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DESIGN CRITERIA
SHAPE FACTORS DIRECTIONALITY FACTOR (Kd) INTERNAL PRESSURE COEFFICIENT ENCLOSURE CLASSIFICATION WIND EXPOSURERISK FACTORMEAN ROOF HEIGHT
ULTIMATE WIND SPEED:
ROOFS AND CANOPIES: (REDUCIBLE)
WIND LOADS:
SUPERIMPOSED LIVE LOADS:
PER CODE 0.85± 0.55
PARTIALLY ENCLOSEDBII
15 FT
139 MPH
20 PSF
THIS BUILDING IS NOT LOCATED IN THE WIND BORNE DEBRIS REGION. IMPACT RESISTANTGLAZING IS NOT REQUIRED.
THE PROJECT HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDINGCODE. REFERENCE TO OTHER STANDARD SPECIFICATIONS OR CODES SHALL MEAN THELATEST PUBLICATION.
FOUNDATIONS ARE DESIGNED FOR AN ASSUMED ALLOWABLE LOAD OF 2000 PSF.
CONCRETE
ALL CONCRETE PROPORTIONING, MIXING, TRANSPORTATION, PLACING, AND CURING SHALLCONFORM TO ACI 301.
ALL CONCRETE SHALL BE LABORATORY DESIGNED AND CONTROLLED TO MEET THEREQUIREMENTS OF ACI 318 AND THE PROJECT'S DESIGN BUILDING CODE.
USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IN CONCRETE IS PROHIBITED.
CONCRETE SHALL CONFORM TO THE FOLLOWING:F'c @ 28 DAYS TYPE AGGREGATE LOCATION W/C RATIO (MAX)3,000 NORMAL WEIGHT SLAB-ON-GRADE 0.503,000 NORMAL WEIGHT FOOTINGS 0.55
THE AIR CONTENT IN ALL CONCRETE EXPOSED TO WEATHER SHALL BE BETWEEN 4% & 6%.
CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AS NOTED BELOW, OR PER LATESTACI 318 FOR CONDITIONS OTHER THAN THOSE LISTED:
CONCRETE CAST AGAINST EARTH.................................................3"BEAMS AND COLUMNS....................................................................11
2"SLABS ON GRADE............................................................2" FROM TOPFORMED CONCRETE EXPOSED TO EARTH OR WEATHER..........2"
CHAMFER ALL EXPOSED CORNER 34" MINIMUM.
ALL HOOKS CALLED FOR IN STRUCTURAL DRAWINGS SHALL BE ACI STANDARD HOOKS, UNO.
REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 UNO.
ALL WELDED WIRE MESH SHALL CONFORM TO ASTM A185. LAP TWO SQUARES AT SPLICES.
DO NOT WELD REINFORCING STEEL UNLESS APPROVED IN WRITING BY THE STRUCTURALENGINEER.
TIE ALL REINFORCING STEEL AND EMBEDS SECURELY IN PLACE PRIOR TO PLACING CONCRETE.THE CONTRACTOR SHALL PROVIDE SUPPORTS TO MAINTAIN THE REQUIRED REINFORCINGPOSITION. "WET STICKING" DOWELS INTO CONCRETE IS NOT PERMITTED.
THE CONTRACTOR SHALL COMPARE THE STRUCTURAL PLANS AND DETAILS WITH THEARCHITECTURAL PLANS AND DETAILS AND REPORT ANY DISCREPANCIES TO THE ARCHITECTPRIOR TO THE COMMENCEMENT OF SHOP DRAWINGS.
THE CONTRACTOR SHALL PROVIDE AN ALLOWANCE OF 1% OF TOTAL REINFORCING STEEL FORTHE PROJECT TO BE FABRICATED AND PLACED DURING CONSTRUCTION AT THE DIRECTION OFTHE STRUCTURAL ENGINEER, IN ADDITION TO THE REINFORCING STEEL REQUIRED BY THESTRUCTURAL DRAWINGS. THE OWNER SHALL RECEIVE CREDIT FOR ANY UNUSED QUANTITYAT THE END OF THE PROJECT.
CONTRACTOR SHALL TEST ALL CONCRETE IN ACCORDANCE W/ ACI AND PROVIDE COPIES OFTEST RESULTS TO EOR.
WOOD (CONT.)
ALL DOUBLE HEADERS SHALL BE NAILED TOGETHER WITH 16d NAILS STAGGERED AT 16" ONCENTERS 2" FROM TOP AND BOTTOM. HEADERS SHALL BE 2-2x12, UON.
ALL HEADERS AND BEAMS SHALL BE FASTENED TOGETHER PER DETAIL 10/S2.2. HEADERS SHALL BE2-2x12 IN 2x4 WALLS UNO.
ALL BUILT-UP COLUMNS AND STUDS SHALL BE FASTENED TOGETHER PER DETAIL 4/S2.2.
FOR SPLICES IN TOP PLATES, SEE DETAIL 5/S2.2.
HOLES AND NOTCHES MUST BE APPROVED BY THE ENGINEER. IF APPROVED THE NOTCHES ON THEENDS OF JOISTS SHALL NOT EXCEED ONE-FOURTH THE DEPTH. HOLES BORED FOR PIPE OR CABLESHALL NOT BE WITHIN THE TOP OR BOTTOM THIRD OF THE JOIST DEPTH AND THE DIAMETER OFSUCH HOLE SHALL NOT EXCEED ONE-THIRD THE JOIST DEPTH NOTCHES FOR PIPES IN THE TOP ORBOTTOM OF JOISTS SHALL NOT EXCEED ONE-SIXTH THE JOIST DEPTH AND SHALL NOT BE LOCATEDIN THE MIDDLE ONE-THIRD OF THE SPAN.
STRESS GRADE: SOUTHERN PINE NO. 2 OR ENGINEER APPROVED EQUAL. ALL DESIGN VALUES AREUNDER NORMAL LOADING AND IN DRY CONDITIONS OF SERVICE. SYP MAY BE SUBSTITUTED FORSPF.
PRESSURE-TREAT LUMBER IN ACCORDANCE WITH THE MANUAL OF RECOMMENDED PRACTICE OFTHE AMERICAN WOOD PRESERVERS ASSOCIATION (AWPA).
ALL FASTENERS AND NAILS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE MADE OFTYPE 304 OR TYPE 316 STAINLESS STEEL UNLESS THE LUMBER IS TREATED WITH CCA-C OR SBX(DOT), BUT NOT SBX (DOT) WITH SODIUM SILICATE (NaSiO2).
UNLESS OTHERWISE NOTED, USE THE FOLLOWING MINIMUM GRADE OF LUMBER FOR FRAMING. FRAMING MINIMUM GRADE SILL ON FOUNDATION WALLS OR NO. 3 SYP SLAB ON GRADE
JOISTS, RAFTERS & HEADERS NO. 2 SYP
PLATES, CAPS & BUCKS NO. 2 SYP
STUDS SEE SCHEDULE
POSTS & COLUMNS NO. 2 SYP
CONNECT OVER FRAMING (SUCH AS VALLEY TRUSSES) TO MAIN ROOF FRAMING BELOW WITHSIMPSON VTC2 WITH 4-10d NAILS INTO TRUSS AND 5-10d x 11
2" NAILS INTO OVERFRAMING OR 114"x16
ga TWIST STRAP @ 48" MAX W/4-10d NAILS EACH END OF STRAP.
POST BASE AND CAPS FOR 4x4 AND 6x6 POST SHALL BE SIMPSON CB SERIES AT BASE AND CC SERIESAT CAP.
AXIALY LOADED INTERIOR POSTS SUPPORTING BEAMS OR HEADERS SHALL BE CONTINUOUSLYSUPPORTED TO THE GROUND. PROVIDE POSTS OR BLOCKING WITHIN FLOOR TRUSS SYSTEM ASREQUIRED.
JOIST HANGERS SHALL BE SIMPSON SERIES LUS, UON.
STRUCTURAL GLUED LAMINATED TIMBER DESIGN PER CURRENT NATIONAL DESIGNSPECIFICATIONS FOR WOOD CONSTRUCTION "NDS" BY THE NATIONAL FOREST PRODUCTSASSOCIATION, STANDARD SPECIFICATION FOR STRUCTURAL GLUED LAMINATED TIMBER OFSOFTWOOD, AND AITC 119 BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC). ALLMEMBERS MUST BE MANUFACTURED IN ACCORDANCE WITH THE CURRENT EDITION OF THE U.S.DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD PS.56 "STRUCTURAL GLUEDLAMINATED TIMBER".
MICROLLAM, PARALLAM AND TIMBERSTRAND BEAMS SHALL BE BY "TRUSS JOIST" OR EQUAL.
FOUNDATIONS
A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT SHALL INSPECT ANDASSURE THE ADEQUACY OF ALL SUBGRADES, FILLS, AND BACKFILLS BEFORE PLACEMENT OFFOUNDATIONS, FOOTINGS, SLABS, ETC. WRITTEN ACCEPTANCE OF THE WORK INSPECTED SHALLBE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER.
SUPPLEMENTARY NOTES
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, ADEQUACY, AND SAFETY OFERECTION, BRACING, SHORING, TEMPORARY SUPPORTS, ETC. THE STRUCTURAL ELEMENTS ARENOT CONSIDERED STABLE UNTIL THE STRUCTURE IS COMPLETE.
REVIEW OF THE SUBMITTAL INFORMATION SHALL BE FOR GENERAL REQUIREMENTS OF THEPROJECT, AND SHALL NOT INCLUDE CHECKING OF DETAILED DIMENSIONS OR DETAILEDQUANTITIES, NOR REVIEW OF THE CONTRACTOR'S SAFETY MEASURES ON OF OFF THE WORKSITEOR THE MEANS AND METHODS OF DOING ANY WORK.
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND ARCHITECTURAL ANDSTRUCTURAL PLAN DIMENSIONS AND ELEVATIONS PRIOR TO THE COMMENCEMENT OFCONSTRUCTION AND NOTIFY THE STRUCTURAL ENGINEER OF ANY CONFLICTS. ARHCITECTURALDIMENSIONS AND ELEVATIONS WILL CONTROL.
ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL, ELECTRICAL ANDPLUMBING EQUIPMENT SHALL BE VERIFIED WITH EQUIPMENT PURCHASED BEFORE PROCEEDINGWITH STRUCTURAL WORK AFFECTED.
EMBEDMENT FOR EXPANSION BOLTS SHALL BE 434" MINIMUM FOR 3 4"Ø BOLTS IN CONCRETE OR
GROUTED MASONRY. EXPANSION BOLTS SHALL BE HILTI KWIK BOLT 3 OR EQUAL.
EPOXY GROUT SHALL BE HY150 CARTRIDGE SYSTEM BY HILTI: (HILTI RE500, IF HOLE IS COREDINSTEAD OF DRILLED) OR APPROVED EQUAL, UNO. EMBEDMENT SHALL BE 12 BAR DIAMETERMINIMUM, UNO. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURERS PRINTEDINSTRUCTIONS.
ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THESEAL OF AN ENGINEER REGISTERED IN THE STATE OF THE PROJECT.
GENERAL CONTRACTOR MUST REVIEW AND APPROVE SHOP DRAWINGS PRIOR TO SUBMITTAL TOARCHITECT/ENGINEER. SUBMITTALS WHICH DO NOT CONTAIN THE CONTRACTOR'S SHOP DRAWINGSTAMP OR HAVE BEEN MERELY "RUBBER STAMPED" SHALL BE RETURNED WITHOUT REVIEW.
GENERAL CONTRACTOR SHALL SUBMIT COPIES OF THE FOLLOWING SHOP DRAWINGS TO THEARCHITECT PRIOR TO THE COMMENCEMENT OF CONSTRUCTION: REINFORCING PLACEMENT,CONCRETE MIX DESIGNS & PRE-ENGINEERED WOOD TRUSSES.
THE PROJECT'S STRUCTURAL DRAWINGS AND ELECTRONIC FILES ARE THE PROPERTY OF LOWESTRUCTURES, INC. THE CONTRACTOR AND SUBCONTRACTOR SHALL COMPENSATE LOWESTRUCTURES, INC. FOR THE USE OF THE PROJECT'S CAD FILES FOR ANY PURPOSE INCLUDING SHOPDRAWING PREPARATION.
THE CONTRACTOR SHALL NOT SCALE DRAWINGS. DIMENSIONS SHOWN ON ARCHITECTURAL ANDSTRUCTURAL PLANS AND DETAILS WILL CONTROL.
WOOD
CLIPS, CONNECTIONS, HANGERS, HOLD-DOWNS, ETC. SHOWN ON THESE DRAWINGS ARE SIMPSONSTRONG-TIE CONNECTORS, UON. FASTENERS OF OTHER MANUFACTURERS MAY BE SUBSTITUTEDPROVIDED THE LOAD VALUES OF THE SUBSTITUTED FASTENER FOR GROUP II WOOD SPECIESEQUALS OR EXCEEDS THE SPECIFIED FASTENER.
NAILING OF ALL MEMBERS SHALL BE IN ACCORDANCE WITH THE BUILDING CODE. SEE CODE FORTABLE.
ALL SLEEPERS AND SILLS SHALL BE MADE OF PRESSURE TREATED WOOD.
AT OPENINGS 6' OR LESS PROVIDE ONE STUD UNDER HEADER. AT OPENINGS OVER 6' PROVIDE 2STUDS UNDER HEADER. STUDS FULL HEIGHT EACH SIDE OF EXTERIOR OPENINGS SHALL EQUALONE HALF THE NUMBER OF STUDS INTERRUPTED BY THE OPENING ROUNDED UP (I.E., IF 5 STUDSARE INTERRUPTED BY THE OPENING PROVIDE 3 FULL HEIGHT STUDS EACH SIDE OF THE OPENINGIN ADDITION TO THE STUDS UNDER THE HEADER).
AT OPENINGS, PROVIDE 1-LSTA12 SIMPSON STRAP TO STUDS EACH END OF HEADERS. PROVIDE 2HEADER STRAPS AT OPENINGS 6' AND GREATER. MOVE REQUIRED (SEE SCHED) FLOOR TO FLOORSTRAPS BENEATH OPENING TO EACH SIDE OF OPENING (ONE HALF EACH SIDE). ALSO, PROVIDELTT20 FOUNDATION HOLDOWN TO STUDS EACH SIDE OF OPENINGS 6' AND GREATER.
SILL PLATE BOLT AND ANCHOR BOLT WASHERS SHALL BE 18"x2"x2" AT BEARING LOCATIONS WITHUPLIFT.
ROOF SHEATHING SHALL BE 716" MINIMUM APA RATED SHEATHING, EXPOSURE 1 WITH 32/16 SPAN
RATING.
WALL SHEATHING SHALL BE 716" MINIMUM APA RATED SHEATHING, EXPOSURE 1 WITH 24/16 SPANRATING. SHEATHING MAY BE ORIENTED VERTICALLY OR HORIZONTALLY FOR FLEXIBLE WALLFINISHES. SHEATHING MUST BE ORIENTED HORIZONTALLY FOR BRITTLE WALL FINISHES(STUCCO) UNLESS STRUCTURAL 1 RATED SHEATHING OR 15
32" 5-PLY/5-LAYER PLYWOOD OR 1532"
OSB IS USED.
NON SHEAR WALL WOOD WALL SHEATHING SHALL BE UNBLOCKED. FASTEN SHEATHING TOSTUDS w/8d @ 6" OC AT PANEL EDGES AND AT 12" OC AT INTERMEDIATE SUPPORTS. FOR NAILINGREQUIREMENTS AT SHEAR WALLS, SEE SHEAR WALL SCHEDULE.
ROOF DECKING SHALL BE NAILED WITH 10d RINGSHANK NAILS AT 58" DECK. SPACE NAILS AT 6"
AT SUPPORTED EDGES OF DECK (4" AT EXTERIOR WALLS) AND 12" SPACING AT INTERMEDIATESUPPORTS. SEE 7/S2.2.
PROVIDE A MINIMUM OF 3 STUDS UNDER BEAMS OR GIRDER TRUSSES CARRYING FLOOR OR ROOFLOADS.
ROOF JOIST SHALL BE LATERALLY SUPPORTED AT THE ENDS BY SOLID BLOCKING OR DIAGONALSTRUTS. SUCH BRIDGING MAY BE OMITTED WHERE END OF JOIST IS NAILED TO A HEADER, BANDJOIST OR TO AN ADJOINING STUD. ALSO PROVIDE SOLID BLOCKING OR DIAGONAL STRUTS AT 8'-0"MAXIMUM SPACING.
NOMINAL WIND SPEED: 108 MPH
WIND PRESSURE DIAGRAMSSCALE: NTS
1
S0.1
3
32
2
1
WALLS (GENERIC BUILDING SHOWN)
5 54
5
5
T/ROOF
a
a
4
3
3
1
2
2
ROOF
ZONE 10 SF 50 SF 100 SF
ALL ZONES 42.7 40.7 39.8
1 -45.7 -41.5 -39.8
2 -51.5 -47.4 -45.7
3 -51.5 -47.4 -45.7
1o & 2o -58.9 -54.8 -53.0
3o -58.9 -54.8 -53.0
COMPONENT & CLADDING DESIGN
WIND PRESSURES (PSF)
WALLS
ZONE 10 SF 100 SF 500 SF
ALL ZONES 45.7 40.5 36.8
4 -48.6 -43.4 -39.8
5 -57.4 -47.0 -39.8
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.4) ALL PRESSURES SHOWN IN ARE ULTIMATE PRESSURES.
a=3' 3"
1
2
2
2
122
2
2
2
22
a
a
aa
a
a
a a
S0.1
GEN
ERA
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OTE
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08-14-13LOWE STRUCTURES, INC.4337 Pablo Oaks Ct., Suite 101Jacksonville, FL 32224(904) 992-0377FL Cert of Auth: 28261EOR: J. Matthew Lowe FL PE: 59027
SGF
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PROGRESS PRINTING -NOT FOR CONSTRUCTION
R E
V I
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N S
Website: www:bashamlucas.com(904) 731-2323 FAX (904) 731-2699
PLANNING ARCHITECTURE LANDSCAPE. .
Lic. Nos.: AA26000586
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NEB
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DEV
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PED
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12-09
08-14-13LOWE STRUCTURES, INC.4337 Pablo Oaks Ct., Suite 101Jacksonville, FL 32224(904) 992-0377FL Cert of Auth: 28261EOR: J. Matthew Lowe FL PE: 59027
SGF
JML
PROGRESS PRINTING -NOT FOR CONSTRUCTION
S1.1
FOU
ND
ATI
ON
& R
OO
F PL
AN
SCALE: NTS
SLAB JOINT DETAILS1
S2.1 SCALE: NTS
PIPE PENETRATION DETAIL2
S2.1
2'-4
"
2'-4"
CONT WALL FOOTING
ADD CORNER BARTO MATCH CONTFOOTING REINF
SCALE: NTS
REINF @ CONT FTG CORNERS3
S2.1 SCALE: NTS
TYP "TE" SECTION4
S2.1
CONT PT SILL PL
T/ SLAB ELPER PLAN
SEE
PLA
N
#4 CONT
1'-2
" M
IN
FIN GRADEPER ARCH
WALL SHEATHINGPER ARCH
2-#5 CONT W/#4@24" OC TRANSV
3" MIN
SPH @ 32" OCT/FTG ELSEE PLAN
11
11
PARALLEL PIPE DETAIL
T/FTG ELSEE PLAN N
O P
IPES
IN F
TG
4'-0
"MA
X
TRANSVERSE PIPE DETAIL
WHERE PIPES RUN PARALLEL TOCONT FOOTINGS, PIPE LOCATIONSHALL NOT BE WITHIN FOOTINGINFLUENCE LINES AS SHOWN
PLACE FILL PRIOR TO POURINGFOOTING. PIPE TRENCH SHALLHAVE A MIN WIDTH OF FOOTINGPROVIDE A MIN OF 6" OF CONCCOVER AROUND PIPE (TYP)
WRAP PIPE W/ 2" STYROFOAMOR SLICE PVC PIPE 2"ø LARGER(SEAL SLIT W/ DUCT TAPE)
WHERE PIPE PENETRATES WALLPROVIDE 11
2" COMPRESSIBLEMATERIAL AROUND PIPE ORPROVIDE PIPE SLEEVE
SEE FASTENERSCHEDULE (TYP)
2x WALLCONSTRUCTION
NOTES:1) CONTRACTION JOINTS SHALL BE CUT INTO SLAB WITHIN
12 HOURS OF CONCRETE PLACEMENT.2) SLAB JOINTS SHALL BE SPACED AT 12'-0" MAX EA DIRECTION.
SAW CUT JOINT-FILL JOINT PER ARCH
D
CONTRACTION JOINT
D/4
D/2
D
EXPANSION JOINT
PREMOLDEDJOINT MATERIAL
12"
1'-6"
1'-2
" 7"
2'-6"
SEE
PLA
N
3"C
LR
SPH @ 32" OC
ANCHOR BOLT PERFASTENER SCHEDULE
WWF, PER PLAN
INT WOOD STUDBEARING WALL
(3)-#5 CONT W/#4@24" TRANSVERSE
SCALE: NTS
TYP "TS" SECTION7
S2.1
CONT PT SILL PL
WALL SHEATHINGPER ARCH & SHEARWALL
SCHEDULE
T/ SLAB ELPER PLAN
WWFPER PLAN
CL COL& FTG
T/ FTG ELPER PLAN
1'-4
" M
IN
SEE SCHEDULE FOR FTGSIZE & REINFORCEMENT
SEE
SCH
ED
WOOD COLPER PLAN
SCALE: NTS
SECTION5
S2.1
A A
1'-5
"
1'-5"
(4)-#6 VERT
PROVIDE #3 TIES @ 6" OC.PROVIDE (3)-#3 TIES @ 3" OC@ T/ COL. COORD PLACEMENTW/ ANCHOR RODS (TYP).
SECTION A-A
9"3/
4"1'
-0"
714"
(TYP)5
8"ø THRUBOLTS
11 2"6"
COL BASE DETAIL
NOTE:NOTCH WOOD COL AS REQ'DFOR SNUG FIT IN BASE. ALLSTEEL SHALL BE HOT DIPPEDGALV AND PAINTED.
1'-2"x1'-2"x34" BASE PL
W/ (4)-34"Ø HEADED
ANCHOR RODS.
SCALE: NTS
SECTION6
S2.1
112"
14" STL PL
(TYP)
4" M
INSE
E A
RC
H
FIN GRADE
COL COVERPER ARCH
COL BASEPER 6/S2.1
S2.1
SEC
TIO
NS
& D
ETA
ILS
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V I
S I O
N S
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12-09
08-14-13LOWE STRUCTURES, INC.4337 Pablo Oaks Ct., Suite 101Jacksonville, FL 32224(904) 992-0377FL Cert of Auth: 28261EOR: J. Matthew Lowe FL PE: 59027
SGF
JML
PROGRESS PRINTING -NOT FOR CONSTRUCTION
TYPICAL TOP PLATE SPLICE
4'-0" MINIMUM LAP
SPLICESPLICE BOTTOMPLATE OVER STUD
TYPICAL STUDS2-16d AT 4" OC (24-16DMINIMUM EACH SIDE
OF EACH SPLICE)SPH @ 32" OC
FASTENERPER SCHEDULE
STUD WALLPER PLAN
SCALE: NTS
SECTION2
S2.2 SCALE: NTS
DETAIL5
S2.2
DOUBLE 2x SECTION TRIPLE 2x SECTION
16d AT 16" OC EAEDGE, STAGGERED
SCALE: NTS
BUILT-UP BEAM DETAIL
POSTPOST
NAILS3 NAILS AT EA
JOINT
PLYWOOD WALLSHEATHING
10
S2.2
DOUBLE 2xTOP PLATE
1'-4
"
8"8"
8"8"
2-2x STUDS 3-2x STUDS
12d @ 16" OCSTAGGERED EASIDE & EA PLY
12d @ 16" OCSTAGGERED EA SIDE
112"
TYP
SCALE: NTS
BUILT-UP STUDS DETAIL4
S2.2
END JOINT
DETAILSCALE: NTSS2.2
6
SCALE: NTS
SECTION1
S2.2
SCALE: NTS
DETAIL7
S2.2
SCALE: NTS
SECTION3
S2.2
SCALE: NTS
SECTION8
S2.2
PLATFORM FRAMING GABLE END
SCALE: NTS
DETAIL9
S2.2
H5 CLIP FROMBLOCKING TODBL TOP PL
BLOCKING @ 48" OCBETWEEN GABLE ENDTRUSS AND FIRSTCOMMON TRUSS
CONT 2x4x8'#2 SYP LATERALBRACE @ 48" OC
DBL TOP PL
BOTTOM CHORD OF GABLEEND TRUSS OR 2x BLOCKINGW/ 12d TOE NAILS @ 8" OCTO DOUBLE TOP PL
2-12d NAILS
CS18 STRAPW/ 16-10d NAILS(8 EA END)
SIMPSON A33 CLIP
ONE LEG OF 2x4X-BRACE @ 48" OC
12d NAILS @ 4" OC
3-12d NAILS@ EACH
TRUSS
BOTTOM CHORD OFCOMMON TRUSSES
@ 24" OC
NOTES:1) FLOOR AND ROOF SHEATHING SHALL BE STAGGERED
AS SHOWN WITH LONG DIRECTION OF PLYWOODTRANSVERSE TO TRUSSES OR JOISTS.
2) UNSUPPORTED (UNBLOCKED) PANEL EDGE. PROVIDEBLOCKING IF REQ'D BY NOTES OR SCHEDULE.
NAILING REQUIREMENTS FORROOF DECK & SHEARWALL
NAILING TO INTERMEDIATESUPPORT IS 12" OC MAX, UON
STUDS, OR ROOF TRUSSES,
PANEL EDGEBLOCKINGPROVIDED
EDGE OF SHEARWALLOR DECKING
GYPSUM BOARD ORPLYWOOD PANEL
NAIL SPACING @SUPPORTED EDGES,
SEE NOTES ORSCHEDULE
OPENING UP T0 6' OPENINGS > 6'
2-SPH STRAPS 6"
OVER 6'UP TO 6'
1-CS20STRAP 2-CS20 STRAPS
CLIPS AT T&BOF STUDS PERFASTENER SCHEDULE
CLIPS AT T&BOF STUDS PERFASTENER SCHEDULE
TWO HEADER STUDSAND THREE FULL
HEIGHT STUDS
ONE HEADER STUD &TWO FULL HGT STUDS(1 STUD AT OPNG < 4')
ANCHOR BOLT &WASHER WITHIN6" OF OPENING
LTT20B STRAP (NAILED)W/ 12"ø THREADED RODEPOXIED INTO SLAB
CS18 STRAP
NOTE:AT OPENINGS OVER 6' PROVIDE 2 STUDS UNDER HEADER.STUDS FULL HEIGHT EACH SIDE OF EXTERIOR OPENINGS SHALLEQUAL ONE HALF THE NUMBER OF STUDS INTERRUPTED BY THEOPENING ROUNDED UP (I.E., IF 5 STUDS ARE INTERRUPTED BYTHE OPENING PROVIDE 3 FULL HEIGHT STUDS EACH SIDE OFTHE OPENING IN ADDITION TO THE STUDS UNDER THE HEADER).
IF OPENING ABUTS SHEARWALL,SHEARWALL HOLD DOWNCONTROLS (TO BE INSTALLED)
HEADER PER GEN NOTES
(TYP)
STRAPPING REQUIREMENTS AT INTERIOR AND EXTERIORLOAD BEARING WALL OPENINGS
CONTINUE SHEATHINGTO ROOF DECK @
SHEARWALLS & BLOCK@ ROOF DECK
SPH @ 32" OC
CONT DBL 2xTOP PL
STUD WALLPER PLAN
ROOF SHEATHINGPER PLAN
SEE ARCH
CONT 2xPER ARCH
PLYWOODSHEATHING
@ SOFFIT
WALL FINISHPER ARCH
2x BETWEEN TRUSSES@ SLOPE CHANGE
PRE-ENGINEEREDTRUSS PER PLAN
FASTENERPER SCHEDULE
CONT 2xPER ARCH
2x BETWEENTRUSSES (TYP)
WOOD BEAMPER PLAN
FASTENERPER SCHEDULE
SEE ARCH
PRE-ENGINEEREDROOF TRUSSPER PLAN
SOFFITPER ARCH
ROOF SHEATHINGPER PLAN
SCALE: NTS
SECTION11
S2.2
6'-0" MIN *
6" STAGGERED
TYP
10d NAILS(TYP)
NOTE: "*" DENOTES TRUSS SUPPLIER TO PROVIDECONT NAILER FOR OUTRIGGER ATTACHMENT.
ROOF SHEATHINGPER PLAN
2x BETWEEN TRUSSES
2x OUTRIGGER@ EA TRUSS (TYP)
CONT 2xPER ARCH
SOFFITPER ARCH
SEE ARCH
PRE-ENGINEEREDTRUSS PER PLAN
FASTENERPER SCHEDULEDBL TOP PLW/ #8x5" LG SCREWS @ 8" OCSTAGGERED INTO BEAM
WOOD BEAMPER PLAN. PADW/ PLYWOOD ASREQ'D.
TRUSS SUPPLIER TOPROVIDE NAILERFOR 2x ATTACHMENT
PROVIDE FURRINGBELOW BEAM
AS REQ'D PER ARCH
PRE-ENGINEEREDROOF TRUSS
PER PLAN
2x6 WALL STUDS@ 16" OC
CONT 2xPER ARCH
2x OUTLOOKER @ 24"
SIMPSON H2.5 @ EAOUTLOOKER
716" PLYWOOD SHEATHING
ATTACH W/ 8d NAILS @ 6" OCEDGE & 12" OC FIELD
CS18 STRAPW/ 16-10d NAILS
2x44-16d NAILS
4-12d TOENAILED (2 EA
SIDE TYPEA END)
ADD VERTICALMEMBER AT 4'-0"
WHEN BRACELENGTH EXCEEDS
6'-0" (TYP)
2-12d NAILS(TYP)
ROOF TRUSS
2x4 BRACE @4'-0" MAX*(TYP)
4-16d NAILS
2-12d TOENAILED
1
1±
ROOF DECKPER PLAN
2x4 BLOCKING @ 48" OCBETWEEN GABLEAND FIRST TRUSS
12d @ 4" OC FROMLATERAL BRACETO BLOCK BELOW
CONT 2x4x8' #2 SYPLATERAL BRACE @ 48" OCW/ 3-12d INTO EACHTRUSS BOTTOM CHORD
2-12d NAILS
SEE DETAIL 9/S2.2
NOTES:1) "*" DENOTES WHERE "H" EXCEEDS 7'-0"
X-BRACES SHALL BE 2x6. WHERE "H" EXCEEDS10'-6" X-BRACE MEMBERS SHALL BE NAILED TO VERTICAL WEB (OR SCAB) AT EACH TRUSS.
WALLSHEATHING
10d NAILS@ 6" SIMPSON A33 CLIPS
(TYP)
S2.2
SEC
TIO
NS
& D
ETA
ILS
R E
V I
S I O
N S
Website: www:bashamlucas.com(904) 731-2323 FAX (904) 731-2699
PLANNING ARCHITECTURE LANDSCAPE. .
Lic. Nos.: AA26000586
STO
NEB
RID
GE
DEV
ELO
PED
BY
:C
hape
l Cre
ek C
omm
unity
Dev
elop
men
t Dis
trict
12-09
08-14-13LOWE STRUCTURES, INC.4337 Pablo Oaks Ct., Suite 101Jacksonville, FL 32224(904) 992-0377FL Cert of Auth: 28261EOR: J. Matthew Lowe FL PE: 59027
SGF
JML
PROGRESS PRINTING -NOT FOR CONSTRUCTION
SCALE: NTS
GIRDER HOLDOWN DETAILS6
S2.3
NAIL FASTENING SCHEDULE
4-3"x0.131"
5-3"x0.131"
3-3"x0.131"
3-3"x0.131"
3-3"x0.131"
4-3"x0.131"
4-3"x0.131"
3"x0.131" @ 16"
3-3"x0.131"
4-3"x0.131"
4-3"x0.131"
5-3"x0.131"
3-3"x0.131"
3"x0.131" @ 6"
3-3"x0.131"
12-3"x0.131"
3"x0.131" @ 12"
3"x0.131" @ 8"
3-3"x0.131"
4-3"x0.131"
3-3"x0.131"
3"x0.131" @ 8"
2-3"x0.131"
3-3"x0.131"
GUN NAIL
WIDER THAN 1"x8" SHEATHING TO EA BRG
1"x8" SHEATHING TO EACH BEARING WALL
JACK RAFTER TO HIP
JOIST TO BAND JOIST
ROOF RAFTER TO 2x RIDGE BEAM
ROOF RAFTER TO 2x RIDGE BEAM
JACK RAFTER TO HIP
LEDGER STRIP
COLLAR TIE TO RAFTER
BUILD-UP CORNER STUDS
RAFTER TO PLATE
CEILING JOISTS TO PARALLEL RAFTERS
2" PLANKS
FACE NAIL
FACE NAIL
FACE NAIL
TOENAIL
FACE NAIL
3-16d
3-16d
2-16d
2-16d
2-16d
AT EACH BEARING
TOENAIL
FACE NAIL
FACE NAIL
FACE NAIL
FACE NAIL
TOENAIL
FACE NAIL
16d @ 24"
3-10d
3-10d
16d -
3-16d MIN
3-8d
2-8d
3-8d
-
-
16d @ 16" TYPICAL FACE NAILSOLE PLATE TO JOIST OR BLOCKING
BLOCKING BETWEEN JOISTS OR RAFTERS TO
CEILING JOISTS, LAPS OVER PARTITIONS
CONTINUOUS HEADER TO STUD
CEILING JOISTS TO PLATE
CONTINUOUS HEADER, THREE PIECES
CONTINUOUS HEADER, TWO PIECES
TOP PLATE INTERSECTIONS
RIM JOIST TO TOP PLATE
DOUBLE TOP PLATES SPLICE (LAP 4'-0")
DOUBLE TOP PLATES
STUD TO SOLE PLATE
STUD TO SOLE PLATE
TOP PLATE TO STUD
DOUBLE STUDS
TOP PLATE
FACE NAIL
TOENAIL
TOENAIL
FACE NAIL
FACE NAIL
FACE NAIL
TOENAIL
16d @ 16"
3-16d MIN
T&B EA FACE
4-8d
3-8d
-
-
T&B EDGE16d @ 16"
8d @ 6"
2-16d
-
TYPICAL FACE NAIL
FACE NAIL
TOENAIL
FACE NAIL
END NAIL
TOENAIL
END NAIL
16d @ 24"
16d @ 16"
8-16d
3-8d
4-8d
2-16d
2-16d
WIDER THAN 1"x6" SUBFLOOR TO EA JOIST
1"x6" SUBFLOOR OR LESS TO EACH JOIST
2" SUBFLOOR TO JOIST OR GIRDER
BRIDGING TO JOIST
JOIST TO SILL OR GIRDER
CONNECTION
BLIND & FACE NAIL
TOENAIL EA END
FACE NAIL
FACE NAIL
TOENAIL
NAIL LOCATION
2-8d
3-8d
2-16d
2-8d
-
-
-
NAIL (A)
3-8d
4-3" 14 GA
5-3" 14 GA
3-3" 14 GA
3-3" 14 GA
3-3" 14 GA
4-3" 14 GA
4-3" 14 GA
3" 14 GA @ 16"
3-3" 14 GA
4-3" 14 GA
-
-
-
3" 14 GA @ 12"
4-3" 14 GA
5-3" 14 GA
3-3" 14 GA
3" 14 GA @ 6"
-
-
-
3-3" 14 GA
12-3" 14 GA
3" 14 GA @ 12"
3" 14 GA @ 8"
3-3" 14 GA
3-3" 14 GA
3-3" 14 GA
2-3" 14 GA
3-3" 14 GA
-
-
-
STAPLE (B)
FASTENER:LTT20B: 10-10d NAILSDTT2Z: 8-SDS 1/4x1 1/2
LTT20B(CAPACITY = 1500#)
MGT W/ HDU5(CAPACITY = 3965#)
HGT W/ 2-HTT5(CAPACITY = 8030#)
2-HD9 HOLDOWNS
NOTE:HTT5 W/ (26)-10d NAILSMAY BE SUBSTITUTED FOR HDU5
FASTENERMGT: (22)-10d NAILSHDU5: (14)-SDS 1/4x2 1/2WOOD SCREWS OF EQUAL
:
FASTENER:HGT-2: (8)-10d NAILSHGT-3: (8)-10d NAILSHGT-4: (16)-10d NAILSHTT5: (26)-10d NAILS
FASTENER:HD9: (3)-1"Ø THROUGH BOLTS
UPLIFT CAPACITY IS BASED ON MINIMUM THICKNESS OFPOST OR COMBINED THICKNESS OF TRUSSES AS FOLLOWS:THICKNESS UPLIFT 3 1/2" 15,480# 4 1/2" 19,840#
NOTES:1) GIRDER HOLDDOWNS SHALL BE FROM STUD TO
STUD AT EACH FLOOR AND FROM STUD INTOSLAB ON GRADE SO AS TO PROVIDE ACONTINUOUS PATH FOR WIND LOADS FROM THEGIRDER TO THE FOUNDATION.
2) IN LIEU OF HOLDDOWNS AT EACH FLOOR ATHREADED ROD MAY EXTEND FROM ROOF TRUSSHOLDDOWN INTO FOUNDATION SLAB.
3) AT HEADERS, LOWER HOLDDOWN SHALL BETURNED AND NAILED TO HEADER. PROVIDE SAMESIZE HOLDDOWN AT EACH SIDE OF OPENINGFROM STUDS INTO SLAB ON GRADE. ATTACHHEADER TO STUDS EACH SIDE OF OPENING WITHSIMPSON COIL STRAPS AS FOLLOWS:IF HOLDDOWN IS LTT20B: (2)-CS20IF HOLDDOWN IS HDU5: (3)-CS16IF HOLDDOWN IS (2)-HTT5: (3)-CS16IF HOLDDOWN IS (2)-HD9B: NOT ALLOWED
ROOF TRUSS,SEE PLAN
LTT20B
PROVIDE 1/2"ØTHREADED RODW/ NUT & WASHEREA END AS SHOWN
DTT2Z
DTT2Z
1/2"Ø ANCHORBOLT EMBED IN FTGOR POST INSTALL SEEFASTENER SCHED
SILL PLATE
WALL STUDSUNDER TRUSS,
SEE GEN NOTES
DOUBLE TOPPLATE
ROOF TRUSS,SEE PLAN
MGT
PROVIDE 5/8"ØTHREADED RODW/ NUT & WASHEREA END AS SHOWN
5/8"Ø ANCHORBOLT EMBED IN FTGOR POST INSTALL SEEFASTENER SCHED
SILL PLATE
HDU5
WALL STUDSUNDER TRUSS.
SEE GEN NOTES
HDU5
DOUBLE TOPPLATE
SILL PLATE
HTT5
WALL STUDSUNDER TRUSS.
SEE GEN NOTES
HTT5
DOUBLE TOPPLATE
ROOF TRUSS,SEE PLAN
INSTALL TWO LBP 5/8"WASHERS ON TOP OFEACH CRESCENT WASHER(TOTAL OF FOUR LBP 5/8"WASHERS) FOR WOODINSTALLATION
HGT. HGT-3 SHOWN.PROVIDE HGT-2 OR HGT-4@ 2 PLY OR 4 PLY GIRDERRESPECTIVELY
HTT5
PROVIDE 3/4"ØTHREADED RODW/ NUT & WASHEREA END AS SHOWN
HTT5
5/8"Ø ANCHORBOLT EMBED IN FTGOR POST INSTALL SEEFASTENER SCHED
HD9B
ROOF TRUSS,SEE PLAN
DOUBLETOP PLATE
HD9B
HD9B
HD9B
PROVIDE 7/8"ØTHREADED RODW/ NUT & WASHEREA END AS SHOWN
HD9B
SYP POSTUNDER TRUSS
HD9B
7/8"Ø ANCHORBOLT EMBED IN FTGOR POST INSTALL SEEFASTENER SCHED
LOCATION LOAD BEARINGINTERIOREXTERIOR
STUD SCHEDULE
NOTES:1) SYP DENOTES SOUTHERN YELLOW PINE.2) SPF DENOTES SPRUCE-PINE-FIR.
(SYP MAY BE SUBSTITUTED)3) INTERIOR NON LOAD BEARING STUDS
SHALL BE 2x4 @ 24" STUD GRADE SPF.
SHEARWALL SCHEDULE
BLOCKINGREQUIREDWALL(1)
SHEAR- SHEATHING
GROUNDSW1
FLOOR TYPE
FASTENERS (6)
12" YES
(3)
SPACINGINTERMEDIATE POST STUDS
HOLD DOWN EACH END(4)
@ SLAB
2
# ENDATTACHMENT (5)
SILL PLATE
7/16" PLYWOOD 12" ANCHOR BOLT @32" OR MAS @ 32"
NOTES:1) SEE PLANS FOR SHEARWALL LOCATIONS.2) GYPSUM WALLBOARD ATTACHMENT SHALL BE MINIMUM 5d COOLER NAILS @ 7" OC EDGE & FIELD.3) SEE DETAIL 7/S2.2 FOR EXAMPLES OF PANEL ORIENTATION & NAILING PATTERNS.4) ONLY ONE HOLDDOWN IS REQUIRED AT INTERSECTING OUTSIDE CORNER SHEARWALLS WHICH
HAVE A COMMON END POST (USE LARGER HOLDDOWN).5) POWER DRIVEN FASTENER (PDF) SHALL HAVE A SHANK DIAMETER OF 0.145" AND SHALL
PENETRATE A MINIMUM OF 114" INTO CONCRETE (A SHANK DIAMETER OF 0.205" SPACED @ 12"
MAY BE SUBSTITUTED).
HTT4 W/ (18)-10dx112" NAILS
& 5/8"Ø ANCHOR ROD
2x6 @ 16"#2 SYP1ST FLOOR
6"
EDGESPACING
8d
SIZE
NOTES:1) USE THIS SCHEDULE ONLY FOR HEADERS
& BEAMS THAT ARE NOT CALLED OUTON PLAN.
2) ALL HEADERS AND BEAMS SHALL BEFASTENED TOGETHER PER DETAIL 10/S2.2.
3) "*" DENOTES WOOD GRADE SHALLBE NO. 1 @ THIS SPAN.
WALLLOCATION
HEADER SCHEDULE
HEADER
SPAN < 5'-0": 2-2x10SPAN < 7'-6": 3-2x12SPAN < 8'-6": 3-2x12*
EXTERIOR
2x4 @ 16"#2 SYP
GROUNDSW2 12" YES
(3)
27/16" PLYWOOD 12" ANCHOR BOLT @32" OR MAS @ 32"
HTT4 W/ (18)-16dx212" NAILS
& 5/8"Ø ANCHOR ROD4"8d
FASTENER SCHEDULECONNECTION
2-H10
FASTENER (1)
ROOF TRUSS (2)
LOCATION
<900# <400#
UPLIFT
<1800# 1-H10 2-H5
OR STUD POSTTRUSS/RAFTER
8-8d
PLATE/FDN
8-8d
12"Ø ANCHOR BOLT W/ 2x2x1
8"PL WASHER OR "MAS" @ 32"
SILL PLATE TO FOUNDATIONSLAB OR CMU WALLS
16-8dx112"
COORD W/ STRUCTURAL ENGINEER>1800#
NOTES:1) ALL CONNECTORS LISTED ARE SIMPSON STRONG-TIE, UNO. OTHER MANUFACTURERS MAY BE SUBSTITUTED. NAIL SIZE AND NUMBER SHALL BE IN ACCORDANCE WITH MANUFACTURER'S CATALOG. ROOF TRUSS CLIPS SHALL BE SELECTED TO PROVIDE THE UPLIFT RESISTANCE SHOWN ON THE ROOF TRUSS SHOP DRAWINGS.2) IN ADDITION TO SCHEDULED HOLD DOWN, PROVIDE 3-16d TOE NAILS INTO TOP PL.3) EMBEDMENT OF BOLTS SHALL BE AS FOLLOWS: BOLT TYPE ½"Ø ⅝"Ø EMBEDDED ANCHOR 7" 12" EPOXIED THREADED ROD 6" 71
2" EXPANSION ANCHOR 6" NOT PERMITTED
8-8dx112" 8-8dx11
2"16-8dx11
2"
S2.3
SEC
TIO
NS
& D
ETA
ILS
R E
V I
S I O
N S
Website: www:bashamlucas.com(904) 731-2323 FAX (904) 731-2699
PLANNING ARCHITECTURE LANDSCAPE. .
Lic. Nos.: AA26000586
STO
NEB
RID
GE
DEV
ELO
PED
BY
:C
hape
l Cre
ek C
omm
unity
Dev
elop
men
t Dis
trict
12-09
08-14-13LOWE STRUCTURES, INC.4337 Pablo Oaks Ct., Suite 101Jacksonville, FL 32224(904) 992-0377FL Cert of Auth: 28261EOR: J. Matthew Lowe FL PE: 59027
SGF
JML
PROGRESS PRINTING -NOT FOR CONSTRUCTION
Stonebridge Amenity BUILDING TYPE: NEW
Project No.: 13034 PREDOMINANTLY: FLUSH VALVE
Date: June 21, 2013
DESCRIPTION OCCUPANCY QTY. DRAINAGE SUB- Remarks
FIXTURE TOTAL
UNITS COLD HOT TOTAL COLD HOT TOTAL
Water Closet, Flush Valve, 1.28 GPF Public 3 4 12 10.0 - 10.0 30 0 30
Lavatory, Wall-hung Public 3 1 3 1.5 1.5 2.0 4.5 4.5 6
Urinal, Flush Valve, 1.0 GPF Public 1 2 2 5.0 - 5.0 5 0 5
SCS Single-compartment Sink Public 1 2 2 1.5 1.5 2.0 1.5 1.5 2
Electric Water Cooler (Drinking Fountain) Offices, etc. 1 0.5 0.5 0.3 - 0.3 0.25 0 0.25
Floor Drain - General / Restroom Public 3 2 6 0.0 0.0 0.0 0 0 0
Hose Bibb Public or Private 3 0 0 2.0 - 2.0 6 0 6
TOTALS 25.5 DFU 47.25 6 49.25 WSFU
DFU = DRAINAGE FIXTURE UNITS EIGHTH INCH SLOPE PER FOOT 48.9 17.4 49.7 GPM
WSFU = WATER SUPPLY FIXTURE UNITS 4 DIAMETER OF PIPE (INCHES) 1-1/2" 3/4" 1-1/2" INCHES REQ'D.
LOAD VALUES IN WATER (TOTAL)
SUPPLY FIXTURE UNITS (WSFU)
FIXTURE
PLUMBING FIXTURE DEMAND TABULATIONProject Name:
LOAD VALUES IN WATER (EACH)
SUPPLY FIXTURE UNITS (WSFU)
WC
LAV
HB
FD
EWC
UR
8x8
12x12
18x18 18x18
8x8
12x12
FACE SIZE MANUF. CFM RANGE
AIR DISTRIBUTION DEVICE SCHEDULETYPE DESCRIPTION NECK
TITUS
EX
HA
US
T
0-500
0-800
0-100
16x16
0-1000
16x16
CALUMINUM EGGCRATE CEILING RETURN GRILLE, MODEL 50F
DESIGNATION EF-1
DRIVE TYPE DIRECT
AIRFLOW (CFM) 50
EXT. STATIC (in. wg.) 1/4"
FAN SPEED (RPM) 720
FAN POWER (Watts) 7.3W
LIGHT (Watts) 18W
UNIT POWER (Amps) 0.7
VOLTAGE/PHASE 120/1
ACCESSORIES A,B,C
CONTROL TYPE SEE NOTE 1.
MANUFACTURER BROAN
MODEL NO. XB80L
CONTROL TYPE:1. MOTION SENSOR CONTROL WITH 15-MIN. TIME-DELAY RELAY.
ACCESSORIES:A. BACK DRAFT DAMPER.B. DISCONNECT SWITCH.C. SOLID STATE SPEED CONTROLLER.
NOTES:
CEILING FAN/LIGHT COMBO SCHEDULE
R E
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Website: www:bashamlucas.com(904) 731-2323 FAX (904) 731-2699
PLANNING ARCHITECTURE LANDSCAPE. .
Lic. Nos.: AA26000586
STO
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RID
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DEV
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PED
BY
:C
hape
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omm
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t Dis
trict
11/25/13
12-09
JBS
MEM
PH (904) 239-3621, FX (904) 239-3623
Jacksonville, FL 32223 www.shaffereg.com
Certificate of Authorization # : 28265
12058 San Jose Blvd, Suite 502
GJ. BRYAN SHAFFER, P.E. LICENSE # 58168
E1.1
ELEC
TRIC
AL
LEG
END
, NO
TES,
AN
D S
ITE
PLA
N
E1.1
GENERAL NOTES:
PANEL SCHEDULE NOTES:
R E
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N S
Website: www:bashamlucas.com(904) 731-2323 FAX (904) 731-2699
PLANNING ARCHITECTURE LANDSCAPE. .
Lic. Nos.: AA26000586
STO
NEB
RID
GE
DEV
ELO
PED
BY
:C
hape
l Cre
ek C
omm
unity
Dev
elop
men
t Dis
trict
11/25/13
12-09
JBS
MEM
PH (904) 239-3621, FX (904) 239-3623
Jacksonville, FL 32223 www.shaffereg.com
Certificate of Authorization # : 28265
12058 San Jose Blvd, Suite 502
GJ. BRYAN SHAFFER, P.E. LICENSE # 58168
ELEC
TRIC
AL
SITE
PLA
N
E1.2
R E
V I
S I O
N S
Website: www:bashamlucas.com(904) 731-2323 FAX (904) 731-2699
PLANNING ARCHITECTURE LANDSCAPE. .
Lic. Nos.: AA26000586
STO
NEB
RID
GE
DEV
ELO
PED
BY
:C
hape
l Cre
ek C
omm
unity
Dev
elop
men
t Dis
trict
11/25/13
12-09
JBS
MEM
PH (904) 239-3621, FX (904) 239-3623
Jacksonville, FL 32223 www.shaffereg.com
Certificate of Authorization # : 28265
12058 San Jose Blvd, Suite 502
GJ. BRYAN SHAFFER, P.E. LICENSE # 58168
ELEC
TRIC
AL
LIG
HTI
NG
PLA
N
E2.1
R E
V I
S I O
N S
Website: www:bashamlucas.com(904) 731-2323 FAX (904) 731-2699
PLANNING ARCHITECTURE LANDSCAPE. .
Lic. Nos.: AA26000586
STO
NEB
RID
GE
DEV
ELO
PED
BY
:C
hape
l Cre
ek C
omm
unity
Dev
elop
men
t Dis
trict
11/25/13
12-09
JBS
MEM
PH (904) 239-3621, FX (904) 239-3623
Jacksonville, FL 32223 www.shaffereg.com
Certificate of Authorization # : 28265
12058 San Jose Blvd, Suite 502
GJ. BRYAN SHAFFER, P.E. LICENSE # 58168
ELEC
TRIC
AL
POW
ER P
LAN
E2.2
R E
V I
S I O
N S
Website: www:bashamlucas.com(904) 731-2323 FAX (904) 731-2699
PLANNING ARCHITECTURE LANDSCAPE. .
Lic. Nos.: AA26000586
STO
NEB
RID
GE
DEV
ELO
PED
BY
:C
hape
l Cre
ek C
omm
unity
Dev
elop
men
t Dis
trict
11/25/13
12-09
JBS
MEM
PH (904) 239-3621, FX (904) 239-3623
Jacksonville, FL 32223 www.shaffereg.com
Certificate of Authorization # : 28265
12058 San Jose Blvd, Suite 502
GJ. BRYAN SHAFFER, P.E. LICENSE # 58168
ELEC
TRIC
AL
DET
AIL
S
E3.1
DIRECT BURIED CONDUIT DETAILTYPICAL DUPLEX RECEPTACLE INSTALLATION
LIGHTING MOTION SENSOR DETAILS
TYPICAL LAY-IN FIXTURE INSTALLATION - DETAIL
R E
V I
S I O
N S
Website: www:bashamlucas.com(904) 731-2323 FAX (904) 731-2699
PLANNING ARCHITECTURE LANDSCAPE. .
Lic. Nos.: AA26000586
STO
NEB
RID
GE
DEV
ELO
PED
BY
:C
hape
l Cre
ek C
omm
unity
Dev
elop
men
t Dis
trict
11/25/13
12-09
JBS
MEM
PH (904) 239-3621, FX (904) 239-3623
Jacksonville, FL 32223 www.shaffereg.com
Certificate of Authorization # : 28265
12058 San Jose Blvd, Suite 502
GJ. BRYAN SHAFFER, P.E. LICENSE # 58168
ELEC
TRIC
AL
DET
AIL
S A
ND
RIS
ERS
E3.2
NEW PARTIAL POWER RISER DIAGRAM
TELEPHONE/TV SINGLE LINE DIAGRAM
EXTERIOR LIGHTING CONTROL DIAGRAM (PHOTO ON/PHOTO OFF)
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