Download - S-0 Air... · all welding shall be in accordance ... provide and install all joist bridging; ... form deck and roof deck shall have the minimum section properties of vulcraft deck

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Architect

MEDLEY

PE # 51299

PHONE NUMBER 407-701-6440WWW.PNM-ARCHITECTURE.COM

756 Cove Way Altamonte SpringsFlorida 32712-7273

AIA NCARB

L

ARCHITECTURE

AP U N

structures, LLCBradford T. Bishop. PE FL0051299

891 Royalwood Lane, Oviedo, Florida 32765

Ph 407-622-2477

E-mail: [email protected]

Certificate of Authorization # 30894

bec

PERMIT DOCUMENTS

S-0

ST

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CT

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AL N

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D

ET

AILS

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FIRE PROTECTION

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FP

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K

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KSF

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KSI

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KO

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KB

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JT

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JST

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IT

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K

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J

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HR

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IN

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IF

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HSA

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HS

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I

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HORZ

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HPT

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HK

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HI

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HGR

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G

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GR

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GRTG

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GEN

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GALV

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H

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FUT

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FTG

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FT

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FS

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WALL FOOTING (OR WIDE FLANGE)

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UNLESS NOTED OTHERWISE

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UNLESS OTHERWISE NOTED

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UNLESS NOTED

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UN

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YP

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KIPS PER SQ FOOT

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KIP

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KIPS PER SQ INCH

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KNOCK OUT

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KNEE BRACE

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INVERTED TEE

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JOINT

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JOIST

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W/

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WWF

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WP

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WF

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VERT

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UON

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UNO

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YIELD POINT

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WELDED WIRE FABRIC

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WORK POINT

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VERTICAL

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Y

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WITH

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V

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W

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T.O. or T/

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TDS(TSE)

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STRUCT

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HEADED STUD ANCHOR

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HANDRAIL

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INSIDE FACE

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HEADED STUD

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INCH

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HORIZONTAL POINT

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HORIZONTAL

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HOOK

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HANGER

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HIGH

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TOP'G

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TYP

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TSE

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THNS

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TOP

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THK

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THD

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GALVANIZE

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GRADE

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GRATING

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GENERAL

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FUTURE

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FOOTING

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FOOT

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FAR SIDE

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TC

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T&B

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TB

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T.

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STR

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SW

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STIR

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STD

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TURN DOWN SLAB

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TYPICAL

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THICKENED SLAB EDGE

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TOPPING

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TOP OF PLATE

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TOP OF

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THICKEN SLAB

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THREAD

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U

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THICK

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TIE COLUMN

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TOP & BOTTOM

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TIE BEAM

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SHORT WAY

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STRUCTURAL

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STRENGTH

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STIRRUP

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STANDARD

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T

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TOP

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%%USTRUCTURAL ABBREVIATIONS

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EF

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EXP

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FF

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FL

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FIN

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FDN

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F.D.

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FAB

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F/

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EXTERIOR

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EXP JT

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F

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ES

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EXIST

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EW

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EQUIV

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EQ SP

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ENGR

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EQ

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EOP

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EMBED

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EL

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CTR'D

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E

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EE

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EA

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DWL

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E

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DIA OR %%C

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DWG

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DT

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DET

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D

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COMPR

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CONSTR

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CORR

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CONT

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CONN

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CONC

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COL

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CL

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CJ

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CIP

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CHAN

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A.W.S.

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BS

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C

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CC

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CANT

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BTJ

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C

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BRK

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BRG

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BRDG

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BP

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B.O.

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B

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BLDG

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BOT

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BLW

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BM

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BB

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&

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@

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L

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ARCH

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APPROX

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ANCH

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ABV

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ABV

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ADD'L

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ALT

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A.I.S.I.

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AGGR

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A

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SEALED EDGE ISOLATION JOINT

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PARALLEL STRAND LUMBER (2.0E)

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POWDER ACTUATED FASTENER

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EACH FACE

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SPECS

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EXPANSION

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FOUNDATION

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FLOOR DRAIN

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FAR FACE

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FLOOR

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FINISH

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FABRICATE

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EXPANSION JOINT

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FACE OF

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EXTERIOR

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SL

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ST

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SQ

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SPA

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SOG

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SIM

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SJI

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SJ

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SHT

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SHRW

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EQUAL SPACE(S) (ING)

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EACH WAY

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EACH SIDE

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EQUIVALENT

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EXISTING

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EDGE OF PIT

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EMBEDMENT

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ELEVATION

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EQUAL

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ENGINEER

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SEJ

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SEIJ

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SECT

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SE

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SCHD

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RTN

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%%C

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RW

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RF

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REV

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SQUARE

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SPECIFICATIONS

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SPACE(S)

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SLAB-ON-GRADE

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SLOPE

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STEEL JOIST INSTITUTE

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SAWCUT JOINT

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SIMILAR

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SHEET

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SHEAR WALL

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STEEL

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SEALED EDGE JOINT

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SECTION

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SLAB EDGE

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SCHEDULE

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ROUND

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RETAINING WALL

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RETURN

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REVISION

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S

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ROOF

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PROP L.

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OPG or OPN'G

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N. WT.

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CENTERED

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EACH END

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ELECTRICAL

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EACH

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DOWEL

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DOUBLE TEE

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DRAWING

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DIAMETER

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DETAIL

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REF

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REQD

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REINF

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RAD

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R

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PSL

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PSI

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PSF

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PROP

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COMPRESSION

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CORRUGATED

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CONTINUOUS

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CONSTRUCTION

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CONNECTION

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CONCRETE

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CENTER LINE

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CONTROL JOINT

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CAST IN PLACE

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COLUMN

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CHANNEL

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PC

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PL

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PERP

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PAF

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P

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OPP

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O.C.

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REQUIRED

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REINFORCEMENT

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REFERENCE

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RADIUS

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POUNDS PER SQ. INCH

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POUNDS PER SQ. FOOT

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PROPERTY LINE

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PROPERTY

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R

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RISER

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PERPENDICULAR

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PRECAST

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PLUMBING

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OPPOSITE

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OPENING

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ON CENTER

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NORMAL WEIGHT

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P

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PLATE

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O

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LAMINATED VENEER LUMBER (1.9E)

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AMERICAN WELDING

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No. OR #

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BOTH SIDES

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CONCRETE COL

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CANTILEVER

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BOLTED TIE JOIST

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CEILING

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BASE PLATE

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BOTTOM OF

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BRICK

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BEARING

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BRIDGING

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NF

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NS

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N.T.S.

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N.S.G.

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N.I.C.

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MO

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MS

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MISC

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MIN

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BOND BEAM

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BUILDING

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BOTTOM

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BELOW

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BEAM

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AND

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AT

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ANGLE

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SOCIETY

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MBM

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MECH

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MFR

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MEZZ

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MCJ

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MC

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MAX

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M

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LW

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LVL

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NOT TO SCALE

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NON-SHRINK GROUT

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NEAR SIDE

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NUMBER

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NOT IN CONTRACT

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NEAR FACE

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MASONRY OPENING

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METAL STUD

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MISCELLANEOUS

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MINIMUM

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N

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MANUFACTURER

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MEZZANINE

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MECHANICAL

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MASONRY CONTROL JT

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MOMENT CONNECTION

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METAL BUILDING MFR

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MAXIMUM

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MECHANICAL

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LONG WAY

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M

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LT. WT.

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L2, L3, ETC.

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AMERICAN IRON AND

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ARCHITECTURAL

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APPROXIMATELY

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STEEL INSTITUTE

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ALTERNATE

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ANCHOR

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ADDITIONAL

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AGGREGATE

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ABOVE

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LLH

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LO

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LSL

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LNTL

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LLV

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LB

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L

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LIGHTWEIGHT

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LONG SLOTTED HOLES

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LINTEL

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LEVEL 2, 3, ETC,

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LONG LEG VERTICAL

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LONG LEG HORIZONTAL

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LEDGER BEAM

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ANGLE

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LOW

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L

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THICKENED SLAB

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TS

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TOP OF STEEL

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TOS

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FIELD AFTER WELDING.

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FACILITATE A CONNECTION.

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OF AISC, 9TH EDITION (ASD).

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STRUCTURAL STEEL TO THE ENGINEER-OF-RECORD FOR REVIEW OF CONFORMANCE WITH PROJECT REQUIREMENTS.

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7. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SHOWING FABRICATION AND ERECTION DRAWINGS FOR ALL

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ALL BOLTS FOR STEEL CONNECTIONS SHALL BE 3/4" DIAMETER, A-325N, BEARING TYPE CONNECTIONS.

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NO STEEL MEMBERS SHALL BE CUT, NOTCHED, OR OTHERWISE ALTERED IN THE FIELD IN ORDER TO

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ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN STRICT ACCORDANCE WITH THE REQUIREMENTS

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ALL STEEL SHALL RECEIVE ONE COAT OF SHOP PRIMER, RED OXIDE, AND SHALL BE TOUCHED UP IN THE

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2. ALL STEEL SHALL BE ASTM A-36, Fy = 36,000 PSI; WF SHAPES SHALL BE ASTM A-572 (Fy = 50 KSI)

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ALL WELDING SHALL BE IN ACCORDANCE WITH A.W.S. ALL WELDING SHALL BE PERFORMED WITH E70XX

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BOLTS SHALL BE TIGHTENED TO A "SNUG-TIGHT" CONDITION, TYPICAL.

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ALL STEEL TUBE SHAPES SHALL BE ASTM A500, GRADE B (Fy = 46 KSI)

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ELECTRODES, UNO

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6.

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5.

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3.

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E. STRUCTURAL STEEL

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4.

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1.

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%%uSTRUCTURAL NOTES:

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BRACING, AS REQUIRED, DURING CONSTRUCTION.

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2. CEMENT SHALL BE PORTLAND CEMENT, TYPE I.

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PROVIDE CONCRETE COVER OVER ALL REINFORCING AS FOLLOWS:

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FORMED, EXPOSED TO WEATHER, 1 1/2"

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FORMED, EXPOSED TO EARTH 2"

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FOOTINGS (SIDES AND BOT) 3"

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SLUMPS SHALL BE AS FOLLOWS:

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VERTICAL MASONRY WALL REINFORCING). 3/4" CHAMFER AT ALL EXPOSED CONCRETE EDGES (BINS).

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4. ALL CONCRETE SHALL REACH A 28-DAY DESIGN COMPRESSIVE STRENGTH OF 3000 PSI, EXCEPT TILT WALLS (4000 PSI)

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REINFORCED CONCRETE AND REINFORCING, AND ACI 318-13 "BUILDING CODE REQUIREMENTS FOR CONCRETE STRUCTURES".

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SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING.

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FORMED, NOT EXPOSED TO EARTH OR WEATHER 3/4"

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SLUMPS SHALL BE MEASURED AT THE DISCHARGE END OF THE HOSE, IF A PUMP IS USED.

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REINFORCING BARS IN CONCRETE SHALL BE LAPPED A MIN OF 36 BAR DIA, TYP (EXCEPT 48 BAR DIA AT

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ALL CONCRETE SLABS AT SIDEWALKS, STAIR TREADS, AND LANDINGS SHALL HAVE A NON-SLIP, BROOM FINISH.

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3. REINFORCING SHALL BE ASTM A-615, GRADE 60 (DEFORMED) AND FREE OF RUST, MILL, SCALE AND OIL.

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AND THE REQUIREMENTS OF ACI 301-13 BY THE "AMERICAN CONCRETE INSTITUTE FOR CAST-IN-PLACE,

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1. ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2014 EDITION,

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3. THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION AND SHALL PERFORM HIS WORK

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VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AMD ELEVATIONS PRIOR TO BEGINNING WORK. ANY DEVIATIONS FOUND

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BUILDING CODE, 2014 EDITION REVISIONS AND ANY MORE STRICT STANDARDS AS REQUIRED BY THE CITY OF

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1. ALL NEW WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF THE FLORIDA

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ALL REINFORCING IN SLABS-ON-GRADE SHALL BE 6x6/W1.4xW1.4 WELDED WIRE FABRIC, TYP UNO ASTM A-85

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4. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL TEMPORARY SHORING OR

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PLACING ANY CONCRETE. ALL CONCRETE SHALL BE FROM A SINGLE SOURCE SUPPLIER.

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10. THE CONTRACTOR SHALL PREPARE SHOP DRAWINGS SHOWING ALL REINFORCING PLACEMENT AND CONCRETE DESIGN

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MIXES TO BE AVAILABLE FOR THE A/E TO REVIEW FOR CONFORMANCE TO PROJECT REQUIREMENTS PRIOR TO

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C. CONCRETE

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5.

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6.

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9.

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7.

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A. GENERAL

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2.

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IN A SAFE MANNER.

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ALL OTHER CONCRETE 4" +/- 1"

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CONCRETE FOR MASONRY GROUT 8" TO 11" (if used)

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ORLANDO, FLORIDA

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4. PROJECTION IS ABOVE TOP OF FOOTING, TYPICAL.

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NOTES: 1. SEE THIS SHEET FOR TYPICAL BASE PLATE DETAIL, NON-SHRINK GROUT REQUIREMENTS,

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EDGE DISTANCES, WELD REQUIREMENTS, AND OTHER BASE INFORMATION.

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2. SEE PLAN FOR TOP OF FOOTING ELEVATIONS.

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TO INSTALLING METAL DECK, ROOFING, EQUIPMENT, etc.

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3. BASE PLATES SHALL BE GROUTED AS SOON AS STRUCTURE IS IN FINAL ALIGNMENT AND PRIOR

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WITH 2" (MIN) OF WELD EACH SIDE FOR A TOTAL OF 4" OF WELD, TYP.

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WITH A MINIMUM BEARING LENGTH OF 3 1/2", AND SHALL BE FASTENED BY WELDING, WITH A 1/8" E70XX ELECTRODE

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5. ALL K-SERIES JOISTS SHALL BE INSTALLED TO STRUCTURAL STEEL FRAMING MEMBERS OR STEEL BEARING PLATES

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TO WITHIN 1/2" OF STEEL EDGE ANGLE (EDGE OF SUPPORTED SLAB) U.N.O.

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4. ALL K-SERIES JOISTS SHALL HAVE A BEARING SEAT DEPTH OF 2 1/2", AND THE TOP CHORD SHALL EXTEND

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3. PROVIDE AND INSTALL ALL JOIST BRIDGING; SIZES AND QUANTITY IN ACCORDANCE WITH SJI.

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SJI, "STEEL JOIST INSTITUTE", MANUAL FOR STEEL JOIST AND JOIST GIRDER CONSTRUCTION.

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2. ALL MATERIALS, FABRICATION, AND ERECTION AND HANDLING OF JOISTS SHALL BE IN STRICT ACCORDANCE WITH

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1. EXTENT OF NEW STEEL JOISTS IS SHOWN ON THE PLANS.

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F. STEEL JOISTS

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1. PROVIDE STEEL FLOOR FORM DECK AND ROOF DECK AS INDICATED ON THE DRAWINGS.

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ALL STEEL DECK SHALL BE FABRICATED, HANDLED, AND ERECTED IN ACCORDANCE WITH SDI (STEEL DECK INSTITUTE).

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2. FORM DECK AND ROOF DECK SHALL HAVE THE MINIMUM SECTION PROPERTIES OF VULCRAFT DECK AS INDICATED.

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3. DECK SUPPLIER TO PROVIDE ALL DECK ACCESSORIES AS REQUIRED FOR FULL AND PROPER INSTALLATION.

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G. STEEL DECK

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4. METAL STUD FRAMING INSTALLER SHALL PROVIDE ALL ACCESSORIES, INCLUDING CLIPS WHERE REQUIRED

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2. LIGHT GAGE FRAMING MEMBERS SHALL BE COLD FORMED WITH Fy = 50,000 PSI, MINIMUM (U.N.O.)

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1. ALL LIGHT GAGE METAL FRAMING WORK SHALL BE IN ACCORDANCE WITH AISI, LATEST EDITION.

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5. ALL LIGHT GAUGE METAL WALL STUDS SHALL HAVE THE FOLLOWING MINIMUM SECTION PROPERTIES: (TYP UNO)

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8. PROVIDE LIGHT GAGE METAL BLOCKING AT MID HEIGHT OF WALL. SEE MANUFACTURES SPECIFICATIONS

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TO TRACK WITH (2) #12 TEK SCREWS EACH SIDE OF STUD TOP AND BOTTOM. DOUBLE ALL STUDS AT

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TAPCON ANCHORS (WITH WASHERS) AT A SPACING OF 8" O.C., STAGGER ANCHORS ALONG TRACK.

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7. METAL STUD WALL BASE TRACKS SHALL BE SECURED TO CONCRETE WITH 1/4" DIA x 2 1/2"

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6. ALL LIGHT GAGE FRAMING CONNECTIONS SHALL BE MADE WITH A MINIMUM OF (4) #12 SELF-TAPPING

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ENDS OF WALLS, CORNERS, INTERSECTIONS AND EACH SIDE OF OPENINGS. CONNECT MULTI MEMBER

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PROVIDE A 6"x16GA TRACK AT THE TOP & A 6"x16GA TRACK AT THE BOTTOM OF ALL WALLS. FASTEN STUD

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3. LIGHT GAGE FRAMING SHAPES SHALL BE: (TYP UNO)

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FOR THE ASSEMBLIES INDICATED.

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SCREWS, U.N.O.

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FOR MORE INFORMATION.

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PROVIDE (2) ANCHORS AT ALL JAMB LOCATIONS.

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STUDS WITH (2) #12 TEK SCREWS AT 12" O.C. OR 1" FILLET WELD AT 12" O.C.

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CR FOR RUNNERS OR TRACKS (6" x 16GA TOP & 6" x 16GA BOTTOM)

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6", 18 GAGE A=0.442 in^2 Sx=0.753 in^3 Ix=2.229 in^4

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CSJ FOR STUDS (1 5/8" RETURNS)

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H. LIGHT GAGE METAL FRAMING

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B. FOUNDATIONS

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7. TILT-WALL PANELS SHALL BE BUILT AND REINFORCED AS INDICATED IN THE DRAWINGS. COORDINATE WITH ARCHITECTURAL

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DRAWINGS FOR ALL OPENINGS DIMENSIONS AND REVEALS, ETC., TYPICAL.

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8. GENERAL CONTRACTOR SHALL PROVIDE TILT-WALL SHOP DRAWINGS FOR REINFORCING, LAYOUT, AND EMBED PLACEMENT. SUBMIT

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THE SHOP DRAWINGS TO THE ARCH/ENG FOR REVIEW. SUBMIT SIGNED AND SEALED LIFTING AND TEMPORARY BRACING

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9. TILT-WALLS SHALL NOT BE LIFTED UNTIL THE CONCRETE HAS REACHED AT LEAST 75% OF ITS DESIGN STRENGTH.

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1. ALL CONCRETE TILT-UP PANEL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,

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ACI 551R-(LATEST) "TILT-UP CONCRETE STRUCTURES" AND ACI 318-13 "BUILDING CODE REQUIREMENTS FOR CONCRETE

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STRUCTURES." (ACI = AMERICAN CONCRETE INSTITUTE)

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2. CEMENT SHALL BE PORTLAND CEMENT, TYPE I.

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3. REINFORCING SHALL BE ASTM A-615, GRADE 60 (DEFORMED) AND FREE OF RUST, MILL, SCALE AND OIL.

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4. ALL CONCRETE TILT-UP PANELS SHALL REACH A 28-DAY DESIGN COMPRESSIVE STRENGTH OF 4000 PSI. SLUMPS

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SHALL BE 4" +/- 1". SLUMPS SHALL BE MEASURED AT THE DISCHARGE END OF THE HOSE, IF A PUMP IS USED.

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5. PROVIDE CONCRETE COVER OVER ALL REINFORCING. REINFORCING EXPOSED TO EARTH OR WEATHER:

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No. 6 TO No. 18 BARS, 2"

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No. 5 BAR AND SMALLER, 1 1/2"

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6. REINFORCING BARS IN CONCRETE TILT-UP PANELS SHALL BE LAPPED A MINIMUM OF 36 BAR DIAMETERS.

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DRAWINGS FOR TILT-WALLS.

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D. TILT-UP PANELS

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3. THE CONTRACTOR IS REPONSIBLE FOR ANY DEWATERING AT THE SITE DURING CONSTRUCTION.

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PERFORM FOUNDATION WORK AS INDICATED ON THE PLANS.

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1.

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SCALE: NONE

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1/4

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BASE PLATE @ TS

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TYP

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1/4

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BASE PLATE @ PIPE

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UON

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TYP

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UON

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%%UBASE PLATE DETAILS

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WIDTH

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COLUMN

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TYP.

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2"

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LENGTH

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ANCHOR

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BOLT

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SCALE:

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ANCHOR BOLT DETAIL

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NONE

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COL BASE P

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ROD WITH

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TOP OF CONC

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THREADED

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BOLT HEAD, TACK WELD

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SQUARE NUT OR SQ

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AND MOMENT FRAMES

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SQ. WASHER AT BRACED

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DOUBLE NUT & 1/4"

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ENDS

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L

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SEE SCHEDULE

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LENGTH

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EMBEDMENT

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MIN

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LEVELING

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NUT

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WF, TUBE, OR PIPE

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STEEL COLUMN-

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SEE PLAN

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BASE PL THICKNESS

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INDIVIDUAL BLDGS.

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BOLT PROJ

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SEE SCHED. FOR

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1 1/2" UON

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BLDGS.

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INDIVIDUAL

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SEE SCHED

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2d

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PLATE

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WASHER

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1/8" THK

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SQUARE

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+ 1" MIN

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ROD DIA

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BASE PLATE @ TS

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SCALE: NONE

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ELECTRICAL, PLUMBING)

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10 PSF CIVIL, MECHANICAL,

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5 PSF ROOFING

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(10 PSF STRUCTURE

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SLAB-ON-GRADE

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ROOF (FLAT)

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K. DESIGN LOADS

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250 PSF

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75 PSF

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20 PSF

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25 PSF

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L. WIND LOADS

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INTERNAL PRESSURE COEFFICIENT (WINDWARD) = +0.43/-0.73

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BUILDING RISK CATEGORY = II

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GROSS ROOF UPLIFT = - 40.3 PSF

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- COMPONENTS AND CLADDING (ASCE 7-10)

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>100 SQ.FT.

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>10 UP TO 100 SQ. FT.

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- PRESSURES FOR OPENINGS

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TRIBUTARY AREA

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UP TO 10 SQ. FT.

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PRESSURE (Kz = 1.0)

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+/- 40.1 PSF

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+/- 47.7 PSF

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+20.8 PSF / -32.0 PSF

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ROOF SLOPE = ALMOST FLAT

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LEEWARD ROOFS

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- MAIN WIND FORCE RESISTING SYSTEM (MWFRS)

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BUILDING TYPE = ENCLOSED

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BUILDING HEIGHT = +/- 35'

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WINDWARD ROOFS

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MAXIMUM DESIGN WIND PRESSURES

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WIND EXPOSURE CATEGORY = C

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HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT = 1.29

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WINDWARD WALLS

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EQUIVALENT SUSTAINED VELOCITY = 108 MPH

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ULTIMATE WIND VELOCITY (3-SECOND GUST) = 140 MPH

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THE STRUCTURE HAS BEEN DESIGNED FOR

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WIND LOADS IN ACCORDANCE WITH CHAPTER 16 OF THE

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FLORIDA BUILDING CODE, 2014 EDITION AS FOLLOWS:

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WIND LOADS:

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CONNECTORS FOR DOOR/WINDOW BUCKS (2x4 MIN)

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3/16" DIA x 2" (EMBEDMENT) TAPCONS AT 6" O.C.-

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STAGGER CONNECTORS THROUGHOUT LENGTH OF MEMBERS

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8. ALL STEEL STAIRS AND HANDRAILS - G.C. SHALL SUBMIT SHOP DRAWINGS. MINIMUM STRINGER SIZE =

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C12x20.7 FOR LONG RUNS OR MC12x10.6 FOR SWITCH-BACK RUNS, TYP. SEE ARCHITECTURAL DRAWINGS FOR

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STAIR AND HANDRAIL DIMENSIONS AND REQURIEMENTS, TYP.

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PROVIDE STANDARD DURO-WALL LADDER TYPE, 3/16" SIDE AND CROSS RODS, GALVANIZED HORIZONTAL

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JOINT REINFORCING PLACED AT 16" OC, TYP.

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7.

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1. ALL MASONRY WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 530-05 "BUILDING CODE

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ALL MASONRY SHALL BE NORMAL WEIGHT, ASTM C-90, TYPE II, NON-MOISTURE CONTROLLED UNITS

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AND SHALL HAVE AN ASSUMED STRENGTH OF MASONRY ASSEMBLAGE, f'm = 1500 PSI (1900

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REINFORCED WITH (1)#5 CONT AND SHALL BE FILLED SOLID WITH GROUT. LINTELS SHALL BEAR

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A MINIMUM OF 8" EACH END. KNOCK OUT B/LINTEL AT BEARING TO ADMIT VERTICAL REINFORCING.

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PROVIDE PRECAST 8"x8" LINTELS OVER ALL MASONRY OPENINGS. PRECAST LINTELS SHALL BE

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ALL MASONRY SHALL BE LAID IN RUNNING BOND WITH 3/8" STRUCK JOINTS. MORTAR

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FOR MASONRY SHALL BE TYPE S THROUGH-OUT. (TYPE M FOR BELOW GRADE PLACEMENT)

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ALL MASONRY SHALL BE NOMINAL SIZE UNITS 8"x8"x16" (7 5/8"x7 5/8"x15 5/8")

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PROVIDE HALF-SIZE, KNOCK-OUT, OR U-BLOCKS WHERE SPECIFIED.

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PSI ON THE NET AREA).

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REQUIREMENTS FOR MASONRY STRUCTURES".

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5. DO NOT WET MASONRY PRIOR TO APPLYING MORTAR.

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6.

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4.

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3.

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2.

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J. MASONRY (if used)

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2014 EDITION, AND THE REQUIREMENTS OF ACI 301-13 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS,"

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WIND STAGNATION PRESSURE = 48.3 PSF

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INTERNAL PRESSURE COEFFICIENT (LEEWARD) = -0.51/-0.21

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INTERNAL PRESSURE COEFFICIENT (SIDE WALL)= -0.66/-0.35

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-24.6 PSF / -10.2 PSF

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LEEWARD WALLS

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-31.9 PSF / -15.3 PSF

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SIDE WALLS

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-31.9 PSF / -15.3 PSF

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-31.9 PSF / -15.3 PSF

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+/- 43.9 PSF

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SEE PLAN, TYP

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T/FTG EL

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#5 AT 8" OC -

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HOOK TOP & BOT

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#5 AT 12" OC HORIZ

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COMPACTED FILL

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5" CONC SLAB AT RAMP

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SEE PLAN NOTES

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#4x2'-4" EMBEDDED

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(EPOXY) 4" INTO WALL

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AT 12" OC, TYP

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SEE ARCHITECTURAL, TYP

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T.O. WALL

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SCALE:

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6

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-

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S-0

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TYP CONC RAMP/WALL

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3/4" = 1'-0"

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SEE ARCH'L FOR

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RAILING OR EXTENDED

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CONC WALL, TYP.

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DOCK SLAB

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SEE CIVIL, TYP.

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8. ALL SLABS SHALL BE TREATED WITH A SUITABLE CURING COMPOUND AND SEALANT ACCEPTABLE TO THE OWNER -

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INSTALL / APPLY IN STRICT ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS, TYPICAL.

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SEE SCHED

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C COL. & FTG.

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NON-METALLIC,

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TYP

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ISOLATION JOINT

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(BLOCK-OUT)

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SLAB JOINT

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3" CLR

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TYPICAL DETAIL

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GROUT SEE

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NON-SHRINK,

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SEE FDN. SCHED.

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SLAB JOINT

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SLAB JOINT

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BASE PL

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SLAB JOINT

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COL

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1/2 " E.J. MAT'L REMOVE

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TOP 1/2 " AND SEAL

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L

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T/FTG SEE PLAN

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SEE SCHED. FOR

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INDIVIDUAL BLDS.

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SCHED.

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SEE

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AFTER STEEL COL

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CONC ENCASEMENT

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INSTALLED, TYP

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PLAN

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SEE

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COLUMN

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PLAN

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SECTION

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%%UTYPICAL COLUMN BASE DETAILS

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L x W x D

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FOUNDATION SCHEDULE

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MARK

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FTG

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SIZE

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REMARKS

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REINFORCING

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LOCATION

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N/A

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2. THE FOUNDATIONS HAVE BEEN DESIGNED FOR AN ASSUMED ALLOWABLE SOIL BEARING PRESSURE OF 2500 PSF.

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BE COMPACTED AND SHALL BE TESTED BY AN INDEPENDENT GEOTECHNIC TESTING LABORATORY PRIOR TO PLACING

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ANY CONCRETE AS FOLLOWS: CONTINUOUS FOOTING = ONE TEST EVERY 100 SQUARE FEET; INDIVIDUAL COLUMN

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THE CONTRACTOR SHALL PROVIDE SUITABLE MEANS FOR COMPACTING THE SOILS SO AS TO ACHIEVE THE ASSUMED

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ALLOWABLE SOIL BEARING CAPACITY USED IN THE DESIGN. ALL SOILS BENEATH SLABS AND FOUNDATIONS SHALL

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FOOTINGS = ONE TEST FOR EACH FOOTING.

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DIAMETER

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ANCHOR BOLTS

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COL

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MARK

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SIZE

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THICKNESS

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STEEL COLUMN AND BASE PLATE SCHEDULE

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BASE PLATE

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LENGTH

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WIDTH

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QUANTITY

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PROJECTION

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LENGTH

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REMARKS

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TOP BARS

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BOT BARS

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CONT x 3'-0" x 1'-4"

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(4) #5 CONT W/ #4 AT 18" O.C. SW.

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WF1

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WF2

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N/A

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TOP BARS

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BOT BARS

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CONT x 2'-4" x 1'-4"

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(3) #5 CONT W/ #4 AT 20" O.C. SW.

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F1

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TOP BARS

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BOT BARS

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9'-0" x 9'-0" x 1'-8"

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(9) #6 EW

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(9) #6 EW

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C1

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16"

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16"

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7/8"

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4

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3/4"

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13"

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4 1/2"

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TS 8x8x3/8

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TDS1

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(1) #5 CONT

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TOP BARS

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BOT BARS

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CONT x 1'-4" x 1'-0"

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(1) #5 CONT

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F2

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EW = EACH WAY, LW = LONG WAY, SW = SHORT WAY

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NOTES:

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TOP BARS

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BOT BARS

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6'-0" x 6'-0" x 1'-4"

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(8) #5 EW

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N/A

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WIRE BENEATH JOINT

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CUT EVERY OTHER

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5

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-

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S-0

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TYPICAL CONTROL JOINT

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N.T.S.

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CONC. PLACEMENT. (FILL SLOTS WITH EPOXY

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SAW 1/4 " WIDE SLOTS 4 TO 12 HRS. AFTER

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RESIN JOINT FILLER AFTER 90 DAYS. FOR EXTERIOR

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T/3

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SEE PLAN

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SLAB THICKNESS

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SLABS GRIND OR RUB FLUSH)

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U.O.N.

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T/4

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WWF - SEE PLAN

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CONTROL

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JOINT

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1

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-

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S-0

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TYPICAL CORNER BARS

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N.T.S.

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WALL REINF. LAP SPLICES PER ACI 318 FOR SPLICE LENGTH.

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NOTE: CORNER BAR SIZE, SPACING AND LOCATION SAME AS HORIZ.

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FOR BEAMS, WALLS, FOOTINGS

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CORNER BARS

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REINF.

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FOOTING, TYP

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BEAM, WALL,

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LENGTH

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SPLICE

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LENGTH

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SPLICE

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REINF.

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REINF. TERMINATES IN STANDARD HOOK

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THESE BARS MAY BE ELIMINATED IF WALL

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STD. HOOK

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SPLICE

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LENGTH

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1'-0"

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MIN.

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CLR.

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TYP.

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2"

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6"

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MIN.

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STEP FOOTING LOCATION

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SEE PLAN

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H

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S

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SCALE:

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4

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S-0

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STEPPED FOOTING DETAIL

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3/4" = 1'-0"

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2

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-

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S-0

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TYPICAL TRENCH DRAIN DETAIL

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N.T.S.

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#5 AT 12" O.C.

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EA WAY, TYPICAL

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TYP

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PRE-FORMED TRENCH

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DRAIN, SEE ARCH. TYP.

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SERVICE SLAB,

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SEE PLAN, TYP.

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GRATING

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CONT L3x3x1/4 w/1/2" DIA x 4"

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HSA AT 14" O.C., TYP.

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TDS1, SEE SCHED

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SEE PLAN

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T.O. SLAB

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WWF, SEE PLAN,

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TYPICAL

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EXTERIOR SLAB

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SEE CIVIL, TYP.

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3

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S-0

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TYPICAL THICKENED SLAB EDGE

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3/4"=1'-0"

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STEEL COLUMN FTG

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HOOK T&B

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(12) #6 VERT W/STD

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#3 TIES AT 12" OC

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%%UCONCRETE COLUMN CC1

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STEEL COLUMN FTG

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LIVE LOAD

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DEAD LOAD

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STEP FOOTINGS WHERE REQUIRED TO AVOID INTERFERENCE WITH

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WORK OF OTHER TRADES (IE. PLUMBING) AND WHERE SHOWN ON

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THE PLAN - G.C. COORDINATE FOOTING ELEVATIONS WITH THE

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TILT WALL CONTRACTOR, TYPICAL.

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C2

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16"

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16"

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3/4"

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4

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3/4"

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13"

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4 1/2"

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TS 8x8x1/4

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C3

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15"

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15"

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3/4"

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4

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3/4"

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13"

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4 1/2"

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TS 7x7x5/16

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ON CC1 CONC COL AT ENTRY CANOPY

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SCALE: NONE

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7

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-

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S-0

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TYPICAL CONCRETE STAIR

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ON GRADE DETAIL

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SCALE: NONE

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(2) #4 CONT

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#4 AT 12" OC

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EW BOT, TYPICAL

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#4 NOSING, TYP

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AT BELOW GRADE

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STAIRS

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TYP WATERSTOP

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1/2" EJ

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SEE PLAN

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T.O. SLAB

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REFER TO ARCH DWGS

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FOR HANDRAIL DTLS

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3700 34th St. Suite 300 Orlando, FL 32805 407.422.4272

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012-17

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09-05-17

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SHEET TITLE

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PROJECT NO.

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SHEET NUMBER

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DATE

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REVISION DATES

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PROJECT

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2017 PNM ARCHITECTURE. THIS DESIGN AND DRAWING IS THE EXCLUSIVE PROPERTY OF PNM ARCHITECTURE. ANY USE OR REPRODUCTION WITHOUT THE EXPRESSED WRITTEN CONSENT OF PNM ARCHITECTURE IS STRICTLY PROHIBITED.

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SEAL

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c

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STRUCTURAL GENERAL

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NOTES and SCHEDULES

NE

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PERMIT DOCUMENTS

S-1

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WWF OVER 6 MIL VAPOR BARRIER

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REINFORCED WITH 6x6/W2.9xW2.9

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TYP UNO. SEE PLAN

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T.O. WALL FOOTING ELEV = -5'-0"

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T.O. SLAB ELEV = 0'-0",

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FOR ACTUAL ELEVATIONS.

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OVER COMPACTED SUBGRADE.

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(ASSUMED) SEE CIVIL DRAWINGS

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5" CONCRETE SLAB-ON-GRADE,

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STRUCTURAL NOTES.

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COLUMNS, TYP UNO

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BENEATH BEARING WALLS AND

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ALL FOOTINGS ARE CENTERED

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= -1'-6", TYP UNO.

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ARCHITECTURAL DRAWINGS, TYP.

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ALL OPENINGS WITH

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ON SHT S-0

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CONTROL JOINT, SEE TYP DETAIL

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INDICATES CONSTRUCTION OR

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COORDINATE DIMENSIONS OF

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(2)#4 x 4'-0" CENTERED IN

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SLAB AT ALL SLAB RE-ENTRANT

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CORNERS AND WHERE SHOWN ON

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THE PLAN, TYP.

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LOCATIONS, SIZES, AND DIMENSIONS, TYP.

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SEE ARCHITECTURAL FOR ALL REVEAL

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CONCRETE TILT-UP PANELS ARE

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12" (7 1/4" STRUCTURAL THICKNESS

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WITH 2" INSUL + 2 3/4" TOPPING WITH

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SCALE:

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FOUNDATION AND SLAB PLAN

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S-1

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A

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16'

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1/8"=1'-0"

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0

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8'

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INCLUDING LOADS FOR A ULTIMATE WIND VELOCITY

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BUILDING CODE, 2014 EDITION,

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DEAD LOADS IN ACCORDANCE WITH THE FLORIDA

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THE STRUCTURE HAS BEEN DESIGNED FOR LIVE AND

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OF 140 MPH: RISK CATEGORY = II, EXPOSURE C.

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INDICATES GLAZING OPENING IN CONCRETE

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TILT WALL PANEL - SEE ARCH'L DRAWINGS FOR ALL

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OPENING DIMENSIONS, TYP.

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N

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INDICATES COLUMN REINFORCING IN TILT WALL PANEL;

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SEE TYPICAL COLUMN REINFORCING DETAIL

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TREAT ALL SOILS BENEATH NEW CONCRETE SLABS FOR

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TERMITES IN ACCORDANCE WITH FBC 2014, TYP.

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REQUIREMENTS FOR TILT UP WALLS, TYP.

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WWF OVER 6 MIL VAPOR BARRIER

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REINFORCED WITH 6x6/W21.4XW1.4

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T.O. SLAB ELEV = 0'-0", TYP

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OVER COMPACTED SUBGRADE.

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4" THICK CONCRETE SLAB-ON-GRADE (IN OFFICE AREA),

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14

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3/4" REVEAL ALLOWANCE).

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C1

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WF1 (cont)

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WF1 (cont)

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WF1 (cont)

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TWC

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TYPICAL SLAB CONTROL

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JOINT LAYOUT

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TYPICAL SLAB CONTROL

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8" THICK (MIN) CONCRETE

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SLAB AT TRUCK AREA - REF:

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CIVIL DRAWINGS FOR OTHER

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INFORMATION, TYP.

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TRENCH DRAIN; SEE

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TYP DETAIL ON S-0

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S-3

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WF2, TYP.

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-5'-0"

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T.O. FTG

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-5'-0"

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T.O. FTG

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NOTE: NO REVEALS IN STRUCTURAL PANELS

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012-17

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09-05-17

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SHEET TITLE

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PROJECT NO.

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SHEET NUMBER

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DATE

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REVISION DATES

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PROJECT

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SEAL

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c

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FOUNDATION and SLAB

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PLAN

NE

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AR

EH

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A

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EA

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PERMIT DOCUMENTS

S-2

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SCALE:

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1/8" = 1'-0"

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ROOF FRAMING PLAN

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S-2

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A

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16'

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1/8"=1'-0"

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0

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4'

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8'

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INCLUDING LOADS FOR A ULTIMATE WIND VELOCITY

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BUILDING CODE, 2014 EDITION,

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DEAD LOADS IN ACCORDANCE WITH THE FLORIDA

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THE STRUCTURE HAS BEEN DESIGNED FOR LIVE AND

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OF 140 MPH: RISK CATEGORY = II, EXPOSURE C.

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N

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7

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8

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A

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B

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C

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D

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E

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5

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F

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A

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B

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C

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D

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D.8

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%%UROOF FRAMING PLAN KEYNOTES

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SEE SHT S-0 FOR GENERAL NOTES and SCHEDULES

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BETWEEN SUPPORTS.

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EDGES AT 6" OC. INSTALL (3) #10 TEKS STITCH SCREWS AT ALL SIDELAPS,

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PUDDLE WELDS AT A 30/6 PATTERN AT ALL SUPPORTS. WELD SIDE

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ENGINEER APPROVED EQUIVALENT) OVER STEEL BAR JOISTS

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GALV METAL DECK (VULCRAFT TYPE 1.5B22 OR

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WITHIN 15"-0" OF EDGE = 36 psf

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NET UPLIFT (FOR JOIST DESIGN) SHALL BE AS FOLLOWS:

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INCLUDING UPLIFT BRIDGING.

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INSTALL JOIST (NOT SHOWN) IN ACCORDANCE WITH SJI SPECIFICATIONS;

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TYPICAL. INSTALL METAL DECKING TO SUPPORTS WITH 5/8" DIAMETER

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ROOFING (SEE ARCHITECTURAL DRAWINGS) OVER

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5

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ELSEWHERE = 29psf

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T.O. PANELS = SEE PLAN, TYP.

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SEE ARCHITECTURAL DRAWINGS FOR ROOF HATCH REQUIREMENTS.

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FRAMING AT MECHANICAL UNITS, TYP.

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ROOF TOP MECHANICAL UNITS WEIGHT = SEE PLAN + CURB.

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DRAWINGS. SEE SECTIONS ON SHT S-4 FOR ADDITIONAL

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(CURB ; SEE MECHANICAL DRAWINGS). FOR PRECISE LOCATION

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OF UNITS AND DECK OPENINGS FOR DUCTS. SEE MECHANICAL

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SEE SHT S-1 FOR TILT WALL PANEL THICKNESS, TYP.

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1 1/2", 22 GAGE, VENTED

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BTJ INDICATES BOLTED TIE JOIST - INSTALL PER DETAILS AND IN

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ACCORDANCE WITH S.J.I. SPECIFICATIONS, TYP.

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JOISTS ARE TO BE INSTALLED IN EQUAL SPACES BETWEEN COLUMNS (WALLS)

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10

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RTU WEIGHT = 1,200 POUNDS (EACH), TYP.

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20K5

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20K5 UNO

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20KCS5

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20KCS5

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20K5

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18K5

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24K9

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24K9

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24K9

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32G6N9.0K

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32G6N9.0K

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32G6N9.0K

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32G6N9.0K

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32G6N7.5K

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32G6N8.1K

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32G6N8.1K

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32G6N8.1K

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32G6N8.1K

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24K9 SLOPED w/5" SEATS

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13'-0"

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JOIST BEARING

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13'-7 1/2"

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JOIST BEARING

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14'-3"

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JOIST BEARING

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31'-6 1/2"

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JOIST BEARING

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30'-8 3/8"

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JOIST BEARING

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29'-10"

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JOIST BEARING

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29'-0"

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JOIST BEARING

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SDERG

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JOIST BEARING

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SDERG

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JOIST BEARING

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ROOF SLOPES DOWN

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32'-0 3/4"

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JOIST BEARING

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31'-6 3/4"

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JOIST BEARING

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(T.O.W. 34'-9")

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(T.O.W. VARIES)

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(T.O.W. VARIES)

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(T.O.W. 29'-4")

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(T.O.W. 29'-4")

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(T.O.W. 29'-4")

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(T.O.W. 34'-9")

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(T.O.W. 34'-9")

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(T.O.W. 34'-9")

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(T.O.W. 34'-9")

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(T.O.W. 34'-9")

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(T.O.W. 34'-9")

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(T.O.W. 34'-9")

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(T.O.W. 34'-9")

AutoCAD SHX Text

(T.O.W. 34'-9")

AutoCAD SHX Text

(T.O.W. 15'-6")

AutoCAD SHX Text

(T.O.W. 15'-6")

AutoCAD SHX Text

(T.O.W. 18'-1 1/2")

AutoCAD SHX Text

(T.O.W. 18'-1 1/2")

AutoCAD SHX Text

(T.O.W. 18'-1 1/2")

AutoCAD SHX Text

INSTALL PLATE "A" HORIZ

AutoCAD SHX Text

TOP AND BOTTOM OF

AutoCAD SHX Text

TS7x7 ON BACKSIDE OF

AutoCAD SHX Text

PANEL - TO WELD COLUMNS,

AutoCAD SHX Text

TYPICAL

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RADIUS TS8x3

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AT 4'-0" O.C.

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SEE SECTION

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W16x40

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W16x40

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17

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S-4

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1

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BTJ

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BTJ

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4

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3

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2

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9

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9

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1

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10

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1

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11

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11

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14

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012-17

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09-05-17

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SHEET TITLE

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PROJECT NO.

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SHEET NUMBER

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DATE

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REVISION DATES

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PROJECT

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AutoCAD SHX Text

SEAL

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c

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ROOF FRAMING PLAN

NE

W W

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A

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70

12

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UN

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A

Architect

MEDLEY

PE # 51299



AIA NCARB

L

ARCHITECTURE

AP U N



Ph 407-622-2477



bec

PERMIT DOCUMENTS

S-3

AutoCAD SHX Text

GROUT AFTER FINAL

AutoCAD SHX Text

PNL POSITIONING

AutoCAD SHX Text

#4x1'-0" (2 PER PNL)

AutoCAD SHX Text

TILT-UP WALL PANEL

AutoCAD SHX Text

TYP

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SEE PLAN

AutoCAD SHX Text

T/FTG EL

AutoCAD SHX Text

TYP

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POSITION BAR

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%%UG/C OPTION:

AutoCAD SHX Text

SEE PLAN

AutoCAD SHX Text

REINF SEE FDN SCH, TYP

AutoCAD SHX Text

GROUT SOLID FULL LENGTH OF

AutoCAD SHX Text

FTG, SHIM AS REQUIRED.

AutoCAD SHX Text

#5x5'-6" TIE BACK BAR

AutoCAD SHX Text

@ 4'-0" OC, TYP UNO.

AutoCAD SHX Text

SEE PLAN

AutoCAD SHX Text

FIN FL EL

AutoCAD SHX Text

#5 @ 48" OC

AutoCAD SHX Text

FOR LEAVEOUT

AutoCAD SHX Text

EA LEG IN OPNG LARGER THAN 8'-0")

AutoCAD SHX Text

(3 BARS MIN PER PNL, 2 BARS MIN @

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UNO

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1"

AutoCAD SHX Text

TYP

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TYP

AutoCAD SHX Text

CLR

AutoCAD SHX Text

LEAVEOUT + PANEL

AutoCAD SHX Text

THICKNESS - 4"

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1'-4"

AutoCAD SHX Text

3"

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%%UNOTE:

AutoCAD SHX Text

FOR CLARITY

AutoCAD SHX Text

WWF NOT SHOWN

AutoCAD SHX Text

2'-9"

AutoCAD SHX Text

(FOR SLABS 5" & THICKER ONLY)

AutoCAD SHX Text

PLAN OF TIED CJ

AutoCAD SHX Text

PNL

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DWL

AutoCAD SHX Text

TIEBACK

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DWL

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#5 DWL x 3'-0" @ 4'-0" OC.

AutoCAD SHX Text

(ALTERNATE W/ TIE BACK BARS)

AutoCAD SHX Text

TIED CJ

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PNL

AutoCAD SHX Text

TIEBACK

AutoCAD SHX Text

DWL

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LEAVEOUT

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SCALE:

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1

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-

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S-3

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SECTION (OPTION 1)

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3/4" = 1'-0"

AutoCAD SHX Text

#5 CONT

AutoCAD SHX Text

WWF SEE PLAN

AutoCAD SHX Text

BEYOND OPENING

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TILT-UP WALL PANEL

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SEE ARCH

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FIN FL EL

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SEE PLAN

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GLAZING BY OTHERS

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SEE ARCH

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TILT PANEL

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#5 CONT

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WWF SEE PLAN

AutoCAD SHX Text

BEYOND OPENING

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TILT-UP WALL PANEL

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SEE ARCH

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FIN FL EL

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SEE PLAN

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SEE ARCH'L

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SLAB RECESS AT

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O.H. DOOR, TYP.

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FOOTING - SEE PLAN AND SCHEDULE

AutoCAD SHX Text

FOR SIZE AND REINFORCING, TYPICAL.

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SCALE:

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3

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-

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S-3

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SECTION

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3/4" = 1'-0"

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SCALE:

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2

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-

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S-3

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SECTION (OPTION 2)

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3/4" = 1'-0"

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SLAB-ON-GRADE MAY

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BE POURED AFTER COLUMN

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INSTALLED; IF SO, SLAB

AutoCAD SHX Text

BLOCK-OUT NOT REQUIRED.

AutoCAD SHX Text

%%UNOTE:

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COLUMN BLOCK OUT

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BOLTS PER SCHEDULE

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BASE PLATE W/ ANCH

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2 1/2"

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2 1/2"

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TYPICAL

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TYPICAL

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STL COL

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L

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C

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2" NON-SHRINK

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GROUT TYPICAL

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SEE PLAN TYPICAL

AutoCAD SHX Text

1/2" EJ ALL AROUND

AutoCAD SHX Text

BLOCKOUT, TYPICAL

AutoCAD SHX Text

TYPICAL

AutoCAD SHX Text

T.O. FOOTING

AutoCAD SHX Text

SEE PLAN

AutoCAD SHX Text

SEE PLAN

AutoCAD SHX Text

T.O. SLAB

AutoCAD SHX Text

1/4

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TUBE STEEL COL

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STL COL

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C

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L

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SCALE:

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5

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-

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S-3

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SECTION

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3/4" = 1'-0"

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PLAN

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SEE FDN

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BEYOND

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CLR C7

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SLAB SEE

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MOVE DWL TO

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3/4" CHAMFER

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FIN FLR EL

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TILT-UP PANEL

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CIVIL DWGS

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3/4" SLOPE

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SEE 4/S-3

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SEE 4/S-3

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OH DOOR

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@ 12" OC

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STEP

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C7X9.8W/ 1/4"X

AutoCAD SHX Text

8" + 1 1/2" HK X

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@ 12" OC T&B

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(STAGGER)

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PLATE STRAP ANCH'S

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W/ 3/8"%%d X 4" HS

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L2X2X1/4 CONT

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1 1/2" WIDE BENT

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COORD W/ OH DOOR MFR

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1/2"

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6

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-

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S-3

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WALL SECTION AT LOADING DOCK

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SCALE: 3/4" = 1'-0"

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GROUT AFTER FINAL

AutoCAD SHX Text

PNL POSITIONING

AutoCAD SHX Text

#4x1'-0" (2 PER PNL)

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TILT-UP WALL PANEL

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TYP

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SEE PLAN

AutoCAD SHX Text

T/FTG EL

AutoCAD SHX Text

TYP

AutoCAD SHX Text

POSITION BAR

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%%UG/C OPTION:

AutoCAD SHX Text

SEE PLAN

AutoCAD SHX Text

REINF SEE FDN SCH, TYP

AutoCAD SHX Text

GROUT SOLID FULL LENGTH OF

AutoCAD SHX Text

FTG, SHIM AS REQUIRED.

AutoCAD SHX Text

REF: 1/S-3 FOR SIM INFO

AutoCAD SHX Text

FOR LEAVEOUT

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UNO

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1"

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TYP

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TYP

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CLR

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3"

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%%UNOTE:

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FOR CLARITY

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WWF NOT SHOWN

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4

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-

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S-3

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WALL SECTION AT REAR

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SCALE: 3/4" = 1'-0"

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SEE PLAN FOR FOOTING STEPS

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AND SEE TYPICAL STEPPED FOOTING

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DETAIL (THIS SHEET)

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SCALE:

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7

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-

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S-3

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SECTION

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3/4" = 1'-0"

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T.O. FOOTING

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SEE PLAN

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T.O. SLAB EL

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SEE PLAN

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SHOP OFF SET /BEND VERT

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BARS, TYP.

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SEE PLAN, TYP

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T/FTG EL

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#5 AT 8" OC -

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HOOK TOP & BOT

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#5 AT 12" OC HORIZ

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COMPACTED FILL

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5" CONC SLAB AT RAMP

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SEE PLAN NOTES

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#4x2'-4" EMBEDDED

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(EPOXY) 4" INTO WALL

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AT 12" OC, TYP

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SEE ARCHITECTURAL, TYP

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T.O. WALL

AutoCAD SHX Text

SCALE:

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9

AutoCAD SHX Text

S-3

AutoCAD SHX Text

TYP CONC RAMP/WALL

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3/4" = 1'-0"

AutoCAD SHX Text

SEE ARCH'L FOR

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RAILING OR EXTENDED

AutoCAD SHX Text

CONC WALL, TYP.

AutoCAD SHX Text

DOCK SLAB

AutoCAD SHX Text

SEE CIVIL, TYP.

AutoCAD SHX Text

18"

AutoCAD SHX Text

#5 DWLS @ 12"

AutoCAD SHX Text

#4 @ 12 EW

AutoCAD SHX Text

24"

AutoCAD SHX Text

(2)#5 CONT

AutoCAD SHX Text

PLUMB LINE

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(REF ONLY)

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MID-DEPTH

AutoCAD SHX Text

#4@12" OC, EW

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2'-9"

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1'-4"

AutoCAD SHX Text

SLOPE 1/2"

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C

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L

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WALL & FTG.

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TILT-UP WALL PANEL

AutoCAD SHX Text

SEE PLAN

AutoCAD SHX Text

MIN (2) PER PNL OPNG

AutoCAD SHX Text

#4 DWLS @ 2'-0" OC

AutoCAD SHX Text

(2)#5 CONT

AutoCAD SHX Text

SEE PLAN

AutoCAD SHX Text

SEE DOCK LEVELER MFR

AutoCAD SHX Text

MFR, TYP

AutoCAD SHX Text

EPOXY #4 DWLS AT 12"

AutoCAD SHX Text

OC - LAP W/HORIZ BAR

AutoCAD SHX Text

IN PIT WALLS, TYP

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90°

AutoCAD SHX Text

MFR

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%%UNOTE:

AutoCAD SHX Text

G.C. SHALL COORDINATE EMBED PLATES

AutoCAD SHX Text

FOR BUMPERS AND DOCK LOCKS (IF REQ'D)

AutoCAD SHX Text

PRE-FAB STEEL PAN -

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SEE ARCH'L

AutoCAD SHX Text

8

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-

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S-3

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SECTION AT LOADING DOCK

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SCALE: 3/4" = 1'-0"

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x

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x

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x

AutoCAD SHX Text

SEE PLAN, TYP

AutoCAD SHX Text

T/FTG EL

AutoCAD SHX Text

TILT PANEL, SEE PLAN

AutoCAD SHX Text

T/SLAB EL

AutoCAD SHX Text

SEE PLAN, TYP

AutoCAD SHX Text

x

AutoCAD SHX Text

x

AutoCAD SHX Text

LEAVE-OUT SLAB REQUIRED

AutoCAD SHX Text

AT INTERIOR TILT PANEL;

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REF: 1/S-3, TYP.

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

10

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-

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S-3

AutoCAD SHX Text

INTERIOR WALL SECTION

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3/4" = 1'-0"

AutoCAD SHX Text


AutoCAD SHX Text

012-17

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09-05-17

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SHEET TITLE

AutoCAD SHX Text

PROJECT NO.

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SHEET NUMBER

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DATE

AutoCAD SHX Text

REVISION DATES

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text


AutoCAD SHX Text

SEAL

AutoCAD SHX Text

c

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STRUCTURAL SECTIONS

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and DETAILS

NE

W W

AR

EH

OU

SE

A

ND

O

FFIC

ES

FO

R

OC

EA

N A

IR

70

12

M

UN

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IP

AL D

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RLA

ND

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RID

A

Architect

MEDLEY

PE # 51299



AIA NCARB

L

ARCHITECTURE

AP U N



Ph 407-622-2477



bec

PERMIT DOCUMENTS

S-4

AutoCAD SHX Text

1" RETURN T&B

AutoCAD SHX Text

L4X4X3/8X0'-6" LG W/

AutoCAD SHX Text

L

AutoCAD SHX Text

JST BRG EL

AutoCAD SHX Text

PLATE MK "B"

AutoCAD SHX Text

SEE ROOF

AutoCAD SHX Text

1/4" STIFFENER @ C

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1/4

AutoCAD SHX Text

4

AutoCAD SHX Text

3/16

AutoCAD SHX Text

1/8

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FMG PLAN

AutoCAD SHX Text

WALL PNL

AutoCAD SHX Text

TILT-UP

AutoCAD SHX Text

2 1/2

AutoCAD SHX Text

TYP TO EMBED

AutoCAD SHX Text

ANGLE, UNO

AutoCAD SHX Text

UPLIFT BRDG

AutoCAD SHX Text

T.O. PANEL

AutoCAD SHX Text

SEE PLAN

AutoCAD SHX Text

CONT L4x4x3/8, TYP.

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

1

AutoCAD SHX Text

-

AutoCAD SHX Text

S-4

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

3/4" = 1'-0"

AutoCAD SHX Text

SEE S-5

AutoCAD SHX Text

MTL DECK SEE

AutoCAD SHX Text

ROOF FMG, TYP

AutoCAD SHX Text

WELDED X-BRDG

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BAYS ONLY

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FOR 2nd & 3rd

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BRIDGING SCHEMATIC

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DTL.)

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CONTACT

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1/8

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3/4" DIA EXP BOLTS.

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WELD TOP TL L4x4, TYP.

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L3x3x1/4x1'-4" W/(1)

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JOINTED SEE CHORD SPLICE

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(SPLICE TOGETHER WHERE

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3/4" DIA EXP BOLTS @ 40" OC

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CONT L3 1/2x3 1/2x5/16 CHORD W/

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HORIZ T&B BRDG

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SHALL BE CONT

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ALL PTS OF

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SEE PLAN, TYP

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T/ PARAPET EL

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SCALE:

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2

AutoCAD SHX Text

-

AutoCAD SHX Text

S-4

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

3/4" = 1'-0"

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

3

AutoCAD SHX Text

-

AutoCAD SHX Text

S-4

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SECTION

AutoCAD SHX Text

3/4" = 1'-0"

AutoCAD SHX Text

STRUT @ 1'-0" EA SIDE OF

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SEE 2/S302

AutoCAD SHX Text

ROOF FMG PLAN

AutoCAD SHX Text

STL JST SEE

AutoCAD SHX Text

ALL PNL JTS. WELD DECK TO L.

AutoCAD SHX Text

L2 1/2X2 1/2X1/4 WIND

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OF L

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TYP EE

AutoCAD SHX Text

3/16

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SEE PLAN, TYP

AutoCAD SHX Text

T/ PARAPET EL

AutoCAD SHX Text

PLATE 3/4x6x0'-6"

AutoCAD SHX Text

6" DEEP SHOE

AutoCAD SHX Text

BASED ON

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DIMENSIONS

AutoCAD SHX Text

JST BRG EL

AutoCAD SHX Text

SEE ROOF FMG

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

C PLATE MK "A"

AutoCAD SHX Text

L

AutoCAD SHX Text

SEE S-5

AutoCAD SHX Text

C PLATE MK "B"

AutoCAD SHX Text

L

AutoCAD SHX Text

SEE S-5

AutoCAD SHX Text

GIRDER

AutoCAD SHX Text

DEPTH - 12"

AutoCAD SHX Text

11"

AutoCAD SHX Text

SEE PLAN, TYP

AutoCAD SHX Text

T/ PARAPET EL

AutoCAD SHX Text

SEE ROOF

AutoCAD SHX Text

FMG PLAN

AutoCAD SHX Text

ROOF FMG, TYP

AutoCAD SHX Text

MTL DECK SEE

AutoCAD SHX Text

JST GIRDER

AutoCAD SHX Text

1/4

AutoCAD SHX Text

3

AutoCAD SHX Text

NO WELD

AutoCAD SHX Text

1/4

AutoCAD SHX Text

FINGERTIGHTEN & PEEN THREADS.

AutoCAD SHX Text

ADD'L BARS REQ'D AT ALL GIRDERS

AutoCAD SHX Text

SEE PANEL REINF ELEVATIONS FOR

AutoCAD SHX Text

(2) 3/4" DIA A325 BOLTS IN LSL HOLES

AutoCAD SHX Text

W10X39 X 0'-6" LG

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

4

AutoCAD SHX Text

-

AutoCAD SHX Text

S-4

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

3/4" = 1'-0"

AutoCAD SHX Text

SEE 6/S-4 FOR BOLTS

AutoCAD SHX Text

JST GIRDER

AutoCAD SHX Text

1/4

AutoCAD SHX Text

SEE ROOF

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FMG PLAN

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STABILIZING PLATE 3/4X6X0'-6"

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TYP @ JST GIRDER, UNO

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TYP @ COLUMN LINES

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BOLTED TIE JOIST

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(4) 3/4"%%d A325 BOLTS

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CANNOT BE

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INSTALLED

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3

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3/16

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TYP

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1/4

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3

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PLATES.

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%%UNOTE:

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DO NOT WELD BOTTOM

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NO WELD, TYP

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CHORDS TO STABILIZER

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CAP PLATE3/4 X GIRDER SEAT

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TYP WHEN BOTH

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GIRDER BOLTS

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WIDTH X (COL SIZE + 6")

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SCALE:

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5

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-

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S-4

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SECTION

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3/4" = 1'-0"

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TYP

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5/8" DIA A325 BOLTS,

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BOLTED TIE JST W/(2)

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SEE 5/S-4

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CAP PLATE

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GIRDER

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SEE 5/S-4

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STABLIZER PLATE

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FDN PLAN

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STL COL SEE

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L2x2, SEE 7/S-4

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SCALE:

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6

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-

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S-4

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SECTION

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3/4" = 1'-0"

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IN ACCORDANCE WITH SJI

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REQUIREMENTS

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L2x2x3/16" MIN BOTTOM

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CHORD BRACING TO BE

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SPECIFIED AND SUPPLIED

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BY JOIST GIRDER MANUF

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TYP

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TYP ALL PTS

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AFTER DL

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IS APPLIED

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OF CONTACT

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3/16

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ROOF FMG, TYP

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MTL DECK SEE

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1/8

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2 1/2

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UPLIFT BRIDGING

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SCALE:

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7

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-

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S-4

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SECTION

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3/4" = 1'-0"

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1/2X2-1/2X0'-9"

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1/2X3-1/2X1'-0"

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1/2X4-1/2X0'-10"

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3/4X2-1/2X1'-2"

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EDGE ANGLE/DIAPHRAGM CHORD SPLICES

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%%UTYPE 2

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7OXX

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1/4

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%%uTYPE 1

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B

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B

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A

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3/4"X11"

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3/4"X11"

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3/4"X11"

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ROD DIM.

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3/4"X8"

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TYPE 1

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L5X3X1/4 LLH

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7OXX

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L5X3X1/4 LLV

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L4X4X1/4

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L3X3X1/4

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ANGLE

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A

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9.5

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9.5

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9.5

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9.5

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(KIPS)

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CAP

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PLATE DIM

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TYPE 2

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EDGE ANGLE/

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CHORD

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%%uB-B

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DIAPHRAGM

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SPLICE PLATE

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EDGE ANGLE/

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MTL DECK

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CHORD

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%%uA-A

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DIAPHRAGM

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SPLICE ROD

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MTL DECK

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31.0

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31.0

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31.0

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22.0

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(KIPS)

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CAP

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1"

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1"

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1"

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1"

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SCALE:

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8

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-

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S-4

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DIAPHRAGM CHORD SPLICE

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3/4" = 1'-0"

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C L4X4 & C P8x8

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3/8" STIFFENER @ JST SEAT

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L4x4x1/2x0'-8" LG W/

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SEE PLAN

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JST BRG EL

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JOIST SEAT

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1/4

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P8X8

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L

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L

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SCALE:

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13

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-

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S-4

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TYP DETAIL JOIST SEAT @ PANEL JOINT

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3/4" = 1'-0"

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OF CONTACT,

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ALL POINTS

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SEE PLAN METAL

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WHERE INDICATED ON THE PLAN,

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ADD L1.5x1.5x3/16 X-BRIDGING

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TYP.

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JOISTS SEE PLAN

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STEEL

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DECK

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3/16

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TYP.

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NEW ROOF TOP UNIT

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LOADS PER 16/S-4, TYP.

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ADD L1.5x1.5x1/8 AT POINT

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FRAME, TYP.

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BASE OF UNIT - SUPPORT

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ADD L4x4x3/8 AROUND

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14

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S-4

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NEW ROOF TOP UNIT FRAME

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N.T.S.

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AT DUCT PENETRATIONS

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REF: 15/S-4

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L "B"

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L1 1/2x1 1/2 REINF

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JOIST - SEE 16/S-4

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ANGLE

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L4x4x3/8

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UP TO 1400#

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(POUNDS)

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UNIT WEIGHT

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L4x4x3/8

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"A"

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"B"

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ANGLE

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AT DUCT PENETRATION ONLY

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PROVIDE DECK OPENING

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L4x4x1/4, TYP

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AND MECH'L

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L "B"

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L "A"

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ROOF TOP UNIT, SEE PLAN

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15

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S-4

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SECTION AT ROOF TOP UNIT

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N.T.S.

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CURB BY MECHANICAL

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CONTRACTOR - ANCHOR

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UNIT WITH A MINIMUM

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OF (4) SIMPSON MTS12

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STRAPS WITH (8)#10

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SCREWS (OR SIM)

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C OF PANEL POINT

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JOIST

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L

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L

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C OF PANEL POINT

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ON ROOF (OVER 100# BUT

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NOT TO EXCEED 300#) MAX

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OF 2 LOADS PER JOIST

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ON ROOF (OVER 100# BUT

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NOT TO EXCEED 300#) MAX

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C OF CONCENTRATED LOAD

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OF 2 LOADS PER JOIST

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NOTE: ANGLE STIFFENER NOT REQUIRED IF

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LOAD IS WITHIN 6" OF PANEL POINT.

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L

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L

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3/16

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REQ'D @ EACH LOAD

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1-1/2x1-1/2x3/16

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(2) LS

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TYP

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C OF CONCENTRATED LOAD

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SCALE:

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16

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-

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S-4

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DETAIL AT JOIST REINFORCING

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3/4" = 1'-0"

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SEE PLAN

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JST BEARING

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SEE PLAN

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JST BEARING

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SEE PLAN

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JST BEARING

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SCALE:

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9

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-

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S-4

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SECTION

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3/4" = 1'-0"

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SCALE:

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10

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-

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S-4

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SECTION

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3/4" = 1'-0"

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SCALE:

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12

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-

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S-4

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SECTION

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3/4" = 1'-0"

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1" RETURN T&B

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L4X4X3/8X0'-6" LG W/

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L

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JST BRG EL

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PLATE MK "B"

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SEE ROOF

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1/4" STIFFENER @ C

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1/4

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4

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3/16

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1/8

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FMG PLAN

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WALL PNL

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TILT-UP

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2 1/2

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TYP TO EMBED

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ANGLE, UNO

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UPLIFT BRDG

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CONT L4x4x3/8, TYP.

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SEE S-5

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(BENT PLATE)

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5" DEEP JOIST

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SEAT AT SLOPED

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JOIST, TYP.

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1" RETURN T&B

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L4X4X3/8X0'-6" LG W/

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L

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JST BRG EL

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PLATE MK "B"

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SEE ROOF

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1/4" STIFFENER @ C

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1/4

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4

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1/8

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FMG PLAN

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WALL PNL

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TILT-UP

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2 1/2

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TYP TO EMBED

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ANGLE, UNO

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UPLIFT BRDG

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T.O. PANEL AT REAR WALL

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SEE PLAN

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CONT L4x4x3/8, TYP.

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SEE S-5

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(BENT PLATE)

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5" DEEP JOIST

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SEAT AT SLOPED

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JOIST, TYP.

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SEE PLAN

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1" RETURN T&B

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L4X4X3/8X0'-6" LG W/

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L

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JST BRG EL

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PLATE MK "B"

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SEE ROOF

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1/4" STIFFENER @ C

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1/4

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4

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3/16

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1/8

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FMG PLAN

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WALL PNL

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TILT-UP

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2 1/2

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TYP TO EMBED

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ANGLE, UNO

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UPLIFT BRDG

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CONT L4x4x3/8, TYP.

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SCALE:

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11

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-

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S-4

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SECTION

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3/4" = 1'-0"

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SEE S-5

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SEE PLAN

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SCALE:

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17

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-

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S-4

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SECTION AT ENTRY CANOPY

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3/4" = 1'-0"

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CONCRETE COLUMNS

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BACK-TO-BACK L4x4x3/8 WELDED

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X-BRACING w/3/8" PLATES GUSSETS,

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TYP.

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NOTE: REF: ARCH'L DRAWINGS (A-9)

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FOR ALL ELEVATIONS AND DIMENSIONS

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3/16

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TYP

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C3 (7S7x7) REF: S-0

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W16x40 BEAMS, TYP.

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w/CAP PLATE 3/4" x 12" x 12"

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WELD ALL AROUND, TYP.

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WELDED SEAT L8x8x3/8 x 7" LONG

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3/16

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TYP

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RADIUS TS8x8 x 3/16

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PLACE TUBES EVERY 4'-0" O.C.,

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TYP. - SEE ARCH'L FOR DIM'S

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DECKING (MIN)

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1 1/2" x 20 GAGE TYPE B

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GALV (G-60), TYP. PLACE ON

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RADIUS TUBES, TYP.

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SEE PLAN FOR TYP PUDDLE

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WELDS.

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012-17

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09-05-17

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SHEET TITLE

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PROJECT NO.

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SHEET NUMBER

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DATE

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REVISION DATES

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PROJECT

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SEAL

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c

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STRUCTURAL SECTIONS

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and DETAILS

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PERMIT DOCUMENTS

S-5

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SEE ARCHITECTURAL DRAWINGS FOR

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ALL REVEAL DIMENSIONS TYPICAL

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1" CLR @ TIES

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BENEATH VERT BARS

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(SEE ARCH)

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BUTYL ROD BACKING

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AND SEALANT

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PROVIDE ADD'L TIE

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TIE WHEN NO. OF BARS

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EF, EXCEEDS 4.

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OUTSIDE FACE (DOWN)

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SHIFT TIES AS REQ'D TO AVOID

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%%UNOTE:

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CONFLICT W/ REVEALS

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CHAMFER, REF: ARCH TYP

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EXTERIOR FACE

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3/4" JT

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INSIDE FACE

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1" CLR @ TIES

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REVEAL DEEP

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VERT REINF CENTERED

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HORIZ REINFORCING

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IN STRUCTURAL PANEL

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(ABOVE & BELOW OPNG)

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MIN 24" INTO CAGE

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EXTEND HORIZ BARS

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CENTERED MAT BARS

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ABOVE & BELOW OPNG

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CONN PLATES SHALL BE LOCATED AT 1'-0" ABOVE FIN. FLR.,

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1'-0" BELOW JOIST BEARING AND AT INTERMEDIATE POINTS

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TYP

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NOT TO EXCEED 8'-0" O.C.

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%%UNOTE:

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1/4

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EXTERIOR FACE

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WP

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CHAMFER

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AND SEALANT

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BUTYL ROD BACKING

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PLAN DIM

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PL MK"B"

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CONNECTION OCCURS AT 3 PLACES

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ON JOINT: 1'-0" ABOVE SLAB-ON-

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GRADE, 3'-0" BELOW METAL DECK,

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AND HALFWAY IN BETWEEN, TYP.

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SHOP DWGS)

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WP

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3/4"

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L4x4x3/8x0'-4"

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PLAN DIM

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PANEL DIM

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(SEE PANEL

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1/2"

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CLR @ TIES

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L8x4x3/8x0'-4"

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EXTERIOR

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FACE

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PL MK "B"

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1/4

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FACE

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EXTERIOR

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PL MK "B"

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"A"

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(2) LAYERS OF VERTICAL REINF.

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HORIZ REINFORCING

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(1) LAYER OF

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(SEE ARCH)

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REVEAL DEEP

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"B"

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3/4" DIA HEADED STUDS*

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PLATE MK "A"

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%%UNOTE :%%U SEE ARCH'L JAMB DETAILS FOR EMBEDDED JAMB CHANNEL AT OVERHEAD DOORS.

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PLATE MK "B"

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2"

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PLATE MK "C"

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%%UHEADED STUD LENGTH SCHEDULE

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AT 5 1/2" T0 6 1/4" THICK PANELS - LENGTH OF STUDS = 3 1/2"

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AT 6 1/2" T0 7 1/4" THICK PANELS - LENGTH OF STUDS = 4 1/2"

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AT 7 1/2" AND THICKER PANELS - LENGTH OF STUDS = 5 1/2"

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TYP

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EXTERIOR FACE

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PL MK "B"

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EMBED L6x6x1/2 x

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0'-8" LONG WITH

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(4) 5/8" DIA x 4"

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HSA (2 EA LEG)

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PL3/8x4x1'-0"

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1/4"

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(2'-0")

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7 1/4" WHERE SHOWN (11/S-4)

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SCALE:

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7

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-

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S-5

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TYPICAL INTERIOR CORNER BUTT JOINT

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3/4" = 1'-0"

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SCALE:

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6

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-

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S-5

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TYPICAL MITER JOINT

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3/4" = 1'-0"

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SCALE:

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5

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-

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S-5

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TYPICAL EXTERIOR CORNER BUTT JOINT

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3/4" = 1'-0"

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SCALE:

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4

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-

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S-5

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EMBED PLATES

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3/4" = 1'-0"

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SCALE:

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3

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-

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S-5

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TYPICAL IN LINE BUTT JOINT

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3/4" = 1'-0"

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SCALE:

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2

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-

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S-5

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TYP REINF PLACEMENT

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3/4" = 1'-0"

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SCALE:

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1

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-

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S-5

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TYP REINF AT GIRDER/BEAM

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3/4" = 1'-0"

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MFR'S RECOMMENDATIONS

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PROVIDE REINF'G AT LIFTING

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INSERTS AS PER INSERT

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%%UNOTE:

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TYP PANEL REINF 7 1/4" > 25' TALL

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#4 @ 9" OC HORIZ

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#5 @ 7" OC VERT

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FIN FIRST FLR ELEV (REF ONLY)

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TYPICAL PANEL

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FIELD REINF'G

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PERIMETER FIELD BARS

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3" FROM E.O. CONC, TYP.

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U.N.O.

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ROOF ELEV (REF ONLY)

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PANELS ARE VIEWED FROM EXTERIOR, UNO

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MFR'S RECOMMENDATIONS

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PROVIDE REINF'G AT LIFTING

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INSERTS AS PER INSERT

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%%UNOTE:

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TYP PANEL REINF 7 1/4" < 25' TALL

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#4 @ 12" OC HORIZ

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#5 @ 9" OC VERT

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TYPICAL PANEL

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FIELD REINF'G

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PERIMETER FIELD BARS

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3" FROM E.O. CONC, TYP.

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U.N.O.

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PANELS ARE VIEWED FROM EXTERIOR, UNO

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NOTES:

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1) ARE PANELS ARE 7 1/4" STRUCTURAL THICKNESS, TYPICAL

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2) SEE ARCHITECTURAL DRAWINGS FOR ALL OPENING DIMENSIONS, TYP.

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3) SEE ARCHITECURAL OR MECHANICAL DRAWINGS FOR ANY OPENINGS OTHER

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THAN DOORS OR WINDOWS, TYP.

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4) PANEL REINFORCING DIAGRAMS ARE GRAPHICAL ONLY - USE PLAN DIMENSIONS,

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TYP.

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+ 2" INSULATION + 2 3/4" REINFORCED CONCRETE TOPPING.

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5) THERE ARE NO REVEALS IN ANY STRUCTURAL PANELS.

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6) ON THE EXTERIOR OF ALL PANELS INSTALL RIGID INSULATION SYSTEM

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AND FACING FACING CONCRETE (THERMOMASS SYSTEM) - SEE OTHER SECTIONS AND

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ARCHITECTURAL DRAWINGS FOR OTHER INFORMATION, TYP.

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012-17

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09-05-17

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SHEET TITLE

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PROJECT NO.

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SHEET NUMBER

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DATE

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REVISION DATES

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PROJECT

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SEAL

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c

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TILT WALL CONNECTIONS

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and PANEL REINFORCING