lake jackson town center at huntington oaks roof · these drawings and renderings are instruments...

DRAWN: REVIEWED: DATE: Sheet No:Description:THESE DRAWINGS AND RENDERINGS ARE INSTRUMENTS OF SERVICE. THEDRAWINGS AND ASSOCIATED COPIES THEREOF, INCLUDING ELECTRONIC MEDIAAND CADD FILES, ARE THE PROPERTY OF ARCHITECTS: LEWIS + WHITLOCK, P.A. THEIR USE, REPRESENTATION OR REPRODUCTION IN ACTUAL OR CONTENT BY ANY ENTITY THAT POSSESSES THEM FOR ANY PURPOSE EXCEPT BY WRITTENAGREEMENT WITH THE ARCHITECT IS PROHIBITED. THIS COPYRIGHTNOTIFICATION SHALL BE TRUE AS IF DIRECTLY PLACED ON EACH DRAWINGEXHIBIT OR RENDERING ON THIS DOCUMENT AND SHALL NOT BE REMOVEDFROM THESE DOCUMENTS.

3.

Consultant:

DESIGN DEVELOPMENTADVANCED SCHEMATIC DESIGNCONCEPT SCHEMATIC DESIGN

PHASE:

100% CONSTR. DOCUMENTS

50% CONSTRUCTION DOCUMENTSBID DOCUMENTS

DRAWN: REVIEWED: DATE:

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6.FL AA0003316

Lewis + Whitlock

Seal:

Job

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3840

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architectureinterior designplanning

Architects206 west virginia st | tallahassee. fl 32301

ph: 850 942 1718 | fax: 850 942 2110www.think3d.net

1119

6.3

Cover Sheet, Abbreviations,General Notes, Symbols andIndex of DrawingsSM R. LEWIS 9/12/2013

ROSENBAUMENGINEERING INC.1705 South Gadsden St. Suite 100Tallahassee, FL 32301PH. 850.671.7230

SM R. LEWIS 9/23/2013

#CSA1.1A1.2A1.3

NameCover Sheet, Abbreviations, General Notes, Symbols and Index of DrawingsRoof PlanRoof DetailsRoof Details

PROJECT AREA

PROJECT LOCATION

A1.11

A1.11

A1.1

1

2

3

4

A1.11

A1.11

A1.11

100% Construction Documents

3840 North Monroe St. Tallahassee, FL 32303

AL+W Project #11196.3

Architectural General Notes: Index of Drawings:Legend of Architectural Symbols: Standard Abbreviations:

2) ALL DIMENSIONS ARE TO THE FACE OF STUD OR STUD TRACK, CENTER LINE OF STUD OR STUD TRACK, FACE OF MASONRY

AND TO THE CENTER LINE OF STRUCTURAL STEEL COLUMNS, UNLESS OTHERWISE INDICATED.

3) WHERE STRUCTURAL DESIGN LOADS ARE NOT PROVIDED FOR ANY COMPONENTS REQUIRING MANUFACTURER

OR FABRICATOR ENGINEERING, AND MINIMUM LOADING CONDITIONS ARE NOT PROVIDED IN APPLICABLE CODES

AND STANDARDS, CONSULT ARCHITECT PRIOR TO PROCEEDING.

13) THE CONTRACTOR SHALL ERECT AND MAINTAIN ALL REASONABLE SAFEGUARDS FOR SAFETY AND HEALTH, INCLUDING

POSTING DANGER SIGNS AND OTHER WARNING AGAINST HAZARDS, AS WELL AS PROMULGATING SAFETY STANDARDS.

4) DIMENSIONS FOR PATHS OF EGREES INCLUDING CORRIDORS AND STAIRS SHALL MEAN CLEAR WIDTH BETWEEN CORRIDOR

WALLS, AND AT STAIRS CLEAR WIDTH BETWEEN WALLS OR CURBS.

6) IF AN ORDER OF PRECEDENT FOR THE INTERPRETATION OF DOCUMENTS IS NOT PROVIDED IN THE PROJECT MANUAL (IF

PROVIDED), AND A CONFLICT OCCURS IN THE SPECIFICATIONS, ON THE DRAWINGS, OR BETWEEN THE DRAWINGS AND

SPECIFICATIONS, CONTACT THE ARCHITECT. ALL REQUEST FOR CLARIFICATION TO THE ARCHITECT SHALL BE MADE IN WRITING.

THE ARCHITECT'S RESPONSE SHALL BE MADE IN WRITING AND NO FORMAL INSTRUCTIONS SHALL BE GIVEN VERBALLY.

8) ALL FIRE RATED PARTITION OR WALL ASSEMBLIES SHALL EXTEND FROM THE FLOOR SLAB TO THE UNDERSIDE OF THE

BUILDING STRUCTURE AND/OR DECK ABOVE. ALL PENETRATIONS IN RATED CONSTRUCTION SHALL BE PROPERLY SEALED TO

INSURE THE RATING IS MAINTAINED.

15) THE CONTRACTOR SHALL MAINTAIN A CLEAN WORK PREMISE AT ALL TIMES AND SHALL CLEAN CONSTRUCTION SITE OF

ALL DEBRIS DAILY. THE WORK PREMISE SHALL BE CLEAN AT COMPLETION OF JOB AND BEFORE FINAL PAYMENT IS MADE.

9) ALL FIRE RATED FLOOR/CEILING OR ROOF/CEILING ASSEMBLIES SHALL BE CONTINUOUS BETWEEN PARTITIONS AND/OR WALLS

FOR THE SPACE OR HORIZONTAL AREA INDICATED. ALL PENETRATIONS IN RATED CONSTRUCTION SHALL BE PROPERLY SEALED

TO INSURE THE RATING IS MAINTAINED.

16) THE CONTRACTOR SHALL TAKE CARE NOT DAMAGE EXISTING SURFACES AND SHALL BE RESPONSIBLE FOR RESTORING

AREAS DAMAGED BY THE CONTRACTOR (MATERIALS, FINISHES, ETC.) TO THEIR ORIGINAL CONDITIONS. SURFACES SHALL BE

REPAINTED TO MATCH EXISTING ADJACENT FINISHES.

10) TYPICAL AND STANDARD DETAILS MAY BE PROVIDED IN THE DRAWINGS. IF A SPECIFIC DETAIL IS NOT PROVIDED

FOR CONDITION OF FABRICATION AND/OR INSTALLATION, CONTACT THE ARCHITECT PRIOR TO PROCEEDING.

11) THE INSTALLATION OF MECHANICAL, PLUMBING AND ELECTRICAL ITEMS (INCLUDING UTILITIES, ROUGH-INS, SYSTEM

COMPONENTS AND FINISHED FIXTURES) IN EXPOSED TO VIEW AREAS OR SPACES SHALL BE UNDERTAKEN WITH SKILL AND

CRAFTMANSHIP TO PROVIDE A FINISHED CONDITION ACCEPTABLE TO THE ARCHITECT. ALL EXPOSED TO VIEW ITEMS SHALL

BE FINISHED WITH PAINT UNLESS OTHERWISE SPECIFIED TO BE PREFINISHED OR NOT TO BE PAINTED.

12) THESE GENERAL NOTES HAVE THE SAME AUTHORITY AS OTHER NOTES AND REFERENCES IN THE DRAWINGS OR

SPECIFICATIONS AND SHALL NOT BE EXCLUDED IN THE EXECUTION OF THE WORK. THEY MAY REQUIRE COORDINATION

BETWEEN VARIOUS TRADE CONTRACTORS. IN ADDITION TO THESE GENERAL NOTES, REFER TO DEMOLITION AND

CONSTRUCTION NOTES SPECIFIC TO EACH DRAWING.

1) THESE DRAWINGS AND RENDERINGS ARE INSTRUMENTS OF SERVICE. THE DRAWINGS AND COPIES THEREOF,

INCLUDING ELECTRONIC MEDIA AND CAD FILES, ARE THE PROPERTY OF ARCHITECTS: LEWIS + WHITLOCK, P.A. THEIR

USE, REPRESENTATION OR REPRODUCTION IN ACTUAL FORM OR CONTENT BY ANY ENTITY THAT POSSESSES THEM FOR

ANY PURPOSE EXCEPT BY WRITTEN AGREEMENT WITH THE ARCHITECT IS PROHIBITED. THE COPYRIGHT NOTIFICATION

SHALL BE TRUE AS IF DIRECTLY PLACED ON EACH DRAWING, DETAIL, EXHIBIT OR RENDERING ON THIS DOCUMENT AND

SHALL NOT BE REMOVED FROM THESE DOCUMENTS.

14) THE CONTRACTOR SHALL BE RESTRICTED TO AREAS SPECIFIED BY THE OWNER FOR ON-SITE STORAGE OF MATERIALS

5) DO NOT SCALE DRAWINGS, IF THERE IS A CONFLICT IN DIMENSIONS OR IF THERE IS INSUFFICIENT DIMENSIONING, CONTACT THE

ARCHITECT FOR CLARIFICATION PRIOR TO PROCEEDING.

7) WHERE CLEAR DIMENSIONS ARE INDICATED, THIS SHALL MEAN CLEAR WIDTH FROM FINISHED WALL TO FINISHED

WALL OR CLEAR FLOOR AREA BETWEEN BUILDING COMPONENTS.

TO BREAK OFF PARTS OF DRAWING

FINISH COLOR

DEMOLITION NOTESALPHABETICAL

CONSTRUCTION NOTESNUMERICAL

REVISION

DOUBLE DASHED LINE

PROPERTY LINES, BOUNDRY LINES

DASHED LINESHIDDEN, FUTURE, OR EXIST. CONST. TO BE REMOVED

BREAK LINE

SINGLE DASH LINE

ELEVATION, SECTION

PROJECT NORTH

BUILDING SECTION REFERENCE

WALL SECTION REFERENCE

DETAIL REFERENCE

INTERIOR ELEVATION

ELEVATION REFERENCE

1A

C1

1

OR DETAIL IS DRAWN

SHEET NUMBER WHERE

2

A5.1

NUMBER INDICATESSECTION, ELEVATION OR DETAIL

COLUMN LINES

ELEVATIONREFERENCEPOINT

DASH AND DOTFIRE RATED WALLS

Lake Jackson Town Center at Huntington Oaks Roof

for

Leon County

September 23, 2013

Area Map

-AIR CONDITIONING-AMERICAN CONCRETE INSTITUTE-ACOUSTICAL CEILING TILE-ADJACENT-ABOVE FINISH FLOOR-ALTERNATE-ALUMINUM-AMERICAN SOCIETY OF TSTG. & MTLS.

-BOARD-BUILDING-BOLT-BEAM-BOTTOM-BEARING

-CENTER TO CENTER-CEMENT-CUBIC FEET-CUBIC FEET PER MINUTE-CORNER GUARD-CIRCLE, CIRCULAR-CAST-IN-PLACE-CONTROL JOINT-CEILING-CLOSET-CLEARANCE, CLEAR-CONCRETE MASONRY UNIT-COLUMN-COMPRESSOR, COMPOSITE-CONCRETE-CONSTRUCTION-CONTINUOUS-CORRUGATED-COUNTERSINK-CENTER

-DOUBLE-DIRECT APPLIED EXT FINISH SYSTEM-DEGREES-DETAIL-DRINKING FOUNTAIN-DIAMETER-DIMENSION-DOWN-DOWNSPOUT-DETAIL-DRAWING

-EACH-EXPANSION JOINT-ELECTRICAL-ELEVATOR, ELEVATION-ENCLOSURE-EQUAL-EQUIPMENT-ELECTRICAL WATERCOOLER-EXHAUST-EXISTING-EXTERIOR

A/CACIACTADJAFFALTALUMASTM

BDBLDGBLTBMBOTBRG

C/CCEMCFCFMCGCIRCIPCJCLGCLOCLRCMUCOLCOMPCONCCONSTRCONTCORRCSCTR

DBLDEFSDEGDTLDFDIADIMDNDSDTLDWG

EAEJELECELEVENCLEQEQUIPEWCEXHEXEXT

FDFEBFECFFFHCFINFLFLGFTFTG

GAGALVGENGNDGWBGYP

HCHDRHDRLHMHORZHGT

IDININSULINT

JANJBJT

KKD

LLAMLAVLBSLHLLLLHLLVLTLLTWTLVR

-FLOOR DRAIN-FIRE EXTINGUISHER W/ BRACKET-FIRE EXTINGUISHER IN CABINET-FINISH FLOOR-FIRE HOSE CABINET-FINISH-FLOOR-FLASHING-FOOT OR FEET-FOOTING

-GAUGE-GALVANIZED-GENERAL-GROUND-GYPSUM WALLBOARD-GYPSUM

-HANDICAPPED ACCESSIBLE-HEADER-HANDRAIL-HOLLOW METAL-HORIZONTAL-HEIGHT

-INSIDE DIAMETER (DIM.)-INCHES-INSULATION-INTERIOR

-JANITOR-JAMB-JOINT

-KIPS (KILO POUND OR 1000LBS.)-KILN DRIED

-STEEL ANGLE, LENGTH-LAMINATED-LAVATORY-POUNDS-LEFT HAND-LIVE LOAD-LONG LEG HORIZONTAL-LONG LEG VERTICAL-LINTEL-LIGHTWEIGHT-LOUVER

MMATLMAXMCMECHMTLMEZZMFRMINMISCMKMOMTDMULL

NNANICNOMNSNTS

OAOCODOHOPPOPPH

PCFPKGPLPLAMPLYWDPNLPRPREFABPREPPSFPSIPTPVCPVMT

QCQT

REFREINFREQDREVRHRMRO

-METER-MATERIAL-MAXIMUM-MEDICINE CABINET-MECHANICAL-METAL-MEZZANINE-MANUFACTURER-MINIMUM-MISCELLANEOUS-MARK-MASONRY OPENING-MOUNTED-MULLION

-NORTH-NOT APPLICABLE-NOT IN CONTRACT-NOMINAL-NON SHRINK-NOT TO SCALE

-OVERALL-ON CENTER-OUTSIDE DIAMETER-OVERHEAD-OPPOSITE-OPPOSITE HAND

-POUNDS PER CUBIC FOOT-PARKING-PLATE-PLASTIC LAMINATE-PLYWOOD-PANEL-PAIR-PREFABRICATED-PREPARATION-POUNDS PER SQUARE FOOT-POUNDS PER SQUARE INCH-PRESSURE TREATED, PAINT, POINT-POLYVINYL CHLORIDE-PAVEMENT

-QUALITY CONTROL-QUARRY TILE

-REFERENCE-REINFORCED, REINFORCEMENT-REQUIRED-REVISION-RIGHT HAND-ROOM-ROUGH OPENING

SANSCSECTSEWSFSGLSIMSJSPKLRSQSSTSTDSTLSTORSTRUCTSUSP

TBDTELTEMPT&GTHKTOBTOCTOFTOSTSTVTYP

UNFUONUR

VCTVBVERTVESTVFYVOLVT

W/W/CWDW/OWPWWF

-SANITARY-SOLID CORE-SECTION-SEWER-SQUARE FEET-SINGLE-SIMILAR-SAWED JOINT-SPRINKLER-SQUARE-STAINLESS STEEL-STANDARD-STEEL-STORAGE-STRUCTURAL-SUSPENDED

-TO BE DETERMINED-TELEPHONE-TEMPORARY, TEMPERATURE-TONGUE & GROOVE-THICK-TOP OF BEAM-TOP OF CONCRETE-TOP OF FOOTING-TOP OF STEEL-STRUCTURAL TUBE STEEL-TELEVISION-TYPICAL

-UNFINISHED-UNLESS OTHERWISE NOTED-URINAL

-VINYL COMPOSITION TILE-VAPOR BARRIER-VERTICAL-VESTIBULE-VERIFY-VOLUME-VINYL TILE

-WITH-WATER CLOSET-WOOD-WITHOUT-WATERPROOF, WORKING POINT-WELDED WIRE FABRIC

Location Map

NOTE: CONTRACTOR SHALL PROVIDE ANY INFORMATION AND/OR PRODUCTAPPROVAL NUMBERS AS REQUIRED BY FLORIDA STATUTE 553.842 AND FLORIDA

ADMINISTRATIVE CODE 9B-72

S1.1 Roof Framing Plan

Applicable Codes:Florida Building Code, Building (FBC-B)

Florida Building Code, Plumbing

Florida Fire Prevention Code (FFPC)Florida Building Code, Accessibility

Florida Building Code, MechanicalFlorida Building Code, Fuel Gas

2010 Edition

2010 EditionFlorida Building Code, Existing Building (FBC-EB) 2010 Edition

2012 Edition

2010 Edition2010 Edition2010 Edition

2008 EditionNational Electrical Code (NEC)

NORTH

NORTH


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6.FL AA0003316

Lewis + Whitlock

Seal:

Job

Title

:P

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3840

N. M

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3230

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1119

6.3

Roof Plan

SM R. LEWIS 9/12/2013


SM R. LEWIS 9/23/2013

B C

100'-0"

60'-0

"

60'-0

"

60'-0"

45'-4"

39'-7"

64'-5"

70'-2"

10'-0

"

1A1.2

1A1.2

3A1.2

3A1.2

3A1.2

2A1.2

2A1.2

2A1.2

4A1.2

1A1.2

2A1.2

EXHAUST FANEXHAUST FAN

EXIST. MECHANICAL UNIT

EXHAUST VENT PIPEEXHAUST VENT PIPE

EXHAUST VENT PIPE

EXHAUST VENT PIPE

EXHAUST VENT PIPEEXHAUST VENT PIPE

ELECTRICAL WEATHERHEADEXISTING GUTTER

ELECTRICAL WEATHERHEAD

NEW SATELLITE DISHLOCATIONEXISTING GUTTERA

A

B

HIP

CC

C

D

E

EF

F

F

1

2

C

3

SLOPE3/4":1'-0"

B C

ALTERNATE BASE BID

B A S E B I D

SLOPE3/4":1'-0"

SLOPE3/4":1'-0"

SIM.

SIM.

1. THE CONTRACTOR SHALL EXAMINE THE SITE AND EXISTING CONDITIONS ANDBECOME FAMILIAR WITH ALL CONDITIONS WHICH MAY AFFECT THE WORK,PRIOR TO STARTING.

2. DIMENSIONS INDICATED FOR NEW PARTITIONS ARE TO THE CENTER OFPARTITION OR EDGE OF STUD FOR METAL PARTITIONS. MASONRY PARTITIONSARE TO EDGE OF WALL (OR SLAB EDGE).

3. ALL NEW WALL SURFACES SHALL BE FINISHED AND PAINTED PERSPECIFICATIONS.

4. CLEAN AND PREP ALL AREAS WITHIN SCOPE OF WORK TO RECEIVE NEW FINISHES.

5. DIMENSIONS INDICATED FOR EX. CONSTRUCTION ARE ACCURATE TO +/- 1".

6. CONTRACTOR SHALL PATCH AND REPAIR ALL WALLS THAT ARE IMPACTED BYMECHANICAL AND/OR ELECTRICAL CONDUIT, PIPING, AND ALL OTHER MISCDEVICES

7. ALL WORK IS TO BE LAID OUT TRUE, SQUARE, AND PLUMB, AND TO EXACT ANDCORRECT DIMENSIONS. IF DIMENSIONAL DISCREPANCIES ARE DISCOVERED,THE CONTRACTOR MUST NOTIFY THE OWNER AND THE ARCHITECT IN WRITINGPRIOR TO PROCEEDING. THE ARCHITECT WILL ISSUE A DIMENSIONAL ORLAYOUT CORRECTION.

8. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL TRADES ANDWORK, INCLUDING WORK OF OTHERS WHERE AFFECTED.

9. THE CONTRACTOR SHALL PROVIDE BARRICADES, DUST CONTROL, TEMPORARYPOWER, LIGHTING, TELEPHONE SERVICE, ETC. AS REQUIRED TO COMPLETETHE WORK.

10. THE CONTRACTOR SHALL MAINTAIN A FULL SET OF COMPLETE AND CURRENTDRAWINGS AVAILABLE FOR REVIEW AT THE JOB SITE AT ALL TIMES. ALL FIELDMODIFICATIONS TO THE ORIGINAL DESIGN DOCUMENTS SHALL BE NOTED ANDMAINTAINED FOR THE OWNERS'S RECORD COPY.

11. CONTRACTOR SHALL COORDINATE ACCESS TO ALL OCCUPIED BUILDINGSPACES WITH THE OWNER. ACCESS MAY BE REQUIRED AFTER BUSINESSHOURS AND MAY REQUIRE EXTENDED WORK HOURS. ALL DISTURBED AREASSHALL BE CLEANED AND RETURNED TO ORIGINAL CONDITION ONCE WORK ISCOMPLETE.

12. COORDINATE ALTERNATE WORK SCOPE BETWEEN ARCHITECTURAL ANDSTRUCTURAL DRAWINGS AS OUTLINED IN THE PROJECT MANUAL.

A EXISTING GUTTER AND DOWNSPOUTS TO REMAIN. PROVIDETEMPORARY CONSTRUCTION/COVER TO EXISTING ROOF EDGECONDITION IN ORDER TO MAINTAIN WEATHER TIGHTNESS AT ALLTIMES.

B REMOVE EXISTING SATELITE DISH FROM ROOF AND COORDINATEWITH OWNER TO HAVE DISH PROVIDER MOUNT DISH ON REAR CMUWALL. WIRING PENETRATION THROUGH EXTERIOR WALL SHALL BERESPONSIBILITY OF DISH PROVIDER.

C REMOVE EXISTING METAL COPING AS REQUIRED TO PROVIDE NEWBLOCKING FOR COPING CONSTRUCTION PER DETAILS.

PROVIDE TEMPORARY CONSTRUCTION/COVER TO EXISTINGCOPING CONDITION IN ORDER TO MAINTAIN WEATHER TIGHTNESSAT ALL TIMES.

D REMOVE EXISTING RAKE METAL TRIM AND DISPOSE OF PER

SPECIFICATIONS.

E EXISTING ROOF CURBS TO BE REMOVED. PROVIDE SHEET METALPANEL AT OPENING, MATCHING ROOF GUAGE PRIOR TOINSTALLATION OF NEW ROOF.

F CONTRACTOR'S OPTION TO REMOVE ROOF TOP EQUIPMENT ANDPROVIDE NEW EQUIPMENT CURB ROOF-OVER, AS OPPOSED TOSPLIT SEAM CURB SYSTEM PER DETAILS ON A1.3. EQUIPMENTREMOVAL SHALL BE COORDINATED WITH BUILDING OCCUPANTSAND SCHEDULED DURING NON OCCUPIED HOURS.

1 REMOVE PORTION OF EXISTING PARAPET CAP IN ORDER TOPROVIDE NEW COUNTER FLASING OVER TOP OF WALL. REINSTALLEXISTING PARAPET CAP AND SEAL ALL SEAMS - TYP.

2 EXISTING ADJACENT PARAPET CAP TO BE RAISED TO MATCHDETAIL 1/A1.2.

3 REPLACE EXISTING PARAPET CAP PER SIMILAR DETAIL 2/A1.2

4 REPLACE SILL FLASHING AT INDICATED WINDOWS - PATCH ANDREPAIR EXTERIOR FINISH CRACKS AT SAME LOCATION

N

1/64" = 1'-0"

Key Plan

1/16" = 1'-0"

Roof Plan1

General Construction Notes

Demoltion Notes

Construction Notes


3.

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REVISIONS:

2.

5.4.

1.

6.FL AA0003316

Lewis + Whitlock

Seal:

Job

Title

:P

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3840

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1119

6.3

Roof Details

SM R. LEWIS 9/12/2013


SM R. LEWIS 9/23/2013

2 1/2"

1"

10" M

IN.

EXISTING ROOF TO REMAIN

EXIST. CMU WALL

REMOVE EXIST. COUNTER FLASHING

EXIST. PARAPET FLASHING

EXIST. INSULATION - TO REMAIN

EXIST. STRUCTURE - TO REMAIN

EXIST. MTL ROOF - TO REMAIN

TAPE SEALANT

PARAPET RAKE CLEAT

STANDING SEAM PANEL - FIELD CUT AND BEND UP 2"

RAKE ANGLE - 2'X4" 14 GA.LOW RAKE SUPPORT ANGLE

STANDING SEAM PANEL MOUNTING CLIP

Z - PURLIN FASTENED TO EXISTING ROOF PURLINS INACCORDANCE WITH PRODUCT APPROVAL DESIGN ANDENGINEERING REQUIREMENTS

ROOFING UNDERLAYMENT

VARIEST.O. FLASHING

URETHANE SEALANT

COUNTER FLASHING

PARAPET RAKE FLASHINGMASONRY ANCHOR @ 24" O.C.

FIELD SAWCUT

EXIST. WALL




TAPE SEALANT

STANDING SEAM PANEL

STANDING SEAM PANEL MOUNTING CLIPCLEAT

PREFINISHED MTL. COPING - CONT. - MATCHEXIST. FINISH COLOR

P.T. WOOD BLOCKING - CONT. - SECURE TOTOP OF WALL

PARAPET FLASHING - CONT.

METAL OUTSIDE CLOSURE - CONT.BACKER PLATE

FASTENER AT TAPE SEALANT

SEALANT - CONT.

SEALANT - CONT.

REMOVE EXIST. METAL COPING AT PARAPET CAP

Z - PURLIN FASTENED TO EXISTINGROOF PURLINS IN ACCORDANCE WITH

PRODUCT APPROVAL DESIGN ANDENGINEERING REQUIREMENTS

ROOF UNDERLAYMENT - CONT. OVER CURB

1'-0"

2 1/2"

1"




TAPE SEALANT

RAKE CLEAT

STANDING SEAM PANEL - FIELD CUT AND BEND UP 2"

RAKE ANGLE - 2'X4" 14 GA.LOW RAKE SUPPORT ANGLE

STANDING SEAM PANEL MOUNTING CLIP

RAKE FLASHING

RAKE CLEAT

EXIST. RAKE FLASHINGTO BE REMOVEDZ - PURLIN FASTENED TO EXISTING ROOF PURLINS

IN ACCORDANCE WITH PRODUCT APPROVALDESIGN AND ENGINEERING REQUIREMENTS

ROOFING UNDERLAYMENT

TRI-BEAD TAPE SEALER

STAINLESS STEEL CLAMPTRI-BEAD TAPE SEALER

DECK- TIGHT GASKET

1/4-14 x 7/8" LONG LIFE LAPTEK-S.D.w/WASHER [FASTENER #4] @ 1" O.C.

NOTE: ROLL DECK - TIGHT UP OVER TRI-BEAD TAPE SEALER AND SECURE CLAMP

AROUND TOP OF GASKET

EXIST. WALL




STANDING SEAM PANEL

STANDING SEAM PANEL MOUNTING CLIPZ - PURLIN FASTENED TO EXISTING ROOF PURLINS

IN ACCORDANCE WITH PRODUCT APPROVALDESIGN AND ENGINEERING REQUIREMENTS

CLEAT

BACKER PLATE

FASTENER AT TAPE SEALANT

EXIST. GUTTER - REPAIR AFTER ROOFINSTALLATION PER SPECIFICATIONS

EXIST. GUTTER STRAPMTL FASCIA

EXIST. FASCIA

EXIST. DOWNSPOUT - BEYOND

ROOF UNDERLAYMENT

3" = 1'-0"

Parapet Rake Detail2

3" = 1'-0"

Parapet Ridge Detail1

3" = 1'-0"

Rake Detail4 3" = 1'-0"

VTR Penetration Detail53" = 1'-0"

Eave Detail at Gutter3

NOTE:EXISTNG GUTTER TO BE INSPECTED AND SLOPESTO BE VERIFIED THAT GUTTER DRAINS TODOWNSPOUTS. ALL SEAMS TO BE INSPECTED ANDRESEALED PER SPECIFICATIONS


3.

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6.FL AA0003316

Lewis + Whitlock

Seal:

Job

Title

:P

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:

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3840

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3230

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1119

6.3

Roof Details

SM R. LEWIS 9/12/2013


SM R. LEWIS 9/23/2013

OPTIONAL SEAM FOR RETROFIT CURB

FLOATING CURB

STANDING SEAM ROOF PANEL

FEMALE PANEL FIN

MALE PANEL FIN PURLIN

RETROFIT ROOFING SYSTEM


FLOATING CURB


FEMALE PANEL FIN




FLOATING CURB


FEMALE PANEL FIN




FLOATING CURB


FEMALE PANEL FIN




FLOATING CURB


FEMALE PANEL FIN



BACK UP PLATE

URETHANE SEALANT

EAVE END OF PANEL

TAPE SEALER - CONT.

TAPE SEALER - CONT.

MALE PANEL FIN (FIELD CUT FROM EXTRA PANEL)

TAPE SEALER - CONT.BACK UP PLATE

FEMALE PANEL FIN (FIELD CUT FROM EXTRA PANEL)

EAVE END OF PANEL

TAPE SEALER - CONT.

HAND CRIMP AND TOOL SEAM PRIOR TO PLACING CURB

BACK UP PLATE

CRICKET - TYP.

CRICKET - TYP.

CRICKET - TYP.

CRICKET - TYP.

CRICKET - TYP.

4

5

R O O F S L O P E

R O O F S L O P E

R O O F S L O P E

1 '-0 " (M IN )

(TYP )

2 "

3

R O O F S L O P E

2

1

R O O F S L O P E

1 '-6 " (M IN )

(TYP )

9" (M IN )

HAND CR IMP

10"

10"

1" = 1'-0"

Roof Curb Detail1