Post on 04-Mar-2021
& 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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JOB NO.
DESIGNED BY:
DRAWN BY:
APPROVED BY:
DATE:
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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 gerry.parker@nczoo.com
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 rkennerly@engconcepts.com
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
Code Enforcement Jurisdiction: City County State
Owner or Authorized Agent: Phone # E-Mail:
Owned By: City/County Private State
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)
DESIGN LOADS:
(Primary)
1993
2,020
GERALD G. PARKER
4401 ZOO PARKWAY ASHEBORO, NC
(336) 879-7515 gerry.parker@nczoo.com
NORTH CAROLINA ZOO - SHAKE ROOF REPLACEMENT, NORTH AMERICAN BUILDINGS
City of W-S
ZIP CODE: 27205
RANDOLPH
Yes
STRUCTURAL DESIGN(PROVIDE ON THE STRUCTURAL SHEETS IF APPLICABLE)
CURRENT OCCUPANCY(S) Ch. 3)
STORIES TOTAL
2,020
BLDG 2 BLDG 3 BLDG 4 BLDG 5 BLDG 6 BLDG 7 BLDG 8 BLDG 9
Roof Construction, incl. supporting beams and joists
FIRE PROTECTION REQUIREMENTS
BUILDING ELEMENTFIRE SEPARATIONDISTANCE (FEET)
DESIGN # FORRATED ASSEMBLY
DETAIL # &SHEET #
N/ARoof Ceiling Assembly
Column Supporting Roof N/A
Code Enforcement Jurisdiction: City County State
Owner or Authorized Agent: Phone # E-Mail:
Owned By: City/County Private State
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)
DESIGN LOADS:
(Primary)
1993
1,500
GERALD G. PARKER
4401 ZOO PARKWAY ASHEBORO, NC
(336) 879-7515 gerry.parker@nczoo.com
NORTH CAROLINA ZOO - SHAKE ROOF REPLACEMENT, NORTH AMERICAN BUILDINGS
City of W-S
ZIP CODE: 27205
RANDOLPH
Yes
CURRENT OCCUPANCY(S) Ch. 3)
STORIES TOTAL
1,500
BLDG 2 BLDG 3 BLDG 4 BLDG 5 BLDG 6 BLDG 7 BLDG 8 BLDG 9
FIRE PROTECTION REQUIREMENTS
Code Enforcement Jurisdiction: City County State
Owner or Authorized Agent: Phone # E-Mail:
Owned By: City/County Private State
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)
DESIGN LOADS:
(Primary)
1993
3,200
GERALD G. PARKER
4401 ZOO PARKWAY ASHEBORO, NC
(336) 879-7515 gerry.parker@nczoo.com
NORTH CAROLINA ZOO - SHAKE ROOF REPLACEMENT, NORTH AMERICAN BUILDINGS
City of W-S
ZIP CODE: 27205
RANDOLPH
Yes
CURRENT OCCUPANCY(S) Ch. 3)
STORIES TOTAL
3,200
BLDG 2 BLDG 3 BLDG 4 BLDG 5 BLDG 6 BLDG 7 BLDG 8 BLDG 9
FIRE PROTECTION REQUIREMENTS
A2/B/M U B A2
Code Enforcement Jurisdiction: City County State
Owner or Authorized Agent: Phone # E-Mail:
Owned By: City/County Private State
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)
DESIGN LOADS:
(Primary)
1993
3,200
GERALD G. PARKER
4401 ZOO PARKWAY ASHEBORO, NC
(336) 879-7515 gerry.parker@nczoo.com
NORTH CAROLINA ZOO - SHAKE ROOF REPLACEMENT, NORTH AMERICAN BUILDINGS
City of W-S
ZIP CODE: 27205
RANDOLPH
Yes
STRUCTURAL DESIGN(PROVIDE ON THE STRUCTURAL SHEETS IF APPLICABLE)
CURRENT OCCUPANCY(S) Ch. 3)
STORIES TOTAL
3,200
BLDG 2 BLDG 3 BLDG 4 BLDG 5 BLDG 6 BLDG 7 BLDG 8 BLDG 9
FIRE PROTECTION REQUIREMENTS
A2
E-MAIL:CONTACT:
Sprinkler-Standpipe
Retaining Walls>5' HighOther
MechanicalPlumbing
Structural
Civil
DESIGNER
ElectricalFire Alarm
ArchitecturalFIRM:
Rob Kennerly
NAME:
10441 rkennerly@engconcepts.com
LICENSE #: TELEPHONE #
(336) 605-8020
Robert G. Kennerly Jr., Engineered Concepts I Terracon
Engineered Concepts I Terracon
E-MAIL:CONTACT:
Sprinkler-Standpipe
Retaining Walls>5' HighOther
MechanicalPlumbing
Structural
Civil
DESIGNER
ElectricalFire Alarm
ArchitecturalFIRM:
Rob Kennerly
NAME:
10441 rkennerly@engconcepts.com
LICENSE #: TELEPHONE #
(336) 605-8020
Robert G. Kennerly Jr., Engineered Concepts I Terracon
Engineered Concepts I Terracon
E-MAIL:CONTACT:
Sprinkler-Standpipe
Retaining Walls>5' HighOther
MechanicalPlumbing
Structural
Civil
DESIGNER
ElectricalFire Alarm
ArchitecturalFIRM:
Rob Kennerly
NAME:
10441 rkennerly@engconcepts.com
LICENSE #: TELEPHONE #
(336) 605-8020
Robert G. Kennerly Jr., Engineered Concepts I Terracon
Engineered Concepts I Terracon
N/A
STRUCTURAL DESIGN(PROVIDE ON THE STRUCTURAL SHEETS IF APPLICABLE)
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
N/A
STRUCTURAL DESIGN(PROVIDE ON THE STRUCTURAL SHEETS IF APPLICABLE)
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
N/A
STRUCTURAL DESIGN(PROVIDE ON THE STRUCTURAL SHEETS IF APPLICABLE)
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
N/A
E-MAIL:CONTACT:
Sprinkler-Standpipe
Retaining Walls>5' HighOther
MechanicalPlumbing
Structural
Civil
DESIGNER
ElectricalFire Alarm
ArchitecturalFIRM:
Rob Kennerly
NAME:
10441 rkennerly@engconcepts.com
LICENSE #: TELEPHONE #
(336) 605-8020
Robert G. Kennerly Jr., Engineered Concepts I Terracon
Engineered Concepts I Terracon
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
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 )
Snow ( I )Importance Factors:
Wind Load:Ground Snow Load:Live Load:
Exposure Category
Roof
(ASCE-7)
psf.
E
S
psf.
1.01.02015115B
Ultimate Wind Speed mph
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 )
Snow ( I )Importance Factors:
Wind Load:Ground Snow Load:Live Load:
Exposure Category
Roof
(ASCE-7)
psf.
E
S
psf.
1.01.02015115B
Ultimate Wind Speed mph
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 )
Snow ( I )Importance Factors:
Wind Load:Ground Snow Load:Live Load:
Exposure Category
Roof
(ASCE-7)
psf.
E
S
psf.
1.01.02015115B
Ultimate Wind Speed mph
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 )
Snow ( I )Importance Factors:
Wind Load:Ground Snow Load:Live Load:
Exposure Category
Roof
(ASCE-7)
psf.
E
S
psf.
1.01.02015115B
Ultimate Wind Speed mph
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.
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
Code Enforcement Jurisdiction: City County State
Owner or Authorized Agent: Phone # E-Mail:
Owned By: City/County Private State
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)
DESIGN LOADS:
(Primary)
1993
1,700
GERALD G. PARKER
4401 ZOO PARKWAY ASHEBORO, NC
(336) 879-7515 gerry.parker@nczoo.com
NORTH CAROLINA ZOO - SHAKE ROOF REPLACEMENT, NORTH AMERICAN BUILDINGS
City of W-S
ZIP CODE: 27205
RANDOLPH
Yes
STRUCTURAL DESIGN(PROVIDE ON THE STRUCTURAL SHEETS IF APPLICABLE)
CURRENT OCCUPANCY(S) Ch. 3)
STORIES TOTAL
1,700
BLDG 2 BLDG 3 BLDG 4 BLDG 5 BLDG 6 BLDG 7 BLDG 8 BLDG 9
FIRE PROTECTION REQUIREMENTS
B
Code Enforcement Jurisdiction: City County State
Owner or Authorized Agent: Phone # E-Mail:
Owned By: City/County Private State
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)
DESIGN LOADS:
(Primary)
1993
9,800
GERALD G. PARKER
4401 ZOO PARKWAY ASHEBORO, NC
(336) 879-7515 gerry.parker@nczoo.com
NORTH CAROLINA ZOO - SHAKE ROOF REPLACEMENT, NORTH AMERICAN BUILDINGS
City of W-S
ZIP CODE: 27205
RANDOLPH
Yes
STRUCTURAL DESIGN(PROVIDE ON THE STRUCTURAL SHEETS IF APPLICABLE)
CURRENT OCCUPANCY(S) Ch. 3)
STORIES TOTAL
9,800
BLDG 2 BLDG 3 BLDG 4 BLDG 5 BLDG 6 BLDG 7 BLDG 8 BLDG 9
FIRE PROTECTION REQUIREMENTS
A2/B
Code Enforcement Jurisdiction: City County State
Owner or Authorized Agent: Phone # E-Mail:
Owned By: City/County Private State
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)
DESIGN LOADS:
(Primary)
1993
3,600
GERALD G. PARKER
4401 ZOO PARKWAY ASHEBORO, NC
(336) 879-7515 gerry.parker@nczoo.com
NORTH CAROLINA ZOO - SHAKE ROOF REPLACEMENT, NORTH AMERICAN BUILDINGS
City of W-S
ZIP CODE: 27205
RANDOLPH
Yes
STRUCTURAL DESIGN(PROVIDE ON THE STRUCTURAL SHEETS IF APPLICABLE)
CURRENT OCCUPANCY(S) Ch. 3)
STORIES TOTAL
3,600
BLDG 2 BLDG 3 BLDG 4 BLDG 5 BLDG 6 BLDG 7 BLDG 8 BLDG 9
FIRE PROTECTION REQUIREMENTS
M/B
E-MAIL:CONTACT:
Sprinkler-Standpipe
Retaining Walls>5' HighOther
MechanicalPlumbing
Structural
Civil
DESIGNER
ElectricalFire Alarm
ArchitecturalFIRM:
Rob Kennerly
NAME:
10441 rkennerly@engconcepts.com
LICENSE #: TELEPHONE #
(336) 605-8020
Robert G. Kennerly Jr., Engineered Concepts I Terracon
Engineered Concepts I Terracon
E-MAIL:CONTACT:
Sprinkler-Standpipe
Retaining Walls>5' HighOther
MechanicalPlumbing
Structural
Civil
DESIGNER
ElectricalFire Alarm
ArchitecturalFIRM:
Rob Kennerly
NAME:
10441 rkennerly@engconcepts.com
LICENSE #: TELEPHONE #
(336) 605-8020
Robert G. Kennerly Jr., Engineered Concepts I Terracon
Engineered Concepts I Terracon
E-MAIL:CONTACT:
Sprinkler-Standpipe
Retaining Walls>5' HighOther
MechanicalPlumbing
Structural
Civil
DESIGNER
ElectricalFire Alarm
ArchitecturalFIRM:
Rob Kennerly
NAME:
10441 rkennerly@engconcepts.com
LICENSE #: TELEPHONE #
(336) 605-8020
Robert G. Kennerly Jr., Engineered Concepts I Terracon
Engineered Concepts I Terracon
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
N/A 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
N/A 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
N/A
Code Enforcement Jurisdiction: City County State
Owner or Authorized Agent: Phone # E-Mail:
Owned By: City/County Private State
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)
DESIGN LOADS:
(Primary)
1993
1,400
GERALD G. PARKER
4401 ZOO PARKWAY ASHEBORO, NC
(336) 879-7515 gerry.parker@nczoo.com
NORTH CAROLINA ZOO - SHAKE ROOF REPLACEMENT, NORTH AMERICAN BUILDINGS
City of W-S
ZIP CODE: 27205
RANDOLPH
Yes
STRUCTURAL DESIGN(PROVIDE ON THE STRUCTURAL SHEETS IF APPLICABLE)
CURRENT OCCUPANCY(S) Ch. 3)
STORIES TOTAL
1,400
BLDG 2 BLDG 3 BLDG 4 BLDG 5 BLDG 6 BLDG 7 BLDG 8 BLDG 9
FIRE PROTECTION REQUIREMENTS
A2
E-MAIL:CONTACT:
Sprinkler-Standpipe
Retaining Walls>5' HighOther
MechanicalPlumbing
Structural
Civil
DESIGNER
ElectricalFire Alarm
ArchitecturalFIRM:
Rob Kennerly
NAME:
10441 rkennerly@engconcepts.com
LICENSE #: TELEPHONE #
(336) 605-8020
Robert G. Kennerly Jr., Engineered Concepts I Terracon
Engineered Concepts I Terracon
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
N/A
2018 APPENDIX B BUILDING CODE SUMMARY FOR ALL COMMERCIAL ROOF PROJECTS
Seismic ( I )
Snow ( I )Importance Factors:
Wind Load:Ground Snow Load:Live Load:
Exposure Category
Roof
(ASCE-7)
psf.
E
S
psf.
1.01.02015115B
Ultimate Wind Speed mph
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 )
Snow ( I )Importance Factors:
Wind Load:Ground Snow Load:Live Load:
Exposure Category
Roof
(ASCE-7)
psf.
E
S
psf.
1.01.02015115B
Ultimate Wind Speed mph
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 )
Snow ( I )Importance Factors:
Wind Load:Ground Snow Load:Live Load:
Exposure Category
Roof
(ASCE-7)
psf.
E
S
psf.
1.01.02015115B
Ultimate Wind Speed mph
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 )
Snow ( I )Importance Factors:
Wind Load:Ground Snow Load:Live Load:
Exposure Category
Roof
(ASCE-7)
psf.
E
S
psf.
1.01.02015115B
Ultimate Wind Speed mph
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.
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 NO SKYLIGHTS OVER CONDITIONED SPACE
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
PLUMBINGVENT PIPETO BERELOCATED
PLUMBINGVENT PIPETO BERELOCATED
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
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
612
612
2 TYP. @EAVE
6 TYP. @RIDGE
1
± 9'-0"
REMOVE & DISCARDEXISTING CLEAR-STORY WINDOWS
REMOVE & DISCARDEXISTING SKYLIGHTS
3EX2
E L E V A T I O N 1/8" = 1'-0"FY196012-EL01BLDG #1 N. AMERICAN ENTRANCE
MATC
HLIN
EM
ATCH
LINE
612
612
612
2 TYP. @EAVE
5 4
3
LOWHIGH
6 TYP. @RIDGE
1
DEMOLISH EXISTING CEDARSHAKE ROOFING SYSTEM
DEMOLISH EXISTINGT1-11 SISDING
4EX2
E L E V A T I O N 1/8" = 1'-0"FY196012-EL01BLDG #1 N. AMERICAN ENTRANCE
MATC
HLIN
EM
ATCH
LINE
± 9'-0"
0'-0"
DEMOLISH EXISTING CEDARSHAKE ROOFING SYSTEM
612
612
2 TYP. @EAVE
1
± 24'-6"
1EX2
E L E V A T I O N 1/8" = 1'-0"FY196012-EL01BLDG #1 N. AMERICAN ENTRANCE
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
E L E V A T I O N 1/8" = 1'-0"FY196012-EL01BLDG #1 N. AMERICAN ENTRANCE
ATCH
LINE
MATC
HLIN
E
± 9'-0"
0'-0"
DEMOLISH EXISTING CEDARSHAKE ROOFING SYSTEM
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.
RELOCATE PLUMBINGVENT BETWEENSTANDING SEAMS.SEE REPAIR TYPE 2FOR PLUMBING VENTRELOCATIONINSTRUCTIONS.
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 5EXISTING ROOF LOAD 14.5 PSFREPLACEMENT ROOF 13.3 PSFNET LOAD CHANGE 1.2 PSF
REGION 6
EXISTING ROOF LOAD 17.5 PSFREPLACEMENT ROOF 16.3 PSFNET LOAD CHANGE 1.2 PSF
EXISTING ROOF LOAD 17.5 PSFREPLACEMENT ROOF 16.3 PSFNET LOAD CHANGE 1.2 PSF
EXISTING ROOF LOAD 14.5 PSFREPLACEMENT ROOF 13.3 PSFNET LOAD CHANGE 1.2 PSF
3
12
1TYP. @
EAVE
MATCHLINE
MATCHLINE
CEMENTITOUS
DECKINGW
ITH
INSULATION
SNOW GUARDS,TYP. RE: DETAIL1/R7.
SNOW GUARDS,TYP. RE: DETAIL1/R7.
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
E L E V A T I O N 1/8" = 1'-0"FY196012-EL01BLDG #1 N. AMERICAN ENTRANCE
± 9'-0"
0'-0"
NEW STANDINGSEAM METAL ROOF
KITCHENEXHAUST FAN
RELOCATE PLUMBING VENTBETWEEN STANDING SEAMS.SEE REPAIR TYPE 2 FORPLUMBING VENT RELOCATIONINSTRUCTIONS.
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
RELOCATE PLUMBING VENTBETWEEN STANDING SEAMS.SEE REPAIR TYPE 2 FORPLUMBING VENT RELOCATIONINSTRUCTIONS.
RELOCATE PLUMBING VENTBETWEEN STANDING SEAMS.SEE REPAIR TYPE 2 FORPLUMBING VENT RELOCATIONINSTRUCTIONS.
± 17'-0"
SEE 6/R7 FOR PLATFORMANCHOR ATTACHMENT
5R2
E L E V A T I O N 1/8" = 1'-0"FY196012-EL01BLDG #1 N. AMERICAN ENTRANCE
± 9'-0"
0'-0"
NEW STANDINGSEAM METAL ROOF
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
E L E V A T I O N 1/8" = 1'-0"FY196012-EL01BLDG #1 N. AMERICAN ENTRANCE
IRON HEN SIGNAGE. REMOVE PROVIDESAFE STORAGE & REPLACE. SEE 10/R7FOR NEW SIGNAGE ATTACHMENT DETAIL
NEW STANDINGSEAM METAL ROOF
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
E L E V A T I O N 1/8" = 1'-0"FY196012-EL01BLDG #1 N. AMERICAN ENTRANCE
± 9'-0
0'-0"
NEW STANDINGSEAM METAL ROOF
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
E L E V A T I O N 1/8" = 1'-0"FY196012-EL01BLDG #1 N. AMERICAN ENTRANCE
± 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
E L E V A T I O N 1/8" = 1'-0"FY196012-EL01BLDG #1 N. AMERICAN ENTRANCE
NEW STANDINGSEAM METAL ROOF
NEW STANDINGSEAM METALROOF BEYOND
RELOCATE PLUMBING VENT BETWEENSTANDING SEAMS. SEE REPAIR TYPE2 FOR PLUMBING VENT RELOCATIONINSTRUCTIONS.
612
612
612
1 TYP. @EAVE
5 TYP. @RIDGE
RELOCATE PLUMBING VENT BETWEENSTANDING SEAMS. SEE REPAIR TYPE2 FOR PLUMBING VENT RELOCATIONINSTRUCTIONS.
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
CEMENTITOUSDECKING WITH
INSULATION
CEMENTITOUSDECKINGWITHOUT
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
SNOW GUARDS,TYP. RE: DETAIL1/R7.
SNOW GUARDS,TYP. RE: DETAIL1/R7.
SNOW GUARDS,TYP. RE: DETAIL1/R7
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.
RELOCATE PLUMBING VENT BETWEENSTANDING SEAMS. SEE REPAIR TYPE2 FOR PLUMBING VENT RELOCATIONINSTRUCTIONS.
RELOCATE PLUMBINGVENT BETWEENSTANDING SEAMS.SEE REPAIR TYPE 2FOR PLUMBING VENTRELOCATIONINSTRUCTIONS.
RELOCATE PLUMBING VENTBETWEEN STANDING SEAMS.SEE REPAIR TYPE 2 FORPLUMBING VENT RELOCATIONINSTRUCTIONS.
RELOCATE PLUMBING VENTBETWEEN STANDING SEAMS.SEE REPAIR TYPE 2 FORPLUMBING VENT RELOCATIONINSTRUCTIONS.
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
FIELD PERIMETER CORNER PERIMETER CORNER
-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
BUILDING #3 - DESIGN PRESSURES (PSF)PRESSURES DIMENSIONS
FIELD PERIMETER CORNER PERIMETER CORNER
-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
BUILDING #4 - DESIGN PRESSURES (PSF)PRESSURES DIMENSIONS
FIELD PERIMETER CORNER PERIMETER CORNER
-20.3 PSF -30.8 PSF -40.7 PSF 3.6 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.
3.6 FEET
BUILDING #5 - DESIGN PRESSURES (PSF)PRESSURES DIMENSIONS
FIELD PERIMETER CORNER PERIMETER CORNER
-20.3 PSF -30.8 PSF -40.7 PSF 4.1 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.
4.1 FEET
BUILDING #6 - DESIGN PRESSURES (PSF)PRESSURES DIMENSIONS
FIELD PERIMETER CORNER PERIMETER CORNER
-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
BUILDING #2 - DEAD LOADSEXISTING ROOF LOAD 17.5 PSFREPLACEMENT ROOF 16.3 PSFNET LOAD CHANGE 1.2 PSF
BUILDING #3 - DEAD LOADSEXISTING ROOF LOAD 17.5 PSFREPLACEMENT ROOF 16.3 PSFNET LOAD CHANGE 1.2 PSF
BUILDING #4 - DEAD LOADSEXISTING ROOF LOAD 17.5 PSFREPLACEMENT ROOF 16.3 PSFNET LOAD CHANGE 1.2 PSF
BUILDING #5 - DEAD LOADSEXISTING ROOF LOAD 17.5 PSFREPLACEMENT ROOF 16.3 PSFNET LOAD CHANGE 1.2 PSF
BUILDING #6 - 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"
NEW STANDINGSEAM METAL ROOF
1 TYP. @EAVE
5 TYP. @RIDGE ± 18'-0
RELOCATE PLUMBING VENT BETWEENSTANDING SEAMS. SEE REPAIR TYPE2 FOR PLUMBING VENT RELOCATIONINSTRUCTIONS.
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
NEW STANDINGSEAM METAL ROOF
NEW STANDINGSEAM METAL ROOF
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
RELOCATE PLUMBING VENTBETWEEN STANDING SEAMS.SEE REPAIR TYPE 2 FORPLUMBING VENT RELOCATIONINSTRUCTIONS.
± 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"
NEW STANDINGSEAM METAL ROOF
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
4. ALL EXISTING AND NEW DIMSGIVEN ARE ± AND ARE SUBJECTTO FIELD VERIFICATION BYCONTRACTOR.
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"
NEW STANDINGSEAM METAL ROOF
1 TYP. @EAVE
5 TYP. @RIDGE
± 17'-0
PLUMBING VENT SEE REPAIRTYPE 2 FOR VENT RELOCATION
EXIST. UTILITIESDATA & COM
SIGNAGE. SEE 10/R7FOR SIGN ATTACHMENT
THIS ROOF HATCHREPRESENTS NEWSTANDING SEAMMETAL ROOFINGSYSTEM WITHCEMENTITOUSDECKING
REPAIR LEGEND & NOTES
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
SNOWGUARDS,TYP. RE:DETAIL1/R7
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.
RELOCATE PLUMBINGVENT BETWEENSTANDING SEAMS.SEE REPAIR TYPE 2FOR PLUMBING VENTRELOCATIONINSTRUCTIONS.
RELOCATE PLUMBINGVENT BETWEENSTANDING SEAMS.SEE REPAIR TYPE 2FOR PLUMBING VENTRELOCATIONINSTRUCTIONS.
RELOCATE PLUMBINGVENT BETWEENSTANDING SEAMS.SEE REPAIR TYPE 2FOR PLUMBING VENTRELOCATIONINSTRUCTIONS.
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
NEW STANDINGSEAM METAL ROOF
NEW STANDINGSEAM METAL ROOF
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.
RELOCATE PLUMBING VENT BETWEENSTANDING SEAMS. SEE REPAIR TYPE 2 FORPLUMBING VENT RELOCATION INSTRUCTIONS.
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
PLUMBING VENT SEE REPAIRTYPE 2 FOR VENT RELOCATION
EXIST. UTILITIESDATA & COM
SIGNAGE. SEE 10/R7FOR SIGN ATTACHMENT
THIS ROOF HATCHREPRESENTS NEWSTANDING SEAMMETAL ROOFINGSYSTEM WITHCEMENTITOUSDECKING
REPAIR LEGEND & NOTES
KITCHEN HOODEXHAUST
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
4. ALL EXISTING AND NEW DIMSGIVEN ARE ± AND ARE SUBJECTTO FIELD VERIFICATION BYCONTRACTOR.
ALT G-3 KITCHEN HOODEXH. SERVICE PLATFORM
THIS ROOF HATCHREPRESENTS NEWSTANDING SEAMMETAL ROOFINGSYSTEM WITHINSULATEDCEMENTITOUSDECKING
BUILDING #7 - DESIGN PRESSURES (PSF)REGION PRESSURES DIMENSIONS
FIELD PERIMETER CORNER PERIMETER CORNER
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 1EXISTING ROOF LOAD 14.5 PSFREPLACEMENT ROOF 13.3 PSFNET LOAD CHANGE 1.2 PSF
REGION 2
REGION 3
EXISTING ROOF LOAD 17.5 PSFREPLACEMENT ROOF 16.3 PSFNET LOAD CHANGE 1.2 PSF
EXISTING ROOF LOAD 17.5 PSFREPLACEMENT ROOF 16.3 PSFNET LOAD CHANGE 1.2 PSF
3 -20.3 PSF -30.8 PSF -40.7 PSF 3 FEET 3 FEET
REGION 4EXISTING ROOF LOAD 14.5 PSFREPLACEMENT ROOF 13.3 PSFNET LOAD CHANGE 1.2 PSF
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.
CEMENTITOUSDECKING WITH
INSULATION
CEMENTITOUSDECKINGWITHOUT
INSULATION
SNOWGUARDS,TYP. RE:DETAIL1/R7
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.
RELOCATE PLUMBINGVENT BETWEENSTANDING SEAMS.SEE REPAIR TYPE 2FOR PLUMBING VENTRELOCATIONINSTRUCTIONS.
RELOCATE PLUMBINGVENT BETWEENSTANDING SEAMS.SEE REPAIR TYPE 2FOR PLUMBING VENTRELOCATIONINSTRUCTIONS.
N
BUILDING #8 - DESIGN PRESSURES (PSF)PRESSURES DIMENSIONS
FIELD PERIMETER CORNER PERIMETER CORNER
-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
BUILDING #8 - DEAD LOADSEXISTING ROOF LOAD 17.5 PSFREPLACEMENT ROOF 16.3 PSFNET LOAD CHANGE 1.2 PSF
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"
NEW STANDINGSEAM METAL ROOF
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"
NEW STANDINGSEAM METAL ROOF
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"
PLUMBING VENT SEE REPAIRTYPE 2 FOR VENT RELOCATION
EXIST. UTILITIESDATA & COM
SIGNAGE. SEE 10/R7FOR SIGN ATTACHMENT
THIS ROOF HATCHREPRESENTS NEWSTANDING SEAMMETAL ROOFINGSYSTEM WITHCEMENTITOUSDECKING
REPAIR LEGEND & NOTES
KITCHEN HOODEXHAUST
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
4. ALL EXISTING AND NEW DIMSGIVEN ARE ± AND ARE SUBJECTTO FIELD VERIFICATION BYCONTRACTOR.
ALT G-3 KITCHEN HOODEXH. SERVICE PLATFORM
THIS ROOF HATCHREPRESENTS NEWSTANDING SEAMMETAL ROOFINGSYSTEM WITHINSULATEDCEMENTITOUSDECKING
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
CEMENTITOUSDECKING WITH
INSULATION
CEMENTITOUSDECKINGWITHOUT
INSULATION
SNOW GUARDS,TYP. RE: DETAIL1/R7
4 TYP. @VENT
6
1211
RELOCATE PLUMBINGVENT BETWEENSTANDING SEAMS.SEE REPAIR TYPE 2FOR PLUMBING VENTRELOCATIONINSTRUCTIONS.
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
BUILDING #9 - DESIGN PRESSURES (PSF)PRESSURES DIMENSIONS
FIELD PERIMETER CORNER PERIMETER CORNER
-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
BUILDING #9 - DEAD LOADSEXISTING ROOF LOAD 17.5 PSFREPLACEMENT ROOF 16.3 PSFNET LOAD CHANGE 1.2 PSF
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
ROOF PLAN 3/16" = 1'-0"FY196012-PL01BLDG #7 ENLARGED ROOF PLAN
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 EXHAUSTFAN SERVICE HINGETO HIGH SIDE. SEE R9FOR REPAIR TYPE '4'
RELOCATE EXHAUST FAN SERVICE HINGETO HIGH SIDE. SEE R9 FOR REPAIR TYPE '4'
8'-10
"
N
OUTSIDE OF BLDG.WALL BELOW
1
7R5
ROOF PLAN 3/16" = 1'-0"FY196012-PL01BLDG #4 ENLARGED ROOF PLAN
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
EXIST. KITCHENEXHAUST FAN
TYP
. @E
XH. F
AN
6'-8"
3'-0
"
3S
IM.
RELOCATE PLUMBINGVENT BETWEENSTANDING SEAMS.SEE REPAIR TYPE 2FOR PLUMBING VENTRELOCATIONINSTRUCTIONS.
RELOCATE EXHAUSTFAN SERVICE HINGETO HIGH SIDE. SEE R9FOR REPAIR TYPE '4'
OUTSIDE OF BLDG.WALL BELOW
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
BLOCKING FOR KITCHENEXHAUST EQUIPMENTOPENING
3S
IM.
2X8 ROOFFRAMING@ 16" O.C.
OUTSIDE OF BLDG.WALL BELOW
N
TYP
. @E
XH. F
AN
BLOCKING FOR KITCHENEXHAUST EQUIPMENTOPENING
12R5
FRAMING PLAN 3/16" = 1'-0"FY196012-PL01BLDG #9 ENLARGED ROOF FRAMING PLAN
10
OUTLINE OF KITCHENEXH. PLATFORM ABOVE
TRUSS
2X8 ROOF FRAMING@ 16" O.C.
4'-0"4'-0"
GIRDER TRUSS
2'-0
"
2'-6"
3S
IMTY
P@
FAN
OUTSIDE OF BLDG.WALL BELOW
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
ROOF PLAN 3/16" = 1'-0"FY196012-PL01BLDG #1 ENLARGED ROOF PLAN
EXIST. KITCHENEXHAUST FAN
STAINLESS STEELGREASE DRIP PAN
CRICKET
RELOCATE EXHAUSTFAN SERVICE HINGETO HIGH SIDE. SEE R9FOR REPAIR TYPE '4'
3'-0"
3'-0"
3
OUTSIDE OF BLDG.WALL BELOW
N
3R5
FRAMING PLAN 3/16" = 1'-0"FY196012-PL01BLDG #1 ENLARGED ROOF FRAMING
OUTLINE OF KITCHENEXH. PLATFORM ABOVE
GIRDERTRUSS
TRUSS
4'-0"
2'-0"
10
2'-6"
4'-0"
3TYP. @
EXH. FAN
BLOCKING FOR KITCHENEXHAUST EQUIPMENT OPENING
OUTSIDE OF BLDG.WALL BELOW
N
ENLA
RG
ED R
OO
F R
EPA
IR P
LAN
S A
ND
ELE
VATI
ONS
R5
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
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
CONCEALED CLIP& FASTENERS
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
CONCEALED CLIP& FASTENERS
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.
PREFINISHED METALWALL PANEL.
PREFINISHEDMETAL WALL PANEL
PREFINISHED METALWALL 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
WINDOW SILLPAN STEP #2
WINDOW SILLPAN STEP #2
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
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
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
ADD/ALT. G-3KITCHEN EXHAUST FANSERVICE PLATFORMS
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
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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
ADD/ALT. G-3KITCHEN EXHAUST FANSERVICE PLATFORMS
ADD/ALT. G-3KITCHEN EXHAUST FANSERVICE PLATFORMS
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
ALT
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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
OS
T O
FF
ICE
BO
X 3
52
86
F
IRM
LIC
EN
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NO
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-06
89
GR
EE
NS
BO
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C 2
74
25
WW
W.E
NG
CO
NC
EP
TS
.CO
MO
FF
ICE
33
6 6
05
80
20
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
ADD/ALT. G-5KITCHEN EXHAUST FANSERVICE PLATFORMS
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
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