p:lerner real estatestonebridge (12-09)arch01- (12-09) - c1.1 amenity center... · simpson vtc2...

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"

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a

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a

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Website: www:bashamlucas.com(904) 731-2323 FAX (904) 731-2699

PLANNING ARCHITECTURE LANDSCAPE. .

Lic. Nos.: AA26000586

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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

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PROGRESS PRINTING -NOT FOR CONSTRUCTION

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S1.1

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ATI

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& R

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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

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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


CONT 2xPER ARCH

2x BETWEENTRUSSES (TYP)

WOOD BEAMPER PLAN


SEE ARCH

PRE-ENGINEEREDROOF TRUSSPER PLAN

SOFFITPER ARCH


SCALE: NTS

SECTION11

S2.2

6'-0" MIN *

6" STAGGERED

TYP

10d NAILS(TYP)

NOTE: "*" DENOTES TRUSS SUPPLIER TO PROVIDECONT NAILER FOR OUTRIGGER ATTACHMENT.


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

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Lic. Nos.: AA26000586

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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



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


HTT5


HD9B

ROOF TRUSS,SEE PLAN

DOUBLETOP PLATE

HD9B

HD9B

HD9B


HD9B

SYP POSTUNDER TRUSS

HD9B


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

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ETA

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Lic. Nos.: AA26000586

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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

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Lic. Nos.: AA26000586

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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

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, NO

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ITE

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E1.1

GENERAL NOTES:

PANEL SCHEDULE NOTES:

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Lic. Nos.: AA26000586

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11/25/13

12-09

JBS

MEM

PH (904) 239-3621, FX (904) 239-3623





ELEC

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SITE

PLA

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Lic. Nos.: AA26000586

STO

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11/25/13

12-09

JBS

MEM

PH (904) 239-3621, FX (904) 239-3623





ELEC

TRIC

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LIG

HTI

NG

PLA

N

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Lic. Nos.: AA26000586

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unity

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11/25/13

12-09

JBS

MEM

PH (904) 239-3621, FX (904) 239-3623





ELEC

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POW

ER P

LAN

E2.2

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Lic. Nos.: AA26000586

STO

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hape

l Cre

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unity

Dev

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t Dis

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11/25/13

12-09

JBS

MEM

PH (904) 239-3621, FX (904) 239-3623





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

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Lic. Nos.: AA26000586

STO

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unity

Dev

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11/25/13

12-09

JBS

MEM

PH (904) 239-3621, FX (904) 239-3623





ELEC

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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)

p:lerner real estatestonebridge (12-09)arch01- (12-09) - c1.1 amenity center... · simpson vtc2...

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