LARAMIE COUNTY COMMUNITY COLLEGE · AT NO COST TO THE OWNER. TOBIN & ASSOCIATES ARCHITECTURE / PLANNING CONSULTANTS: ISSUE DATE PLOTTED ON: ARCHITECT #: OWNER: 1820 DILLON AVENUE,

TOBIN & ASSOCIATES

ARCHITECTURE / PLANNING

CONSULTANTS:

DATEISSUE

PLOTTED ON:

ARCHITECT #:

OWNER:

1820 DILLON AVENUE, SUITE 200A

CHEYENNE, WYOMING 82003

PHONE: 307-632-3144

FAX: 307-632-6645

OWNERSHIP OF DOCUMENTS:

This document and the ideas and designs incorporatedherein, as an instrument of professional service, is theproperty of Tobin & Associates, P.C. Tobin & Associates,P.C. are the author of this document and retain all commonlaw, statutory and other reserved rights, including copyright.This document is not to be used, in whole or part, for anyother project without the written authorization of Tobin &Associates, P.C. Copyright 2015

CONTACT PERSON(S):

CONTACT(S):

KEN TOBIN, AIAMARTIN CROZIER, RRO

Project Address

OWNER #: −−

−− −−

CYBERCON CONSULTINGP.O. BOX 621832LITTLETON CO. 80162

CONTACT PERSON: NICK LOVATO

PHONE: (303) 741−6020

11/11/2015 7:25:28 AM

C100

COVER

PE BUILDING −GYMROOF REPLACEMENT

LARAMIE COUNTY COMMUNITY COLLEGE

10−04−24

1400 COLLEGE DRIVECHEYENNE WY

TIM MACNAMARAP (307) 7781256


P.E. BUILDING GYM ROOF REPLACEMENT

?

A17.32

1SIM

EXISTING WALLS OR ELEMENTSTO REMAIN

KEY NOTES

INDICATES SIMILAR

INDICATES DETAIL NUMBER

INDICATES SHEET NUMBER

CALLOUT TAG

INDICATES SIMILAR

INDICATES DETAIL NUMBER

INDICATES SHEET NUMBER

DETAIL SECTION TAG

A17.32

1SIM

A/C AIR CONDITIONINGACT ACOUSTIC TILEADH ADHESIVEADJ ADJACENTAFF ABOVE FINISH FLOORAH ACRYLIC FACED HARDBOARDALUM ALUMINUMANCH ANCHORALT ALTERNATEARCH ARCHITECT(URAL)ASR AS REQUIREDAWB ACOUSTICAL WALL BOARDAWC ACOUSTICAL WALL COVERING

BD BOARDBE BLOCK ENHANCERBP BRICK PAVERBM BEAMBTWN BETWEENBLDG BUILDINGBLK(G) BLOCK (ING)BRK BRICKBSMT BASEMENTBTU BRITISH THERMAL UNIT

CAB CABINETCFM CUBIC FEET / MINUTECG CORNER GUARDCJ CONTROL JOINTCPT CARPETCL CENTER LINECLG CEILINGCLR CLEAR(ANCE)CM CORRUGATED METALCMU CONCRETE MASONRY UNITCOL COLUMNCONC CONCRETECORR CORRIDORCP CEMENT PLASTERCRK CORKCT CERAMIC TILECTR CENTERCW COLD WATER

DIA DIAMETERDIM DIMENSIONDN DOWNDP DIAMOND PLATEDR DOORDTL DETAILDWG DRAWING

EA EACHEJ EXPANSION JOINTEX EXISTINGELEC ELECTRICALELEV ELEVATIONENT ENTRANCEEP EPOXY PAINTEQ EQUALEST ESTIMATEEXP EXPOSEDEXT EXTERIOR

FE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFD FLOOR DRAINFIN FINISH

GA GAUGEGAL GALVANIZEDGB GRAB BARGL GLASS, GLAZINGGT GLAZED TILEGYP GYPSUMGYP BD GYPSUM BOARD

HDWR HARDWAREHT HEIGHTHM HOLLOW METALHVAC HEATING / VENTILATION/ ACHW HOT WATER

IN INCHINSUL INSULATIONINT INTERIOR

JAN JANITORJST JOISTJT JOINT

KIT KITCHENKWH KILOWATT HOUR

LAM LAMINATELAV LAVATORYLB(S) POUND(S)LCK LOCKERLP LAXTEX PAINTLT LIGHTLTG LIGHTING

MAR MARBLEMCP METAL CLAD PANELSMFR MANUFACTURERMEZZ MEZZANINEMH MANHOLEMIN MINIMUMMIR MIRRORMISC MISCELLANEOUSMLWK MILLWORKMTL METAL

NIC NOT IN CONTRACTNO NUMBERNTS NOT TO SCALE

OC ON CENTEROD OUTSIDE DIAMETEROP OPERABLE PARTITION

PC PRECAST CONCRETEPLY PLYWOODPNT PAINTPC PRIME COATPL PLASTERPLAM PLASTIC LAMINATEPLE PLASTER−EPOXYPLP PLASTER−PAINTPOL POLYURETHANEPWR POWER

QT QUARRY TILEQTY QUANTITY

RB RUBBER BASERC RUBBER COVE BASERCP REFLECTED CEILING PLANRD ROOF DRAINREQ’D REQUIREDRM ROOMRO ROUGH OPENINGRR RADIAL RUBBER TILERS RUBBER STRAIGHT BASERU RUSTED AND SEALED

SC SEALED CONCRETESCH SCHEDULESEC SECTIONSHT SHEETSIM SIMILARSL SLATESLR SEALERSPEC SPECIFICATIONST STONESTL STEELSTOR STORAGESUS SUSPENDEDSV SHEET VINYL

ABBREVIATIONS

T&G TONGUE AND GROOVETEL TELEPHONETEMP TEMPEREDTHK THICKNESSTHR THRESHOLDTHRU THROUGHTO TOP OFTOB TOP OF BEAMTOC TOP OF CURBTOW TOP OF WALLTL TILETS TUBE STEELTW* TILE WAINSCOT TO 48",

PAINTED GYP BD ABOVETYP TYPICALTZ TERRAZZO

UBC UNIFORM BUILDING CODEUR URINALUTIL UTILITY

VAR VARIESVCB VINYL COVE BASEVCT VINYL COMPOSITION TILEVERT VERTICALVEST VESTIBULEVGB VINYL WRAPPED GYPSUM BOARDVR VARNISHED STAINVIF VERIFY IN FIELDVIN VINYLVT VINYL WITH TEDLAR FINISHVWC VINYL WALL COVERING

WC WATER CLOSETWD WOODW/O WITHOUTWDP WOOD PANELINGWPR WALL PAPERWR WATER RESISTANT

NOTE:

NOT ALL ABBREVIATIONS ARE USED IN THISDRAWING SET. OTHER ABBREVIATIONS MAY BEDEFINED IN OTHER SECTIONS OF THE DRAWINGS,SHOULD QUESTIONS ARISE CONTACT THEARCHITECT FOR CLARIFICATION.

GENERAL NOTES

INTENT OF THE DRAWINGSTHE INTENT OF THE DRAWINGS IS TO PROVIDE INFORMATION FOR CONSTRUCTION. IT ISIMPORTANT FOR THE CONTRACTOR TO VERIFY FIELD DIMENSIONS AND CONDITIONS BEFOREEXECUTION OF THE WORK. CONTACT THE ARCHITECT SHOULD DISCREPANCIES EXIST.

CONTRACTOR’S RESPONSIBILITYCONTRACTOR AND SUBCONTRACTORS SHALL PROVIDE ALL LABOR, MATERIAL AND EQUIPMENTTO COMPLETE ALL WORK SHOWN ON PLANS, CALLED FOR IN SPECIFICATIONS, ORREASONABLY IMPLIED FOR A COMPLETE INSTALLATION EVEN THOUGH NEITHER SHOWN ONPLANS OR CALLED OUT IN SPECIFICATIONS.

SYMBOLS LEGEND

1/4" = 1’−0"

SYMBOLS LEGEND

MAPS

LOCATION MAP

NTS

N

PLAN NORTH

VICINITY MAP

NTS

N

PLAN NORTH

SHEET INDEX, ARCHITECTURAL

A101 ROOF DEMOLITION PLAN

A102 NEW ROOF PLAN

A103 ROOF DETAILS

A104 ROOF DETAILS

SHEET INDEX, GENERAL SHEETS

G101 GENERAL NOTES

SHEET INDEX

TOBIN & ASSOCIATES


CONSULTANTS:

DATEISSUE

PLOTTED ON:

ARCHITECT #:

OWNER:



PHONE: 307-632-3144

FAX: 307-632-6645



CONTACT PERSON(S):

CONTACT(S):


Project Address

OWNER #: −−

−− −−



PHONE: (303) 741−6020

11/11/2015 7:25:29 AM

G101

GENERAL NOTES



10−04−24



PROJECT SITE

5

53

5

5 5

5

5

.1

.1

.1

33

4

4

4

4

4

4

4

4

4

4

22

2

222

22 2

6

6

6

6

6

6666

66 7

7

7

7

6

6

6

LOWER ROOF AREA, NO WORK IN THISAREA PROTECT DURING CONSTRUCTION

LOWER ROOF AREA, NO WORK IN THISAREA PROTECT DURING CONSTRUCTION

NO WORK IN THIS AREA PROTECTDURING CONSTRUCTION

ALL SLOPES INDICATED ARE TAPERED INSULATION SLOPES.CONTRACTOR SHALL PROVIDE FACTORY TAPERED INSULATION ATTHESE SLOPES FOR THE ROOF SYSTEM

ALL MEASUREMENTS SHALL BE FIELD VERIFIED BY CONTRACTORBEFORE MATERIAL IS ORDERED.

WALL TYPES AND SIZES ARE OBTAINED FROM AS−BUILT DRAWINGSAND MAY NOT BE CORRECT, CONTRACTOR SHALL FIELD VERIFY.

CONTRACTOR SHALL COVER ALL INSULATION WITH A WEATHERPROOF TARP, SHIPPING PLASTIC IS NOT ACCEPTABLE.

ALL INSULATION SHALL BE STACKED ON SKIDS OR PALLETS TOPREVENT ANY DAMAGE TO BOTTOM OF BUNDLES.

EXISTING ROOF SYSTEMS THAT ARE TO REMAIN SHALL BEPROTECTED DURING CONSTRUCTION.

NO STOCKING OF MATERIAL AND EQUIPMENT ON ROOFS THAT ARENOT IN CONTRACT.

CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTINGROOF SYSTEMS AND WILL BE REQUIRED TO REPAIR ANY DAMAGEAT NO COST TO THE OWNER.

TOBIN & ASSOCIATES


CONSULTANTS:

DATEISSUE

PLOTTED ON:

ARCHITECT #:

OWNER:



PHONE: 307-632-3144

FAX: 307-632-6645



CONTACT PERSON(S):

CONTACT(S):


Project Address

OWNER #: −−

−− −−



PHONE: (303) 741−6020

11/11/2015 7:25:27 AM

A101

ROOF DEMOLITION PLAN



10−04−24



1/8" = 1’−0"A101

1 EXISTING ROOF DEMOLITION PLAN

1 REMOVE ALL EXISTING LAYERS OF MODIFIEDBUILT UP ROOFING AND INSULATION.

2 REMOVE ALL EXISTING ROOF SYSTEM VENTS.

3 REMOVE EXISTING SCUPPERS, CONDUCTORHEADS AND DOWNSPOUTS.

4 REMOVE ALL EXISTING WALL FLASHINGS.

5 EXISTING DRAINS TO REMAIN, INSPECT ALL DRAINRINGS, DRAIN BOWLS AND BOLTS. REPLACE ANYSTRIP OR BROKEN DRAIN BOLTS, REPLACE ANYBROKEN OR CRACKED DRAIN RING OR BOWLS.

6 EXISTING PIPE STANDS TO REMAIN, PROTECTDURING CONSTRUCTION.

7 EXISTING GAS LINE TO REMAIN, PROTECT DURINGCONSTRUCTION.

KEYNOTES

CONTRACTOR TO PROTECT GYM FLOOR AT ALL TIMES DURING CONSTRUCTION,FLOOR SHALL BE COVERED DAILY DURING ROOF REMOVAL AND CLEANED UPONFINISH OF ROOF REMOVAL, ANY CONTRACTOR PERSONAL ENTERING THEBUILDING SHALL WEAR CLEAN SHOES, ANY BOOTS THAT CAN MARK THE FLOORARE NOT ALLOWED ON THE GYM FLOOR. CONTRACTOR SHALL PROVIDE A NEWFINE BRISTLE PUSH BROOM FOR USE ON THE GYM FLOOR, THIS BROOM SHALLNOT BE USED ANY WHERE ELSE.

GENERAL NOTES

2

A103

TYP

1

A103

TYP

1

A103

TYP

2

A103

TYP

14

88

141414

10

10

10

10

10

13

1313

13

1313

LOWER ROOF AREA, NO WORK IN THISAREA, PROTECT DURING CONSTRUCTION

LOWER ROOF AREA, NO WORK IN THISAREA, PROTECT DURING CONSTRUCTION

NO WORK IN THIS AREA, PROTECTDURING CONSTRUCTION

8’ − 3" +/− 42’ − 2" +/− 62’ − 2" +/−

112’ − 7" +/−

87’ −

9"

+/−

21’ −

6"

+/−

A103

7TYP

A103

7TYP

7

7

6

6

16161616

16 1616

16

1

A103

TYP

1

A103

TYP

1

A103

TYP

1

A103

TYP

1

A103

TYP

1/8"/12"1/8"/12"1/8"/12"1/8"/12"

1/8"/12"

1/8"/12"1/8"/12"1/8"/12"1/8"/12"

1/8"/12"

1/8

"/12"

1/8

"/12"

1/8

"/12"

1/8

"/12"

1/8

"/12"

1/8

"/12"

1/4

"/12"

1/4

"/12"

1/4

"/12"

1/4

"/12"

1/4

"/12"

1/4

"/12"

1/4

"/12"

1/4

"/12"

1/8"/12"

1/8"/12"1/8"/12"1/8"/12"1/8"/12"

1/8"/12"1/8"/12"1/8"/12"

1/8

"/12"

1/8

"/12"

1/8

"/12"

1/8

"/12"

.11

.

.

.

.11

11

11

11

10

1010

10

.9

.

15’ − 8" +/− 28’ − 5" +/− 24’ − 4" +/− 28’ − 5" +/− 15’ − 8 +/−

112’ − 7" +/−

18’ − 0" +/− 28’ − 5" +/− 15’ − 8" +/−

A104

1TYP

A104

1TYP

ALL SLOPES INDICATED ARE TAPERED INSULATION SLOPES.CONTRACTOR SHALL PROVIDE FACTORY TAPERED INSULATION ATTHESE SLOPES FOR THE ROOF SYSTEM

ALL MEASUREMENTS SHALL BE FIELD VERIFIED BY CONTRACTORBEFORE MATERIAL IS ORDERED.

WALL TYPES AND SIZES ARE OBTAINED FROM AS−BUILT DRAWINGSAND MAY NOT BE CORRECT, CONTRACTOR SHALL FIELD VERIFY.

CONTRACTOR SHALL COVER ALL INSULATION WITH A WEATHERPROOF TARP, SHIPPING PLASTIC IS NOT ACCEPTABLE.

ALL INSULATION SHALL BE STACKED ON SKIDS OR PALLETS TOPREVENT ANY DAMAGE TO BOTTOM OF BUNDLES.

EXISTING ROOF SYSTEMS THAT ARE TO REMAIN SHALL BEPROTECTED DURING CONSTRUCTION.

NO STOCKING OF MATERIAL AND EQUIPMENT ON ROOFS THAT ARENOT IN CONTRACT.

CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTINGROOF SYSTEMS AND WILL BE REQUIRED TO REPAIR ANY DAMAGEAT NO COST TO THE OWNER.

EXISTING CONCRETE DECK

3" RIGID INSULATION

TAPERED INSULATION AS SHOWN

GYPSUM COVER BOARD

SINGLE PLY ROOF SYSTEM

TOBIN & ASSOCIATES


CONSULTANTS:

DATEISSUE

PLOTTED ON:

ARCHITECT #:

OWNER:



PHONE: 307-632-3144

FAX: 307-632-6645



CONTACT PERSON(S):

CONTACT(S):


Project Address

OWNER #: −−

−− −−



PHONE: (303) 741−6020

11/11/2015 7:25:27 AM

A102

NEW ROOF PLAN



10−04−24



1/8" = 1’−0"A102

1 NEW ROOF PLAN

KEYNOTESGENERAL NOTES

CONTRACTOR TO PROTECT GYM FLOOR AT ALL TIMES DURING CONSTRUCTION,FLOOR SHALL BE COVERED DAILY DURING ROOF REMOVAL AND CLEANED UPONFINISH OF ROOF REMOVAL, ANY CONTRACTOR PERSONAL ENTERING THEBUILDING SHALL WEAR CLEAN SHOES, ANY BOOT THAT CAN MARK THE FLOORARE NOT ALLOWED ON THE GYM FLOOR. CONTRACTOR SHALL PROVIDE A NEWFINE BRISTLE PUSH BROOM FOR USE ON THE GYM FLOOR, THIS BROOM SHALLNOT BE USED ANY WHERE ELSE.

ROOF TYPE

11 NEW FACTORY 4−WAY TAPERED INSULATION.

13 NEW SCUPPER SLEEVE, COLLECTOR HEAD AND DOWN SPOUT,DOWN SPOUT TO EXTEND TO WITHIN 6" OF GROUND OR LOWERROOF, SAW CUT EXISTING CONCRETE WALL AS REQUIRED FORNEW OVERFLOW SCUPPERS, COLOR TO BE SELECTED BYARCHITECT FROM MANUFACTURER’S FULL RANGE OF COLORS.

14 NEW CONCRETE SPLASH BLOCK

16 EXISTING DRAINS TO BE RAISE TO THE TOP OF THE NEW BASEINSULATION. UNHOOK EXISTING PIPE AT THE NO HUB ATTACHINGIT TO THE EXISTING 90 DEGREE ELBOW INSIDE OF BUILDING,INSTALL NEW PIPE SECTION BETWEEN EXISTING 90 DEGREEELBOW AND DRAIN BOWL WITH NEW PIPE OF SAME TYPE ANDSIZE. INSTALL WOOD NAILER AS NEEDED FOR DRAIN BOWL.PRESSURE CHECK ALL DRAIN LINES AS REQUIRE TO INSURETHERE IS NO LEAKS, FLASH DRAIN AS REQUIRED BY ROOFINGMANUFACTURER. CONTRACTOR IS TO PROTECT GYM FLOOR ATALL TIMES. VERIFY WITH OWNER ON PROPER METHODS OFPROTECTING FLOOR.

6 EXISTING PIPE STANDS TO REMAIN, PROTECT DURINGCONSTRUCTION.

7 EXISTING GAS LINE TO REMAIN, PROTECT DURINGCONSTRUCTION.

8 LOCATION OF NEW OVER FLOW SCUPPER, CONTRACTOR SHALLSAW CUT EXISTING CONCRETE WALL TO RECEIVE 8" X 8"OVERFLOW SCUPPER, INSTALL NEW SCUPPER SLEEVE WITH ALLSEAMS SOLDERED WATER TIGHT, INSTALL NEW CONDUCTORHEAD AND DOWN SPOUT, COLOR TO BE SELECTED BYARCHITECT FROM MANUFACTURER’S FULL RANGE OF COLORS.

9 NEW SINGLE PLY ROOF SYSTEM.

10 NEW WALL FLASHINGS.

3 1/2"

1 1/2"

1'-6"

3"

1 1

/2"

4"

2"

2"

2'-0"

EXISTING CONCRETE ROOF DECK

RIGID INSULATION, HEIGHT VARIES

GYPSUM COVER BOARD


1/8"x1" ALUMINUM BAR ATTACHED @ 8" O.C.

SINGLE PLY ROOF MEMBRANE FULLYADHERED TO EXTEND UP WALL ,OVER TOPAND DOWN OUTSIDE 1" MIN PAST ALLWOOD NAILERS

EXISTING 2x

NEW 2x WOOD STUD @ 24" O.C.

NEW 1/2" PLYWOOD SHEATHING FASTENED @TOP, MID POINT AND BOTTOM @ 16" O.C.

CONTINUOUS BEAD OF SEALANT AT EVERY WALL LEG

EXISTING METAL CAP TO REMAINPROTECT DURING CONSTRUCTION

FASTENER @ 16" O.C.FASTENER @ 4" STAGGERED

FASTENER @ 18" O.C.

22 GA GALV. METAL WIND CLIP FASTENED @ MAX. 6" O.C.

1/2" PLYWOOD SHEATHING

PRE−FINISHED METAL FASCIA 8" MAX HEIGHT TOPREVENT OIL CANNING, COLOR TO BE SELECTED BY

ARCHITECT

PRE−FINISHED METAL COPING,COLOR TO BE SELECTED BYARCHITECT

22 GA GALV METAL WIND CLIP

ALL PARAPET WALL TO BE EQUAL HEIGHT AND TO EXTEND MIN.OF 8" ABOVE FINISHED ROOF AT ROOFS HIGHEST POINT.

NOTE

EXISTING TWIN TEE WALL LEG


SEAM PER MANUFACTURER’S SPECIFICATION

PRE−MOLDED FLASHING

SS CLAMP

CONTINUOUS BEAD OF SEALANT

EXISTING CONCRETE ROOF DECK

RIGID INSULATION

GYPSUM COVER BOARD

EXISTING GAS PIPE STAND

INSTALL NEW 2x TREATED WOOD BLOCK,FASTEN W/ COLLAR FASTENER TO WOODBLOCK AND BALLISTIC FASTENER FOR WOODTO STEEL PLATE

EXISTING GAS LINE TO REMAINPROTECT DURINGCONSTRUCTION

FV

FIELD VERIFY FIELD VERIFY

4"

2"

1’ −

0"

1"

1"

8" 1" 10"1"

1’ − 0"9"

4"

2"

1’ −

0"

1"

6"

R 0

' -

3"

COLOR TO BE CHOSEN BY ARCHITECT

1’ −

7"

1’ −

7"

NOTICE: WHEN USING EXISTING DOWN SPOUTFIELD VERIFY SIZE BEFORE FABRICATING NEWCONDUCTOR HEADS.WHEN USING NEW DOWN SPOUTS REFER TODETAIL 4/A103 FOR DOWN SPOUT DIMENSIONSBEFORE FABRICATING CONDUCTOR HEAD

1 1/2"3"

1 1/2"

6"

6"

METAL DOWN SPOUT,COLOR TO BE CHOSEN BYOWNER

HANGER STRAP TOMATCH DOWN

SPOUT @24" OC

METAL COVER @TOP OF VERTICALDOWN SPOUT TOMATCH DOWNSPOUT

METAL DOWN SPOUT,COLOR TO BE CHOSEN BYOWNER

METAL COVER@ BOTTOM OFVERTICALDOWN SPOUTTO MATCHDOWN SPOUT

8"

135.0

0°

6"

6"

6"

6"

6"

TYPICAL HANGER STRAP

1"

1 1/2"

3"

1 1/2"

1"

6"

1 1

/2"

CONNECT

FIELDVERIFY

FIELD VERIFY

BRAKE

BRAKE

FASCIA

HEM AND KICK

BEND− OVER PIECE

STAND−UP PIECE

EXPLODED VIEWSTANDINGSEAM JOINT

FINISHED VIEWSTANDINGSEAM JOINT

SEALANT

BEND OVER TAB

FIELDVERIFY

FIELDVERIFY

FIELDVERIFY

FIELD VERIFY

3/4" 3/4"

FV FV FV

3/4" 3/4"

1 1

/4"

3/4" 3/4"

FV FV RV

3/4" 3/4"

HEM AND KICK

EXISTING GAS LINE

NEW PRE−FINISHED METAL COPING SEE DETAIL THIS SHEET

NEW SINGLE PLY WALL FLASHING TO EXTEND UPWALL AND DOWN FACE COVERING ALL WOODNAILER AND EXTEND 1" PAST WOOD NAILERS


1" LAP W/ SEALANT

LAP HORIZONTAL CAP FLASHING OVER 1" VERTICAL CAP FLASHING

LAP VERTICAL CAP FLASHING OVER HORIZONTAL CAP FLASHING

FIELD VERIFY

WALL

WALL

SINGLE PLY ROOF SYSTEM WALL FLASHING

NON−REINFORCED MEMBRANE

FASTENER @ 12" O.C.

METAL SCUPPER W/ ALL SEAMSSOLDERED WATER TIGHT SET IN WATERCUT OFF MASTIC

NON−REINFORCED MEMBRANE

SINGLE PLY ROOF MEMBRANE

GYPSUM COVER BOARD

TAPERED INSULATION

RIGID INSULATION

CONCRETE ROOF DECK

2x FIRE TREATEDWOOD NAILER ASREQUIRED TOOBTAIN PROPERHEIGHT

SCUPPER

PRE FINISHED METAL FACE PLATE

6"SEALANT

PRE−FINISHED METAL CONDUCTOR HEAD

REFER TO DETAILS 3,4 AND 6 ON SHEET A103 FOR ADDITIONAL DETAILINFORMATION ON CONDUCTOR HEADS, SCUPPER AND DOWNSPOUTS

SLIDE SCUPPER THRU WALL

ATTACH FACE PLATE

WALL

BACKER ROD ANDSEALANT AT ALL SIDESOF EXTERIOR JOINTPRIOR TO FACE JOINT

APPLY 1" WIDEBUTYL SEALANTTAPE ON BACK SIDEOF FACE PLATE

22 GA G.S.

SOLDER ALL JOINTS

SEALANT ALL SIDE OF FACEPLATE PRIOR TO CONDUCTORHEAD

24 GA PRE− FINISHED METAL, ARCHITECT TO SELECT COLOR



ATTACH CONDUCTOR HEAD

1. PRIME BOTH SIDES OF SCUPPER FLANGES ANDINSERT SCUPPER SLEEVE THROUGH WALLOPENING.

2. SET SCUPPER FLANGE IN BED OF PLASTIC ROOFCEMENT OVER ROOFING PLIES PRIOR TO CAPSHEET

3. FASTEN FLANGES 4" O.C. WITH PAN HEAD SCREWS4. STRIP IN WITH TWO PLIES OF BASE SHEET PRIOR TO

CAP SHEET5. SEAL EXTERIOR JOINT BETWEEN SCUPPER SLEEVE

AND WALL WITH BACKER ROD AND SEA,ANT6. INSTALL FACE PLATE ON EXTERIOR WALL. FASTEN

AND SEAL IN PLACE7. POP RIVET FLANGES OF FACE PLATE TO END OF

SCUPPER SLEEVE 2" O.C. AND SEAL WITH SEALANT.8. STRIP− IN SCUPPER WITH 2 PLIES FINISHING FELTS

AND CAP SHEET.1 23/32"

2 13/16"

SEE DETAIL 4/A4.54

APP MODIFIED BITUMEN OVERALL JOINTS AND HOLES INDECK TO PREVENT DEBRISFROM ENTERING THEBUILDING

FULLY ADHERED

10"

UN−ADHERED

4"

FULLY ADHERED

10"

NOTE: PROVIDE SPLASH BLOCKS AT ALL DOWN SPOUT LOCATIONS

TOBIN & ASSOCIATES


CONSULTANTS:

DATEISSUE

PLOTTED ON:

ARCHITECT #:

OWNER:



PHONE: 307-632-3144

FAX: 307-632-6645



CONTACT PERSON(S):

CONTACT(S):


Project Address

OWNER #: −−

−− −−



PHONE: (303) 741−6020

11/11/2015 7:25:27 AM

A103

ROOF DETAILS



10−04−24



1 1/2" = 1’−0"A103

1 TYPICAL WALL FLASHING

1 1/2" = 1’−0"A103

2 TYPICAL PIPE STAND FLASHING

1 1/2" = 1’−0"A103

3 TYPICAL CONDUCTOR HEAD

1 1/2" = 1’−0"A103

4 TYPICAL DOWN SPOUT

1 1/2" = 1’−0"A103

5 TYPICAL COPING SEAM

1 1/2" = 1’−0"A103

7 WALL @ GAS LINE

1 1/2" = 1’−0"A103

8 TYPICAL SCUPPER INSTALLATION

1 1/2" = 1’−0"A103

6 CONDUCTORHEAD/SCUPPER ASSEMBLY

1 1/2" = 1’−0"A103

9 TYPICAL PRECAST CONCRETE JOINT

1 1/2" = 1’−0"A103

10 TYPICAL SPLASH BLOCK DETAIL

SLOPE

SLOPE

SLOPE

TREATED WOOD NALER AS NEEDED

SCUPPER HOLE

RIGID INSULATION

FLAT

TOBIN & ASSOCIATES


CONSULTANTS:

DATEISSUE

PLOTTED ON:

ARCHITECT #:

OWNER:



PHONE: 307-632-3144

FAX: 307-632-6645



CONTACT PERSON(S):

CONTACT(S):


Project Address

OWNER #: −−

−− −−



PHONE: (303) 741−6020

11/11/2015 7:25:28 AM

A104

ROOF DETAILS



10−04−24



NOT TO SCALEA104

1 TYPICAL OVERFLOW SCUPPER

Documents

LARAMIE COUNTY COMMUNITY COLLEGE · AT NO COST TO THE OWNER. TOBIN & ASSOCIATES ARCHITECTURE / PLANNING CONSULTANTS: ISSUE DATE PLOTTED ON: ARCHITECT #: OWNER: 1820 DILLON AVENUE,