2"X20GA METAL DECK

2" STEEL STUDS @ 16" O.C

1/2" GYP BOARD CEILING

CEILING CHAM

SECTION @ PARAPET

A 920

DETAIL @ OVERHANG

1/4

1/2" @ STEEL TUBE @ 4" O.C

1/4

1/4

6'-3"

SMOOTH

GROUND

SMOOTHGROUND

3/16

2 1/2" PIPE RAIL SCH. 40

CEILING @ DUCT

2" DIA STEEL POST@ 4'-0" O.C. SCH. 80

BEAM OVER COLUMN

W10x49

W- PURLIN TO W- BEAM

A914-A

A914-A

8'-5\"

3

'

-

8

"

1/2" x 10" SQ.

C

5

"

4 1/2" x 10"C |TS4x4x1/4

316'' 3 SIDE TYP.

3 SIDE3 16''

16"SQ. CLG. TILESTRACK

4@12

W BEAMW10x22

14 ''

4@12

W8X35

CAP 1/2'' X 8\ X 14'-0'' LONG w/ 4 1/2'' BOLTSCONNECTIONOF BOLTS PER DETAIL

1'' STIFFEA SIDE

|

BEAM OVER COLUMN

W14x30

W

8

X

3

5

/

T

S

4

X

4

STIFFEA SIDE

12"

2'

2" STUD BRACE @ 16" O.C.

W BEAM

BENT PLATE CONT

4 E.S.

FLASHING

STUDS @ 16" O.C.4"X20 GA STEEL

1

'

-

0

1

2

"

112"

112"

EQ

EQ

112"112"

EQEQ

8"

2"

2'

11"

3''1\''

1\''3'' 4''

OF BOLTS PER DETAIL

W- BEAM SEE PLAN

W- PURLIN SEE PLAN

OF BOLTS PER DETAIL W- BEAM

SEE PLAN

W- PURLIN SEE PLAN

W- PURLIN TO W- BEAM

CURTAIN WALLW8X35 COLUMN

STUD BRACE @ 16" O.C.

W10X22

1" BENT PLATE

4 E.S.

FLASHING

STUDS @ 16" O.C.4"X20 GA STEEL

DETAIL AT BRIDGE

TYP. COLUMN BASE PLATE SCHD

4 1/2" x 10"A

WELD

1\''3''

DETAIL

|1/2" x 10" #W8x35

ANCHOR BOLTS x EMBED LENGTHPLATE SIZECOLUMN SIZE

B A

3'' TYP.3'' TYP.

4 1/2" x 10"B |1/2" x 12" SQ.6" STD

W-COLUMN FOOTING TYPICAL FOR FOOTINGS

FTG. SIZE & REINF.

1" DRYPACK ORNON-SHRINK GROUT

A98

BASE PLATE PERDET. U.N.O.

W-COLUMNSEE PLAN

TYPICAL METAL DECK WELDING

BWELDING @ SUPPORT

SUPPORT

A SUPPORT PERPENDICULAR TO FLUTE

STRUT OR PERIM. BM.

DECKS WHEREOCCURS

METAL DECK

56

PIPE/TS COL. FOOTINGROOF ASSEMBLES

112"

112"

212"

W-BEAM PER DRWG'S

212"

FOR ROOF COVERING

ZONOLITE INSULATED CONCRETE (F'C = 500 psi MIN.) WITH 'KEY MESH' 'INSULPERM' INSULATING BOARD 'ZONOLITE' O/ 2" METAL DECK VERCO' VERCOR VENTLOK GALV. 20 GAUGE

112"

112"

EQ

EQ

112"112"

EQEQ

SEE FDN PLAN FOR

2

'

-

1

"

M

I

N

.

3

"

C

L

R

.

1"

3'-112"

2" LAP MIN.

MIN. 'ZONOLITE'O/ DECK

STEEL BEAM STEEL BEAM

TYPICAL WELDING TO THE BEAMNTS

78'' A325 BOLT TYP.

CAP X11"X1'-0'' LONG (FOR W BEAM)X7X10''(FOR TS) w/ BOLTS

NOTE: THICKEN FOOTING AS REQ'D TO ACCOMODATE ANCHOR BOLT EMBED

PUDDLE WELD @ EA. FLUTE @ EA. SUPPORT W/ #14 WELD WASHER

14 GA. CEILING WIRES @4'-0" O.C. E.W.

CURTAIN GLASS FRAMING

2" STEEL STUD @ 16" O.C.

CONNECTION CONNECTION

PROPOSED COLUMN W21X50

ALL AROUND(TYP)EXISTING BEAM

W16X31EXISTING BEAM

HP8X36

PROPOSED BEAM W24X62

1/2"in THK COVER PLATEBOTH TOP & BOTTOM

& CONNECTION DETAILS - ROOF DECK

SHEET NO.

PRELIM.

ISSUED FOR:

BIDDING

PERMIT

CONSTRUCTION

CHECKED

DRAWN

APPROVED

DATE

COMM. NO.

SCALE AS NOTED

REVISIONMARK DATE

ARCHITECT

ENGINEER

OWNER

DETAIL SHEET

S-0SHT 1 OF 3

8'' BEARING

DETAIL -A-

N.T.S.

HHD 2/5A

CMU WALL

N.T.S. SECTION B-B

ANCHOR BOLT

(W 16 x 57)

OUTSIDE OF CMU WALL (BEYOND)

CMU WALL

No. 5 VERT.

(2) No. 5 BOT.

1

4

_

'

'

1

6

'

'

1

6

'

'

16'' BEARING

SECTION C-CN.T.S.

(W 16 x 57)

ANCHOR BOLT

1

6

'

'

1

6

'

'

1

4

_

'

'

NTSSTEEL BEAM BOLTING TO THE POST

1''

W 8 X 21

3" X 3" X 1/16" STEEL POST

CAP

TRACK

2" STUD BRACE @ BEAMS

DETAIL @ OVERHANGCEILING CHAM

16"SQ. CLG. TILES

4@12

12"

2'

2" STUD BRACE @ 16" O.C.

W BEAM

4 E.S.

FLASHING

LEDGER DETAILS

A-325 BOLT

COMRESSOR SUPPORT

316''

3 SIDE3

16''

W BEAM

L6x4x3/8 x 6" LG.

L 6x4x|

A920

3 SIDE

TYPICAL BOLTING TO THE WALL

STEEL BEAM

NEW/EXIS BLOCK WALL

2" INSULATION

EXISTING 5" CONCRETE

11"

W10x22

W14x30

14 ''

W/ BEAM TO PIPE COLUMN

3''

1\''

1\''3'' 4''

1'' STIFFEA SIDE

316''

C LINTEL SECTION

B JAMB STUD DETAIL

A JAMB STUD DETAIL

12'-0''MAX

4'-0''MAX

STEEL STUD TYP.

TOP TRACK

BOTTOM TRACK

DBL. JAMB STUD TYP.

ACB

TYP. STEEL STUD WALL FRAMING DETAIL

6" MIN

TYP. ROOF CONSTR'N

++ +++

12

5

5/8" W.P. GYP BRD

+

W 18X50 A-50 STEEL BM.

SBREINFORCED BLOCK PIER

BEAM BRG ELEVATION

SECT @ LANAI BM.

SECTION

EXISTING W BEAM

STEEL STUD WALL

STEEL BLOCKING

4" SQ. COL.

3" 45^ ALUMINIUM

FLASHING

BLOCKING

4'X20 GA STEEL

TRACK

BlOCKING

STUDS @ 16" O.C

BENT PLATE CONT.

2" STUD BRACE

BRACING @ 2' O.C TRACK

@ 16" O.C

A325 BOLT TYP.

6" DIA. PIPE COLUMN SEE PLAN

CAP 1/2'' X 7 X 1'-0'' LONG w/ 4-1/2'' DIA BOLTS

CONNECTION &NO. OF BOLTS PER DETAIL

CONT 2x8 PL W/ 1/2" dia BOLTS @ 24" O.C. STAGGERED

PREFAB'D TRUSSES @ 24"O.C. ENG'RG CERTIFIED BY MFGR.

HC520 EA SIDE OF BM EA TRUSS

8'' x 16'' CONC. TIE-BEAM W/ (2) No. 5 TOP & BOT.

2'' x 8'' PT. WD. PLATE FASTEN W/ |'' STEEL BOLTS 12'' O.C. STAGGERED.

TOP OF PLATE @ 8'-1'' A.F.F.

CONNECTION ANGLE (SEE DETAIL)

'' GALV. STEEL BOLT (TYP) W/ (2) WASHERS.

2'' x 8'' PT. WD. PLATE FASTEN W/ 1/4'' STEEL BOLTS 12'' O.C. STAGGERED.

8'' x 16'' CONC. TIE-BEAM W/ (2) No. 5 TOP & BOT.

(2) No. 5 TOP. STD. BEND EACH END.

7X11 X 1/2" BRG PL W/ 1/2" RE-BAR ANCHORS (2) w/ 2" HK.

1 "X 20 GA 2 METAL DECK

SOLID WOOD BLOCKING THREADED

ROD

PRE-MANUFACTRED ROOF TRUSSES @ 24'' O.C.

14 GA. CEILING WIRES @4'-0" O.C. E.W.

4"X20 GA STEEL STUDS @ 16" O.C.

#5 REBAR EPOXY INTO SLAB 5" EMBEDMENT

3 "(LLV)CONTINUES W/ L-6"X4"X 8 "A.B. @ 16"O.C.(@ NEW WALL) 3 " EPOXY A.B @ 16"O. 4 (@ EXIST. WALL)

(4) 1" ALL THREAD BOLTS EPOXY w/ SIMPSON SEL x 6" EMBEDMENT

DESIGN, FABRICATION AND ERECTION OF ALL STRUCTURAL STEEL SHALL CONFORM TO THE LATEST A.I.S.C SPECIFICATIONS USING A-36 STEEL

NOTE: PROVIDE BRIDGING @ 48'' O.C.(V)

DBL. JAMB STUD TYP.

CRIPPLE STUD ABOVE

TRACK SECTION

TRACK CONT. TOP&BOTTOM

TRACK SECTION

DBL. JAMB STUD TYP.

(2) TRACK SECTIONS

BENT PLATE CONT.

BRIDGING @ OPNGS, GREATER THAN 6' AND @ ALL DOOR OPNGS.

SILL TYP.

(2) TRACK SECTIONS L6x6x\x7" LONG

B/S

INSULATING CONCRETE

TEXTURED CEMENT FINISH ON LATH

ALUMINUM DRIP & FACIA 2X SUB FACIA VENTED ALUMINUM SOFFIT

MIN 4" 3/16" WELD EA SIDE

3/8" WEB STIFFENERS @ SPAN C & 6' EA SIDE OF C

COLUMNEXISTING CMU

FOOTINGEXISTING

PROPOSED COLUMN W21X50

DRILL & BOND INTO12" DEEP HOLE

FOOTINGPROPOSED

REFER TABLE FOR REINFORCEMENT

PROPOSED 0.75INBASEPLATE(REFER TABLE)

REFER TABLEFOR DIM.

12"

EXISTING BEAM

EXISTING BEAM W16X31

PROPOSED BEAM W24X62

EXISTING CMU WALL TO BE RETAINED

HP8X36

EX. STEEL BEAM DETAIL

DETAIL SHEET

S-0SHT 1 OF 3

SHEET NO.

PRELIM.

ISSUED FOR:

BIDDING

PERMIT

CONSTRUCTION

CHECKED

DRAWN

APPROVED

DATE

COMM. NO.

SCALE AS NOTED

REVISIONMARK DATE

ARCHITECT

ENGINEER

OWNER

TOP PLATESPLICE DETAIL300

2156X6 POST FRAMING

230 WEEP SCREEDNO SCALE

DETAIL SHEET

S-0SHT 1 OF 3

SHEET NO.

PRELIM.

ISSUED FOR:

BIDDING

PERMIT

CONSTRUCTION

CHECKED

DRAWN

APPROVED

DATE

COMM. NO.

SCALE AS NOTED

REVISIONMARK DATE

ARCHITECT

ENGINEER

OWNER

UNDISTURBED SOIL

UNDISTURBED SOIL

SIZES MAY VARY PER ENGINEERS CALCULATIONSREBAR, ANCHOR BOLTS, AND WALL/FOOTING

SUGGESTED METHOD OF CONSTRUCTION ONLY.

FOUNDATION CONTRUCTION DETAILS.BUT DOES NOT SUPERCEDE ENGINEERSMETHOD OF CONSTRUCTION AND MATERIALS,IMPORTANT NOTE: DETAILS ILLUSTRATES

NOTE: ALL TRUSSES ARE DRAWN FOR ILLUSTRATION

ONLY FINAL DESIGN OF TRUSSES BY MANUF.

M

A

S

T

E

R

B

E

D

R

O

O

M

TOP OF CONC. SLAB

TOP OF (2) 2X6 PLATES1'-2 34"

BATHROOMUTILITY

WIC

SHOWER

TOP VIEW N.T.S.CUPOLA DETAIL

CUPOLA DETAIL

CUPOLA DETAILSIDE VIEW N.T.S.

\'' PLYWOOD

RT 18 (TYP)

EA. STUDRT 18 @

@ 24'' O.C.2'' x 4'' STUDS

TEL. (941)-474-5708 FAX (941)-474-5718

720 N. INDIANA AVE,ENGLEWOOD, FL 34223

ABRAHAM BINOY STRUCTURAL ENGINEERS

Abraham Binoy, P.E. , FL Reg No. 55907

Date:

FERED CEILING DETAIL

NOTCH VERTICAL @

2X

2-10d SINKERS

2X STUDS @ 16"

O/C

2X DRAFT STOP

SEE PLANS

FOR S.W.

E.N. 2X BLOCKING

ROOF SHTG.

SBCCI APPROVED ANCHOR CAPABLE OF MEETING UPLIFT REQUIREMENTS AS PROVIDED BY TRUSS MANUFACTURE (USP RT 18 OR EQUAL UNLESS NOTED OTHERWISE)

FIBERGLASS SINGLES ON #15 FELT OVER 1/2" PLYWOOD

2'' x 4'' RAFTER @ 24'' O.C.

(2) 2'' x 4'' TOP PLATE

(2) 2'' x 4'' SCABBING NAILED w/ 4-10d NAILS (MIN.)

2'' X 4'' STUDS @ 24'' O.C.

2'' x 4'' BOTT. PLATE

NOTE: FINAL HEIGHT OF CONC. WALLS AND FOOTERS TO BE DETERMINED ON SITE PER GENERAL CONTRACTOR

TYPICAL BOX SILL DETAIL W/ CONCRETE STEM WALL & FOOTING

MASTER BATH

WALK IN SHOWER

PREFAB. TRUSSES OR CONV. FRAMING

H-1 @ EA. TRUSS/PLATE CONN.

STD. NAILING WHERE CONV. FRAMED

2X FRAMING @ 24" O/C

2X LEDGER & COFFER FRAMING

These plans are in Compliance with Chapter 6 of ASCE 7-98 The conceptual design and layout for this structure has been provided to ABRAHAM BINOY by the owner or contractor and any similarities to another plan or design is the total responsibility of the owner or contractor. This Engineer of Record is for structural only. This certification is not valid without an original signature and date and embossed with a raised seal.

DETAIL SHEET

S-0SHT 1 OF 3

SHEET NO.

PRELIM.

ISSUED FOR:

BIDDING

PERMIT

CONSTRUCTION

CHECKED

DRAWN

APPROVED

DATE

COMM. NO.

SCALE AS NOTED

REVISIONMARK DATE

ARCHITECT

ENGINEER

OWNER

PAU. 88 W/ } ANCHOR BOLT

GRADEFINISHED FLOOR

(w/(3) #5)3'X3'X12" CONCRETE PAD

SECTION - D - D

NEW 2X12

HUS 210

EXISTING 2X10

TYPICAL WALL SECTION

24''

R-19 INSULATION

(2) 2''X6'' TOP PLATEO.H.

4X6 BRACING

(2) RT 36T

(1)-\" THRU BOLT

8X8 POST EXISTING

EXISTING 2X12

RT16

TP6X @ EACHSTUD WALL T & B (TYP.)

FLOOR FRAME

WALL SECTION

WOOD BASE

EXISTING 2X10

(2X10) BLOCKING

TP6X T&B @ EACH STUD

24''

ALUM. DRIP

O.H.

2X6 PLUMB CUT FASCIA

WHITE VENTED SOFFIT

WHITE ALUM. FASCIA & SOFFIT

R-19 INSULATION

(2) 2''X6'' TOP PLATE

@ 16'' o.c.2''X6'' STUD WALLS

R11 INSULATION

GRADEFINISHED FLOOR

2'' X 6'' BOTTOM PLATE

RT16F

PHD5 @ ENDS OF SHEAR WALL

RT16

TPX6 BOTTOM @ END STUDS

2X6 TOP PLATTPX6 TOP @ END STUDS.

SHEAR WALL DETAILN.T.S.

2'' TOPPING8'' SLABROOF NAILINGN.T.S.

\" PORTLAND CEMENT PLASTER

ALUM. FASCIA & SOFFIT

TEXTURED MASONARY FINISH

VENTED SOFFIT

ALUM. DRIP \'' DRYWALL

R-19 INSULATION

TRUSSES @ 24'' O.C.PRE- ENG. ROOF

8X16 TIE BEAM

20''

1

2

'

'

20"X12" STEM FOOTING

4'-0" NGVD. TOP OF FOOTING

7'-0" NGVD. FINISHED GRADE

FIRE PLACE

#5 @ 24" O.C.

SPH4 @ EA. UPRIGHT

2''X4'' SILL PLATE

(2) 2''X4'' TOP PLATE

PRENGINEERED ROOF TRUSSES

PRENGINEERED ROOF TRUSSES

RT20 @ EA. UPRIGHT

8'' CMU BLOCK WALL

DUAL BEARING WALL SECTION

4'' CONC. SLAB REINF. W/ FIBERMESH OR WIRE ON 6 MIL VAPOR BARRIER OVER FILL. COMPACTED

1/2'' DRYWALL ON 3/4'' P.T. FURRING STRIPS @ 16'' O.C. OVER 3/4''THERMAX (R-5)

PRE-CAST LINTEL OR TIE BEAM OVER DOORS AND WINDOWS SEE LINTEL/TIE BEAM SCHEDULE

TYP. ROOF CONSTR'N TILE ON 90# HOT MOPPED FELTS ON 30# DRY-IN ON 15/32 - 4 PLY CDX

PLYWOOD SHEATHING NAILED W/8d @ 6" O.C. EDGES-12" O.C. FIELD

HURRICANE STRAP @ EACH TRUSS. ALL THE STRAPS TO THE

TRUSSES SHALL BE HUGHES TA 16 (TYP. STRAP) UNLESS NOTED

OTHERWISE

SHINGLES ON MIN. 15# DRY-IN ON 15/32''-4 PLY CDX PLYWOOD SHEATHING NAILED W/ 8d COMMONS @ 6'' FIELD & 6'' ON EDGE.

DRYWALL OR CD BOARD CLG.

PRE- ENG. ROOF TRUSSES @ 24'' O.C.

SHINGLES ON MIN. 15# DRY-IN ON 15/32''-4 PLY CDX PLYWOOD SHEATHING

NAILED W/ 8d COMMONS @ 6'' FIELD & 6'' ON EDGE.

THREE COAT STUCCO OVER EXPANDED METAL LATHE OVER #15 FELT OVER '' CDX PLYWOOD,

NAIL @ 4'' o.c. EDGES AND 6'' FIELD w/ GALV. 10d NAILS. STUCCO TO COMPLY w/ ASTM C-926

]'' THREE COAT STUCCO OVER EXPANDED METAL LATHE OVER #15 FELT OVER '' CDX

PLYWOOD, NAIL @ 4'' o.c. EDGES AND 6'' FIELD w/ GALV. 10d NAILS. STUCCO TO

COMPLY w/ ASTM C-926

NAIL SPACING AT INTERMEDIATE FRAMING @ 6" O.C. & 4" ON EDGES W/10d NAILS

2-2X6 STUD @ EA. END OF SHEAR WALL SEGMENT.

PHD5 W/ 1-5/8" ANCHOR BOLT @ EA. END OF SHEAR WALL

DYNA BOLT @ 16" O.C.

CONCRETE FOOTING/SLAB

ROOF REQUIRES 8d NAILS @ MIN. 6'' O.C. ON ALL BUTT JOINTS AND 8d NAILS @ MIN. 6'' O.C., IN THE FIELD, SPACE 10d NAILS @ 4'' O.C. WITHIN 5'-0'' OF GABLE ENDS OR GABLE END TRUSSES.

DRYWALL OR \'' CD BOARD CLG.

PRE- ENG. ROOF TRUSSES @ 24'' O.C.

2'' X 6'' P.T. BOTTOM PLATE

TOP PLATE (2) 2X6

2''X6'' STUD WALLS @ 16'' o.c.

20X12 STEM FOOTING (w/(2) #5)

THREE COAT STUCCO OVER EXPANDED METAL LATHE OVER #15 FELT OVER '' CDX PLYWOOD, NAIL @ 4'' o.c. EDGES AND 6'' FIELD w/ GALV. 10d NAILS. STUCCO TO COMPLY w/ ASTM C-926

RT20 STRAP @ INSIDE WALL w/ (6) 10d NAILS (WOOD) AND (4) 3\'' X |'' TAPCONS (CONC.)

5/8'' X 8'' ANCHOR BOLT @ 24'' 0. C. W/ 3" WASHERS & NUTS DRILLED AND EPOXIED

N.T.S.

N.T.S.

N.T.S. N.T.S.

DA-7

FA-7

(2)RT 36F STRAPS @ EACH STUDS

PHD5 W/ 1-5/8" ANCHOR BOLT @ EA. END OF SHEAR WALL

2''X6'' STUD WALLS @ 16'' o.c.

GALV. TRUSS SEAT

@ FTG. BAR

#5 VERT. REINF. BAR FROM FTG. TO ROOF TIE BEAM W/ 25'' LAP

RAIL CONT

11" MAX SPACING

2X8 PT NAILER

2X4 PT CONT.

12'' x 12'' COLUMN

FASCIA

METAL DRIP

N.T.S.

SECTION -A-

B

A

R

L

A

P

2

5

"

M

I

N

.

BASE

2X4 BOTTOM PLATE

\'' WALL SHEATHING

2X6 P.T. DECKING

BASERT18112TW

5/8'' DRYWALL

1/2" DRYWALL

SIMPSON CS18 @36" O.C.

2X4 BOTTOM PLATE

2 - 2X4 TOP PLATE

ROOF PITCH

(2) 2X12 P.T.

4X4 P.T. POST

2 - 2X4 TOP PLATE

SIMPSON SP4 @ 32" OC

2X4 STUDS @ 16" OC

R-11 BATT INSULATION

BOTH ENDS RT 18112

(2) SIMPSON CC3 1/4-6 HDG USE ECCLL3 1/4-6 & ECCLR3 1/4-6 @CORNERS

TYP. HEADER OVER OPENINGS: (2)-2X12 W/ 1/2" PLYWOOD BETWEEN

3/4" T&G PLYWOOD DECKING GLUED & NAILED OVER ENGINEERED FLOOR TRUSSES @16" OC

PRE-ENG FLOOR TRUSSES @ 24'' 0.C.

R-11 BATT INSULATION

TEXTURED MANSORY FINISH

(2) HTA 20 w/ 12-10d NAILS TO 4'' x 4'' P.T. POST

WHITE ALUM. FASCIA & SOFFIT

WHITE VENTED SOFFIT

2X6 PLUMB CUT FASCIA

ALUM. DRIP

SECTION -C-

DETAIL SHEET

S-0SHT 1 OF 3

SHEET NO.

PRELIM.

ISSUED FOR:

BIDDING

PERMIT

CONSTRUCTION

CHECKED

DRAWN

APPROVED

DATE

COMM. NO.

SCALE AS NOTED

REVISIONMARK DATE

ARCHITECT

ENGINEER

OWNER

6 X 12 BEAM

INSIDE POST 6 X 6 POST

PRIM

E HIP

SETB

ACK

TOP PLATE SEE P

LAN

F.O.S.

CALIFORNIA HIP SYSTEM

COMMON TRUSSES

(6' BACK MAX.)

HIP TRUSSES

HIP CARRIER

COMMON TRUSSES

PRIM HIP CARRIER

HIP TRUSSES

TOP PLATE

F.O.T.

HIP TRUSSESPRIM HIP CARRIER

HIP CARRIER

(6' BACK MAX.)

HIP TRUSSES

COMM

ON TRUSSES

COMM

ON TRUSSES

TOP PLATE

HIP

CARR

IER

F.O.T. 6-0-

0 FRO

M

PRIM

E MAX

24" O

/C

2X CONT. BLOCKING

B.N.

SHED ROOF AREA

470

3" MAX

2X SOLID BLOCKING

VENTED RIDGE DETAIL

(2) RT18112

BOTT PLATE

(3) TP6X

(2) 2'' X 4'' TOP PLATE

(2) 2''X12'' HEADER

N.T.S

ALL THREAD ROD

ADS5 E/ SIDE OF DOOR

J-BOLTS PER FND PLAN

WALL FRAMING

NORMAL CONCRETE (F'C = 3500psi) WITH 6x6 - W1.4xW1.4 W.W.F. OVER 2" METAL DECK VERCO' TYPE B FORMLOK 20 GAUGE TOTAL THICK 5".

FOR FLOOR COVERING - SEE ARCH'L DRG.

W - BEAM / PURLIN PER STRUCTURAL DRWG'S

" LCID w/(2) - THRU BOLT & INTO BEAM X 4"

EMBEDMENT

N.T.S.

N.T.S.

NOTE: SEE TRUSS DRAWINGS FOR ADDITIONAL INFORMATION

PRE ENG. ROOF TRUSSES

HC10 PER MANF SPECS (TYP ALL)

TP6X (TYP.)

(2) TP6X (TYP.)

EXISTING (3) 2" X 6" P.T. EA. SIDE

ADS5 E/ SIDE OF DOOR ALL THREAD ROD

(3) TP6X (BOTT.)

(1) TP6X EA. NEW STUD (BOTT.)

DRILL & EPOXY MIN 6'' [" ALL THREAD ROD w/ 2'' WASHER & NUT

NEW 2" X 6" P.T. SILL PLATE

NEW 2" X 6" STUDS

\" HARDYBOARD SHEATHING w/ 8d NAILS @ 6" EDGES /12" INTERMEDIATE SPACING

SPH4 EVERY OTHER STUD TOP AND BOTTOM (TYP)

(2) 2"x4" TOP PLATE

2"x4" STUDS @ 16" O.C.

2"x4" PT BOT. PLATE

8'' THREADED ROD DRILL AND EPOXY @ 32'' o.c. MAX

SPH4 EVERY OTHER STUD TOP AND BOTTOM (TYP)

RAFTERS OR ENGINEERED TRUSSES PER PLAN

8d COMMONS @ 4" OC

BOTTOM CHORD=TO

SET BACK DISTANCE

OF PRIME HIP

CARRIER

END JACK (TYP.)

FROM OUTSIDE

IN. @ 2'-0" O/C

HIP RAFTER (2x6 MIN)

SIDE JACKS @ 2'-0" O/C

HIP RAFTER (2x6 MIN)

CONNECT JACK RAFTERS TO PRIME HIP

CARRIER, HIP, AND HIP CARRIER

TRUSSES WITH (1) H, TYPICAL

ROOF RAFTERS PER PLAN

ROOF SHEATHING PER PLAN

ROOF RAFTERS PER PLAN

2X FLAT W/ 3-16d @ 16" O.C. AT EACH RAFTER

SIMP. A35 AT EACH ROOF RAFTER TYP.

(2) RT18112

N.T.S

N.T.S

N.T.S

MSTA24 strap witheighteen 10d x 112" nails

Double beveled bearing plate when slope exceeds 14" per foot

Leave 238" minimum end distance

2'-0" maximum

4'-0" minimum

V-cut shear blocking- Trus Joist rim board

Beveled 2x4 block with beveled web stiffener on opposite side of web

2 rows 8d (212")box nails at 8" on-center

2x4 one side. Use 2x4 both sides if joist spacing is greater than 24" on-center.

DETAIL SHEET

S-0SHT 1 OF 3

SHEET NO.

PRELIM.

ISSUED FOR:

BIDDING

PERMIT

CONSTRUCTION

CHECKED

DRAWN

APPROVED

DATE

COMM. NO.

SCALE AS NOTED

REVISIONMARK DATE

ARCHITECT

ENGINEER

OWNER