GREENSBORO, NC 27425 FIRM LICENSE NO. F-0869 POST … · 2020. 1. 31. · fa fire alarm fab...

& AND@ ATAB ANCHOR BOLT (SEE EB)A/C AIR CONDITIONINGAC ACOUSTICALACT ACOUSTICAL TILEACU AIR CONDITIONING UNITAD ACCESS DOOR (SEE AP)ADJ ADJACENT / ADJOININGADJUST ADJUSTABLEAFF ABOVE FINISH FLOORAGG AGGREGATEAHU AIR HANDLING UNITALT ALTERNATEALUM ALUMINUMAP ACCESS PANEL (SEE AD)APPRX APPROXIMATEARCH ARCHITECTURALASB ASBESTOSAOBE AS ORDERED BYENGINEERSASPH ASPHALTAUTO AUTOMATICAVE AVENUEAVG AVERAGE

BD BOARDBEV BEVELEDBLDG BUILDINGBLKG BLOCKINGBM BEAMBOT BOTTOMBRG BEARINGBTW BETWEEN

CEM CEMENTCFLASH COUNTER FLASHINGCFM CUBIC FEET PERMINUTECI CAST IRONCIP CAST IN PLACECJ CONTROL JOINTCLGCEILINGCLD CLADCL CLOSETCLR CLEAR / CLEARANCECMU CONCRETE MASONRYUNITCOL COLUMNCONC CONCRETECONN CONNECTIONCONT CONTINUOUSCORR CORRIDORCPT CARPETCT CERAMIC TILECW COLD WATER

D DEEPDA DOUBLE ACTINGDBL DOUBLEDIA DIAMETERDIM DIMENSIONDL DEAD LOADDN DOWNDTL DETAILDWG DRAWING

E EASTEA EACHEB EXPANSION BOLTEIFS EXTERIOR INSULATEDFINISH SYSTEMEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRICAL /ELECTRICELEV ELEVATOREMER EMERGENCYENCL ENCLOSURE /ENCLOSEDENGR ENGINEERENTR ENTRANCE

EQ EQUALEQP EQUIPMENTEXG/EXIST EXISTINGEXH EXHAUSTEXP EXPOSEDEXPAN EXPANDED /EXPANSIONEXT EXTERIORFA FIRE ALARMFAB FABRICATEDFD FLOOR DRAINFG FIBERGLASSFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHERCABINET (WITHEXTINGUISHER)

F/F FACE TO FACE (CLEARDISTANCE)FHC FIRE HOSE CABINETFIN FINISHFIX FIXTUREFL FLOOR / FLOORINGFLD FLOOR DRAINFLG FLANGEFND FOUNDATIONF.O. FACE OFFOM FACE OF MASONRYFP FIREPROOFFPM FEET PER MINUTEFPNG FIREPROOFINGFRT (PRESSURE) FIRERETARDANT TREATEDFS FLOOR SINKFT FOOT / FEET

GA GAGE (GAUGE)GAL GALLONGALV GALVANIZEDGC GENERAL CONTRACTORGL GLASSGPM GALLONS PER MINUTEGRL GRILLEGRTG GRATINGGYP GYPSUMGWB GYPSUM WALL BOARD

H HIGHHB HOSE BIBHDW HARDWAREHDWR HARDWARE

HGR HANGERHIST HISTORICHM HOLLOW METAL (STEEL)HOR HORIZONTALHR HOURHTG HEIGHTHTG HEATINGHVAC HEATING, VENTILATION

AND AIR CONDITIONINGHW HOT WATERHWD HARDWOOD

ID INSIDE DIAMETERIN INCH(ES)INCL INCLUDING / INCLUDEDINSUL INSULATE / INSULATED/ INSULATIONINT INTERIORINV INVERTED / INVERT

JB JUNCTION BOXJC JANITORS CLOSETJT JOINT

KIT KITCHENKO KNOCKOUTL LONG / LENGTHLAM LAMINATEDLAV LAVATORYLCC LEAD COATED COPPERLB(S) POUNDSLF LINEAR FEETLL LIVE LOADLT LIGHTLTG LIGHTINGLWC LIGHTWEIGHTCONCRETE

MBL MARBLEMACH MACHINEMANUF MANUFACTURERMAT MATERIALMAX MAXIMUMMECH MECHANICALMED MEDIUMMEMB MEMBRANEMTL METALMEZZ MEZZANINEMFR MANUFACTURE(R)MH MANHOLEMIN MINIMUMMISC MISCELLANEOUSMO MASONRY OPENINGMTD MOUNTEDMTG MOUNTINGN NORTHNIC NOT IN CONTRACTNOM NOMINALNRC NOISE REDUCTION

COEFFICIENTNTS NOT TO SCALENO NUMBER

OA OVERALLOC ON CENTER(S)OD OUTSIDE DIAMETERO/O OUT TO OUTOPG OPENING

OPH OPPOSITE HANDOPP OPPOSITEORN ORNAMENTALOS OTHER SIDEOZ OUNCE

P PAINTPCF POUNDS PER CUBICFOOTPCST PRECAST

PFAB PREFABRICATEDPL PLATEP.LAM PLASTIC LAMINATEPLAS PLASTERPNT PAINTEDPPT PRESSUREPRESERVATIVE TREATEDPR PAIRPSF POUNDS PER SQUAREFOOTPSI POUNDS PER SQUAREINCHPT POINTPTD PAINTEDPTN PARTITIONPVC POLYVINYL CHLORIDEPVMT PAVEMENTPWD PLYWOOD

QT QUARRY TILEQTY QUANTITY

R RISERRAD RADIUSRBR RUBBER BASEREBAR REINFORCING BARREF REFERENCE / REFER TOREINF REINFORCE /REINFORCINGREQ REQUIREDREV REVISIONRM ROOMRO ROUGH OPENINGRTN RETURNRUB RUBBER

S SOUTHSCHED SCHEDULESCJ STUCCO CONTROL JOINTSCT STRUCTURAL CLAY TILE

SEC SECTIONSFT STANDARD FIXTURE TYPESFN STANDARD FIXTURENUMBERSHT SHEETSIM SIMILARSPEC SPECIFICATIONSQ SQUARESF SQUARE FOOTSS STAINLESS STEELST STREETSTAG STAGGERED / STAGGERSTC SOUND TRANSMISSIONCLASSSTD STANDARD

STL STEELSTL DR STEEL DOORSTL FR STEEL FRAMESTOR STORAGESTR STRUCTURALSTS SELF-TAPPING SCREWSUSP SUSPEND / SUSPENDEDSYM SYMMETRICALSYS SYSTEM

TR TREADTC TERRA COTTAT/CONC TOP OF CONCRETET/STL TOP OF STEELT/WALL TOP OF WALLT&B TOP AND BOTTOMT&G TONGUE AND GROOVETEL TELEPHONETEMP TEMPERATURE (FUNLESS NOTED)TEMP GL TEMPERATED GLASS

TF THICK / THICKNESST.O.F.F. TOP OF FINISHEDFLOORT.O.S. TOP OF SLABTV TELEVISIONTYP TYPICALTYP O.O. TYPICAL OTHER SIDETZ TERRAZZO

UR URINALUC UNDERCUTUCFIN UNFINISHEDUNGD UNDERGROUNDU.O.N. UNLESSOTHERWISE NOTEDUL UNDERWRITERSLABORATORIESUS UNDER SIDEUTIL UTILITIES

VLT VOLTV JT VEE JOINTVB VALVE BOXVCB VINYL COVE BASEVCT VINYL COMPOSITION TILEVERT VERTICALVEST VESTIBULEVIF VERIFY IN FIELDVOL VOLUMEVWB VINYL WALL BASE (NOT

COVED)VWC VINYL WALL COVERING

W WESTW/ WITHW/O WITHOUTWC WATER CLOSETWCV WALL COVERINGWD WOODWGL WIRE GLASSWL WORK LINEWP WORKING POINTWRB WEATHER-RESISTIVE

BARRIERWT WEIGHTWWF WELDED WIRE FABRIC

ABBREVIATIONS

ASHEBORO, NORTH CAROLINA

SHAKE ROOF REPLACEMENTNORTH AMERICAN BUILDINGS

POST OFFICE BOX 35286GREENSBORO, NC 27425OFFICE 336 605 8020

FIRM LICENSE NO. F-0869WWW.ENGCONCEPTS.COM

GC

R DO C S

DRAWING INDEX:G0.0 WORK SUMMARY, LOCATION MAP & DEMOLITION DETAILSLS1 2018 BUILDING CODE SUMMARYLS2 2018 BUILDING CODE SUMMARYEX1 NORTH AMERICAN ENTRANCE EXISTING CONDITIONS & DEMOLITION ROOF PLANEX2 NORTH AMERICAN EXISTING CONDITIONS ELEVATIONSR1 NORTH AMERICAN ENTRANCE ROOF REPAIR PLANR2 NORTH AMERICAN REPAIR ELEVATIONSR3 ROOF REPAIR PLANS AND ELEVATIONSR4 ROOF REPAIR PLANS AND ELEVATIONSR5 ROOF REPAIR PLANS AND ELEVATIONSR6 REPAIR AND WINDOW FLASHING DETAILSR7 ENLARGED REPAIR DETAILSR8 ALTERNATE # 3 SERVICE PLATFORM DETAILSR9 REPAIR TYPES

DETAILNUMBER

DETAIL NUMBER

SECTION REFERENCE

EXTERIOR ELEVATION REFERENCE

DETAIL REFERENCE

COLUMN GRID DESIGNATION

A WINDOW/LOUVER/ OTHER OPENING

A REFERENCE TAG (TYPICAL NOTE) PLANNORTH

NEW SPOT ELEVATION / WORK POINT

TRUENORTH

1 REVISION TAG

EXISTING SPOT ELEVATION / WORK POINT

A PARTITION TYPE

REVISION CLOUDS

SYMBOLS

SCO#19-20040-01A

CODE:41814

ITEM:4EO5A

- B I D S E T -

3G0.0

S E C T I O N 1 1/2" = 1'-0"FY196012-D001TYP AT SKYLIGHT CURB

DEMOLISH TRANSLUCENTSKY ROOF.

GLU-LAM BEAM

4G0.0

S E C T I O N 1 1/2" = 1'-0"FY196012-D001TYP AT CLERESTORY WINDOW SILL

BLOCKING

GLU-LAM BEAM

612

5G0.0

S E C T I O N 1 1/2" = 1'-0"FY196012-D001TYP AT CLERESTORY WINDOW HEAD

DEMOLISH/REMOVEWINDOWS

GLU-LAM BEAM

5.512

DEMOLISH T1-11SIDING ANDUNDERLAYMENTAND FLASHING.

DEMOLISH CEDARSHAKES,UNDERLAYMENT,AND FLASHING

DEMOLISH CEDARSHAKES,UNDERLAYMENT,AND FLASHING

DEMOLISH CEDARSHAKES,UNDERLAYMENTAND FLASHING

6G0.0

S E C T I O N 1 1/2" = 1'-0"FY196012-D001TYP AT ROOF RIDGE

612

GLU-LAMBEAM OR WOODTRUSS

DEMOLISH CEDAR SHAKES,UNDERLAYMENT, & FLASHING

DEMOLISH/REMOVEWINDOWS

DEMOLISH EXISTINGSIGNAGE FRAME ANDSTRAPING

7G0.0

S E C T I O N 1 1/2" = 1'-0"FY196012-D001TYP. SIGNAGE @ EAVE

WOOD SOFFIT

CEDAR SHAKES,UNDERLAYMENT, ANDFLASHING BEYOND TOBE DEMOLISHED

± 9'-0"

REMOVE ANDSALVAGE SIGNAGEFOR REUSE

BLOCKING

TYPICAL ALL LOCATIONSREPLACE ANY DAMAGED DECKING.REFER TO REPAIR TYPE '1' FORREPAIR PROCEDURES AND BIDQUANTITIES.

2G0.0

S E C T I O N 1 1/2" = 1'-0"FY196012-D001TYP. EAVE

WOOD SOFFIT

DEMOLISH CEDARSHAKES,UNDERLAYMENTAND FLASHING

± 9'-0"

DEMOLISHEXISTING FASCIABOARDS ANDSOFFIT TRIM

9"51 2"

TYPICAL 1xWOOD FASCIABOARDDIMENSIONS.FIELD VERIFY ATALL LOCATIONS

WOOD TRUSS/FRAMING BEYOND

34"

34"

DEMOLISH FASCIABOARDS AND SOFFITTRIM

TYPICAL 1xSQUARE WOODSOFFIT TRIM

SEE SHEET R9 FOR BLOCKING AND CEMENTITOUSWOOD FIBER REPAIR PROCEDURES AND BID

ESTIMATED BID QUANTITIES

1G0.0

S E C T I O N 3/4" = 1'-0"FY196012-D002TYP. ROOF EVE AND DECKING

OVER NON-CONDITIONED SPACEWOOD FIBER CEMENTITIOUSDECKING WITH INTEGRAL 1

2"NAILER

OVER CONDITIONED SPACEWOOD FIBER CEMENTITIOUSDECKING WITH INTEGRAL 1

2"NAILER AND 1" INSULATIONBOARD

31

2 "

TYPICAL CHANGE IN ROOFDECKING COMPOSITIONAT CONDITIONED SPACE

WALL ASSEMBLIESVARIES

EXTERIOR OVERHANG VARIESREFER TO PLANS

INTERIORSPACE

2x NAILER AT 16"O.C.

BATT INSULATION

EXISTING SOFFITVENT ANDRECESSEDLIGHTING,LOCATION VARIES

1" RIGID

INSULATION

BOARD

12 " INTEG

RALNAILER

2" CEMENTITIO

USDECK

GENERAL NOTES1. THE ZOOLOGICAL PARK WILL REMAIN OCCUPIED & IN USE FOR THE DURATION OF THIS PROJECT. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY BARRICADES & REDIRECTION OF PEDESTRIAN TRAFFIC FOR THEDURATION OF THE WORK.

2. THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED PATHS OF EGRESS ARE MAINTAINED FOR THE DURATION OFTHE PROJECT. COORDINATE ANY TEMPORARY EGRESS CLOSURES WITH OWNER REPRESENTATIVE & ENGINEER.

3. THE CONTRACTOR SHALL COORDINATE ALL STAGING, TEMPORARY PARKING/LANE CLOSURES, & SEQUENCING OF THEREPAIRS WITH THE OWNERS REPRESENTATIVE. AS PART OF COORDINATION EFFORTS, THE CONTRACTOR SHALLPROVIDE AN 'ACTION PLAN' THAT OUTLINES ALL ACTIVITIES ASSOCIATED WITH THE ROOF REPLACEMENT OF EACHBUILDING & THE IMPACT TO TRAFFIC PATTERNS (PEDESTRIAN & VEHICULAR). THE 'ACTION PLAN' SHALL BE UPDATED ONA WEEKLY BASIS & SUBMITTED TO THE OWNER'S REPRESENTATIVE & THE ENGINEER ONE FULL WEEK IN ADVANCE ORAS DIRECTED BY THE OWNER.

4. JOBSITE SAFETY SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THIS INCLUDES BUT IS NOT LIMITED TOREQUIREMENTS SET FORTH BY LOCAL, STATE, & FEDERAL LAW, OSHA, & THE N.C. BUILDING CODE.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS & CONDITIONS RELATED TO THEFULL SCOPE OF WORK.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING & INSTALLING ALL MATERIAL, LABOR, EQUIPMENT, &TOOLS NECESSARY TO COMPLETE THE FULL SCOPE OF WORK, UNLESS OTHERWISE INDICATED IN THE DOCUMENTS.

7. THE CONTRACTOR SHALL NOT DAMAGE, CUT, OR MODIFY STRUCTURE UNLESS SPECIFICALLY NOTED IN THESEDRAWINGS OR DIRECTED BY THE ENGINEER OF RECORD.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE NEED FOR TEMPORARY SHORING RELATED TO THEFULL SCOPE OF REPAIRS. THE CONTRACTOR SHALL DESIGN, FURNISH, ERECT, & REMOVE ALL TEMPORARYSHORING/RESHORING/BRACING AS PART OF THE WORK SCOPE.

9. THE CONTRACTOR SHALL MAINTAIN CLEAN/CLEAR WALKWAYS, WORK AREAS, & ADJACENT SPACES ACCESSED FORCONSTRUCTION ACTIVITIES.

10. THE CONTRACTOR SHALL PROTECT FROM DAMAGE EXISTING BUILDINGS, OWNERS EQUIPMENT, ROADWAYS,SIDEWALKS, & UTILITIES. CONTRACTOR SHALL MAINTAIN THEM DURING THE COURSE OF WORK & SHALL REPAIR ALLDAMAGES AT THE CONTRACTOR'S OWN EXPENSE.

11. ANY PLUMBING, ELECTRICAL, HVAC, OR OTHER UTILITY WORK REQUIRED TO EXECUTE THE PROJECT SHALL BEPERFORMED BY TRADESMEN/SUBCONTRACTORS LICENSED BY THE STATE OF NORTH CAROLINA TO PERFORM SUCHWORK. THE SINGLE PRIME ROOFING CONTRACTOR SHALL BE RESPONSIBLE FOR SUBCONTRACTOR & OVERSIGHT OFSUCH WORK.

1

2 3

4

5

6

7

9

8

1

2

3

4

5

6

7

8

9

NORTH AMERICAN ENTRANCE20,000 ROOF AREA

CART STORAGE (ALT. G-1)2,020 ROOF AREA

TRAM OFFICE BUILDING (ALT.G-2)1,500 ROOF AREA

WILD BURGER CAFE3,200 ROOF AREA

PRAIRIE POPCORN3,200 ROOF AREA

PRAIRIE RESTROOMS1,700 ROOF AREA

JUNCTION SPRINGS CAFE9,800 ROOF AREA

KIDS JUNCTION GIFTS3,600 ROOF AREA

JUNCTION PIZZA CAFE1,400 ROOF AREA

NORTHAMERICANENTRANCE

AFRICAENTRANCE

LEGEND - BUILDINGS AND GROSS AREA (SQ-FT) ROOF

NORTH

KIDZONEPRAIRIE

JUNCTIONPLAZA

PRAIRIEOUTPOST

NORTH AMERICAN BUILDINGS SITE PLANNO SCALE

ASHEBORO

GREENSBORO

SILERCITY

BURLINGTON

LEXINGTON

HIGH POINT

RANDLEMAN

IN T ER STATE

74IN T ER STATE

85

IN T ER STATE

73

421

6464

BU SIN ESS

85

IN TER STATE

40IN TER STATE

40

BU SIN ESS

40421

IN T ER STATE

285

IN T ER STATE

74

NC ZOOLOGICALPARK LOCATION PLAN

NO SCALE

85IN T ER STATE

SUMMARY OF WORK SCOPETHE WORK DESCRIBED IN THE CONTRACT DOCUMENTS INCLUDES FURNISHING OF ALL LABOR, MATERIALS, EQUIPMENT &SERVICES NECESSARY TO COMPLETE ROOF REPLACEMENT, WINDOW & SKYLIGHT REPLACEMENT, & RAIN-SCREEN WALLREPLACEMENT AS IDENTIFIED IN THE CONSTRUCTION DOCUMENTS FOR EXISTING NORTH AMERICAN BUILDINGS AT THE N.C.ZOOLOGICAL PARK. THE EXISTING CEDAR SHAKE ROOFING SHINGLES, FELT UNDERLAYMENT, FLASHINGS, & FASCIA SHALL BEDEMOLISHED, DISPOSED OF, & REPLACED WITH A NEW ST&ING SEAM METAL ROOFING SYSTEM, FLASHING, ACCESSORIES &FASCIA.

A. BASE BID:THE BASE BID FOR WORK IN THIS CONTRACT SHALL INCLUDE ALL OF THE WORK AS OUTLINED IN THE CONTRACTDOCUMENTS UNLESS SPECIFICALLY IDENTIFIED AS AN ALTERNATE (ALT.) & INCLUDING THE FOLLOWING:

BASE BID - ROOF REPLACEMENT GENERAL DESCRIPTIONBUILDING 1 - NORTH AMERICAN ENTRANCE: ROOF, SKYLIGHT, WINDOW, & VERTICAL WALL RAIN-SCREEN REPLACEMENT.BUILDING 4 - WILD BURGER CAFE: ROOF REPLACEMENTBUILDING 5 - PRAIRIE POPCORN: ROOF REPLACEMENTBUILDING 6 - PRAIRIE RESTROOMS: ROOF REPLACEMENTBUILDING 7 - JUNCTION SPRINGS CAFE: ROOF REPLACEMENTBUILDING 8 - KIDS JUNCTION GIFTS: ROOF REPLACEMENTBUILDING 9 - JUNCTION PIZZA CAFE: ROOF REPLACEMENT

B. ADD / ALT. # BUILDING # GENERAL DESCRIPTION

-ALT. G-1 BUILDING 2 - CART STORAGE ROOF REPLACEMENT.

-ALT. G-2 BUILDING 3 - TRAM OFFICE BUILDING ROOF REPLACEMENT.

-ALT. G-3 BUILDING 1 - N. AMERICAN ENTRANCE INSTALL (6) KITCHEN EXHAUST SERVICEBUILDING 4 - WILD BURGER PLATFORMS & STAIRS.BUILDING 7 - JUNCTION SPRINGS CAFEBUILDING 9 - JUNCTION PIZZA CAFE

-ALT. G-4 BUILDING 1 - N. AMERICAN ENTRANCE REPLACE ALL (7) CURBS AT KITCHEN EXHAUSTBUILDING 4 - WILD BURGER FANSBUILDING 7 - JUNCTION SPRINGS CAFEBUILDING 9 - JUNCTION PIZZA CAFE

-ALT. G-5 BUILDING 1 - N. AMERICAN ENTRANCE HINGE RELOCATION ON EXHAUST FANSBUILDING 4 - WILD BURGERBUILDING 7 - JUNCTION SPRINGS CAFEBUILDING 9 - JUNCTION PIZZA CAFE

INTERPRETATION OF DRAWINGSTHESE REPAIR DRAWINGS WERE COMPILED USING INFORMATION CONTAINED IN THE ORIGINAL CONSTRUCTION DRAWINGS,THROUGH RUDIMENTARY FIELD MEASUREMENTS, & LIMITED VISUAL OBSERVATIONS. DRAWINGS ARE INTENDED AS AREPRESENTATION OF FIELD CONDITIONS BASED ON THE INFORMATION AVAILABLE.

EXISTING CONDITIONS & DEMOLITION DRAWINGSEXISTING CONDITIONS & DEMO DRAWINGS INCLUDE REPRESENTATIVE ILLUSTRATIONS OF EXISTING CONDITIONS IN PLAN,SECTIONS, & ELEVATION. ALSO PROVIDED ARE DESCRIPTIONS FOR REMOVAL & DISPOSAL/SALVAGE OF EXISTING MATERIALWHERE REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS,DIMENSIONS, & MATERIALS. NOTIFY THE ENGINEER OF RECORD IF DISCOVERED CONDITIONS DO NOT MATCH THOSE SHOWN INTHE DRAWINGS.

CONTINUITY OF ROOFING SYSTEM, WATERPROOFING, DRAINAGE, & DAILY SEAL1. THE CONTRACTOR SHALL MAINTAINED ROOFING AREAS IN A WATERTIGHT MANNER FOR THE DURATION OF THE

PROJECT. EXCEPT FOR PURPOSE OF REMOVING & REPLACING WATERPROOFING/ROOFING MATERIALS DURING DRYWEATHER, ROOF AREAS SHOULD REMAIN WATERTIGHT & DRAINABLE.

2. THE CONTRACTOR SHALL FORMULATE A PLAN OF DEMOLITION & REPLACEMENT THAT MAINTAINSWATERPROOFING/ROOFING INTEGRITY & CONTINUITY OVER THE ENTIRE ROOF FOR THE DURATION OF THE PROJECT.

3. AT THE END OF EACH WORK DAY, ROOFING SYSTEMS & OPENINGS SHALL BE MADE WATERTIGHT & DRAINABLE. DAILYSEALING OF ALL ROOF WORK SHALL BE CONDUCTED. ANY WATER LEAKAGE OR WATER DAMAGE INTO THE SPACEBELOW THE ROOF SHALL BE REPAIRED AT THE CONTRACTOR'S SOLE EXPENSE.

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FY196012

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12-16-2019

JOB NO.

DESIGNED BY:

DRAWN BY:

APPROVED BY:

DATE:

SHEET NO.

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TYPICAL EXISTING CONDITIONS AND DEMOLITION OF ROOF SHAKES

Code Enforcement Jurisdiction: City County State

Owner or Authorized Agent: Phone # E-Mail:

Owned By: City/County Private State

2018 APPENDIX B BUILDING CODE SUMMARY FOR ALL COMMERCIAL ROOF PROJECTS

Yes

Yes

PARTIAL

2018 NC CODE FOR:

I-A

BLDG 1

NoSprinklers:Standpipes:Fire District:

GROSS AREA (SQ-FT):

No

No

BASIC BUILDING DATA:Construction Type:

NFPA 13 NFPA 13R

IIClass I III Wet

I-B II-B

II-A

III-B

III-A IV

Name of Project:

Address:

NFPA 13D

Dry

V-A

V-B

CONSTRUCTED:Roof Replacement Roof Recover Roof Repair

(date)

(check all that apply)

Seismic ( I )

Snow ( I )Importance Factors:

Wind Load:Ground Snow Load:Live Load:

Exposure Category

Roof

DESIGN LOADS:

(ASCE-7)

psf.

E

S

psf.

(Primary)

1993

20,000

GERALD G. PARKER

4401 ZOO PARKWAY ASHEBORO, NC

(336) 879-7515 [email protected]

NORTH CAROLINA ZOO - SHAKE ROOF REPLACEMENT, NORTH AMERICAN BUILDINGS

City of W-S

E-MAIL:CONTACT:

Sprinkler-Standpipe

Retaining Walls>5' HighOther

MechanicalPlumbing

Structural

Civil

DESIGNER

ElectricalFire Alarm

ArchitecturalFIRM:

Rob Kennerly

NAME:

10441 [email protected]

LICENSE #: TELEPHONE #

(336) 605-8020

Robert G. Kennerly Jr., Engineered Concepts I Terracon

Engineered Concepts I Terracon

ZIP CODE: 27205

RANDOLPH

Yes

1.01.02015115B

CURRENT OCCUPANCY(S) Ch. 3)

STORIES TOTAL

20,000

BLDG 2 BLDG 3 BLDG 4 BLDG 5 BLDG 6 BLDG 7 BLDG 8 BLDG 9

FIRE PROTECTION REQUIREMENTS

Ultimate Wind Speed mph




Yes

Yes

PARTIAL

2018 NC CODE FOR:

I-A

BLDG 1


GROSS AREA (SQ-FT):

No

No


NFPA 13 NFPA 13R

IIClass I III Wet

I-B II-B

II-A

III-B

III-A IV

Name of Project:

Address:

NFPA 13D

Dry

V-A

V-B

CONSTRUCTED:

Roof Replacement Roof Recover Roof Repair

(date)


DESIGN LOADS:

(Primary)

1993

2,020

GERALD G. PARKER




City of W-S

ZIP CODE: 27205

RANDOLPH

Yes

STRUCTURAL DESIGN(PROVIDE ON THE STRUCTURAL SHEETS IF APPLICABLE)


STORIES TOTAL

2,020


Roof Construction, incl. supporting beams and joists


BUILDING ELEMENTFIRE SEPARATIONDISTANCE (FEET)

DESIGN # FORRATED ASSEMBLY

DETAIL # &SHEET #

N/ARoof Ceiling Assembly

Column Supporting Roof N/A




Yes

Yes

PARTIAL

2018 NC CODE FOR:

I-A

BLDG 1


GROSS AREA (SQ-FT):

No

No


NFPA 13 NFPA 13R

IIClass I III Wet

I-B II-B

II-A

III-B

III-A IV

Name of Project:

Address:

NFPA 13D

Dry

V-A

V-B

CONSTRUCTED:


(date)


DESIGN LOADS:

(Primary)

1993

1,500

GERALD G. PARKER




City of W-S

ZIP CODE: 27205

RANDOLPH

Yes


STORIES TOTAL

1,500






Yes

Yes

PARTIAL

2018 NC CODE FOR:

I-A

BLDG 1


GROSS AREA (SQ-FT):

No

No


NFPA 13 NFPA 13R

IIClass I III Wet

I-B II-B

II-A

III-B

III-A IV

Name of Project:

Address:

NFPA 13D

Dry

V-A

V-B

CONSTRUCTED:


(date)


DESIGN LOADS:

(Primary)

1993

3,200

GERALD G. PARKER




City of W-S

ZIP CODE: 27205

RANDOLPH

Yes


STORIES TOTAL

3,200



A2/B/M U B A2




Yes

Yes

PARTIAL

2018 NC CODE FOR:

I-A

BLDG 1


GROSS AREA (SQ-FT):

No

No


NFPA 13 NFPA 13R

IIClass I III Wet

I-B II-B

II-A

III-B

III-A IV

Name of Project:

Address:

NFPA 13D

Dry

V-A

V-B

CONSTRUCTED:Roof Replacement Roof Recover Roof Repair

(date)


DESIGN LOADS:

(Primary)

1993

3,200

GERALD G. PARKER




City of W-S

ZIP CODE: 27205

RANDOLPH

Yes



STORIES TOTAL

3,200



A2

E-MAIL:CONTACT:

Sprinkler-Standpipe


MechanicalPlumbing

Structural

Civil

DESIGNER


ArchitecturalFIRM:

Rob Kennerly

NAME:



(336) 605-8020



E-MAIL:CONTACT:

Sprinkler-Standpipe


MechanicalPlumbing

Structural

Civil

DESIGNER


ArchitecturalFIRM:

Rob Kennerly

NAME:



(336) 605-8020



E-MAIL:CONTACT:

Sprinkler-Standpipe


MechanicalPlumbing

Structural

Civil

DESIGNER


ArchitecturalFIRM:

Rob Kennerly

NAME:



(336) 605-8020



N/A





DETAIL # &SHEET #



N/A





DETAIL # &SHEET #



N/A





DETAIL # &SHEET #



N/A

E-MAIL:CONTACT:

Sprinkler-Standpipe


MechanicalPlumbing

Structural

Civil

DESIGNER


ArchitecturalFIRM:

Rob Kennerly

NAME:



(336) 605-8020






DETAIL # &SHEET #



N/A

RE: G0.0 FOR ROOF AREA

Risk Category II

WIND UPLIFT RESISTANCE:GALVANIZED LIGHT GAUGE STEELHOLD-DOWN ANCHORS AT EACH TRUSS.

**REFER TO FLOOR PLANS FOR DEADLOAD DATA AND DESIGN PRESSURESAT EACH DISTINCT ROOF AREA.

Seismic ( I )



Exposure Category

Roof

(ASCE-7)

psf.

E

S

psf.

1.01.02015115B


Risk Category II



Seismic ( I )



Exposure Category

Roof

(ASCE-7)

psf.

E

S

psf.

1.01.02015115B


Risk Category II



Seismic ( I )



Exposure Category

Roof

(ASCE-7)

psf.

E

S

psf.

1.01.02015115B


Risk Category II



Seismic ( I )



Exposure Category

Roof

(ASCE-7)

psf.

E

S

psf.

1.01.02015115B


Risk Category II



BU

ILD

ING

CO

DE

SUM

MAR

Y

LS1

5 24 3 1

SHAK

E R

OO

F RE

PLAC

EMEN

T NO

RTH

AMER

ICAN

ASH

EBO

RO

, NO

RTH

CA

RO

LINA

FY196012

PBL

TBL

RGK

12-16-2019

JOB NO.

DESIGNED BY:

DRAWN BY:

APPROVED BY:

DATE:

SHEET NO.

DAT

ER

EVIS

ION

SM

ARK

GC

RD

OC

SP

OS

T O

FF

ICE

BO

X 3

52

86

F

IRM

LIC

EN

SE

NO

. F

-06

89

GR

EE

NS

BO

RO

, N

C 2

74

25

WW

W.E

NG

CO

NC

EP

TS

.CO

MO

FF

ICE

33

6 6

05

80

20




Yes

Yes

PARTIAL

2018 NC CODE FOR:

I-A

BLDG 1


GROSS AREA (SQ-FT):

No

No


NFPA 13 NFPA 13R

IIClass I III Wet

I-B II-B

II-A

III-B

III-A IV

Name of Project:

Address:

NFPA 13D

Dry

V-A

V-B

CONSTRUCTED:


(date)


DESIGN LOADS:

(Primary)

1993

1,700

GERALD G. PARKER




City of W-S

ZIP CODE: 27205

RANDOLPH

Yes



STORIES TOTAL

1,700



B




Yes

Yes

PARTIAL

2018 NC CODE FOR:

I-A

BLDG 1


GROSS AREA (SQ-FT):

No

No


NFPA 13 NFPA 13R

IIClass I III Wet

I-B II-B

II-A

III-B

III-A IV

Name of Project:

Address:

NFPA 13D

Dry

V-A

V-B

CONSTRUCTED:


(date)


DESIGN LOADS:

(Primary)

1993

9,800

GERALD G. PARKER




City of W-S

ZIP CODE: 27205

RANDOLPH

Yes



STORIES TOTAL

9,800



A2/B




Yes

Yes

PARTIAL

2018 NC CODE FOR:

I-A

BLDG 1


GROSS AREA (SQ-FT):

No

No


NFPA 13 NFPA 13R

IIClass I III Wet

I-B II-B

II-A

III-B

III-A IV

Name of Project:

Address:

NFPA 13D

Dry

V-A

V-B

CONSTRUCTED:


(date)


DESIGN LOADS:

(Primary)

1993

3,600

GERALD G. PARKER




City of W-S

ZIP CODE: 27205

RANDOLPH

Yes



STORIES TOTAL

3,600



M/B

E-MAIL:CONTACT:

Sprinkler-Standpipe


MechanicalPlumbing

Structural

Civil

DESIGNER


ArchitecturalFIRM:

Rob Kennerly

NAME:



(336) 605-8020



E-MAIL:CONTACT:

Sprinkler-Standpipe


MechanicalPlumbing

Structural

Civil

DESIGNER


ArchitecturalFIRM:

Rob Kennerly

NAME:



(336) 605-8020



E-MAIL:CONTACT:

Sprinkler-Standpipe


MechanicalPlumbing

Structural

Civil

DESIGNER


ArchitecturalFIRM:

Rob Kennerly

NAME:



(336) 605-8020






DETAIL # &SHEET #



N/A Roof Construction, incl. supporting beams and joists



DETAIL # &SHEET #



N/A Roof Construction, incl. supporting beams and joists



DETAIL # &SHEET #



N/A




Yes

Yes

PARTIAL

2018 NC CODE FOR:

I-A

BLDG 1


GROSS AREA (SQ-FT):

No

No


NFPA 13 NFPA 13R

IIClass I III Wet

I-B II-B

II-A

III-B

III-A IV

Name of Project:

Address:

NFPA 13D

Dry

V-A

V-B

CONSTRUCTED:


(date)


DESIGN LOADS:

(Primary)

1993

1,400

GERALD G. PARKER




City of W-S

ZIP CODE: 27205

RANDOLPH

Yes



STORIES TOTAL

1,400



A2

E-MAIL:CONTACT:

Sprinkler-Standpipe


MechanicalPlumbing

Structural

Civil

DESIGNER


ArchitecturalFIRM:

Rob Kennerly

NAME:



(336) 605-8020






DETAIL # &SHEET #



N/A

2018 APPENDIX B BUILDING CODE SUMMARY FOR ALL COMMERCIAL ROOF PROJECTS

Seismic ( I )



Exposure Category

Roof

(ASCE-7)

psf.

E

S

psf.

1.01.02015115B


Risk Category II



Seismic ( I )



Exposure Category

Roof

(ASCE-7)

psf.

E

S

psf.

1.01.02015115B


Risk Category II



Seismic ( I )



Exposure Category

Roof

(ASCE-7)

psf.

E

S

psf.

1.01.02015115B


Risk Category II



Seismic ( I )



Exposure Category

Roof

(ASCE-7)

psf.

E

S

psf.

1.01.02015115B


Risk Category II



ENERGY SUMMARYENERGY REQUIREMENTS:The following data shall be considered minimum and any special attribute required to meet the North Carolina EnergyConservation Code shall also be provided. Each Designer shall furnish the required portions of the project information forthe plan data sheet. If performance method, state the annual energy cost for the standard reference design vs annualenergy cost for the proposed design.

Existing building envelope complies with code: No Yes (The remainder of this section is not applicable)

Exempt Building: No Yes (Provide Code or Statutory reference)

______________________________

Climate Zone: O 3AO 4AO 5A

Method of Compliance: Energy Code Performance PerspectiveASHRAE 90.1 Performance Prescriptive

(If "Other" specify source here)

THERMAL ENVELOPE (Prescriptive method only)

Roof/ceiling Assembly (each assembly)Descriptive of assembly:

U-Value of total assembly: ___________________________________________________

R-Value of insulation: _______________________________________________________

Skylights in each assembly:

U-Value of skylight:

Total square footage of skylights in each assemby:

Roof Drainage System DescriptionA. Existing

I. Primary DrainageII. Secondary (Emergency Overflow) Drainage

B. New System and CalculationsI. Primary DrainageII. Secondary (Emergency Overflow) Drainage

SCOPE OF WORK(brief outline of work required)

Provide a narrative of the work to include a description of the existing building, the roof structure, the existing roofmembrane system assembly and what is to be demolished, repaired, replaced and new. Include the system(s) assemblyand attachment method.

WORK SCOPE & ENERGY CONSERVATION CODE COMPLIANCETHIS IS A BUILDING ALTERATION CLASSIFIED AS ROOF REPLACEMENT. ROOF REPLACEMENT FOR THISPROJECT SHALL INCLUDE REMOVAL AND DISPOSAL OF THE ORIGINAL CEDAR SHAKE ROOF ANDREPLACEMENT USING A STANDING SEAM PREFINISHED METAL ROOFING SYSTEM.

SKYLIGHT & WINDOW REPLACEMENT INCLUDED IN THE SCOPE OF WORK IS NOT LOCATED WITHIN ENCLOSEDOR CONDITIONED SPACE AND NOT SUBJECT TO REQUIREMENTS OF THE NC ENERGY CONSERVATION CODE.

REPAIR OF DAMAGED INSULATED CEMENTITIOUS WOOD FIBER DECKING PANELS SHALL NOT REDUCE THEEXISTING THERMAL VALUE OF THE EXISTING ROOFING PANELS, REFER TO DETAIL 1/G.0.0 FOR DIAGRAM OFEXISTING CEMENTITIOUS DECKING PANELS BASED UPON AVAILABLE INFORMATION.

ROOF REPLACEMENT OUTLINED IN THESE DRAWINGS IS INTENDED TO COMPLY WITH THE NORTH CAROLINAENERGY CONSERVATION CODE IN ACCORDANCE WITH INFORMATION LISTED BELOW. ALL ROOF AREASSCHEDULE FOR REPLACEMENT HAVE A SLOPE GREATER THAN 2 UNITS VERTICAL IN 12 UNIT HORIZONTALAND THEREFORE DO NOT MEET THE DEFINITION OF A LOW SLOPED-ROOF.

N.C. ENERGY CONSERVATION CODE - SECTION 503.1 EXCEPTION 2., D AND E

EXCEPTIONS:2. THE ALTERATION TO CONDITIONED SPACES NEED NOT COMPLY WITH THE REQUIREMENTS FOR NEW

CONSTRUCTION:

D. CONSTRUCTION WHERE THE EXISTING ROOF, WALL OR FLOOR CAVITY IS NOT EXPOSED.

E. ROOF RECOVER & ROOF REPLACEMENT SUCH THAT THE EXISTING BUILDING OR STRUCTUREIS NO LESS CONFORMING TO THE PROVISIONS OF THIS CODE THAN THE EXISTING BUILDINGOR STRUCTURE WAS PRIOR TO ALTERATION.”

IT IS THE INTENT OF THIS ROOF REPLACEMENT NOT TO MAKE THE BUILDING ANY LESS CONFORMING TOTHE PROVISIONS OF THIS CODE THAN THEY ARE PRIOR TO ALTERATION. MINIMUM 3 YR SOLARREFLECTANCE INDEX (SRI) AS DEFINED BY CRRC-1 STANDARD FOR INSTALLED METAL ROOF MATERIALSSHALL MEET OR EXCEED THAT OF THE WOOD ROOF SHAKES TESTED IN ACCORDANCE WITH CRRC-1STANDARD. EXAMPLE IS SUMMARIZED BELOW.

ROOF MATERIAL COLOR 3 YR SOLAR REFLECTANCE INDEX

34 " HEAVY WOOD SHAKE NATURAL 23

STANDING SEAM METAL GREY 35

SECTION C503 ALTERATIONSC503.1, EXCEPTIONS, 2. THE FOLLOWING ALTERATIONS TO CONDITIONED SPACESNEED NOT COMPLY WITH THE REQUIREMENTS FOR NEW CONSTRUCTION

2D. CONSTRUCTION WHERE THE EXISTING ROOF, WALL OR FLOOR CAVITY IS NOTEXPOSED.

2E. ROOF RECOVER AND ROOF REPLACEMENT SUCH THAT THE EXISTING BUILDINGOR STRUCTURE IS NO LESS CONFORMING TO THE PROVISIONS OF THIS CODETHAN THE EXISTING BUILDING OR STRUCTURE WAS PRIOR TO THE ALTERATION.

NOT APPLICABLE

NOT APPLICABLE SLOPED ROOFING NO GUTTERS

ROOF CEILING ASSEMBLIES IN CONDITIONS SPACES CONSIST OF CEMENTITIOUSWOOD FIBER (CWF) DECKING PANELS. PANELS CONSIST OF THE FOLLOWINGCOMPOSITION EXTERIOR - TO - INTERIOR:1/2" NAILABLE TOPPING1" RIGID INSULATION BOARD2" CWF SUBSTRATE

NOT APPLICABLE NO SKYLIGHTS OVER CONDITIONED SPACE



NOT APPLICABLE SLOPED ROOFING NO GUTTERS

5.7 / INCH

0.097

NOT APPLICABLE BU

ILD

ING

CO

DE

SUM

MAR

Y

LS2

5 24 3 1

SHAK

E R

OO

F RE

PLAC

EMEN

T NO

RTH

AMER

ICAN

ASH

EBO

RO

, NO

RTH

CA

ROLI

NA

FY196012

PBL

TBL

RGK

12-16-2019

JOB NO.

DESIGNED BY:

DRAWN BY:

APPROVED BY:

DATE:

SHEET NO.

DAT

ER

EVIS

ION

SM

ARK

GC

RD

OC

SP

OS

T O

FF

ICE

BO

X 3

52

86

F

IRM

LIC

EN

SE

NO

. F

-06

89

GR

EE

NS

BO

RO

, N

C 2

74

25

WW

W.E

NG

CO

NC

EP

TS

.CO

MO

FF

ICE

33

6 6

05

80

20

1EX1

P L A N 1/8" = 1'-0"FY196012-PL01NORTH AMERICAN ENTRANCE ROOF DEMOLITION

1

REMOVE & DISCARD EXISTINGCLEARSTORY WINDOWS

EXISTING "NORTH AMERICAN" SIGNAGE. REMOVEPROVIDE SAFE STORAGE, REPAINT & REPLACE

6:12 ROOF

PITCH �

PLUMBINGVENT PIPETO BERELOCATED

STAINLESS STEELGREASE DRIP PAN

KITCHEN HOODEXHAUST FAN

IRON HEN SIGNAGE,REMOVE PROVIDE SAFESTORAGE & REPLACE

EXISTING COM/DATA/TV.CONTRACTOR TO COORD.RELOCATION IN ORDER TOACHIEVE UNINTERRUPTEDSERVICE.

BUILDINGWALLBELOW

EARTH EXPLORERSIGNAGE, REMOVEPROVIDE SAFESTORAGE ANDREPLACE

1

1

1

1 3

4LO

W

5H

I

PLUMBING VENT

EXIST. UTILITIES/DATA/COM

SIGNAGE

THIS ROOF HATCH REPRESENTSEXISTING CEDAR SHAKESROOFING SYSTEM. DEMOLISHSHAKE ROOFING SYSTEMINCLUDING ROOF FELTUNDERLAYMENT, ROOF EDGES,& SUPPLEMENTAL FLASHING.

DEMOLITION LEGEND & NOTES

KITCHEN HOOD EXHAUST

IRON HEN SIGNAGE,REMOVE PROVIDESAFE STORAGE& REPLACE

6TYP. @

RIDGE



7

7

7

THIS ROOF HATCH REPRESENTSEXISTING CEDAR SHAKESROOFING SYSTEM. DEMOLISHSHAKE ROOFING SYSTEMINCLUDING ROOF FELTUNDERLAYMENT, ROOF EDGES,& SUPPLEMENTAL FLASHING.

INSULATED CEMENTITOUSDECKING PANELS.

NON-INSULATED CEMENTITOUSDECKING PANELS TO REMAIN.

58'-8

"

75'-8"

50'-2"

43'-6

"

20'-8"

10'-8

"

24'-8"

57'-4

"

89'-11"

48'-6"

43'-4

"

44'-0"

43'-8

"

21'-4"

20'-4

"

60'-0

1 2"

33'-6

"

6:12 ROOF

PITCH �

6:12 ROOF

PITCH �

6:12 ROOF

PITCH �

6:12 ROOF�

PITCH

6:12 ROOF�

PITCH

6:12 ROOF�

PITCH

6:12 ROOF

�PITCH

6:12 ROOF

PITCH�

6:12 ROOF

PITCH�

6:12 ROOF

PITCH�

5.5:

12 R

OO

F

�P

ITC

H

6:12 ROOF

�PITCH

6:12 ROOF

�PITCH

6:12 ROOF

�PITCH

6:12 ROOF

�PITCH

6:12

RO

OF

PIT

CH�

GENERAL DEMOLITION NOTES:1. EXISTING SHAKE ROOFING SYSTEM DEMOLITION PLAN SHOWN HERE

FOR EXPLANATORY PURPOSES. ALL OTHER NORTH AMERICANBUILDING ROOFS ARE OF SIMILAR CONDITION AND INCLUDE TYPICALSYSTEM, FLASHING, AND ROOF EDGE DETAILING. REFER TOEXISTING CONDITIONS AND TYPICAL DEMOLITION DETAILS ON G0.0

2. ROOF SLOPE IS 6:12 UNLESS OTHERWISE NOTED.

3. DISPOSAL OF ALL DEMOLISHED MATERIALS: REMOVE DEBRIS,RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITIONOPERATIONS FROM BUILDING SITE. TRANSPORT AND LEGALLYDISPOSE OF OR RECYCLE OFF SITE. UNLESS OTHERWISE NOTEDHEREIN, ALL MATERIALS SCHEDULED FOR DEMOLITION SHOULD BEDISPOSED OF (OFF SITE) AS PART OF THIS CONTRACT.

4. IF HAZARDOUS MATERIALS ARE ENCOUNTERED DURING DEMOLITIONOPERATIONS, COMPLY WITH APPLICABLE REGULATIONS, LAWS, ANDORDINANCES CONCERNING REMOVAL, HANDLING, AND PROTECTIONAGAINST EXPOSURE OR ENVIRONMENTAL POLLUTION. BURNING OFREMOVED MATERIALS IS NOT PERMITTED ON PROJECT SITE

5. PROVIDE TEMPORARY BARRICADES TO SEPARATE AND OWNER'SPERSONNEL AND THE GENERAL PUBLIC FROM DEMOLITION WORK

6. DEMOLISH EXISTING PIPE COLLARS AND BOOTS

7. EXISTING PLUMBING VENT PIPING & KITCHEN EXHAUST VENTS TOREMAIN UNLESS OTHERWISE NOTED FOR RELOCATION.

DEMOLITION NOTES

63'-0"

6:12 ROOF

�PITCH

REMOVE & DISPOSE OFEXISTING SKYLIGHTS

14'-8"

6:12 ROOFPITCH �

DIRECTION OF ROOF SLOPETOWARDS LOW POINT OF ROOF

6:12 ROOF

PITCH�

6:12 ROOF

PITCH�

2

TYP. @

EAVE

2TYP. @

EAVE

2TYP. @

EAVE

2

TYP. @EAVE

2TYP.

@EAVE

TYP.

@SIG

N

MATCHLINE

MATCHLINE

PLUMBING VENTS TO BE RELOCATEDTO PENETRATE THE ROOF DECKBETWEEN STANDING SEAM RIBS

N12

5

4

6

12

4

3

1

PLUMBINGVENT PIPETO REMAIN

38'-0

"

32'-0"

36'-8

"

6:12 ROOF

PITCH �

6:12 ROOF

PITCH�

6:12 ROOF�

PITCH

14'-8"

6:12 ROOF

�PITCH

2TYP. @

EAVE

MATCHLINE

MATCHLINE

3

6

2

NO

RTH

AM

ERIC

AN

EN

TRA

NC

E EX

ISTI

NG

CO

NDIT

IONS

& D

EMO

LITI

ON

RO

OF

PLAN

EX1

5 24 3 1

SHAK

E R

OO

F RE

PLAC

EMEN

T NO

RTH

AMER

ICAN

ASH

EBO

RO

, NO

RTH

CA

RO

LINA

FY196012

PBL

TBL

RGK

12-16-2019

JOB NO.

DESIGNED BY:

DRAWN BY:

APPROVED BY:

DATE:

SHEET NO.

DAT

ER

EVIS

ION

SM

ARK

GC

RD

OC

SP

OS

T O

FF

ICE

BO

X 3

52

86

F

IRM

LIC

EN

SE

NO

. F

-06

89

GR

EE

NS

BO

RO

, N

C 2

74

25

WW

W.E

NG

CO

NC

EP

TS

.CO

MO

FF

ICE

33

6 6

05

80

20

6EX2

E L E V A T I O N 1/8" = 1'-0"FY196012-EL01BLDG #1 N. AMERICAN ENTRANCE

± 9'-0"

0'-0"

DEMOLISH EXISTING CEDARSHAKE ROOFING SYSTEM

612 6

12

612

2 TYP. @EAVE

2 TYP. @EAVE

6 TYP. @RIDGE

1 1

± 18'-0"

5EX2


± 9'-0"

0'-0"


612

612

612

2 TYP. @EAVE

6 TYP. @RIDGE

1

± 9'-0"

REMOVE & DISCARDEXISTING CLEAR-STORY WINDOWS

REMOVE & DISCARDEXISTING SKYLIGHTS

3EX2


MATC

HLIN

EM

ATCH

LINE

612

612

612

2 TYP. @EAVE

5 4

3

LOWHIGH

6 TYP. @RIDGE

1


DEMOLISH EXISTINGT1-11 SISDING

4EX2


MATC

HLIN

EM

ATCH

LINE

± 9'-0"

0'-0"


612

612

2 TYP. @EAVE

1

± 24'-6"

1EX2


MATC

HLIN

EM

ATCH

LINE

EXISTING "NORTH AMERICAN"SIGNAGE. REMOVE PROVIDE

SAFE STORAGE, REPAINTAND REPLACE

612

612

612

2 TYP. @EAVE

6 TYP. @RIDGE

1

2EX2


ATCH

LINE

MATC

HLIN

E

± 9'-0"

0'-0"


6126

12

612

2 TYP. @EAVE

1

5.5:12

± 18'-0"

EXISTING "NORTH AMERICAN"SIGNAGE. REMOVE PROVIDE

SAFE STORAGE, REPAINTAND REPLACE

NO

RTH

AM

ERIC

AN

EXI

STIN

G C

ON

DIT

ION

S EL

EVAT

IONS

EX2

5 24 3 1

SHAK

E R

OO

F RE

PLAC

EMEN

T NO

RTH

AMER

ICAN

ASH

EBO

RO

, NO

RTH

CA

RO

LINA

FY196012

PBL

TBL

RGK

12-16-2019

JOB NO.

DESIGNED BY:

DRAWN BY:

APPROVED BY:

DATE:

SHEET NO.

DAT

ER

EVIS

ION

SM

ARK

GC

RD

OC

SP

OS

T O

FF

ICE

BO

X 3

52

86

F

IRM

LIC

EN

SE

NO

. F

-06

89

GR

EE

NS

BO

RO

, N

C 2

74

25

WW

W.E

NG

CO

NC

EP

TS

.CO

MO

FF

ICE

33

6 6

05

80

20

1R1

R O O F P L A N 1/8" = 1'-0"FY196012-PL01BLDG #1 NORTH AMERICAN ENTRANCE

IRON HEN SIGNAGECURB. SEE 10/R7 FORSIGN ATTACHMENT

1

5.5:12 ROOF PITCH

NEW SKYLIGHTS

NEW CLEARSTORY WINDOWS(REPLACE EXISTING)

EXISTING "NORTH AMERICAN"SIGNAGE & CURB. SEE 7/R7FOR ATTACHMENT

IRON HEN SIGNAGECURB. SEE 10/R7 FORSIGN ATTACHMENT

BUILDING WALLBELOW

EARTH EXPLORER SIGNAGECURB. SEE 10/R7 FOR SIGNATTACHMENT

TYP. @EAVE

1TYP. @

EAVE

1

TYP. @EAVE

1TYP. @

EAVE

1TYP. @

EAVE

3

8

TYP. @ VALLEY

5TYP. @ HIP

7

ALT. G-3 SERVICE PLATFORMS TOCOMPLY WITH NC MECH. CODESEC. 306.5.1 SEE SHEET R8 FORPLATFORM ATTACHMENT TOEXISTING STRUCTURAL MEMBERS.CONTRACTOR TO COORDINATEFABRICATION AND INSTALLATION.

MATCHLINE

MATCHLINE

LOW

HI

EXISTING COM/DATA/TV.CONTRACTOR TOCOORDINATE RELOCATIONIN ORDER TO ACHIEVEUNINTERRUPTED SERVICE.

KITCHENEXHAUST FAN

PROVIDE STAINLESSSTEELSTANDING SEAMROOF PAN DIRECTLYIN FRONT OF GREASEEXHAUST MINIMUM 48"WIDE OR (3) 16" PANS.

CRICKET

CEMENTITOUS

DECKING

WITH

INSULA

TION

CEMENTITOUS

DECKING

WITH

INSULA

TION

CEMENTITOUS

DECKING

WITHOUT

INSULA

TION

SNOW GUARDS,TYP. RE: DETAIL1/R7.

SNOW GUARDS

SNOW GUARDS,TYP. RE: DETAIL1/R7. SNOW GUARDS,

TYP. RE: DETAIL1/R7

SNOW GUARDS

SNOW GUARDS,TYP. RE: DETAIL1/R7

4

4

4

TYP. @

VENT PIPE

TYP. @VENT PIPE

8TY

P. @

VAL

LEY

8TYP. @ VALLEY

8

TYP. @ VALLEY

8TY

P. @

VAL

LEY

TYP. @VENT PIPE

6:12 ROOF

PITCH �

6:12 ROOF

PITCH �

6:12 ROOF

PITCH �

6:12 ROOF

PITCH �

6:12 ROOF�

PITCH

6:12 ROOF�

PITCH

6:12 ROOF�

PITCH

6:12 ROOF�

PITCH

6:12 ROOF

PITCH�

6:12 ROOF

PITCH�

6:12 ROOF

PITCH�

5.5:

12 R

OO

F

�P

ITC

H

6:12 ROOF

�PITCH

6:12 ROOF

�PITCH

6:12 ROOF

�PITCH

6:12 ROOF

�PITCH

6:12

RO

OF

PIT

CH�

6:12 ROOF

�PITCH

6:12 ROOF

PITCH�

6:12 ROOF

PITCH�

33

1 3

1

5 TYP.@HIP

RELOCATE PLUMBINGVENT BETWEENSTANDING SEAMS.SEE REPAIR TYPE 2FOR PLUMBING VENTRELOCATIONINSTRUCTIONS.



21

5

4

6

CEMENTITOUS

DECKING

WITHOUT

INSULA

TION

N

58'-8

"

75'-8"

50'-2"

43'-6

"

20'-8"

10'-8

"

24'-8"

57'-4

"

89'-11"

48'-6"

43'-4

"

44'-0"

43'-8

"

21'-4"

20'-4

"

60'-0

1 2"

33'-6

"63'-0"

14'-8"

PLUMBING VENT. SEEREPAIR TYPE 2 FORRELOCATION

EXIST. UTILITIES/DATA/COM

SIGNAGE. SEE 10/R7FOR SIGN ATTACHMENT

ROOF HATCHREPRESENTS NEWSTANDING SEAMMETAL ROOFINGSYSTEM OVERCEMENTITOUSDECKING

REPAIR LEGEND & NOTES

KITCHEN HOOD EXHAUST

ALT. G-3 KITCHEN HOODEXHAUST SERVICEPLATFORM

THIS ROOF HATCHREPRESENTS NEWSTANDING SEAMMETAL ROOFINGSYSTEM OVERINSULATEDCEMENTITOUSDECKING

GENERAL NOTES

1. ROOF SLOPE IS 6:12 UNLESSOTHERWISE NOTED.

2. ALL EXISTING AND NEW DIMSGIVEN ARE ± AND ARE SUBJECTTO FIELD VERIFICATION BYCONTRACTOR.

3

6

5

4

2

1

3

REGION PRESSURES DIMENSIONS

FIELD PERIMETER CORNER PERIMETER CORNER

1

2

3

4

5

6

-20.3 PSF

-20.3 PSF

-20.3 PSF

-20.3 PSF

-20.3 PSF

-20.3 PSF

-30.8 PSF

-30.8 PSF

-30.8 PSF

-30.8 PSF

-30.8 PSF

-30.8 PSF

-40.7 PSF

-40.7 PSF

-40.7 PSF

-40.7 PSF

-40.7 PSF

-40.7 PSF

3.2 FEET

4.3 FEET

4.4 FEET

3.8 FEET

5.7 FEET

4.6 FEET

3.2 FEET

4.3 FEET

4.4 FEET

N/A

5.7 FEET

4.6 FEET

-KEY-DESIGN PRESSURE

REGIONS

PERIMETER PRESSURE APPLIED IN ACCORDANCE WITH ASCE 7-10 AT EAVEAND TO EACH SIDE OF ALL APPLICABLE RIDGES, HIPS, AND VALLEYS WITHINBUILDING/REGION NOTED, BASED UPON PERIMETER DIMENSION DEFINED.

BUILDING #1 - DESIGN PRESSURES (PSF)DEAD LOADS

REGION 1EXISTING ROOF LOAD 17.5 PSFREPLACEMENT ROOF 16.3 PSFNET LOAD CHANGE 1.2 PSF

REGION 2

REGION 3

REGION 4

EXISTING ROOF LOAD 19.5 PSFREPLACEMENT ROOF 18.3 PSFNET LOAD CHANGE 1.2 PSF


REGION 6




3

12

1TYP. @

EAVE

MATCHLINE

MATCHLINE

CEMENTITOUS

DECKINGW

ITH

INSULATION



4

5TYP. @ HIP

8TYP. @VALLEY

TYP. @VENT

6:12 ROOF

PITCH �

�

6:12 ROOF

PITCH�

6:12 ROOF�

PITCH

6:12 ROOF

�PITCH

RELOCATE PLUMBING VENTBETWEEN STANDING SEAMS.SEE REPAIR TYPE 2 FORPLUMBING VENT RELOCATIONINSTRUCTIONS.

CEMENTITOUS

DECKING

WITHOUT

INSULA

TION

38'-0

"

32'-0"

36'-8

"

14'-8"

4

1

6

NO

RTH

AM

ERIC

AN

EN

TRA

NC

E R

OO

F R

EPAI

R P

LAN

R1

5 24 3 1

SHAK

E R

OO

F RE

PLAC

EMEN

T NO

RTH

AMER

ICAN

ASH

EBO

RO

, NO

RTH

CA

RO

LINA

FY196012

PBL

TBL

RGK

12-16-2019

JOB NO.

DESIGNED BY:

DRAWN BY:

APPROVED BY:

DATE:

SHEET NO.

DAT

ER

EVIS

ION

SM

ARK

GC

RD

OC

SP

OS

T O

FF

ICE

BO

X 3

52

86

F

IRM

LIC

EN

SE

NO

. F

-06

89

GR

EE

NS

BO

RO

, N

C 2

74

25

WW

W.E

NG

CO

NC

EP

TS

.CO

MO

FF

ICE

33

6 6

05

80

20

6R2


± 9'-0"

0'-0"

NEW STANDINGSEAM METAL ROOF

KITCHENEXHAUST FAN


ALT. G-3 SERVICE PLATFORMS TO COMPLY WITH NC MECH.CODE SEC. 306.5.1 SEE SHEET R8 FOR PLATFORM ATTACHMENTTO EXISTING STRUCTURAL MEMBERS. CONTRACTOR TOCOORDINATE FABRICATION AND INSTALLATION. STAIRS NOTSHOWN FOR GRAPHIC PURPOSES.

612 6

12

612

1 TYP. @EAVE

1 TYP. @EAVE

5 TYP. @RIDGE



± 17'-0"

SEE 6/R7 FOR PLATFORMANCHOR ATTACHMENT

5R2


± 9'-0"

0'-0"


612

612

612

1 TYP. @EAVE

5 TYP. @RIDGE

RELOCATE PLUMBING VENT BETWEENSTANDING SEAMS. SEE REPAIR TYPE2 FOR PLUMBING VENT RELOCATIONINSTRUCTIONS.

± 24'-0"

NEW CLEARSTORY WINDOWS

MA

TCH

LINE

MA

TCH

LINE

4R2


IRON HEN SIGNAGE. REMOVE PROVIDESAFE STORAGE & REPLACE. SEE 10/R7FOR NEW SIGNAGE ATTACHMENT DETAIL


NEW SKYLIGHTSW/ACRYLIC PANELS

PRE-FINISHEDMETAL WALLPANEL

612

612

1 TYP. @EAVE

3 3

3

LOWHIGH

5 TYP. @RIDGE

1

MA

TCH

LINE

MA

TCH

LINE

3R2


± 9'-0

0'-0"


612

612

1 TYP. @EAVE

EXISTING "EARTH EXPLORER" GIFTSHOP SIGNAGE. REMOVE PROVIDESAFE STORAGE & REPLACE. SEE10/R7 FOR NEW SIGNAGEATTACHMENT DETAIL.

± 24'

MATC

HLIN

EM

ATCH

LINE

2R2


± 9'-0"

0'-0"

NEW STANDINGSEAM METALROOF BEYOND

EXISTING "NORTH AMERICAN" SIGNAGE.REMOVE PROVIDE SAFE STORAGE,REPAINT & REPLACE. SEE 7/R7 FORNEW SIGNAGE ATTACHMENT DETAIL.

612

612

612

1 TYP. @EAVE

5.5:12 ROOF PITCH± 25'-0"

MA

TCH

LINE

MA

TCH

LINE

1R2



NEW STANDINGSEAM METALROOF BEYOND


612

612

612

1 TYP. @EAVE

5 TYP. @RIDGE


7

NO

RTH

AM

ERIC

AN

REP

AIR

ELE

VATI

ONS

R2

5 24 3 1

SHAK

E R

OO

F RE

PLAC

EMEN

T NO

RTH

AMER

ICAN

ASH

EBO

RO

, NO

RTH

CA

RO

LINA

FY196012

PBL

TBL

RGK

12-16-2019

JOB NO.

DESIGNED BY:

DRAWN BY:

APPROVED BY:

DATE:

SHEET NO.

DAT

ER

EVIS

ION

SM

ARK

GC

RD

OC

SP

OS

T O

FF

ICE

BO

X 3

52

86

F

IRM

LIC

EN

SE

NO

. F

-06

89

GR

EE

NS

BO

RO

, N

C 2

74

25

WW

W.E

NG

CO

NC

EP

TS

.CO

MO

FF

ICE

33

6 6

05

80

20

8

14'-0"

7R3

R O O F P L A N 1/8" = 1'-0"FY196012-PL01BLDG #3 TRAM OFFICE (ALT. G-2)

8R3

R O O F P L A N 1/8" = 1'-0"FY196012-PL01BLDG #4 WILD BURGER

10R3

R O O F P L A N 1/8" = 1'-0"FY196012-PL01BLDG #6 PRAIRIE RESTROOMS

9R3

R O O F P L A N 1/8" = 1'-0"FY196012-PL01BLDG #5 PRAIRIE POPCORN

6R3

R O O F P L A N 1/8" = 1'-0"FY196012-PL01BLDG #2 CART STORAGE (ALT. G-1)

1

5

TYP.@HIP

5

5

TYP.@HIP

TYP.@HIP

1

5

TYP.@HIP

1 TYP. @EAVE

BUILDING WALLBELOW

BUILDING WALLBELOW

TYP.@HIP

5

BUILDINGWALL BELOW

TYP. @

VALLEY

1TYP. @EAVE

BUILDING WALLBELOW

BUILDINGWALL BELOW

KITCHENEXHAUST

3

NOTE: NO INSULATED SPACES INCART STORAGE. NON-CONDITIONUTILITY BLDG.

CEMENTITOUSDECKING WITH

INSULATION

CEMENTITOUSDECKINGWITHOUT

INSULATION


INSULATION


INSULATION

CEM

EN

TITO

US

DEC

KIN

G W

ITH

INS

ULA

TIO

N

CEM

EN

TITO

US

DEC

KIN

GW

ITH

OU

TIN

SU

LATI

ON

SNOWGUARDS




SNOWGUARDS,TYP. RE:DETAIL1/R7.

SNOWGUARDS,TYP. RE:DETAIL1/R7

4TY

P. @

VEN

T

4TY

P. @

VEN

T

4TY

P. @

VEN

T

TYP

. @VE

NT

4

42'-8

"

31'-4"

63'-0

"

36'-0"

27'-0

"

ALT. G-3 SERVICEPLATFORMS

36'-0

"

50'-0"

67'-8

"

EXISTING COM/DATA/TV.CONTRACTOR TO COORD.RELOCATION IN ORDER TOACHIEVE UNINTERRUPTEDSERVICE.

41'-0"

47'-6

"

32'-0"

3A

3B

2

4

5

8

SIM

CRICKET

7

PRAIRIE POPCORNSIGN. SEE 10/R7FOR SIGNATTACHMENT.

WILD BURGERSIGNAGE. SEE10/R7 FOR SIGNATTACHMENT.





TYP. @EAVE

1

TYP. @EAVE

TYP. @EAVE

56'-4

"

32'-0"

55

5

5

51

CEM

EN

TITOU

SD

ECKIN

GW

ITHIN

SU

LATION

CEM

EN

TITOU

SD

ECKIN

GW

ITHO

UT

INS

ULATIO

N

N

N

NN N

BUILDING #2 - DESIGN PRESSURES (PSF)PRESSURES DIMENSIONS


-20.3 PSF -30.8 PSF -40.7 PSF 3.2 FEET

PERIMETER PRESSURE APPLIED IN ACCORDANCE WITH ASCE7-10 AT EAVE AND TO EACH SIDE OF ALL APPLICABLE RIDGES,HIPS, AND VALLEYS WITHIN BUILDING/REGION NOTED, BASEDUPON PERIMETER DIMENSION DEFINED.

3.2 FEET



-20.3 PSF -30.8 PSF -40.7 PSF 3.2 FEET


3.2 FEET



-20.3 PSF -30.8 PSF -40.7 PSF 3.6 FEET


3.6 FEET



-20.3 PSF -30.8 PSF -40.7 PSF 4.1 FEET


4.1 FEET



-20.3 PSF -30.8 PSF -40.7 PSF 3.2 FEET


3.2 FEET

BUILDING #2 - DEAD LOADSEXISTING ROOF LOAD 17.5 PSFREPLACEMENT ROOF 16.3 PSFNET LOAD CHANGE 1.2 PSF





2R3

E L E V A T I O N 1/8" = 1'-0"FY196012-EL01BLDG #3 TRAM OFFICE (ALT. G-2)

± 9'-0

126

0'-0"


1 TYP. @EAVE

5 TYP. @RIDGE ± 18'-0


3AR3

E L E V A T I O N 1/8" = 1'-0"FY196012-EL01BLDG #4 WILD BURGER

± 9'-0"

± 9'-0"

126

126

0'-0"

0'-0"

KITCHENEXHAUST FAN

KITCHENEXHAUST FAN



1 TYP. @EAVE

5 TYP. @RIDGE

1 TYP. @EAVE

5 TYP. @RIDGE

3BR3

E L E V A T I O N 1/8" = 1'-0"FY196012-EL01BLDG #4 WILD BURGER


± 18'-0"

± 18'-0"

ALT. G-3 SERVICE PLATFORM TOCOMPLY WITH NC MECH. CODE SEC.306.5.1. SEE SHEET R8 FORPLATFORM ATTACHMENT TOEXISTING STRUCTURAL MEMBERS.CONTRACTOR TO COORDINATEFABRICATION AND INSTALLATION.

IRON HEN SIGNAGE. REMOVEPROVIDE SAFE STORAGE &REPLACE. SEE 10/R7 FORNEW SIGNAGEATTACHMENT DETAIL.

5R3

E L E V A T I O N 1/8" = 1'-0"FY196012-EL01BLDG #6 PRAIRIE RESTROOMS

± 9'-0"

126

0'-0"


1 TYP. @EAVE

5 TYP. @RIDGE ± 18'-0"

4R3

E L E V A T I O N 1/8" = 1'-0"FY196012-EL01BLDG #5 PRAIRIE POPCORN

± 9'-0"

0'-0"

NEW STANDINGSEAM METAL ROOF 12

61 TYP. @

EAVE

5 TYP. @RIDGE ± 18'-0"

IRON HEN SIGNAGE. REMOVEPROVIDE SAFE STORAGE & REPLACE.SEE 10/R7 FOR NEW SIGNAGEATTACHMENT DETAIL.

GENERAL REPAIR NOTES:1. ROOF SLOPE IS 6:12 UNLESS

OTHERWISE NOTED.

2. ALL SERVICE PLATFORMDIMENSIONS ARE APPROXIMATE& SHALL BE FIELD DETERMINED.MIN. PLATFORM AND STAIRDIMENSIONS TO BE 36"

3. FIELD VERIFY ALL CONDITIONS& LOCATION OF STRUCTURALMEMBERS FOR LOCATINGSERVICE PLATFORMS & STAIRS


1R3

E L E V A T I O N 1/8" = 1'-0"FY196012-EL01BLDG #2 CART STORAGE (ALT. G-1)

± 9'-0"

126

0'-0"


1 TYP. @EAVE

5 TYP. @RIDGE

± 17'-0

PLUMBING VENT SEE REPAIRTYPE 2 FOR VENT RELOCATION

EXIST. UTILITIESDATA & COM


THIS ROOF HATCHREPRESENTS NEWSTANDING SEAMMETAL ROOFINGSYSTEM WITHCEMENTITOUSDECKING


KITCHEN HOODEXHAUST

ALT G-3 KITCHEN HOODEXH. SERVICE PLATFORM

THIS ROOF HATCHREPRESENTS NEWSTANDING SEAMMETAL ROOFINGSYSTEM WITHINSULATEDCEMENTITOUSDECKING

RO

OF

REP

AIR

PLA

NS

AN

D E

LEVA

TIO

NS

R3

5 24 3 1

SHAK

E R

OO

F RE

PLAC

EMEN

T NO

RTH

AMER

ICAN

ASH

EBO

RO

, NO

RTH

CA

RO

LINA

FY196012

PBL

TBL

RGK

12-16-2019

JOB NO.

DESIGNED BY:

DRAWN BY:

APPROVED BY:

DATE:

SHEET NO.

DAT

ER

EVIS

ION

SM

ARK

GC

RD

OC

SP

OS

T O

FF

ICE

BO

X 3

52

86

F

IRM

LIC

EN

SE

NO

. F

-06

89

GR

EE

NS

BO

RO

, N

C 2

74

25

WW

W.E

NG

CO

NC

EP

TS

.CO

MO

FF

ICE

33

6 6

05

80

20

3R4

R O O F P L A N 1/8" = 1'-0"FY196012-PL01BLDG #7 JUNCTION SPRINGS CAFE

8

TYP.@EAVE

1

BUILDING WALLBELOW

5

6

TYP.

@ H

IP

TYP. @VALLEY

8TYP. @VALLEY

KITCHENEXHAUST

3

KITCHENEXHAUST

CEMENTITOUS

DECKING

WITH

INSULA

TION

CEMENTITOUS

DECKING

WITHOUT

INSULA

TION

CEMENTITOUS

DECKING

WITH

INSULA

TION

CEMENTITOUS

DECKING

WITHOUT

INSULA

TION

CEMENTITOUS

DECKING

WITH

INSULA

TION

CEMENTITOUS

DECKING

WITHOUT

INSULA

TION


4 TYP. @VENT

4 TYP. @VENT

4 TYP. @VENT

45'-4

"

20'-0"

20'-0

"

45'-4"33

'-3" 23

'-4"

24'-0"

23'-4

"

39'-3"

45'-4

"

26'-0"

20'-0

"

45'-4"

33'-3

"

26'-0"

33'-3"

TYP. @EXH. FAN

54

JUNCTION SPRINGCAFE SIGNAGE.SEE 10/R7 FORSIGN ATTACHMENT.




ALT. G-3 SERVICEPLATFORMS

1

2

N

2R4

E L E V A T I O N 1/8" = 1'-0"FY196012-EL01BLDG #7 JUNCTION SPRINGS CAFE

1R4

E L E V A T I O N 1/8" = 1'-0"FY196012-EL01BLDG #7 JUNCTION SPRINGS CAFE

± 9'-0"

± 9'-0"

126

126

126

0'-0"

0'-0"

KITCHENEXHAUST FAN

KITCHENEXHAUST FAN



ALT. G-3 SERVICE PLATFORM TO COMPLY WITH NC MECH. CODESEC. 306.5.1 SEE SHEET R8 FOR PLATFORM ATTACHMENT TOEXISTING STRUCTURAL MEMBERS. CONTRACTOR TOCOORDINATE FABRICATION AND INSTALLATION.

ALT. G-3 SERVICE PLATFORMS TO COMPLY WITH NCMECH. CODE SEC. 306.5.1 SEE SHEET R8 FOR PLATFORMATTACHMENT TO EXISTING STRUCTURAL MEMBERS.CONTRACTOR TO COORDINATE FABRICATION ANDINSTALLATION.

1 TYP. @EAVE

5 TYP. @RIDGE

1 TYP. @EAVE

5 TYP. @RIDGE

RELOCATE PLUMBING VENT BETWEENSTANDING SEAMS. SEE REPAIR TYPE 2 FORPLUMBING VENT RELOCATION INSTRUCTIONS.



± 20'-0"

± 20'-0"

EXISTING "JUNTION SPRINGS CAFE"SIGNAGE. REMOVE PROVIDE SAFESTORAGE & REPLACE. SEE 10/R7FOR NEW SIGNAGE ATTACHMENTDETAIL.

6






KITCHEN HOODEXHAUST


OTHERWISE NOTED.






BUILDING #7 - DESIGN PRESSURES (PSF)REGION PRESSURES DIMENSIONS


1

2

4

-20.3 PSF

-20.3 PSF

-20.3 PSF

-30.8 PSF

-30.8 PSF

-30.8 PSF

-40.7 PSF

-40.7 PSF

-40.7 PSF

4.6 FEET

3 FEET

4 FEET

PERIMETER PRESSURE APPLIED IN ACCORDANCE WITH ASCE 7-10 AT EAVEAND TO EACH SIDE OF ALL APPLICABLE RIDGES, HIPS, AND VALLEYS WITHINBUILDING/REGION NOTED, BASED UPON PERIMETER DIMENSION DEFINED.

-KEY-DESIGN PRESSURE

REGIONS

2

21

1

3

4

4.6 FEET

4.6 FEET

N/A

BUILDING #7 DEAD LOADS


REGION 2

REGION 3



3 -20.3 PSF -30.8 PSF -40.7 PSF 3 FEET 3 FEET


RO

OF

REP

AIR

PLA

NS

AN

D E

LEVA

TIO

N

R4

5 24 3 1

SHAK

E R

OO

F RE

PLAC

EMEN

T NO

RTH

AMER

ICAN

ASH

EBO

RO

, NO

RTH

CA

RO

LINA

FY196012

PBL

TBL

RGK

12-16-2019

JOB NO.

DESIGNED BY:

DRAWN BY:

APPROVED BY:

DATE:

SHEET NO.

DAT

ER

EVIS

ION

SM

ARK

GC

RD

OC

SP

OS

T O

FF

ICE

BO

X 3

52

86

F

IRM

LIC

EN

SE

NO

. F

-06

89

GR

EE

NS

BO

RO

, N

C 2

74

25

WW

W.E

NG

CO

NC

EP

TS

.CO

MO

FF

ICE

33

6 6

05

80

20

9R5

R O O F P L A N 1/8" = 1'-0"FY196012-PL01BLDG #8 KIDS JUNCTION GIFTS

TYP.@HIP

TYP. @EAVE

1

BUILDING WALLBELOW

5

KIDS JUNCTION SIGNAGE.SEE 10/R7 FOR SIGNATTACHMENT

TICKET WINDOWSIGNAGE. SEE10/R7 FOR SIGNATTACHMENT.

EXISTING COM/DATA/TV. CONTRACTORTO COORDINATE RELOCATION IN ORDERTO ACHIEVE UNINTERRUPTED SERVICE.


INSULATION


INSULATION


4 TYP. @VENT

4 TYP. @VENT

78'-1

0"

41'-0"

2

EXISTING COM/DATA/TV. CONTRACTOR TO COORDINATERELOCATION IN ORDER TO ACHIEVE UNINTERRUPTED SERVICE.



N



-20.3 PSF -30.8 PSF -40.7 PSF 4.1 FEET

PERIMETER PRESSURE APPLIED INACCORDANCE WITH ASCE 7-10 ATEAVE AND TO EACH SIDE OF ALLAPPLICABLE RIDGES, HIPS, ANDVALLEYS WITHIN BUILDING/REGIONNOTED, BASED UPON PERIMETERDIMENSION DEFINED.4.1 FEET


2R5

E L E V A T I O N 1/8" = 1'-0"FY196012-EL01BLDG #8 KIDS JUNCTION GIFTS

± 9'-0"

126

0'-0"


JUNCTION SOFFITSIGNAGE TO REMAIN

1

5 TYP. @RIDGE

TYP. @EAVE

JUNCTION GIFTS SIGNAGE. REMOVEPROVIDE SAFE STORAGE, REPAINT& REPLACE. SEE 10/R7 FOR NEWSIGNAGE ATTACHMENT DETAIL.

JUNCTION GIFTS SIGNAGE.REMOVE PROVIDE SAFESTORAGE, REPAINT ANDREPLACE. SEE 10/R7 FORNEW SIGNAGEATTACHMENT DETAIL.

± 18'-0"

6R5

E L E V A T I O N 1/8" = 1'-0"FY196012-EL01BLDG #9 JUNCTION PIZZA CAFE

± 9'-0"

126

0'-0"


PIZZA CAFE SIGNAGE. REMOVEPROVIDE SAFE STORAGE, REPAINT& REPLACE. SEE 10/R7 FOR NEWSIGNAGE ATTACHMENT DETAIL.

ALT. G-3 SERVICE PLATFORMS TO COMPLYWITH NC MECH. CODE SEC. 306.5.1. SEESHEET R8 FOR PLATFORM ATTACHMENTTO EXISTING STRUCTURAL MEMBERS.CONTRACTOR TO COORDINATEFABRICATION AND INSTALLATION.

KITCHEN EXHAUST FAN

± 18'-0"






KITCHEN HOODEXHAUST


OTHERWISE NOTED.






10R5

R O O F P L A N 1/8" = 1'-0"FY196012-PL01BLDG # 9 JUNCTION PIZZA CAFE

5

TYP. @HIP

PIZZA CAFE SIGNAGE.SEE 10/R7 FOR SIGNATTACHMENT

EXISTINGKITCHENEXHAUST

1 TYP. @EAVE

BUILDINGWALLBELOW

10


INSULATION


INSULATION


4 TYP. @VENT

6

1211


3ALT. G-3 SERVICE PLATFORMS TO COMPLYWITH NC MECH. CODE SEC. 306.5.1. SEE SHEETR8 FOR PLATFORM ATTACHMENT TO EXISTINGSTRUCTURAL MEMBERS. CONTRACTOR TOCOORDINATE FABRICATION AND INSTALLATION.

N



-20.3 PSF -30.8 PSF -40.7 PSF 3.2 FEET


3.2 FEET


11R5

ROOF PLAN 3/16" = 1'-0"FY196012-PL01BLDG #9 ENLARGED ROOF PLAN

10

3'-0

"

CRICKET

3

3'-0"

RELOCATE EXHAUSTFAN SERVICE HINGETO HIGH SIDE. SEE R9FOR REPAIR TYPE '4'

RELOCATE PLUMBING VENT BETWEENSTANDING SEAMS. SEE REPAIR TYPE 2FOR PLUMBING VENT RELOCATIONINSTRUCTIONS.

SIM

EXISTING KITCHENEXHAUST FAN

ALT. G-3 SERVICE PLATFORMS TOCOMPLY WITH NC MECH. CODE SEC.306.5.1 SEE SHEET R8 FOR PLATFORMATTACHMENT TO EXISTING STRUCTURALMEMBERS. CONTRACTOR TOCOORDINATE FABRICATION &INSTALLATION.

TYP

@ F

AN

OUTSIDE OF BLDG.WALL BELOW

N

8'-7"

10

KITCHENEXHAUST

SNOWGUARDS

TYP. @

EXH. FAN

4'-7"

9'-11

"

4R5


ALT. G-3 SERVICE PLATFORMS TO COMPLYWITH NC MECH. CODE SEC. 306.5.1 SEE SHEETR8 FOR PLATFORM ATTACHMENT TO EXISTINGSTRUCTURAL MEMBERS. CONTRACTOR TOCOORDINATE FABRICATION AND INSTALLATION.

DO NOT RELOCATE THISSERVICE EXHAUST FANHINGE. SEE REPAIRTYPE '4' ON R9 FORCHAIN SWING LIMITER.

CRICKET

CRICKET

4'-0"

EXIST. KITCHENEXHAUST FAN

DOWN RELOCATEEXHAUST FANSERVICE HINGETO HIGH SIDE.SEE R9 FORREPAIR TYPE '4'


RELOCATE EXHAUST FAN SERVICE HINGETO HIGH SIDE. SEE R9 FOR REPAIR TYPE '4'

8'-10

"

N


1

7R5


10

ALT. G-3 SERVICEPLATFORMS TO COMPLYWITH N.C. MECH. CODESEC. 306.5.1 SEE SHEETR8 FOR PLATFORMATTACHMENT TO EXIST.STRUCTURAL MEMBERS.CONTRACTOR TOCOORDINATE FABRIC. &INSTALLATION.

CRICKET


TYP

. @E

XH. F

AN

6'-8"

3'-0

"

3S

IM.




N5

R5FRAMING PLAN 3/16" = 1'-0"

FY196012-PL01BLDG #7 ENLARGED ROOF FRAMING PLAN

4'-0"TYP.

2'-6" 2'-0"

TRUSS

BLOCKING FORKITCHEN EXHAUSTEQUIPMENT OPENING

GIRDERTRUSS

2'-6"

2'-0"

OUTLINE OFKITCHEN EXH.PLATFORMABOVE

1

10

2X8 ROOF FRAMING@ 16" O.C.

OUTSIDE OFBLDG. WALLBELOW

OUTLINE OF KITCHENEXH. PLATFORM ABOVE

BLOCKING FOR KITCHENEXHAUST EQUIPMENTOPENING

N

8R5

FRAMING PLAN 3/16" = 1'-0"FY196012-PL01BLDG #4 ENLARGED FRAMING PLAN

10

4'-0"

GIRDERTRUSS

TRUSS

4'-0" 4'-0" BUILDINGWALLBELOW

OUTLINE OFKITCHEN EXH.PLATFORMABOVE


3S

IM.

2X8 ROOFFRAMING@ 16" O.C.


N

TYP

. @E

XH. F

AN


12R5

FRAMING PLAN 3/16" = 1'-0"FY196012-PL01BLDG #9 ENLARGED ROOF FRAMING PLAN

10


TRUSS

2X8 ROOF FRAMING@ 16" O.C.

4'-0"4'-0"

GIRDER TRUSS

2'-0

"

2'-6"

3S

IMTY

P@

FAN


N

10

TYP.

@FAN

SNOW GUARDS

ALT. G-3 SERVICE PLATFORMSTO COMPLY WITH NC MECH.CODE SEC. 306.5.1 SEE SHEET R8FOR PLATFORM ATTACHMENT TOEXIST. STRUCTURAL MEMBERS.CONTRACTOR TO COORDINATEFABRICATION & INSTALLATION.

1R5



STAINLESS STEELGREASE DRIP PAN

CRICKET


3'-0"

3'-0"

3


N

3R5

FRAMING PLAN 3/16" = 1'-0"FY196012-PL01BLDG #1 ENLARGED ROOF FRAMING


GIRDERTRUSS

TRUSS

4'-0"

2'-0"

10

2'-6"

4'-0"

3TYP. @

EXH. FAN

BLOCKING FOR KITCHENEXHAUST EQUIPMENT OPENING


N

ENLA

RG

ED R

OO

F R

EPA

IR P

LAN

S A

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ELE

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5 24 3 1

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ICAN

ASH

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FY196012

PBL

TBL

RGK

12-16-2019

JOB NO.

DESIGNED BY:

DRAWN BY:

APPROVED BY:

DATE:

SHEET NO.

DAT

ER

EVIS

ION

SM

ARK

GC

RD

OC

SP

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BO

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52

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WW

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33

6 6

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80

20

4R6

S E C T I O N 1 1/2" = 1'-0"FY196012-D001TYP JAMB @ CLEARSTORY

34 TURN UP

3R6

S E C T I O N 1 1/2" = 1'-0"FY196012-D001TYP AT CLERESTORY WINDOW

GLU-LAMBEAM

EXISTING CEMENTITOUSDECKING WITHINTEGRATED NAILER

10R6

S E C T I O N 1 1/2" = 1'-0"FY196012-D001TYP @ KITCHEN EXHAUST FAN

SELF ADHERED ICE& WATER SHIELD

BLOCKING

SEALANT ON VERT.LEG & UNDER Z-CLOSURE

6R6

S E C T I O N 1 1/2" = 1'-0"FY196012-D001DIFFERENTIAL EAVE HEIGHTS @ SPRINGS CAFE

1R6

S E C T I O N 1 1/2" = 1'-0"FY196012-D001TYP AT PREFABRICATED WALL PANEL

BLOCKING

SELF ADHEREDICE & WATERSHIELD LAPPEDOVER STARTERSTRIP

CONTINUOUSCLEAT

SHINGLE LAP FIELDAREA SELF ADHEREDICE & WATER SHIELDON TOP OF EAVEAPPLIED ICE ANDWATER SHEILD

Z-CLOSUREWALL COUNTERFLASHING

612

STANDING SEAMMETAL ROOF 24 GA.PRE- FINISHED GALV.STEEL PANEL, FIELDSEAMED

CONCEALED CLIP& FASTENERS

PREFABRICATED METALWALL PANEL. PROVIDECOPING TO SEAL TOPOF SYSTEM.

125.5


GLU-LAM BEAM

GLU-LAM BEAM

SEALANT ON VERT. LEGAND UNDER Z-CLOSURE

2R6

P L A N NTSFY186141-D006PREFABRICATED WALL PANEL

PREFINISHED METALWALL PANEL. SELF-ADHERED

ICE & WATERSHIELD

EXISTING T1-11SIDING

NEW PLYWOOD

EXISTING CEMENTITOUSDECKING WITHINTEGRATED NAILER

312"

BLOCKING

EXISTING KITCHENEXHAUST

EXISTING EXHAUST CURB

BLOCKING

NEW PLYWOOD

2R6

EXTEND ICE ANDWATER SHIELD UPAND OVER CURB

EXISTING KITCHENEXHAUST

11R6

S E C T I O N 1 1/2" = 1'-0"FY196012-D001ALT. G-4 NEW EXH. FAN CURB

12" PLYWOOD SHEATHING OVER

POLYISOCYANURATE INSULATIONBOARD CRICKET. 1

2" PER 1'-0" SLOPE.

CONTINUOUS ICE& WATER SHIELD

NEW PREFABRICATEDFIBERGLASS BATT.INSULATED 18 GA. GALV.STEEL DOUBLE SHEELCURB.

BLOCKING

WOOD TRUSSBEYOND

7R6

S E C T I O N 1 1/2" = 1'-0"FY196012-D001TYP. CONDUIT FLASHING

CONDUITFLASHING

SEAL AT TOP PER PIPE BOOTMANUF'S RECOMMENDATIONS& INSTALLATION GUIDELINES

ICE & WATERSHIELD

SHEATHING

ELECTRICALCONDUIT

EXTEND STAINLESS STEELPAN 12" UNDER ROOF PANELS.

12" PLYWOOD SHEATHING OVER

POLYISOCYANURATE INSULATIONBOARD CRICKET. 1

2" PER 1'-0" SLOPE.

CONTINUOUS METAL FLASHING TO MATCHSTANDING SEAM ROOF. RE3/R7 FOR TYPCURB & CRICKET REQUIREMENTS

CONTINUOUS ICE& WATER SHIELD

EXTEND ICE ANDWATER SHIELD UPAND OVER CURB

RE: 3/R7 FOR FLASHINGAND TERMINATION

NEW FLASHING

EPDM PIPE BOOT SET IN CONT. BEADOF SEALANT & FASTENED TO METALROOF PANELS WITH SELF DRILLINGEPDM WASHER SCREWS. SPACINGPER MANUF'S INSTRUCTIONS.

FILL VOID WITH 2LB. CLOSE-CELL,FLEXIBLE, SPRAYFOAM

BACKER ROD & POLY-URETHANE SEALANT@ VOID.

METAL TRIM FLASHINGWITH HEMMED EDGE

FASTENER

WRAP HEAD WITHSELF ADHERED ICE& WATER SHIELD

WINDOW HEADFLASHING

NEW WINDOW

T1-11 SIDING

GLU-LAM HEADER

REFER TO SHEETR7 FOR TYP. NOTESNOT SHOWN HERE.

Z-CLOSURE

REFER TO SHEETR7 FOR TYP. NOTESNOT SHOWN HERE.

CONTINUOUSCLEAT

TURN DOWN SELFADHERED ICE &WATER SHIELD

REFER TO SHEET R7 FORTYP. CURB & CRICKETTERMINATION NOTESNOT SHOWN HERE.

FLASHING

INSTALL NEWBLOCKING TOFASTEN WALLPANELS

RE: 3/R7 FOR FLASHINGAND TERMINATION

NEW FLASHING

CONTINUOUS METAL FLASHING TOMATCH STANDING SEAM ROOF. RE3/R7FOR TYP CURB TERMINATION DETAIL

REPLACE WOODFASCIA AS REQ'D

HEAD WALL FLASHING

612

STANDING SEAMMETAL ROOF 24GAUGE

125.5

NEW PLYWOOD

4R6

NEW WINDOW

SELF DRILLING EPDM WASHERSCREWS. SPACING PERMANUF'S INSTRUCTIONS.

STANDING SEAM METAL ROOF24 GA. PRE- FINISHED GALV.STEEL PANEL, FIELD SEAMED

NEW PLYWOOD

ICE & WATERSHIELD

SILLFLASHING

EXISTINGT1-11

NEW WINDOW

T1-11 SIDINGWRAP JAMB WITHICE & WATER SHIELD

NEW PLYWOOD

METAL PANEL END FLASHING

SELF-ADHERED HI-TEMP ICE &WATER SHIELD AS SEPARATORFOR DISSIMILAR METALS

FASTENER

EXISTINGCEMENTITOUSDECKING WITHINTEGRATEDINSULATION &NAILER

STANDING SEAMMETAL ROOF 24 GA.PRE- FINISHED GALV.STEEL PANEL, FIELDSEAMED


EPDM PIPE BOOT SET INCONT. BEAD OF SEALANTAND FASTENED TO METALROOF PANELS

ICE & WATERSHIELDUNDERLAYMENT

WOOD TRUSS

SHEATHING

8R6

S E C T I O N 1 1/2" = 1'-0"FY196012-D001TYP AT PLUMBING VENT BOOT

EXIST. PLUMBING VENT SEEREPAIR TYPE '2' ON SHEETR9 FOR VENT RELOCATION

SELF DRILLING EPDM WASHERSCREWS. SPACING PERMANUF'S INSTRUCTIONS

CONT. BEAD OF SEALANT

SEAL AT TOP PER PIPE BOOTMANUF'S RECOMMENDATIONS& INSTALLATION GUIDELINES

3 12 "

2"1"

12 "

CONTINUOUS SELF ADHEREDICE & WATER SHIELD STARTERSTRIP TO MIRROR SHAPE &EXTENT OF FLASHING.

NEW PRESSURETREATEDPLYWOOD

5R6

I S O NTSFY196012-D001S.S. FLASH @ DIFF. EAVE HEIGHT

33 4"

16" MIN.

CONTINUOUS SELFADHERED ICE &WATER SHIELDBELOW METAL,WRAP ENTIRETRANSITION,SHINGLE LAPSEAMS

6"

6"

16"

33 4"

FLASHINGELEVATION

HIGH

LOW

HIGH

LOW

EXISTING T1-11SIDING

PREFINISHEDMETAL WALLPANEL.

PREFINISHED METALWALL PANEL.


PREFINISHEDMETAL WALL PANEL


EXTEND STAINLESS STEELPAN 12" UNDER ROOF PANELS.

GLU-LAM

SEALANT ONVERT. LEGAND UNDERZ-CLOSURE

34 TURN UP

FLASHING

S.S. CONTINUOUSEAVE PAN FLASHINGWITH DRIP EDGEFORMED TO SUITFIELD CONDTIONS.SEE 1/R7 FOR TYP.NOTES NOTSHOWN HERE.

EXTERIORROOF COVEREDNON-CONDITIONED

EXTERIORROOF COVEREDNON-CONDITIONED

INSTALL RIGID INSULATIONUNDER NEW PLYWOOD TOMAINTAIN POSITIVE SLOPE.

REFER TO SHEET R7 FORTYP. CURB & CRICKETTERMINATION NOTESNOT SHOWN HERE.

METAL TRIM FLASHINGWITH HEMMED EDGE

NEW WINDOW

WRAP SILL WITH ICE& WATERSHIELD

12R6

E L E V A T I O N NTSFY196012-D001CLEARSTORY WINDOWS

12R6

ICE & WATERSHIELD

3 R6

4R6

LOW

3 R6

HIG

H

± 1'

-6"

± 10'-6"

E.Q. E.Q. E.Q.

FIELD VERIFYALL DIMENSIONSAND SPACING

EXISTING WOODFRAMED WALL

APPLY CONT. PIECE OF ICEAND WATER SHIELD ALONGWIDTH OF WINDOW SILL. TURNUP EACH JAMB 6" MINIMUM.

NEWPLYWOOD

BLOCKING

OPENING SHOWN HEREAFTER DEMOLITION OFEXISTING ALUMINUMFRAMED CLEARSTORYGLAZING SYSTEM.

WINDOW SILLPAN STEP #1

6" M

IN.

PREFINISHEDMETAL SILL PANWITH SEALEDBACK & SIDEDAMS

9R6

ISOMETRIC N.T.SFY186141-D014WINDOW FLASHING SEQUENCE

APPLY CONT.PIECE OF ICE ANDWATER SHIELDALONG ENTIREWINDOW JAMB.AND LAP OVERS.S. SILL PAN

EXISTINGT1-11 SIDING

1 2" B

ACK

& EN

D D

AM

S

3" MIN.

ICE AND WATERSHIELD APPLIEDTO SHEATHING

LAP OVER ICE ANDWATER SHIELDAPPLIED BELOW

2" MIN.

BOTH SIDES



SILL PAN CAN ALSO ACTAS COUNTER-FLASHING.SEE SECTION.

REP

AIR

& W

IND

OW

FLA

SHIN

G D

ETAI

LS

R6

5 24 3 1

SHAK

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PLAC

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AMER

ICAN

ASH

EBO

RO

, NO

RTH

CA

RO

LINA

FY196012

PBL

TBL

RGK

12-16-2019

JOB NO.

DESIGNED BY:

DRAWN BY:

APPROVED BY:

DATE:

SHEET NO.

DAT

ER

EVIS

ION

SM

ARK

GC

RD

OC

SP

OS

T O

FF

ICE

BO

X 3

52

86

F

IRM

LIC

EN

SE

NO

. F

-06

89

GR

EE

NS

BO

RO

, N

C 2

74

25

WW

W.E

NG

CO

NC

EP

TS

.CO

MO

FF

ICE

33

6 6

05

80

20

1R7

S E C T I O N 3" = 1'-0"FY196012-D004TYPICAL EAVE DETAIL

NEW WOOD 1xFASCIA BOARDS ANDSOFFIT TRIM, STAINTO MATCH EXISTING.

STANDING SEAM METAL ROOFWITH CONCEALED ANCHOR CLIPSAND FIELD-FORMED SEAMED.

CONTINUOUS SELF-ADHERED ICE &WATER SHIELDOVER EXISTINGCEMENTITIOUSROOF DECKING.

CONTINUOUSCLEAT

EAVE FLASHINGW/ DRIP EDGEFASTEN @ 16" O.C.

3"

334"

ICE

AN

DW

ATER

SH

IELD

EDGE HEMOVER DRIPEDGE

CONTINUOUS SELF- ADHEREDICE & WATER SHIELDSTARTER STRIP. LAP ONTOFASCIA AS SHOWN. MINIMUM 12"LAP ONTO CEMENTITIOUSDECKING.

EXISTING T1-11 SOFFITPANEL TO REMAIN. IF WATERDAMAGED SOFFIT PANELSARE ENCOUNTERED,REPLACE IN ACCORDANCEWITH REPAIR TYPE '3'.

WOOD TRUSS OR WOODFRAMING BEYOND

CEMENTITIOUS CONCRETEROOF PANEL W / INTEGRALNAILER. REPLACEDISCOVERED WATERDAMAGED PANELS INACCORDANCE WITHREPAIR TYPE '1'

3R7

S E C T I O N 3" = 1'-0"FY196012-D004TYPICAL SKYLIGHT DETAIL

16" MINIMUM

LAP AT CRICKET METAL/

ICE & WATER SHIELD

EXTEND BASE LAYER OF ICE

AND WATER SHIELD MINIMUM

4" PAST METAL CRICKET

FLASHING. MAINTAIN

CONTINUOUS ICE AND WATER

SHIELD USE 4" (MIN.) SHINGLE

LAPS WERE NECESSARY.

4"MIN.

12" PLYWOOD SHEATHING

OVER POLYISOCYANURATEINSULATION BOARD CRICKET.12" PER 1'-0" SLOPE.

CONTINUOUS METAL FLASHING TO MATCH STANDINGSEAM ROOF. EXTEND UP AND OVER CRICKET ANDCURB, TERMINATE AS SHOWN. OVER CONTINUOUS ICEAND WATER SHIELD FORM UP AND OVER CRICKET ANDSKYLIGHT CURB AS SHOWN.

CONTINUOUS ICE AND WATER SHIELD

NEW ALUMINUM FRAMED SKYLIGHTWITH TRANSLUCENT PANEL

COUNTER FLASHING HEMMED OVER 'Z'CLOSURE METAL. PROFILE CLOSUREMETAL TO MATCH STANDING SEAM.

INSTALL AND TOOL SEALANT ATVERTICAL LEG AND UNDER 'Z' CLOSUREMETAL BEFORE PLACEMENT OF HEMMEDCOUNTER FLASHING

CONCEALEDANCHOR CLIP

1-1/2" STANDING SEAMPANEL ROOF SYSTEM

ADD NEW BLOCKING TO SUIT SKYLIGHTSIZE AND ACHIEVE MINIMUMDIMENSIONS SHOWN.

3" MIN.

ABOVE

CRICKET

PERIMETER SEALANTON THREE SIDES,LEAVE LOWER ENDOPEN.

2R7

S E C T I O N 3" = 1'-0"FY196012-D004TYPICAL @ STANDING SEAM

REPRESENTS

NON-INSULATED

ROOF DECK

PANEL

REPRESENTS

INSULATED

ROOF DECK

PANEL

1 12" STANDING SEAM METAL

ROOF PANEL WITH CONCEALEDCLIP

CONTINUOUSSELF-ADHERED ICEAND WATER SHEILDOVER EXISTINGCEMENTITIOUSDECKING

CEMENTITOUSDECKING PANEL

A-A

16" O.C.

11 2"

SECTION A-APANEL PROFILE

STANDING SEAM PANELWITH STIFFENER RIBS

CONCEALEDANCHOR CLIP

8R7

S E C T I O N 3" = 1'-0"FY196012-D004TYPICAL VALLEY DETAIL

5R7

S E C T I O N 3" = 1'-0"FY196012-D004TYP AT RIDGE

4R7

S E C T I O N 3" = 1'-0"FY196012-D004TYPICAL PIPE PENETRATION

EXISTING VENT PIPING

FOR ALL EXISTING VENT PIPES-INSTALL NEW SCHEDULE 40PVC PIPE THROUGH ROOFPENETRATION. CONNECT TOEXIST. PIPING USING NO HUBOR HUB FITTING TO COMPLYWITH NC PLUMBING CODE.FIELD VERIFY & MATCHEXISTING PIPE DIAMETER

4" MIN

.

COORDINATE NO HUB FITTING TOABOVE ACOUSTICAL TILE CEILINGS.

RELOCATE EXISTING VENTS ASREQUIRED BETWEEN STANDINGSEAMS. REFER TO R9 REPAIRTYPE '2'

NEW FLEXIBLE FLASHINGBOOT AT ALL VENT PIPEPENETRATIONS. ASSEMBLYTO HAVE ALUMINUMCOLLAR. SET BASE FLANGEIN COMPATIBLE SEALANT.

BACKER ROD ANDPOLYURETHANESEALANT AT VOID.

FILL VOID WITH 2 LB.CLOSE-CELL, FLEXIBLE,SPRAY FOAM

STANDING SEAM RIBBEYOND.

6" 6"

RIDGE CAP HEMMED OVER 'Z'CLOSURE METAL. PROFILECLOSURE METAL TO MATCHSTANDING SEAM.

INSTALL AND TOOLSEALANT AT VERTICAL LEGAND UNDER 'Z' CLOSUREMETAL BEFOREPLACEMENT OF HEMMEDCOUNTER FLASHING

GLU-LAM OR WOOD TRUSS

TYPICAL,CEMENTITIOUSDECKING PANEL

STANDING SEAMMETAL ROOFINGPANEL OVERCONTINUOUSSELF-ADHERED ICEAND WATER SHIELD

ICE AND WATER SHIELDBASE LAYER UNDERCRICKET METAL

ICE AND WATER SHIELDLAP OR "STRIP-IN" SHEETFROM ABOVE

6"

12"

4"

EXPOSED VALLEY

METAL

EXTENT VALLEY METAL

MIN. EXTEND

BASE LAYER

ICE AND

WATER

SHIELD PAST

VALLEY METAL

18" MINIMUM VALLEY METAL

HEMMED EDGEOF STANDINGSEAM PANELBASE LAYER

SELF-ADHEREDICE AND WATERSHIELD

VALLEY METAL

ICE AND WATERSHIELD LAPLAYER

CONTINUOUS CLEAT, SETIS SEALANT FASTENED TODECKING.

6R7

S E C T I O N 3" = 1'-0"FY196012-D004TYPICAL PLATFORM FLASHING/SEALING

NEW FLEXIBLE FLASHINGBOOT AT ALL PLATFORMANCHORS. ASSEMBLY TOHAVE ALUMINUM COLLAR.SET BASE FLANGE INCOMPATIBLE SEALANT.

POLYURETHANE SEALANT CANTTO FILL VOIDS AND PROVIDESMOOTH TRANSITIONS FOR ICE& WATER SHIELD

SELF-ADHEREDICE AND WATERSHIELD.

STANDING SEAM RIBBEYOND.

SERVICEPLATFORMBASE-PLATE

CLAMP-STYLE SNOW GUARDSATTACHED TO STANDING SEAM.PROVIDE 2 ROWS STAGGER AT 24" AND30" FROM EAVE, TYP. AROUND ENTIREROOF PERIMETER. RE: SPECIFICATIONSFOR ADDITIONAL INFORMATION.

EPDM PIPE BOOT SET IN CONT. BEAD OF SEALANT& FASTENED TO METAL ROOF PANELS WITH SELFDRILLING EPDM WASHER SCREWS. SPACING PERMANUFACTURERS INSTRUCTIONS.

TURN UP PAN 3 4" MIN.TYPICAL AT ALLCOUNTERFLASHINGTERMINATIONS AND ZCLOSURES

ADD/ALT. G-3KITCHEN EXHAUST FANSERVICE PLATFORMS

S.S. CLAMP & SEALANT

S.S. CLAMP & SEALANT

SEE 6/R8 FORCONNECTIONDETAILS. ADJUSTBLOCKING TO SUITFIELD CONDITIONS

10R7

S E C T I O N 1 1/2" = 1'-0"FY196012-D001TYPICAL SIGNAGE ATTACHMENT

EXISTINGSIGNAGE OFVARIOUS SIZESAND MATERIALSSALVAGED FORREINSTALLATION.

NEW STEEL SIGNAGESUPPORT FRAME WELDEDTO ROOF CURB.

TYP. ROOFTERMINATIONWITH Z CLOSUREMETAL ANDSEALANT

TYPICAL CRICKETAND ROOFTERMINATION

NEW FORMED STEEL ROOFCURB.

U-CHANNEL ORMISC. LIGHT GA.FRAMING TOSUIT SIGNAGEATTACHMENT

3"3"

3"3" BREAK METAL WITH SEALANT

CANT FOR SURFACETERMINATION ALL 4 SIDES

1 12" SQUARE TUBE POST, (3) PER

FRAME CONTINUOUS 14" FILLET

WELDS TO CURB BELOW

1 12" SQUARE TUBE TOPRAIL 1

4" FILLET WELD ALLCONTACT POINTS, FILLENDS SOLID

4" x 2 12" x 3

16" ANGLECONTINUOUS 1

4" FILLET WELD ATALL CONTACT POINTS TO POST

GENERAL DESCRIPTION AND NOTES:1. THE INTENT OF THIS CURB AND

FRAME ASSEMBLY IS TO PROVIDETHE CLIENT WITH A PERMANENT,FIXED, AND WATERTIGHT FRAMEFOR MOUNTING SIGNAGE.

2. THE ASSEMBLY IS INTENDED TOOFFER FLEXIBILITY WITH RESPECTMOUNTING EXISTING AND FUTURESIGNAGE.

3. PROVIDE 3 ROOF CLAMPSATTACHED TO STANDING SEAM RIBBEHIND FRAME FOR INSTALLATIONOF 45° SIGNAGE BRACING.

4. NUMBER OF SIGNS, CURB WIDTH,FRAME HEIGHT:TOTAL OF NINE (9) SIGNS ASSHOWN ON PLANS. FIELDMEASURE THE WIDTH AND HEIGHTOF EACH SIGN. FABRICATE CURBAND FRAME TO BE 12"-16"SMALLER IN WIDTH AND HEIGHT.RE: ELEVATION DIAGRAM.

ELE

VATI

ON

DIA

GR

AM

ELEVATION DIAGRAMSIGNAGE CURB AND FRAME

7R7

S E C T I O N 1 1/2" = 1'-0"FY196012-D001SIGNAGE CURB, NORTH AMERICAN ENTRANCE

REPAINT AND REUSEEXISTING NORTHAMERICAN ENTRANCESIGNAGE LETTERS.LETTERS MADE FROMHOLLOW FORMED LIGHTGA. METAL

NEW SEALED CURB WITHBLOCKING FOR MOUNTINGAND FASTENING OFEXISTING SIGNAGE.

PREFINISHED METALCOUNTER FLASHING RIVETTO EXISTING METALSIGNAGE

STANDING SEAM ROOFCLAMP FOR ANCHORAGEOF SIGN BRACING.PROVIDE (1) SEAM CLAMPPER LETTER.

GALVANIZED G-90 SIGNAGE ANGLEBRACE, MINIMUM SIZE 1 1

2"x 1 12" x

18" THICK GALVANIZED. PAINT TO

MATCH ROOF FINISH.

ATTACH BRACE AT EXISTING SIGN BRACKETSAND SEAM CLAMP USING (2) 3

8"Ø 316 S.S. PANHEAD MACHINE SCREWS WITH SELF- LOCKINGNUTS.

MIN. 16 GA. S.S. CLIPANGLE 1 1

2"x 1 12" x 2"

LONG. ATTACH ATSEAM CLAMP BOLTPOCKET

10"

5"

1'-2"2"

2"

43 16"

43 16"

WELD (3) 12"Ø

THREADED ROD TOBOLT BLOCKING. 3"FROM EACH ENDAND AT CENTER.

CURB LENGTH TOMATCH EXISTINGFOR EACH LETTERARRANGEMENT.

9R7

S E C T I O N 1 1/2" = 1'-0"FY196012-D001TYPICAL SIGNAGE ATTACHMENT

EXISTING SIGNAGE OF VARIOUSSIZES & MATERIALS SALVAGEDFOR REINSTALLATION.

NEW STEEL SIGNAGESUPPORT FRAMEWELDED TO ROOFCURB.

NEW FULLY WELDED STEEL ROOF CURB.

1 12" SQUARE TUBEPOST, (3) PER FRAMECONTINUOUS FILLETWELDS TO CURBBELOW

1 12" SQUARE TUBE

TOP RAIL WELD ALLCONTACT POINTS,FILL ENDS SOLID

4" x 2 12" x 3

16" ANGLECONTINUOUS FILLETWELD AT ALLCONTACT POINTS TOPOST

10"

5"

1'-2"2"

2"

43 16"

43 16"

SLOPE TOP 18" PER FOOT

RE: GENERAL NOTESFOR CURB LENGTH

CRICKET

SEAL & TERMINATEBASE-PLATE ASSHOWN IN 6/R7

316" STEEL CURB

38" STEEL BASE-PLATE

38" STEEL BASE PLATE

CONT. 14" FILLET WELD ALL SIDES

316" STEEL PLATE SIDE/TOP/ENDS

SEE 6/R8 FOR CONNECTIONDETAILS. ADJUST BLOCKINGTO SUIT FIELD CONDITIONS

SEE 6/R8 FORCONNECTION DETAILS.ADJUST BLOCKING TOSUIT FIELD CONDITIONS

CL

6"-8"BOTH SIDES

12"-

16"

BASE PLATE TOACCOMMODATE 1

2" ØANCHOR BOLTS ATEACH CORNER ANDAT A MAXIMUMSPACING OF 16" O.C.

REP

AIR

DET

AILS

R7

5 24 3 1

SHAK

E R

OO

F RE

PLAC

EMEN

T NO

RTH

AMER

ICAN

ASH

EBO

RO

, NO

RTH

CA

ROLI

NA

FY196012

PBL

TBL

RGK

12-16-2019

JOB NO.

DESIGNED BY:

DRAWN BY:

APPROVED BY:

DATE:

SHEET NO.

DAT

ER

EVIS

ION

SM

ARK

GC

RD

OC

SP

OS

T O

FF

ICE

BO

X 3

52

86

F

IRM

LIC

EN

SE

NO

. F

-06

89

GR

EE

NS

BO

RO

, N

C 2

74

25

WW

W.E

NG

CO

NC

EP

TS

.CO

MO

FF

ICE

33

6 6

05

80

20

PLATFORM STRUCTURE PERSPECS. PROVIDE 101

2" X 1012"

BASE PLATE TO SUITANCHORAGE REQUIREMENTSTO ROOF STRUCTURE.

L3X3X14 X 1'-6" LONG STEEL

ANGLE, EACH SIDEFOUR (4) 1/2" THRU-BOLTS,3" - 7 1/2" - 3" SPACING

ROOFING ASSEMBLY

5R8

S E C T I O N 3" = 1'-0"FY196012-D003DIRECT PLATFORM ANCHORAGE AT TRUSS TOP CHORD

FOUR (4) 1/2" ANCHOR BOLTS IN7 1/2" X 7 1/2" PATTERN

458"

FOUR (4) 1/2" THRU-BOLTS, DISTRIBUTEE.Q. ALONG LENGTH OF REINF. MEMBERS

2 X 8 REINFORCING MEMBER, EA. SIDE OF TOP CHORDOF EXISTING TRUSS. REINFORCING MEMBER LENGTHSHALL BE EQUAL TO THE TOP CHORD SEGMENTSPANNING BETWEEN THE TWO NEAREST TRUSS WEBINTERSECTION LOCATIONS.

EXISTING 2X TRUSSTOP CHORD

SYP NO.2 2X6 STACK BLOCKING. INSTALL FLUSH TO UNDERSIDEOF EXIST. TRUSS TOP CHORD, FULL LENGTH OF TOP CHORDSEGMENT LOADED W/PLATFORM FRAME. BEVEL ENDS OFBLOCKING FOR SNUG FIT BETWEEN WEB MEMBERS AND FASTENBLOCKING TO TOP CHORD USING 8D TOE NAILS@ 12" O.C., STAGGER EA. SIDE.

2X4 BRACING, EACH SIDE. CENTER EACHBRACE BENEATH BASEPLATE. EXTENDTO ADJACENT TRUSS MEMBER ANDSECURE WITH (4) 10D TOENAILS. TYP. ATALL CONTACT POINTS.

GENERAL NOTE:THIS DETAIL APPLIESWHEN PLATFORM POSAND BASEPLATE ISLOCATED DIRECTLYOVER AN EXISTINGTRUSS.

PROVIDE 2" Ø ROUND PIPE SECTIONWITH 3

8" x 10 12" x 10 12" BASE PLATE.SEE OTHER DETAILS TO TREATMENTAT TOP OF PIPE SECTION

FOUR (4) 1/2" ANCHOR BOLTS IN7 1/2" X 7 1/2" PATTERN

PROFILE OF EXISTINGROOF DECK ASSEMBLY

L3X3X1/4 STEEL ANGLE, EA. SIDE,FULL LENGTH BETWEEN TRUSSES.

THREE (3) SYP NO.1 2X4, FASTENPLIES TOGETHER USING TWO (2)ROWS OF 10D NAILS SPACED @8" O. C. EA. SIDE, STAGGER.

FIVE (5) 1/2" THRU-BOLTS - PROVIDEONE @ EA. END (SEE SECTION AA) &THREE (3) EVENLY SPACED ALONGSPAN.

SYP NO. 2 2X4 REINFORCEMENTOF TRUSS SEGMENT, BEYOND.SEE SECTION AA.

EXISTING TRUSS WEBS BEYOND.SEE SECTION 2/R7

TRUSS TOP CHORD BEYOND

6R8

S E C T I O N 1 1/2" = 1'-0"FY196012-D001INDIRECT PLATFORM ANCHORAGE (MID-SPAN)

TYP.1/4

L3x2 12"x14" LLV, GEOMETRY TO SUITFIELD CONDITIONS FOR PLATFORMAND STAIR FRAMES

ALL CONTACT POINTS1/4 ADD/ALT. G-3

KITCHEN EXHAUST FANSERVICE PLATFORMS

GENERAL NOTE:THIS DETAIL APPLIESWHEN POST AND BASEPLATE ARE LOCATEDAT ANY AREABETWEEN EXISTINGTRUSSES

PROFILE OF EXISTING ROOF DECKASSEMBLY

L3X3X1/4 SPANNING STEEL ANGLE EA.SIDE FULL LENGTH BETWEEN TRUSSES.ALIGN FLUSH WITH TOP EDGE OF TRUSSTOP CHORD

THREE (3) SYP NO.1 2X4, TERMINATEFLUSH TO 2X4 SEGMENT REINF. ON TRUSS

1/2" THRU-BOLT CONNECTING SPANNINGANGLES TO ANGLE BRACKETS

SYP NO. 2 2X TOP CHORD REINFORCMENT.MATCH DEPTH OF CHORD MEMBER. EA.SIDE OF TRUSS FASTENED WITH TWO (2)ROWS OF 10D NAILS @ 6" O/C. EXTENDREINF. FULL PANEL BETWEENCONSECUTIVE WEB INTERSECTIONS.

TRUSS TOP CHORD WITHREINFORCING (2X4 MINIMUM) FIELDVERIFY AND MATCH MEMBER DEPTH

L3X3X1/4 X 0'-3" LONG ANGLE BRACKET, EA.SIDE. ALIGN BOTTOM EDGE WITH BOTTOMOF EDGE OF 2X4 TOP CHORD AND FASTENTHROUGH SEGMENT REINFORCEMENT &TOP CHORD USING 1/2" THRU-BOLT.

4R8

S E C T I O N 1 1/2" = 1'-0"FY196012-D001INDIRECT PLATFORM ANCHORAGE (END CONNECTION)

EXISTING TRUSS WEBSBEYOND. SEE SECTION 2/R7


GENERAL NOTE:THIS DETAIL APPLIESWHEN POST AND BASEPLATE ARE LOCATEDAT ANY AREABETWEEN EXISTINGTRUSSES

JOINT IN 2XREINFORCING TOOCCUR ONLY AT PANELPOINT, WHEREALLOWED, RE:3/R8.TYPICAL

1" CLEAR

ALLSIDES

2R8

P A R T I A L P L A N 3/4" = 1'-0"FY196012-D002SERVICE PLATFORM AND STAIR FRAME

ROOF FRAMES FOR STAIRS.MIN. TWO PER STAIR

L3x2 12"x1

4" LLVWELD ALLCONTACT POINTSAT 2" DIAMETERPOST

PLATFORMPERIMETER FRAMEL3x2 12"x14" LLV

MITERED CORNERS OF ANGLEFRAME. PROVIDE CONTINUOUS1

4" FILLET WELD AT MITERS ANDAT ALL CONTACT POINTS WITH2" POST, TYPICAL ALLLOCATIONS.

L 1 12"x1 12"x14" ANGLE BRACE

AT 45°. TYPICAL FRONT ANDSIDES AND WHERE OTHERPOST ARE TALLER THAT 20"

L 1 12"x1 1

2"x14" ANGLE

BRACE AT 45°. TYPICALFRONT AND SIDES ANDWHERE OTHER POSTARE TALLER THAT 20"

ROOF EAVE ADD/ALT. G-3KITCHEN EXHAUST FANSERVICE PLATFORMS

MAXIMUM SPAN OF PLATFORMSHALL NOT EXCEED 9' BETWEENPOST WITH A MAXIMUMTRIBUTARY AREA TO EACHPOST EQUAL TO 6.75 SQ. FT.

SPAN LIMITATION

3R8

S E C T I O N 3/4" = 1'-0"FY196012-D002TYP. KITCHEN EXH. FAN SERVICE PLATFORM

EXTERIOR OVERHANG VARIESREFER TO PLANS INTERIOR

SPACE

PLATFORM FRAME ANDROOF CONNECTION

1R8

P A R T I A L P L A N 3/4" = 1'-0"FY196012-D002TYP. KITCHEN EXH. FAN SERVICE PLATFORM

3'-6

"

TYPICAL CONDITION SHOWN FOR REFERENCE ONLYSERVICE PLATFORM, STEPS, AND GUARDS BYCONTRACTOR. FINAL DESIGN, DIMENSIONS ANDCOMPOSITION TO BE DETERMINED BYCONTRACTOR TO SUITE FIELD CONDITIONS.ATTACH TO FRAMES SHOWN HEREIN.

EQUIPMENT SERVICE PLATFORM GENERAL NOTES:1. EQUIPMENT PLATFORM FRAMES AND

STRUCTURAL ATTACHMENT TO ROOF SHOWNHEREIN.

2. FINAL DIMENSIONS, COMPOSITION, ANDATTACHMENT DETAILS TO FRAME BY THECONTRACTOR.

3. PLATFORMS, STAIRS, AND GUARDS SHALLCOMPLY WITH REQUIREMENTS OF N.C.MECHANICAL CODE SECTION 306.5 AND 306.5.1.

4. COMPLY WITH REQUIREMENTS OF THE N.C.BUILDING CODE FOR GUARDS

5. ALL EXTERIOR STEEL PLATFORMCOMPONENTS TO BE HOT DIPPED GALVANIZEDAS PER SPECIFICATION SECTION 05500.

DESIGN LIVE LOADS:DESIGN LIVE LOAD IS 40 PSF (300 LB.CONCENTRATED LOAD) AS PER ASCE 7-10 TABLE4-1 (CATWALKS FOR MAINTENANCE ACCESS)

ACCESS STAIRS AND GUARDS

11"MIN.

51 2" S

HO

WN

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RESIST PASSAGE OF 21" ØSPHERE, TYPICAL

EXISTING EXHAUST FAN BEYOND RELOCATE HINGES TOOPEN TOWARDS "HIGH SIDE" OF ROOF. PROVIDE NEWELECTRICAL WIRING TO SUITE HINGE RELOCATION.REFER TO REPAIR TYPE '4' FOR ADDITIONALINFORMATION

1'-4

"

LOCATE POST AND BASEPLATES SUCH THATFLASHING BOOTS AREBETWEEN STANDINGSEAM PANELS

EQUIPMENT SERVICEPLATFORM WITH GUARDS

L 1 12"x1 12"x14" ANGLE BRACE

AT 45°. TYPICAL FRONT ANDSIDES AND WHERE OTHERPOST ARE TALLER THAT 20"

STA

ND

ING

SEA

MP

ANEL

CURB MOUNTED EXHAUSTFAN, RELOCATE HINGES TOOPEN TOWARD "HIGH SIDE"OF ROOF. SEE REPAIRTYPE 4.

6

6

2'-0" MIN.

FROM ROOF EDGE

TYP. STRUCT.

2

STAIR TREADS TO BEPULTRUDED SPF POLYESTERRESIN.

ROOF BOOT FLASHING ANDSTAIR FRAME BELOW.

PLATFORM DECKINGTO BE PULTRUDEDSPF POLYESTERRESIN. ATTACHUSING S.S. DECKINGCLIPS AND S.S.FASTENERS

ROOF EAVE



6 TYP. STRUCT.

TYPICAL CONDITION SHOWN FOR REFERENCE ONLYSERVICE PLATFORM, STEPS, AND GUARDS BYCONTRACTOR. FINAL DESIGN, DIMENSIONS ANDCOMPOSITION TO BE DETERMINED BYCONTRACTOR TO SUITE FIELD CONDITIONS.ATTACH TO FRAMES SHOWN HEREIN.

2'-0" 6"

SNOW GUARDS

TRUSS REINFORCEMENTBEYOND, JOINT ONLYALLOWED AT PANELPOINTS. DO NOT INSTALLWITH JOINT ALONG PANELLENGTH.

TOP CORD REINFORCEMENTSHALL BE CONTINUOUSWHERE POSSIBLE. NO JOINTFROM THIS PANEL POINT TOFASCIA/OVERHANG.

TYPICAL ACCESSSTAIR FRAMEAND ROOFCONNECTIONSRE: 4, 5, & 6/R8

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12-16-2019

JOB NO.

DESIGNED BY:

DRAWN BY:

APPROVED BY:

DATE:

SHEET NO.

DAT

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SAWCUT AT PANEL EDGE

5R9

S E C T I O N NO SCALEFY196012-D005SOFFIT PANEL REPLACEMENT

REPAIR TYPE '1' REPAIR TYPE '2'

REPAIR TYPE '3'

2X10 BLOCKING BASE BID QTY - 400 LINEAR FEET

REPAIR TYPE '2' BASE BID QTY - 16 RELOCATE PLUMBING VENTS

CEMENTITOUS WOOD FIBER PANEL REPLACE, PROCEDURAL NOTES(SLOPED SURFACES):THE INTENT OF THIS REPAIR IS TO REPLACE EXISTING DAMAGED CEMENTITOUS WOOD FIBER (CWF) ROOFINGPANELS. THE GENERAL SCOPE OF WORK OUTLINED IN THE FOLLOWING NOTES IS TO REMOVE AND REPLACE ANYCWF ROOFING PANELS FOUND TO BE DAMAGED OR UNSOUND.

4R9

DETAILS NO SCALEFY196012-D005PLUMBING VENT RELOCATION

1. IDENTIFY THE NUMBER OF PLUMBING VENTS PER BUILDING TO BE RELOCATED BY VISUAL OBSERVATION& IN CONSIDERATION OF NEW PANEL LAYOUT. CONTRACTOR TO PLAN OUT PANEL LAYOUT. ACTUALPLUMBING VENTS TO BE RELOCATED SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR.ESTIMATED REPAIR QUANTITIES ARE GIVEN BELOW.

2. DETERMINE NEW PLUMBING VENT LOCATION AND DRILL ROUND HOLE THAT IS 1/2" INCH LARGER THANPIPE. CUT HOLE FULL DEPTH OF THE CEMENTITOUS PANEL. DEBUR, SMOOTH AND CLEAN PENETRATIONTO ACCEPT SEALANT. INSTALL NEW SCHEDULE 40 PVC PIPE.

3. CUT AND REMOVE EXISTING PLUMBING VENT PIPE BELOW CEMENTITOUS PANEL ALLOWING ROOM TOROUTE THE NEW PIPE CONNECTING TO VENT. INSTALL NEW 24 GA. GALV. SHEET METAL PLATE TO COVERTHE EXIST. VENT PENETRATION ON THE UNDERSIDE OF THE EXISTING CEMENTITOUS PANEL WITH SELFDRILLING SCREWS. COMPLETELY FILL VOID FROM ORIGINAL PIPE PENETRATION WITH 2 LB. CLOSE CELL,FLEXIBLE SPRAY FOAM. INSTALL NEW 24 GA. GALV. SHEET METAL PLATE WITH SELF DRILLING FLAT HEADSCREWS COVERING FOAM ON TOP SIDE OF ROOF.

4. APPLY A SEALANT CANT AROUND PERIMETER OF METAL PLATE AND OVER SCREWS AS OUTLINED INDETAIL 4/R7

PLUMBING VENT RELOCATION, PROCEDURAL NOTES (SLOPED SURFACES):THE INTENT OF THIS REPAIR IS TO ENSURE THAT THE PLUMBING VENTS ARE PLACED BETWEEN STANDINGSEAM PANEL RIBS TO AVOID CONFLICTS BETWEEN ROOF BOOTS AND STANDING SEAMS. THE FOLLOWINGNOTES IS TO RELOCATE THE VENT TO SUIT THE FINAL PANEL LAYOUT. ALL VENTS ARE SCHEDULED TO BERELOCATED FOR BIDDING PURPOSES.

BLOCKING REPLACEMENT, PROCEDURAL NOTES (OVERHEAD SURFACES):THE INTENT OF THIS REPAIR IS TO REPLACE THE BLOCKING AT THE TRUSS ENDS. THE FOLLOWING NOTES IS TOCOORDINATE THE REPLACEMENT OF THE BLOCKING WHERE THE EXISTING MEMBERS ARE DAMAGED. NOT ALLMEMBERS WILL NEED TO BE REPLACED.

REPLACE BLOCKINGAS REQUIRED

1. IDENTIFY PANELS TO BE REPLACED, BY VISUAL OBSERVATION, AND PROBING TO IDENTIFY ROTTEN ORUNSOUND PANELS. ACTUAL PANELS TO BE REPLACED SHALL BE DETERMINED IN THE FIELD AT THE TIMEEXISTING ROOFING HAS BEEN DEMOLISHED. ESTIMATED REPAIR QUANTITIES ARE GIVEN BELOW.

2. INSTALL FRAMING/BLOCKING BELOW TO SUPPORT NEW PANELS. MINIMUM BEARING FOR NEW AND EXISTINGPANELS THAT ARE TO REMAIN WITHIN REPAIR AREAS MUST BE 1 1/2" MIN. SEE 3/R8, 4/R8, 5/R8 & 6/R8 FORBLOCKING ATTACHMENT DETAILS. IF SUPPLEMENTAL BLOCKING/FRAMING MEMBERS ARE EXPOSED TOOCCUPIED SPACE BELOW, STAIN SUPPLEMENTAL WOOD TO MATCH ADJACENT WOOD FRAMING. BLOCKING INAREAS NOTE VISIBLE EXPOSED SHALL BE LEFT UNFINISHED.

3. CONTRACTOR TO VERIFY DEPTH OF CEMENTITOUS PANELS. SET CIRCULAR SAW TO FULL PANEL DEPTH.SET CUT LINE AT PANEL EDGE. CUT TONGUE & GROOVE, CONNECT AND REMOVE PANEL.

4. CONTRACTOR TO DEVELOP SEQUENCE TO REMOVE PANELS SO AS TO NOT DAMAGE ADJACENT PANELS.

5. INSTALL NEW PANEL IN ACCORDANCE PER DETAILS HEREIN.

2R9

DETAILS NO SCALEFY196012-D005CEMENTITOUS PANEL REPLACE

TRUSS TOP CHORD BEYOND, ADDBLOCKING TO SUPPORT PANELEDGES AS NECESSARY

EXISTING TRUSS WEBSBEYOND. SEE SECTION 2/R7

SAWCUT @PANEL EDGE

31 2"

EXISTING PLUMBING VENTLOCATION

EXISTING PLUMBINGVENT LOCATION

NEW PLUMBINGVENT HOLE

EXISTING PLUMBING VENTLOCATION

1'-4"PANEL WIDTH

8" 8"

REFER TO 4/R7 FORPIPE PENETRATIONSEALING.

CENTER PLUMBINGVENT IN MIDDLE OFSTANDING SEAMPANEL.

3R9

DETAILS NO SCALEFY196012-D005PLUMBING VENT RELOCATION

EXISTING PLUMBINGVENT LOCATION

REFER TO 4/R7 FORPIPE PENETRATIONSEALING ANDFASTENERS.

CENTER PLUMBINGVENT IN MIDDLE OFSTANDING SEAMPANEL.

1'-4"PANEL WIDTH

1. IDENTIFY THE BLOCKING TO BE REPLACED BY VISUAL OBSERVATION. ACTUAL PANELS TO BE REPLACEDSHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR. ESTIMATED REPAIR QUANTITIES ARE GIVENBELOW.

2. PRY OFF FASCIA PANEL AND INSPECT OF FURTHER DAMAGE BELOW TO BLOCKING, FRAMING MEMBERS OROTHER WOOD TRIM IN THE REPAIR AREA. REMOVE ANY DAMAGED MEMBERS FOUND. CLEAN AND TREATALL SURFACES AS REQUIRED.

3. INSTALL NEW FINISHED MEMBER TO MATCH EXISTING COLOR AND TYPE.

7R9

S E C T I O N NTSFY196012-D002TYP. KITCHEN EXH. FAN SERVICE PLATFORM

PLATFORM FRAME & ROOFCONNECTION SEE DETAIL6/R7.

6R9

P A R T I A L P L A N NTSFY196012-D002TYP. KITCHEN EXH. FAN SERVICE PLATFORM

RELOCATE HINGES TO OPENTOWARDS "HIGH SIDE" OF ROOF.PROVIDE NEW ELECTRICAL WIRINGTO SUITE HINGE RELOCATION.REFER TO DETAIL 3 ON SHEET R8FOR ADDITIONAL INFORMATION

EQUIPMENT SERVICEPLATFORM WITHGUARD RAILS

REPAIR TYPE '4'REPAIR TYPE '4' ALTERNATE G-5 - 5 KITCHEN EXHAUST FANS

KITCHEN EXHAUST FAN HINGE RELOCATION, PROCEDURAL NOTES (OVERHEAD SURFACES):THE INTENT OF THIS REPAIR IS TO RELOCATE THE SERVICE HINGE AT KITCHEN EXHAUST FOR THE FAN TO OPEN TOWARDS THE HIGH SIDEOF THE ROOF. NOT ALL HINGES WILL NEED RELOCATION. SEE PARTIAL FLOOR PLANS ON SHEET R5 FOR HINGES TO BE RELOCATED.

1. IDENTIFY THE KITCHEN EXHAUST FANS WITH HINGES TO BE RELOCATED BY VISUAL OBSERVATION.

2. DETERMINE HINGES TO BE RELOCATED. OPERATE FAN HINGE TO DETERMINE RANGE OF MOTIONAND CONDITION OF HINGE.

3. INSTALL NEW ELECTRICAL WIRING TO SUITE HINGE RELOCATION. INCLUDE 10' OF WIRING IN BASEBID FOR EACH HINGE RELOCATION.

4. RELOCATE HINGE TO THE 'HIGH SIDE' (UP-SLOPE). VERIFY HINGE OPERATION DOESN'T INTERFEREWITH ANY NEARBY ROOF ACCESSORIES. INSTALL CHAIN LIMITER TO THE EXHAUST FAN SO THATTHE FAN DOES NOT MAKE CONTACT WITH THE STANDING SEAM ROOF PANELS.

EXISTING KITCHENEXHAUST FAN

IDENTIFY PANEL TO BE REPLACED

INSTALL BLOCKING TO PROVIDEEDGE SUPPORT FOR ROOFINGPANELS

AA

SECTION NO SCALEFY196012-D005CEMENTITOUS PANEL REPLACE

1R9

PLAN NO SCALEFY196012-D005CEMENTITOUS PANEL REPLACE

NEW 24 GA. GALV. SHEETMETAL TO COVER EXISTINGPLUMBING VENT PENETRATION.FILL VOID WITH 2 LB. CLOSE-CELL, FLEXIBLE SPRAY FOAM.

INSTALL CHAIN TO LIMITEXH. FAN SWING FROMTOUCHING THE METALROOF PANEL.EXISTING EXH. FAN SWING RELOCATED EXH.

FAN SWING

SAWCUT @PANEL EDGE

ASSUMED TONGUE DEPTH3". CONTRACTOR TO VERIFYACTUAL DEPTH BEFORECUTTING CEMENTITOUSPANELS

STANDING SEAM RELOCATE HINGES TO OPEN TOWARDS"HIGH SIDE" OF ROOF. PROVIDE NEWELECTRICAL WIRING TO SUITE HINGERELOCATION. REFER TO DETAIL 3 ONSHEET R8 FOR ADDITIONALINFORMATION

FIELD FLATTEN/STIFFENERRIBS NECESSARY TORECEIVE BASE OF PIPEBOOT & SEALANT BEAD.

PROVIDE HUB OR NOHUB CONNECTION TOCOMPLY W / NCPLUMBING CODE


7

MIN. 112" BEARING ALL PANEL EDGES

ADD BLOCKING AS REQUIRED.

NEW CWF PANELWITH INSULATIONAND NAILER

#0 SELF DRILLING WOOD SCREWW/FLAT NON- COUNTER SINKHEAD 1 1/2" MIN. EMBEDMENT INWOOD BLOCKING. SPACE @ 8"O.C. AROUND PERIMETER.STAGGER PATTERN BETWEENPANELS

CEMENTITOUS PANEL

SAWCUT PANEL TO A DEPTHOF 3-1/2 INCH AT 1-1/2 INCHFROM EDGE TO PREVENTDAMAGE TO ADJACENTPANELS.

BLOCKINGINSTALLED BELOW

TRUSS/GLU-LAMBELOW

#0 SELF DRILLING WOOD SCREWW/FLAT NON- COUNTER SINK HEAD1-1/2" MIN. EMBEDMENT IN WOODBLOCKING. SPACE @ 8" O.C.AROUND PERIMETER.

BLOCKING / SHORINGINSTALLED BELOW

SEC.A-A

SEC.A-A

SEC.2 - R9

SEC.2 - R9

CEMENTITOUS PANEL

PANEL TO BEREPLACED

REPAIR TYPE '1' BASE BID QTY20 NON-INSULATED PANELS @ NORTH AMERICAN ENTRANCE20 INSULATED PANELS @ VARIOUS BUILDINGS WITHIN FIELD OF ROOF

REPAIR TYPE '3' 2X6 BLOCKING BASE BID QTY - 240 LINEAR FEET

SOFFIT PANEL REPLACEMENT, PROCEDURAL NOTES (OVERHEAD SURFACES):THE INTENT OF THIS REPAIR IS TO REPLACE THE T1-11 SOFFIT. THE FOLLOWING NOTES IS TO COORDINATE THEREPLACEMENT OF THE SOFFIT OR SOFFIT PANELS WHERE THE EXISTING PANELS ARE DAMAGED. NOT ALL PANELSWILL NEED TO BE REPLACED.

REPLACE 1/2" T1-11 8" GROOVEPATTERN SOFFIT AS REQUIRED

1. IDENTIFY THE SOFFIT PANELS TO BE REPLACED BY VISUAL OBSERVATION. ACTUAL PANELS TO BEREPLACED SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR. ESTIMATED REPAIR QUANTITIESARE GIVEN BELOW.

2. REMOVE SOFFIT PANEL AND INSPECT OF FURTHER DAMAGE OF FRAMING MEMBERS OR OTHER WOOD TRIMIN THE REPAIR AREA. REMOVE ANY DAMAGED MEMBERS FOUND. CLEAN AND TREAT ALL SURFACES ASREQUIRED.

3. INSTALL NEW FINISHED SOFFIT PANEL TO MATCH EXISTING COLOR AND TYPE.

REPAIR TYPE '3' SOFFIT REPLACEMENT BASE BID QTY-600 SQ-FT

GENERAL NOTE:1. 1ALL REPLACEMENT

PANELS SHALL BE THESAME THICKNESS ASEXISTING. INSULATEDPANELS OVERCONDITIONED SPACE HAVEA MINIMUM R-VALUE OFR-10.3

2. ALL PANEL EDGES SHALLHAVE A MINIMUM BEARINGOF 1-1/2", FIELD VERIFYCONDITIONS AND ADDBLOCKING AS PRESCRIBEDIN THESE DETAILS.

(5) 10D TOENAIL ATCONNECTION TO TRUSS

INSTALL BLOCKING TO PROVIDEEDGE SUPPORT WHEREREQUIRED AT ROOFING PANELSFASTEN WITH 10D NAILS (TWOROWS) @ 8" O.C.

REP

AIR

TYP

ES

R9

5 24 3 1

SHAK

E R

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F RE

PLAC

EMEN

T NO

RTH

AMER

ICAN

ASH

EBO

RO

, NO

RTH

CA

ROLI

NA

FY196012

PBL

TBL

RGK

12-16-2019

JOB NO.

DESIGNED BY:

DRAWN BY:

APPROVED BY:

DATE:

SHEET NO.

DAT

ER

EVIS

ION

SM

ARK

GC

RD

OC

SP

OS

T O

FF

ICE

BO

X 3

52

86

F

IRM

LIC

EN

SE

NO

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-06

89

GR

EE

NS

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RO

, N

C 2

74

25

WW

W.E

NG

CO

NC

EP

TS

.CO

MO

FF

ICE

33

6 6

05

80

20

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