that can extend seamlessly across any distance without the need for frame flanges or mullions. If vertical mullions, or a panelized aesthetic is desired, it can easily be achieved with the use of trims. Components:

Louver Blade: .100” thick extruded aluminum, ASTM B 209, Alloy 6063‐T6.

Louver Clip: .125” thick extruded aluminum, ASTM B 209, Alloy 6063‐T6.

Vertical Tree: 3” x 3” x .188” thick extruded aluminum, ASTM B 209, Alloy

6063‐T6.

Self‐Drilling Screw: #12‐24 x 1.25” carbon with premium coating.

SS Rivet: Stainless steel open end domed head .0187" x 0.565"

Figure 1 Figure 2

FEATURES & SPECIFICATIONSINTENDED USE – Ideal for parking areas, street lighting, walkways and car lots.CONSTRUCTION – Rugged, die-cast, soft corner aluminum housing with 0.12” nominal wall thickness. Die-cast door frame has impact-resistant,tempered, glass lens that is fully gasketed with one-piece tubular silicone.Finish: Standard finish is dark bronze (DDB) polyester powder finish, with other architectural colors available.OPTICS – Anodized, aluminum reflectors: IES full cutoff distributions R2 (asymmetric), R3 (asymmetric), R4 (forward throw) and R5S (square) are interchangeable. High-performance anodized, segmented aluminum reflectors IES full cutoff distributions SR2 (asymmetric), SR3 (asymmetric) and SR4SC (forward throw, sharp cutoff). High-performance reflectors attach with tool-less fasteners and are rotatable and interchangeable.ELECTRICAL – Ballast: High pressure sodium: 250W is high reactance, high power factor. Constant wattage autotransformer for 200-400W. Constant wattage autotransformer for 250-400W. Super CWA (pulse start ballast), DOE 2017 compliant, is required for metal halide 250-400W (SCWA option) for US shipments only. CSA, NOM or INTL required for probe start shipments outside of the US. Ballast is 100% factory-tested.Socket: Porcelain, horizontally oriented medium base socket for 70-150M. Mogul base socket for 175M and above, and 70-400S, with copper alloy, nickel-plated screw shell and center contact. UL listed 1500W, 600V.LISTINGS – UL Listed (standard). CSA Certified (see Options). UL listed for 25°C ambient and wet locations. IP65 rated in accordance with standard IEC 529.WARRANTY — 1-year limited warranty. Complete warranty terms located at: www.acuitybrands.com/CustomerResources/Terms_and_conditions.aspxNote: Actual performance may differ as a result of end-user environment and application.Specifications subject to change without notice.

OUTDOOR KAD-M-S

Catalog Number

Notes

Type

All dimensions are inches (centimeters) unless otherwise specified.

*Weight as configured in example below.

KAD

Series Wattage Distribution Voltage Ballast Mounting9

KAD Metal halide150M250M1

400M1,2

High pressure sodium3

70S100S150S250S400S

Standard reflectorsR2 IES type II

asymmetric4

R3 IES type III asymmetric4

R4 IES type IV forward throw4

R5S IES type V square

High performance reflectors5

SR2 IES type II asymmetric4

SR3 IES type III asymmetric4

SR4SC IES type IV forward throw

1202086

2406

2773474806

TB7

23050HZ8

(blank) Magnetic ballast

CWI Contant wattage isolated8

SCWA Super CWA pulse-start ballast

NOTE: For shipments to U.S. territories, SCWA must be specified to comply with EISA.

Ships in fixture cartonSPD__ Square poleRPD__ Round poleWBD__ Wall bracketWWD__ Wood or pole wallShips separately10,11

DAD12P Degree arm (pole)DAD12WB Degree arm (wall)KMA Mast arm external fitterKTMB Twin mounting barWBA Decorative wall bracket12

Arm length04 4" arm06 6" arm09 9" arm12 12" arm

ORDERING INFORMATION For shortest lead times, configure product using bolded options. Example: KAD 400M R3 TB SCWA SPD04 LPI

Options Finish17 Lamp18

Shipped installed in fixtureSF Single fuse (120, 277, 347V)13

DF Double fuse (208, 240, 480V)13

PD Power tray14

PER NEMA twist-lock receptacle only (no photocontrol)

QRS Quartz restrike system15

QRSTD QRS time delay15

WTB Terminal wiring block14

CSA CSA CertifiedINTL Available MH for probe start

shipping outside the U.S.REGC1 California Title 20, effective

1/1/2010Shipped separately10

HS House side shieldPE1 NEMA twist-lock PE (120,

208, 240V)

PE3 NEMA twist-lock PE (347V)PE4 NEMA twist-lock PE (480V)PE7 NEMA twist-lock PE (277V)SC Shorting cap for PER

optionVG Vandal guard16

WG Wire guard16

(blank) Dark bronzeDWH WhiteDBL BlackDMB Medium bronzeDNA Natural aluminumSuper Durable FinishesDDBXD Dark bronzeDBLXD Black

DNAXD Natural aluminumDWHXD WhiteDDBTXD Textured dark bronzeDBLBXD Textured blackDNATXD Textured natural

aluminumDWHGXD Textured white

LPI Lamp included

L/LP Less lamp

Soft Square Lighting

KAD METAL HALIDE: 250-400W HIGH PRESSURE SODIUM: 70-400W

20’ TO 35’ MOUNTING

Specifications

EPA: 1.2 ft.2

*Weight: 35.9 lbs (16.28 kg)

Length: 17-1/2 (44.5)

Width: 17-1/2” (44.5)

Depth: 7-1/8 (18.1)

Notes1. These wattages require the REGC1

option to be chosen for shipments into California for Title 20 compliance. 250M REGC1 in not available in 347 or 480V.

2. Reduced jacket ED28 required for SR2, SR3 and SR4SC optics.

3. Not available with SCWA.4. House-side shield available.5. High performance reflectors not

available with QRSTD.6. Must specify CWI for use in Canada.7. Optional multi-tap ballast (120, 208,

240, 277V; in Canada: 120, 277, 347V).

8. Consult factory for available wattages.9. 9" or 12" arm is required when two or

more luminaires are oriented on a 90° drilling pattern.

10. May be ordered as an accessory. 11. Must specify finish when ordered as an

accessory.12. Only available with SPD04 and SPD09.

Can be ordered as separate line item.13. Must specify voltage. N/A with TB.14. Only available with SR2, SR3 and SR4SC

optics.

7-1/8(18.1)

4(10.2)

17-1/2(44.5)

®

Accessories: Tenon Mounting Slipfitter (RPDXX required.)Order as seperate catalog number. Must be used with pole mounting.

Number of fixtures

Tenon O.D. One Two@180° Two@90° Three@120° Three@90° Four@90°2-3/8" T20-190 T20-280 T20-29019 T20-32019 T20-39019 T20-49019

2-7/8" T25-190 T25-280 T25-29019 T25-320 T25-39019 T25-49019

4 T35-190 T35-280 T35-29019 T35-320 T35-39019 T35-49019

15. Max allowable wattage lamp included. 16. Prefix with KAD when ordered as an

accessory.17. See www.lithonia.com/archcolors for

additional color options.18. Must be specified. L/LP not available

with MHC. 19. Must use RPD09 or RPD12.

http://www.lithonia.com/Micro_Webs/ArchitecturalColors/

http://www.acuitybrands.com/resources/regulations-codes-and-standards/sustainability-codes/nighttime-friendly

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Model - Official Website | Official Website

Documents

Transcript of Model - Official Website | Official Website