Lake Jackson Town Center at Huntington Oaks Roof · these drawings and renderings are instruments...
Transcript of 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:
Lake
Jac
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REVISIONS:
2.
5.4.
1.
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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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>HKTOBTOCTOFTOSTSTVTYP
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
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:
Lake
Jac
kson
Tow
n C
ente
r at H
untin
gton
Oak
s R
oof
REVISIONS:
2.
5.4.
1.
6.FL AA0003316
Lewis + Whitlock
Seal:
Job
Title
:P
roje
ct #
:
Pha
se:
3840
N. M
onro
e St
. Tal
laha
ssee
, FL
3230
3
A1.1
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Doc
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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
Roof Plan
SM R. LEWIS 9/12/2013
ROSENBAUMENGINEERING INC.1705 South Gadsden St. Suite 100Tallahassee, FL 32301PH. 850.671.7230
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
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:
Lake
Jac
kson
Tow
n C
ente
r at H
untin
gton
Oak
s R
oof
REVISIONS:
2.
5.4.
1.
6.FL AA0003316
Lewis + Whitlock
Seal:
Job
Title
:P
roje
ct #
:
Pha
se:
3840
N. M
onro
e St
. Tal
laha
ssee
, FL
3230
3
A1.2
Clie
nt:Le
on C
ount
y10
0% C
onst
ruct
ion
Doc
umen
ts
architectureinterior designplanning
Architects206 west virginia st | tallahassee. fl 32301
ph: 850 942 1718 | fax: 850 942 2110www.think3d.net
1119
6.3
Roof Details
SM R. LEWIS 9/12/2013
ROSENBAUMENGINEERING INC.1705 South Gadsden St. Suite 100Tallahassee, FL 32301PH. 850.671.7230
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
EXIST. INSULATION - TO REMAIN
EXIST. STRUCTURE - TO REMAIN
EXIST. MTL ROOF - TO REMAIN
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"
EXIST. INSULATION - TO REMAIN
EXIST. STRUCTURE - TO REMAIN
EXIST. MTL ROOF - TO REMAIN
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
EXIST. INSULATION - TO REMAIN
EXIST. STRUCTURE - TO REMAIN
EXIST. MTL ROOF - TO REMAIN
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
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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5.4.
1.
6.FL AA0003316
Lewis + Whitlock
Seal:
Job
Title
:P
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:
Pha
se:
3840
N. M
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e St
. Tal
laha
ssee
, FL
3230
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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
Roof Details
SM R. LEWIS 9/12/2013
ROSENBAUMENGINEERING INC.1705 South Gadsden St. Suite 100Tallahassee, FL 32301PH. 850.671.7230
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
OPTIONAL SEAM FOR RETROFIT CURB
FLOATING CURB
STANDING SEAM ROOF PANEL
FEMALE PANEL FIN
MALE PANEL FIN PURLIN
RETROFIT ROOFING SYSTEM
OPTIONAL SEAM FOR RETROFIT CURB
FLOATING CURB
STANDING SEAM ROOF PANEL
FEMALE PANEL FIN
MALE PANEL FIN PURLIN
RETROFIT ROOFING SYSTEM
OPTIONAL SEAM FOR RETROFIT CURB
FLOATING CURB
STANDING SEAM ROOF PANEL
FEMALE PANEL FIN
MALE PANEL FIN PURLIN
RETROFIT ROOFING SYSTEM
OPTIONAL SEAM FOR RETROFIT CURB
FLOATING CURB
STANDING SEAM ROOF PANEL
FEMALE PANEL FIN
MALE PANEL FIN PURLIN
RETROFIT ROOFING SYSTEM
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