To the best of the Architect's or Engineer's knowledge, the plans and specifications comply with the applicable minimum building codes and the applicable fire - safety standards as determined by the local authority in accordance with the section and Chapter 633, Florida Statutes. L AR0011477 R O N A L D I S I L A C S R E G I S T E R E D T C E T I H C R A S T A T E O F F A D I R O L JACKSONVILLE FL 32250 (904) 998-8860 14286 BEACH BOULEVARD, SUITE 19-407 CORPORATE LICENSE # AA 0002450 LOWE STRUCTURES, INC. STRUCTURAL ENGINEERING RONALD SCALISI ARCHITECTS, P.A. DISTRICT WIDE ROOF REPLACEMENT AT VARIOUS SCHOOLS ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES AND OTHER DOCUMENTATION PREPARED BY RONALD SCALISI ARCHITECTS, P.A. (RSA) AS INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF RSA. RSA SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. OF: SET: CHECKED BY: SHEET NO. DATE: PROJ. NO: DRAWN BY: HOLIDAY HILL ELEMENTARY SCHOOL NO. 209 KIRBY-SMITH MIDDLE NO.25 T-1 C. BURDICK R. SCALISI 201902 05/JUL/19 NTS 1 KEY-PLAN CONTINUING ANNUAL CONTRACT FOR PROFESSIONAL SERVICES DISTRICT WIDE ROOF REPLACEMENT AT VARIOUS SCHOOLS DCSB PROJECT NO. M-83800/MT-ITB-005-19 ROOF RECAPPING FOR HOLIDAY HILL ELEMENTARY SCHOOL # 209 6900 ALTAMA RD, JACKSONVILLE, FL 32216 CONSTRUCTION DOCUMENTS RONALD SCALISI ARCHITECTS, P.A. CORPORATE LICENSE #AA0002450 PROJECT #_201902 ROOF RECAPPING FOR KIRBY-SMITH MIDDLE SCHOOL SCHOOL # 25 B-3 2034 HUBBARD ST, JACKSONVILLE, FL 32206 NTS 2 KEY-PLAN 1 2 3 4 5 6 LOWE STRUCTURES, INC. STRUCTURAL ENGINEERING 3
Transcript
To th
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the
plan
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SHEET NO.
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PROJ. NO:
DRAWN BY:
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KIRB
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T-1
C. BURDICK
R. SCALISI
201902
05/JUL/19
NTS1 KEY-PLAN
CONTINUING ANNUAL CONTRACT FOR PROFESSIONAL SERVICESDISTRICT WIDE ROOF REPLACEMENT AT VARIOUS SCHOOLS
DCSB PROJECT NO. M-83800/MT-ITB-005-19
ROOF RECAPPING FOR HOLIDAY HILL ELEMENTARYSCHOOL # 209
6900 ALTAMA RD, JACKSONVILLE, FL 32216
CONSTRUCTION DOCUMENTSRONALD SCALISI ARCHITECTS, P.A.
CORPORATE LICENSE #AA0002450 PROJECT #_201902
ROOF RECAPPING FOR KIRBY-SMITH MIDDLE SCHOOLSCHOOL # 25 B-3
2034 HUBBARD ST, JACKSONVILLE, FL 32206
NTS2 KEY-PLAN
1
2
3
4
5
6
LOWE STRUCTURES, INC.STRUCTURAL ENGINEERING
3
To t
he
be
st o
f th
eA
rch
ite
ct's
or
En
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r's
kn
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sa
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L
AR
0011477
RON
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STATE
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KIR
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NO
.25
T-2
C. BURDICK
R. SCALISI
201902
05/JUL/19
ABBREVIATIONS:A .AB ANCHOR BOLTABV ABOVEACT ACOUSTICAL CEILING TILEADJ ADJUSTABLEAFF ABOVE FINISHED FLOORAHU AIR HANDLING UNITALT ALTERNATEALUM ALUMINUM (PREFINISHED)ANCH ANCHORANSI AMERICAN NATIONAL
STANDARDS INSTITUTEAPPROX APPROXIMATEARCH ARCHITECT(URE)AUX AUXILIARYAVG AVERAGEAWG AMERICAN WIRE GAUGEB .BD BOARDBFF BELOW FINISHED FLOORBIT BITUMINOUS/BITUMENBLD BOLLARDBLDG BUILDINGBLK BLOCKBLKNG BLOCKINGBLW BELOWBM BEAMBRK BREAKBRG BEARINGBS BOTH SIDESBTM BOTTOMBTWN BETWEENBW BOTH WAYS
C .CAB CABINETCB CATCH BASINCEM CEMENTCER CERAMICCF CUBIC FEETCFM CUBIC FEET PER MINUTECI CAST IRONCIP CAST IRON PIPECJ CONTROL JOINTC/L CENTER LINECLG CEILINGCLOS CLSOETCLR CLEAR(ANCE)CM CENTIMETERCMU CONCRETE MASONRY UNITCO CLEAN OUTCOL COLUMNCONC CONCRETECONN CONNECT(ION)CONT CONTINUOUSCONTR CONTRACTORCONST CONSTRUCTIONCPT CARPETCT CERAMIC TILECTR CENTERCW COLD WATERCWB CEMENTITIOUS WALLBOARD
D .DBL DOUBLEDEMO DEMOLITIONDEPT DEPARTMENTDET DETAILDF DRINKING FOUNTAINDI DROP INLETDIA DIAMETERDIAG DIAGONALDIM DIMENSIONDISP DISPENSERDISTR DISTRIBUTIONDIV DIVISIONDN DOWNDR DOORDS DOWNSPOUTDWG DRAWINGDWL DOWELE .E EASTEA EACHEJ EXPANSION JOINTELEC ELECTRIC(AL)ELEV ELEVATIONEMER EMERGENCYENCL ENCLOSUREEPOXY EPOXY FLOORING SYSTEM/PAINTEQ EQUALEQUIP EQUIPMENTEWC ELECTRIC WATER COOLEREWH ELECTRIC WATER HEATEREXIST EXISTINGEXP EXPANSIONEXT EXTERIOR
F .FA FIRE ALARMFD FLOOR DRAINFDN FOUNDATIONFE FIRE EXTINGUISHERFFE FINISH FLOOR ELEVATIONFH FIRE HYDRANTFIN FINISHFIXT FIXTUREFLR FLOORFOW FACE OF WALLFPM FEET PER MINUTEFRT FIRE RETARDANT TREATEDFS FULL SIZEFT FEET/FOOTFTG FOOTINGFUR FURRINGFURN FURNISH(INGS) OR FURNITUREFV FIELD VERIFY
A. RONALD SCALISI ARCHITECTS, P.A. OR ANY OF ITS EMPLOYEES SHALL NOT HAVE CONTROL OR BERESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES AND/OR SEQUENCES FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
B. THE TERM "CONTRACTOR" AS REFERENCED THROUGHOUT THE CONSTRUCTION DOCUMENTS SHALLMEAN THE GENERAL CONTRACTOR. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TOINTEGRATE, DIVIDE AND/OR SUBDIVIDE ANY AND ALL ASPECTS OF THE WORK BASED ON HIS OPERATION. CORRESPONDINGLY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ASSURE THAT ALL WORK REQUIRED OR IMPLIED BY THESE CONSTRUCTION DOCUMENTS IS PROVIDED/ FURNISHED AND INSTALLED COMPLETE IN ACCORDANCE WITH INDUSTRY STANDARDS.
C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING & NEW CONDITIONS & DIMENSIONS. IF ANY CONFLICTS BETWEEN ACTUAL CONDITIONS & THE DRAWINGSARE FOUND, THE CONTRACTOR SHALL NOTIFY THE DESIGN PROFESSIONAL IMMEDIATELY. ANY AREA NOT INCLUDED IN THIS CONTRACT DAMAGED BY THE GENERAL CONTRACTOR OR HIS SUBS SHALL BE RESTORED TO ITS ORIGINAL CONDITION BEFORE COMPLETION OF CONSTRUCTION.
D. PRIOR TO STARTING WORK, THE CONTRACTOR SHALL EXAMINE THE FULL SET OF DOCUMENTS ASNOTED ON THE SHEET INDEX, AS WELL AS THE SPECIFICATION (PROJECT) MANUAL (IF PROVIDED) & COORDINATE THE WORK OF EACH SECTION WITH THE WORK OF OTHERS. ALL CONTRACTORS(GENERAL & SUB) SHALL COORDINATE THEIR WORK PRIOR TO INSTALLATION. WHERE CONFLICTS APPEAR BETWEEN CONSTRUCTION DOCUMENTS AND/OR SPECIFICATIONS CONSULT WITH THE ARCHITECT AND/OR ENGINEER(S) AND OBTAIN RESOLUTION IN WRITING.
E. ALL WORK SHALL CONFORM WITH THE LATEST EDITION OF THE APPLICABLE BUILDING CODES WITH ALL SUPPLEMENTS, THE LATEST ADOPTED EDITION OF THE BUILDING CODES, INCLUDING BUT NOT LIMITED TO, ACCESSIBILITY CODE, NFPA 101 AND ALL OTHER APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND ORDINANCES AND ALL AUTHORITIES HAVING JURISDICTION.
F. ANY ADJUSTMENT TO THE CONSTRUCTION CONTRACT, ADDITIONS, DELETIONS, OR CHANGE INCONTRACT TIME SHALL BE MADE BY WRITTEN ADDENDUM OR CHANGE ORDER BY THE OWNER AND MUST BE SIGNED BY THE OWNER AND CONTRACTOR.
G. UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL PROVIDE AND PAY FOR ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, TEMPORARY FACILITIES AND UTILITY SERVICES AND ALL OTHER ITEMS AND SERVICES REQUIRED TO FULLY EXECUTE THE WORK REQUIRED BY THE CONTRACT DOCUMENTS.
H. UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, ALL MATERIALS, COMPONENTS, EQUIPMENT AND SIMILAR ITEMS TO BE INCORPORATED IN THE WORK SHALL BE NEW AND SUITABLE FOR THE INTENDED USE. CONTRACTOR SHALL VERIFY AVAILABILITY OF FINISHES, EQUIPMENT, AND SIMILAR ITEMS SPECIFIED IN THE CONSTRUCTION DOCUMENTS PRIOR TO ORDERING SUCH ITEMS AND COORDINATE THE ACTUAL ORDERED ITEMS WITH THE CONSTRUCTIONFOR PROPER ACCOMMODATION.
I. CONTRACTOR MAY NOT SUBSTITUTE ANY 'EQUIVALENT' PRODUCTS WHERE 'OR EQUIVALENT' OR 'OREQUAL' IS DESIGNATED, WITHOUT APPROVAL OF THE OWNER THROUGH THE ARCHITECT. ALL PRODUCTS AND MATERIALS SHALL BE INSTALLED IN STRICT CONFORMANCE WITHMANUFACTURER'S RECOMMENDATIONS.
J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND PRACTICES FORPROTECTION OF PERSONS AND PROPERTY IN CONJUNCTION WITH THE EXECUTION OF WORK CONSISTENT WITH INDUSTRY-ACCEPTED PRACTICES AND PROCEDURES AND IN ACCORDANCE WITH REQUIREMENTS OF GOVERNING AUTHORITIES, INCLUDING BUT NOT LIMITED TO, OSHA.
K. PATCH ALL FINISHES WHERE DISTURBED BY THE WORK & WHERE UNFINISHED SURFACES HAVE BEEN EXPOSED BY DEMOLITION. PROTECT ALL EXPOSED AREAS FROM MOISTURE PENETRATION.
L. GENERAL CONTRACTOR MUST REVIEW AND APPROVE SHOP DRAWINGS PRIOR TO SUBMITTAL TO ARCHITECT/ENGINEER. SUBMITTALS WHICH DO NOT CONTAIN THE CONTRACTOR'S SHOP DRAWINGSTAMP OR HAVE BEEN MERELY "RUBBER STAMPED" SHALL BE RETURNED WITHOUT REVIEW.
M. CHANGES TO THE CONTRACT DOCUMENTS SHALL BE CLOUDED ON SHOP DRAWINGS OR REQUESTED IN WRITING. THE CONTRACTOR IS LIABLE FOR ANY DEVIATIONS UNLESS REVIEWED AND ACKNOWLEDGED BY THE ARCHITECT IN WRITING. SHOP DRAWING SUBMITTALS SHALL ONLY BE CHECKED FOR CONFORMANCE WITH THE DESIGN CONCEPT AND THE INFORMATION SHOWN ON THE CONSTRUCTION DOCUMENTS.
GENERAL NOTES: DRAWING INDEXT-1 COVER SHEETT-2 GENERAL NOTES, SYMBOLS, DRAWING INDEX, TEAM INFORMATION, AND VICINITY MAP
A4.10 ROOF PLAN - HOLIDAY HILL ELEMENTARY SCHOOLA4.11 ROOF PLAN - HOLIDAY HILL ELEMENTARY SCHOOLA4.12 ROOF PLAN - HOLIDAY HILL ELEMENTARY SCHOOLA4.13 ROOF PLAN - KIRBY- SMITH MIDDLE SCHOOLA5.1 ARCHITECTURAL ROOF DETAILSA5.2 ARCHITECTURAL ROOF DETAILS
G .GA GAUGEGALVGALVANIZE(D) (PAINTED)GB GRAB BARGC GENERAL CONTRACTORGI GALVANIZED IRONGLGLASSGR GRADEGRND GROUNDGWB GYPSUM WALLBOARD
H .HB HOSE BIBBHC HANDICAPHDW HARDWAREHDWD HARDWOODHM HOLLOW METAL (PAINTED)HORIZ HORIZONTALHPHIGH POINTHPS HIGH PRESSURE SODIUMHTGHEATINGHTR HEATERHT/HGT HEIGHTHVAC HEATING, VENTILATION AND
L .LAM LAMINATE(D)LAV LAVATORYLB POUNDLBL LABELLF LINEAR FOOT/FEETLFTLEFTLH LEFT HANDLL LIVE LOADLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLTG LIGHTING
N .N NORTHNA NOT APPLICABLENIC NOT IN CONTRACTNO NUMBERNOM NOMINALNTS NOT TO SCALE
O .OC ON CENTEROD OUTSIDE DIAMETEROH OVERHEADOPH OPPOSITE HANDOPNG OPENINGOPPOPPOSITE
P .PERF PERFORATEDPI POINT OF INTERSECTIONPL PROPERTY LINEPLAMPLASTIC LAMINATEPLT PLATEPLYWD PLYWOODPNL PANELPNT PAINTPOC POINT OF CONNECTIONPR PAIRPREFABPREFABRICATEDPREFIN PREFINISHEDPT PRESSURE TREATEDPVC POLYVINYL CHLORIDEPVMTPAVEMENT
Q .QTQUARRY TILEQTY QUANTITY
R .R/RAD RADIUSREF REFER(ENCE)REFLREFLECTEDREFR REFRIGERATIONREINF REINFORCE(D)/REINFORCINGREQDREQUIREDRES RESILIENTRET RETURNREV REVISIONRHRIGHT HANDRHR RIGHT HAND REVERSERM ROOMRNDROUNDRO ROUGH OPENINGRT RIGHTRTD RATEDROW/RW RIGHT-OF-WAY
T .TC TOP OF CURBTD TRENCH DRAINTEL TELEPHONETEMP TEMPORARYTF TAPE AND FLOATTFE TOP OF FOOTING ELEVATIONTJ TOOLED JOINTTOCTOP OF CONCRETETOJ TOP OF JOISTTOS TOP OF STEELTOSL TOP OF SLABTOW TOP OF WALLTRANS TRANSFORMERTV TELEVISIONTYP TYPICAL
APPROVED FASTENER AND PLATE MIN. OF (4) AROUND PIPE PENETRATION FOR METAL DECK.
TPO HEAT WELD EDGE.
EXIST.STRUCT.
IF EXIST. MEMBRANE VENTS ARE DAMAGED REPLACE WITH PORTALS PLUS, INC. #71028 ALUMI-VENT OR APPROVED SUBSTITUTION .050 SPUN
ALUMINUM ROOF VENT W/ 12"∅
MIN. BASE FLANGE x MIN. 9" HEIGHT.
4"∅ OPENING W/ ONE WAY VALVE
AND INSULATION INSERT. RAIN CAP SHALL BE LOCKING VANDAL PROOF
NEW TPO MEMBRANE OVER STRIPPEDIN FLANGE PRIMED AND SET IN MASTIC
EXIST. MODIFIED ROOFING SYSTEM
EXIST. INSULATION FILL.
SEALANT CONT.AT EDGE OF VENT.
8" TYP.
EXIST. STRUCT.
EXIST. FAN/VENT UNIT
NEW SEAL STRIP
NEW PREFINISHED METAL CAP FLASHING W/ CONTINUOUS WINDLOCK CLIP
TPO COUNTER-FLASHING MEMBRANE.EXTEND 4" MIN. PASTEDGE OF TPO ROOFMEMBRANE.
EXIST.CANT.
EXISTINGSTRUCTURE.
NEW TPO CAPSHEET
EXIST. CAP SHEETCUT-BACK 12".
REUSE EXIST. CURB IF INSATISFACTORY CONDITION.
NEW TPO MEMBRANE OVER EXIST. MODIFIEDROOFING.
4" MIN., TYP.
10
" M
IN.
AT
HIG
H
SID
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IN.
8"
AT
LOW
SI
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4" MIN., TYP.
TPO DRY HUNG TUCKED UNDER EXISTING FLASHING. PROVIDE AN ALUMINUM TERMINATION BAR WITH STAINLESS STEEL FASTENERS AS HIGH OFF ROOF DECK AS POSSIBLE HORIZONTALLY.
EXIST. WALLSTRUCTURE
EXIST. MEMBRANE SYSTEM AND CANT. CONT.
NEW TPO OVER EXIST. MODIFIED ROOF SYSTEM.
SEALANT FILLED, TYPICAL.
NOTE: IT IS ACCEPTABLETO UTILIZE ADHESIVEFASTENING IN ACCORDANCE W/MANUF'S. WRITTEN CRITERIA.
EXIST.BRICK SHELF ANGLE TO REMAIN, TYP.
EXIST. FLASHING TO REMAIN, TYP.
+/-
0'- 8
" V
.I.F
.
NEW TPO HEAT WELDABLECOVER TAPE.
SINGLE PLY SEALING MASTIC.
NEW TPO MEMBRANE PRIMER.
SINGLE PLY CAULKALONG BOTH EDGES.
NEW TPOMEMBRANE ADHESIVE.
NEW TPO MEMBRANEFULLY ADHERED OVEREXIST. MODIFIEDROOFING SYSTEM.
APPROPRIATEFASTENERS 4"O.C. STAGGERED.
3" MIN. TAPE LAP ONTO MTL.
1"MIN
1 1/2".
REMOVE GUTTER SCREEN AND PRESERVE FOR RE-INSTALLATION -CARRY ALLOWANCE FOR 50 LF OF REPLACEMENT AND PROVIDE A PER UNIT COST
PROVIDE HEAT WELDABLE TPO COATED .040 EDGE COPING AND CLEAT MODIFY EXISTING IF REQUIRED FOR PROPER INSTALLATION
TPO WRAP OVER EXISTING ABANDONED ROOF CURB. REMOVE AND DISPOSE OF EXISTING METAL CAP FLASHING.
EXIST. WALLSTRUCTURE &ROOF ASSEMBLY
EXISTING ROOF MEMBRANE AND CANT. CONT. TO REMAIN
NEW TPO OVER EXIST. MODIFIED ROOF SYSTEM.
PROVIDE 3/4" TREATED PLYWOOD COVER ON TREADTED 2X FRAME/BLOCKING
NOTE: IT IS ACCEPTABLETO UTILIZE ADHESIVEFASTENING IN ACCORDANCE W/MANUF'S. WRITTEN CRITERIA.
REMOVE AND DISPOSE OF EXISTING COVER OVER ROOF CURBS
EXISTINGCONDUIT.
OMG PIPEGUARD ROOFTOP PIPING SUPPORT (AT 8'-0" O.C. MAX.) MODELS PGS-BK, PGTS-BK AND PGL-BK. SUPPORTS SHALL BE USED TO FIT SIZE OF CONDUIT PER MANUFACTURER'S REQUIREMENTS, TYP. USE TALLER SUPPORTS TO RUN CONDUIT OVER EXPANSION JOINTS W/MIN. 1" CLEARANCE.
PIPING SUPPORT SHALLBE SET IN ROOFINGCEMENT.
EXIST.STRUCT.
NEW ROOF CAP SHEETOVER EXIST. MEMBRANEROOFING ASSEMBLY.
NOTE: WHERE REPLACING A PIPE/CONDUIT SUPPORT - PROVIDE THEOMG HEIGHT ADJUSTABLE STRUTPIPEGUARD. INSTALL PER MANUF'SREQUIREMENTS.
To t
he
be
st o
f th
eA
rch
ite
ct's
or
En
gin
ee
r's
kn
ow
led
ge
, th
e p
lan
sa
nd
sp
ec
ific
atio
ns
co
mp
ly w
ith
th
ea
pp
lica
ble
min
imu
mb
uild
ing
co
de
s a
nd
th
ea
pp
lica
ble
fire
-sa
fety
sta
nd
ard
s a
s d
ete
rmin
ed
by t
he
loc
al a
uth
ority
ina
cc
ord
an
ce
with
th
ese
ctio
n a
nd
Ch
ap
ter
633
,Fl
orid
a S
tatu
tes.
L
AR
0011477
RON
ALD
ISIL
AC
S
REGIS
TE
RE
D
TCETIH
CR
A
STATE
OF
F
ADIR
OL
JAC
KSO
NV
ILLE
FL
32250 (9
04)
998-8
860
14286 B
EA
CH
BO
ULE
VA
RD
, SU
ITE 1
9-4
07
CO
RP
OR
ATE
LIC
EN
SE #
AA
0002450
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, IN
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UR
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RIG
HTS
, IN
CLU
DIN
G T
HE C
OP
YR
IGH
T TH
ER
ETO
.
OF: SET:
CHECKED BY:
SHEET NO.
DATE:
PROJ. NO:
DRAWN BY:
HO
LID
AY
HIL
L ELE
MEN
TAR
YSC
HO
OL
NO
. 2
09
KIR
BY
-SM
ITH
MID
DLE
NO
.25
A5.1
C. BURDICK
R. SCALISI
201902
05/JUL/19
1 1/2" = 1'-0"6
TPO_ROOF PARAPET DETAIL
3" = 1'-0"1
TPO_ROOF EDGE DETAIL
3" = 1'-0"4
TPO_PENETRATION DETAIL
1 1/2" = 1'-0"3
TPO_MEMBRANE VENT DETAIL
1 1/2" = 1'-0"5
TPO_MECHANICAL CURB DETAIL1 1/2" = 1'-0"
9TPO_ROOF TO BRICK WALL
3" = 1'-0"2
TPO_ROOF EDGE DETAIL WITH GUTTER
1 1/2" = 1'-0"10
TPO_ROOF ABANDONED CURB DETAIL
1 1/2" = 1'-0"7
TPO_CONDUIT STAND DETAIL
3" = 1'-0"8
NOT USED
AT
HIG
H
SID
E M
IN.
8"
AT
LOW
SID
E
EXIST. FAN/VENT UNIT
EXIST FIBERCANT.
EXISTINGSTRUCTURE.
NEW CAPSHEET
REUSE EXIST. CURB IF INSATISFACTORY CONDITION.
NOTE: IF MEMBRANE AT CURB IS METAL FACED (VERAL)CUT BACK A MIN. OF 4" OF THE FACING AT THE HORIZONTALSURFACE. HEAT WELD NEW CAP SHEET TO DE-FACED MEMBRANE.
SHAPE FACTORS ................................................................................................................................ PER CODE
3
2
1
ZONE 10 SF
ROOF
50 SF 100 SF
a = 6' - 0"
-20 -19 -19
-34 -26 -22
ALL +10 +10 +10
ALLOWABLE COMPONENT & CLADDING
DESIGN WIND PRESSURES (PSF)
NOTES:
1. TABLE PRESSURES ARE FOR THE SQUARE FOOT (SF)
TRIBUTARY AREA SHOWN. FOR OTHER TRIBUTARY
AREAS, LINEARLY INTERPOLATE BETWEEN VALUES
SHOWN ABOVE.
2. POSITIVE PRESSURES ACT TOWARD THE BUILDING.
NEGATIVE PRESSURES ACT AWAY FROM THE
BUILDING.
3. SEE DIAGRAMS FOR ZONE LOCATIONS.
-51 -31 -22
OPEN TO
BELOW
3
3 3
3
2
2
2 2
2 2
2 2
2 2
1 1
(TYP)
6' - 0"
(TY
P)
6' -
0"
(TYP)
6' - 0"
(TY
P)
6' -
0"
KEY PLAN
1
2
3
4
5
6
LOWE STRUCTURES, INC.11651 Central Prkwy., Suite 106
Jacksonville, FL 32224(904) 992-0377
FL Cert of Auth: 28261EOR: Timothy J. Morgan FL PE: 80481
To the best of the
Architect's or Engineer's
knowledge, the plans
and specifications
comply w
ith the
applicable m
inim
um
build
ing codes and the
applicable fire-safety
standards as determ
ined
by the local authority in
accordance w
ith the
section and C
hapter 633,
Florida Statutes.
JACKSONVILLE FL 32250 (904) 998-8860
14286 BEACH BOULEVARD, SUITE 19-407
CORPORATE LIC
ENSE # AA 0002450
LOWE STRUCTURES, INC.
STRUCTURAL ENGINEERING
RONALD
SCALISI
ARCHITECTS, P.A.
DISTRICT WIDE ROOF REPLA
CEMENT AT
VARIO
US SCHOOLS
ALL REPORTS, PLA
NS, SPECIFIC
ATIONS, COMPUTER FILES, FIELD
DATA
, NOTES AND O
THER DOCUMENTA
TION PREPARED BY RONALD
SCALISI ARCHITECTS, P.A. (RSA) AS INSTRUMENTS O
F SERVIC
E SHALL REMAIN THE PROPERTY O
F RSA.
RSA SHALL RETA
IN ALL C
OMMON LAW, STA
TUTO
RY AND O
THER RESERVED RIG
HTS, INCLU
DING THE C
OPYRIG
HT TH
ERETO
.
OF: SET:
CHECKED BY:
SHEET NO.
DATE:
PROJ. NO:
DRAWN BY:
CONTINUING ANNUAL
CONTRACT FOR
PROFESSIO
NAL SERVICES
S1.0
TJM
TJM
201902
07/01/19
DESIGN CRITERIA,
COMPONENTS & CLADDING
SCHEDULE & DIAGRAMSCALE: NTSS1.0
2
ROOF COMPONENT & CLADDING
LOADING SCHEDULE - HOLIDAY HILLS
SCALE: 3/32" = 1'-0"S1.0
1
PARTIAL COMPONENT & CLADDING
ROOF DIAGRAM: BUILDING - 1
KEY PLAN
1
2
3
4
5
6
3
2
3 3
3
2
2
2
1
(TYP)
6' - 0"
(TY
P)
6' -
0"
3
3
3
3
22
2
2
1
(TYP)
6' - 0"
(TY
P)
6' -
0"
LOWE STRUCTURES, INC.11651 Central Prkwy., Suite 106
Jacksonville, FL 32224(904) 992-0377
FL Cert of Auth: 28261EOR: Timothy J. Morgan FL PE: 80481
To the best of the
Architect's or Engineer's
knowledge, the plans
and specifications
comply w
ith the
applicable m
inim
um
build
ing codes and the
applicable fire-safety
standards as determ
ined
by the local authority in
accordance w
ith the
section and C
hapter 633,
Florida Statutes.
JACKSONVILLE FL 32250 (904) 998-8860
14286 BEACH BOULEVARD, SUITE 19-407
CORPORATE LIC
ENSE # AA 0002450
LOWE STRUCTURES, INC.
STRUCTURAL ENGINEERING
RONALD
SCALISI
ARCHITECTS, P.A.
DISTRICT WIDE ROOF REPLA
CEMENT AT
VARIO
US SCHOOLS
ALL REPORTS, PLA
NS, SPECIFIC
ATIONS, COMPUTER FILES, FIELD
DATA
, NOTES AND O
THER DOCUMENTA
TION PREPARED BY RONALD
SCALISI ARCHITECTS, P.A. (RSA) AS INSTRUMENTS O
F SERVIC
E SHALL REMAIN THE PROPERTY O
F RSA.
RSA SHALL RETA
IN ALL C
OMMON LAW, STA
TUTO
RY AND O
THER RESERVED RIG
HTS, INCLU
DING THE C
OPYRIG
HT TH
ERETO
.
OF: SET:
CHECKED BY:
SHEET NO.
DATE:
PROJ. NO:
DRAWN BY:
CONTINUING ANNUAL
CONTRACT FOR
PROFESSIO
NAL SERVICES
S1.1
TJM
TJM
201902
07/01/19
PARTIAL COMPONENT &
CLADDING DIAGRAM
SCALE: 3/32" = 1'-0"S1.1
1
PARTIAL COMPONENT & CLADDING
ROOF DIAGRAM: BUILDING - 2
SCALE: 3/32" = 1'-0"S1.1
2
PARTIAL COMPONENT & CLADDING
ROOF DIAGRAM: BUILDING - 3
NOTE:
SEE S1.0 FOR COMPONENT & CLADDING
LOADING SCHEDULE.
NOTE:
SEE S1.0 FOR COMPONENT & CLADDING
LOADING SCHEDULE.
KEY PLAN
1
2
3
4
5
6
3
3 3
32
2
2 2
1
(TYP)
6' - 0"
(TY
P)
6' -
0"
OPEN TO
BELOW
3
3 3
3
2 2
22 2
2
2 2
1 1
2 2
(TYP)
6' - 0"
(TY
P)
6' -
0"
(TY
P)
6' -
0"
(TYP)
6' - 0"
3
2
3
6' -
0"
6' -
0"
LOWE STRUCTURES, INC.11651 Central Prkwy., Suite 106
Jacksonville, FL 32224(904) 992-0377
FL Cert of Auth: 28261EOR: Timothy J. Morgan FL PE: 80481
To the best of the
Architect's or Engineer's
knowledge, the plans
and specifications
comply w
ith the
applicable m
inim
um
build
ing codes and the
applicable fire-safety
standards as determ
ined
by the local authority in
accordance w
ith the
section and C
hapter 633,
Florida Statutes.
JACKSONVILLE FL 32250 (904) 998-8860
14286 BEACH BOULEVARD, SUITE 19-407
CORPORATE LIC
ENSE # AA 0002450
LOWE STRUCTURES, INC.
STRUCTURAL ENGINEERING
RONALD
SCALISI
ARCHITECTS, P.A.
DISTRICT WIDE ROOF REPLA
CEMENT AT
VARIO
US SCHOOLS
ALL REPORTS, PLA
NS, SPECIFIC
ATIONS, COMPUTER FILES, FIELD
DATA
, NOTES AND O
THER DOCUMENTA
TION PREPARED BY RONALD
SCALISI ARCHITECTS, P.A. (RSA) AS INSTRUMENTS O
F SERVIC
E SHALL REMAIN THE PROPERTY O
F RSA.
RSA SHALL RETA
IN ALL C
OMMON LAW, STA
TUTO
RY AND O
THER RESERVED RIG
HTS, INCLU
DING THE C
OPYRIG
HT TH
ERETO
.
OF: SET:
CHECKED BY:
SHEET NO.
DATE:
PROJ. NO:
DRAWN BY:
CONTINUING ANNUAL
CONTRACT FOR
PROFESSIO
NAL SERVICES
S1.2
TJM
TJM
201902
07/01/19
PARTIAL COMPONENT &
CLADDING DIAGRAM
SCALE: 3/32" = 1'-0"S1.2
1
PARTIAL COMPONENT & CLADDING
ROOF DIAGRAM: BUILDING - 4
SCALE: 3/32" = 1'-0"S1.2
2
PARTIAL COMPONENT & CLADDING
ROOF DIAGRAM: BUILDING - 5SCALE: 3/32" = 1'-0"S1.2
3
PARTIAL COMPONENT & CLADDING
ROOF DIAGRAM: BUILDING - 6
DESIGN CRITERIA
THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 6TH EDITION.
REFERENCE TO OTHER STANDARD SPECIFICATIONS OR CODES SHALL MEAN THE LATEST
SHAPE FACTORS ................................................................................................................................ PER CODE
3
3
3
3
3
3
3 3
33
2
2 2
2
2
2
2
2
2
2
2
2
2
1
1
1
(TY
P)
5' -
7"
(TYP)
5' - 7"
(TY
P)
5' -
7"
(TYP)
5' - 7"
3
2
1
ZONE 10 SF
ROOF
50 SF 100 SF
a = 5' - 7"
-20 -19 -18
-33 -25 -21
ALL +10 +10 +10
ALLOWABLE COMPONENT & CLADDING
DESIGN WIND PRESSURES (PSF)
NOTES:
1. TABLE PRESSURES ARE FOR THE SQUARE FOOT (SF)
TRIBUTARY AREA SHOWN. FOR OTHER TRIBUTARY
AREAS, LINEARLY INTERPOLATE BETWEEN VALUES
SHOWN ABOVE.
2. POSITIVE PRESSURES ACT TOWARD THE BUILDING.
NEGATIVE PRESSURES ACT AWAY FROM THE
BUILDING.
3. SEE DIAGRAMS FOR ZONE LOCATIONS.
-50 -30 -21
LOWE STRUCTURES, INC.11651 Central Prkwy., Suite 106
Jacksonville, FL 32224(904) 992-0377
FL Cert of Auth: 28261EOR: Timothy J. Morgan FL PE: 80481
