TIMBER NOTES ALL TIM8poundR BELOW ROOF TRUSSES SHALL BE COPPER NAPHTHENATE PRESSURE TREATED DEKALB COUNTY ILLINOIS ALL TIMBER TO BE GRADED AS PpoundR NFPA 1991 NATIONAL DESIGN SPECIFCA TONS FOR WOOD CONSTRUCTIONS

ALL 6 X 14 POST TO 8pound DOUGLAS FIR-LARCH NO I SALT STORAGE BUILDING ALL 4 X 14 TOP PLATES TO 8pound DOUGLAS FIR-LARCH N01 SIS (3 12)

ALL 2 X 12 WALL PLANK TO BE DOUGLAS FIR-LARCH N02 S1S1[ (1 58 X 11 58)

ALL 3 X 12 WALL PLANK TO BE DOUGLAS FIR-LARCH N02 S1S1pound (2 58 X 11 58)

FILL HEIGHT MARKpoundR TO 8pound 2 X 4 DOUGLAS FIR-LARCH N01 S4S UNTREATED amp FIELD PAINTED

BALANCE OF TIMBER TO 8pound DOUGLAS FIR-LARCHPONDEROSA PIN[ N01

ALL TIM8poundR IS ROUGH UNLESS OTHERWISE NOTED

ALL TIMBER CUT IN FIELD SHALL 8pound TREATED WITH (3) COATS OF AN APPROVED TREATING PRESERVATNE

ALL HARDWARE TO MEET ASTM A307 GALVANIZED TO A153 ALL HIGH STRENGTH HARDWARE TO MEET ASTM A325 OR

r A449 GAL VANZED TO A 153 ALL STRUCTURAL STEEL TO MEET ASTM A36 GALVANIZED TO A123

CONSTRUCTION REQUIREMENTS SHALL CONFORM TO STATE SPECIFICATIONS UNLESS OTHERWISE NOTED

ALL TIMBER TO 8pound CUT TO EXACT LENGTH DRESSED TO SIZE REQUIRED AND ALL PRACTICAL FRAMING TO BE DONE PRIOR TO TREATMENT

ALL BOLT THREADS TO BE SET WITH A CENTER PUNCH AFTER TIGHTENING

ROOFING TO BE 30 YR ASPHALT SHINGLES OVER 30 FELT PAPER OVER 58 ROOF PLYWOOD

ALL METAL GUSSET PLATES ON TRUSSES AND TRUSS TY-DOWNS SHALL 8pound PAINTED WITH ASPHALT PAINT

ALL HOLES DRILLED IN FIELD WHERE SPIKES ARE USED ARE TO 8pound 1 16 SMALLER THAN SPIKE SIZE HOLES DRILLED FOR BOLTS AR[ TO 8pound 116 LARGER THAN BOLT SIZE

ANY NUT OR MACHIN[ BOLT HEAD IN DIRECT CONTACT WITH TIMBER TO HAVE ONE PLATE WASHER BETWEEN NUT AND TIMBER OR BOLT HEAD AND TIMBER

ANY NUT OR MACHINE BOLT HEAD IN DIRECT CONTACT WITH STEEL TO HAVE ONE CUT WASHER BETWEEN NUT AND STEEL OR BOLT HEAD AND STEEL

RfVISION DESCRIPnON DATE

A REVIEWERS COMMENTS 71520

INTTIALS

WEH

GOVERNING SPECIFICATIONS THE INTERNATIONAL BULDING CODE GOVERNS

DESIGN DATA THE DESIGN OF THIS STRUCTURE COMPLIES WITH THE BULDING CODE ANO SUPPLEMENTAL SPECIFICATIONS AS INDICATED IN THE CODE ANO THE DESIGN COMPUTATIONS

OPEN END

1) USE AND OCCUPANCY CLASSIFICATION - GROUP S-2 2) TYPE OF CONSTRUCTION = V-B 3) BULK STORAGE 80 PCF SALT 14FT AT WALLS

18FT MAX FILL lfT MAX SLOP[ SHALL BE 1 VERTICAL TO 2 HORIZONTAL

4) ROOF LIVE LOAD USED IN THE DESIGN 336 PSF A) GROUND SNOW LOAD 50 PSF B) FLAT ROOF SNOW LOAD 336 PSF C) SNOW EXPOSURE FACTOR 10 0) SNOW IMPORTANCE FACTOR 08 pound) THERMAL FACTOR 12

5) A) BASIC WINO SPEEO 105 MPH B) OCCUPANCY CATEGORY 1 C) EXPOSURE c D) COMPONENTS ANO CLADDING

1) ROOF = 16 PSF -637 PSF 2) WALL = 16 PSF -424 PSF

ROOF TRUSS DESIGN NOTE ROOF TRUSSES SHALL BE DESIGNED FOR AN ADDITIONAL 681 LBS OF TENSION APPLIEO CONCURRENTLY WITH OTHER LOADS THIS 5 A POST LOAD APPLIED AT THE TRUSS BEARING RESULTING FROM THE STORED SALT OR SAND

SHEARWALL amp ROOF DIAPHRAGM NOTE THIS BUILDING DESIGN INCLUDES PROVISIONS FOR SHEARWALLS amp A ROOF DIAPHRAGM WHICH AR[ STRUCTURAL ELEMENTS NECESSARY TO RESIST THE BULK STORAGE LATERAL LOAD CAREFUL ATTENTION MUST BE PAID TO ALL PLYWOOD NAILING SPECIFICATIONS BLOCKING ANO OTHER DETAILS WITHIN THIS PLAN

CONSTRUCTION NOTES FOOTINGS AR[ OESIGNEO FOR A NET ALLOWABLE BEARING PRESSURE OF 1500 PSF THE GEOTECNCAL ENGINEER OR PROJECT ENGINEER ON SITE SHALL VERIFY FOUNDATION SHOULD BEAR ON AT LEAST 12 INCHES OF COMPACTED CA-06 AGGREGATE GEOGR0 PLACEMENT CAN FURTHER MITIGATE DIFFERENTAL SETTLEMENT POTENTIAL

CONCRETE CONSTRUCTION INCLUDING BUT NOT LIMITED TO MIX DESIGN QUALITY CONTROL PLACEMENT COLO WEATHER PROVISIONS AND ANCHORAGE INSTALLATION SHALL BE IN ACCORDANCE WITH THpound CODE ANO THE BUILDING COOpound REQUIREMENTS FOR STRUCTURAL CONCRETE (AC 318) AS APPROVED BY THE PROJECT ENGINEER ON SITE CONCRETE TO BE 4000 PSI NORMAL WEIGHT CONTROL JOINTS OR UNBONOEO CONSTRUCTION JOINTS TO 8pound PROVOED AT 16 MAX SPACING MIDWAY BETWEEN POSTS CONTROL JOINTS SHALL BE LOCATED AT THE UPPER SURFACE OR SURFACES AND PENETRATE ONE FOURTH THE FOOTING THICKNESS (MIN) ALL REINFORCEMENT STEEL SHALL BE GRADE 60 EPOXY COATED

CONCRETE SHOULD REACH A COMPRESSVE STRENGTH OF 3000 PSI BEFORE ORLUNG HOLES FOR ANCHORING TH[ TIMBER POSTS

THE WIDTH OF FOOTING EXCAVATION SHALL BE MINIMIZED TO IMPROVE LATERAL BEARING ANO LIMIT DISRUPTION TO THE IN-PLACE NATIVE CONSOLIDATED MATERIAL BACKFILL WITH NATIVE MATERIAL WHEN SO APPROVED COMPACT TO 957 STANDARD PROCTOR

ERECTION ANO TEMPORARY BRACING OF ROOF TRUSSES SHALL BE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS ANO INDUSTRY STANDARDS AS APPROVED BY THE PROJECT ENGINEER ON $IT[ ANO ARE NOT THE RESPONSIBILITY OF THIS PLAN

PREORILL HOLES FOR SCREWS AND NAILS AS NECESSARY TO AVOID SPLITTING OF TIMBERS

A

COVER SHEET DEKALB COUNTY ILUNOIS BO L X 60 W X 20 H SALT STORAGE amp SALT STORAGE BUILDING [WJieeler) SPECIRCATIONS

SHEET

1

2

J

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

PLAN SHEET INDEX DESCRIPTION

COVER SHEET amp SPECIFICATIONS

T-WALL PLAN

CONCRETE DETAILS

CONCRETE DETAILS

POST PLAN

POST FOOTING DETAILS

TYPICAL SECTION WALL

SHEARWALL DETAILS

SHEARWALL DETAILS

SIDEWALL FRAMING

LOAOWALL FRAMING

OPEN [NO FRAMING

SECTION WALLS

ROOF FRAMING

ROOF TRUSS BRACING

CONNECTION DETAILS

ROOF DIAPHRAGM DETAILS

FINISHING amp MISC DETAILS

RING SHANK (RS) NAIL MINIMUM DIMENSION TABLE

PENNY wr SHANK DIAMETER (IN) LENGTH (IN)

6d 0120 20

16d 0148 J5

UGTUR s middotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddot 4( i ltJgt bull middotmiddotmiddotmiddotlt1~

~ e bullbullbull 7 S-2c2omiddotmiddot GI~ l~L~l ~ -~i

RIAN RfDiE~i l 081-005816Q

~

~ ~ o 1-o-~ - deg)_ bullbullbullbull bull ~ ~ I_middot-middot bullbullbullbullbull ~o ( OF

license expires 11-30-1-pound 3 E ENCINUR middots SIGNATURE AND SfAL ARpound TO ASSUM[ DESIGN RESPONSIBILITY FOR TH[ WABER SALT STORAGE STRUCTURE AS SUPPUpoundD amp DRAWN BY WHEELER LUMBER LLC JNDpoundP[ N0[NT or ITS fNAL POSITION THIS DESIGN RfSPONSlBIUTY 15 UMIT(D 70 TH[ TIM8poundR SALT STORAGE STRUCTURE AND DOES NOT INCW0pound ANY O[SIGN R[SPONSIBIUTY P[Jr1AIN1NC 10 BUT NOT WJrTpound0 10 C[OMCTRICS STRUCTURE POSITJONfNC P[RMTTTING PROCEDURES UTfUTY FACILITl[5 [R[CTION (INCLUDING TfMPORARY BRACING) fWO( TRUSS D[SIGN 501L CONDfTIONS CTC

TRACKING ORDER 9531 W7Bth St Ste100 OWN WEH Eden Prairie MN 55344 7202100 680-14681 952-929-7854 CHK LAF

SHEET NO infowheeler1892com

wheeler1892com OATpound 62220 1

I

0

0 I

I

0

I-

0 I

I

-i

0

0 I

-i

bull

bull bullbull4bull

87-5 FOOTING LENGTH

WALL LENGTH

middot

bull lbull

middot-

bull bull bull 4

-

bull

bull

4 11 bull

1-0 WALL WIDTH

12-o FOOTNG WIDTH

bull middotbull

iS )

0 Gi I J

I J lto

3

iS ()

2 Gi J

I () -_ lt t--

0

~

middot

bull

~ bull

-

middot

middot bull middot

T-WALL PLAN

bull

middot

~

bull middot 1

111 ~ IC TUR

~middot~ lto 4( ~ l ~-7bull L bullbullbull bullbull ltt~ _ f -9i bullbull -_e bull i- s~ ~ ~

1 - bull RIAN R DIE ~ ~=--- middot-~~

~1 middoto bull 081-0058160 ~ ~

L_ =- ~middotAI ~~~ ~-)- bullbullbull bullbull ffgt~

~ -1)- bullbullbullbullbullbullbullbullbullbullbullbull 0 -s~ l OF lL~ ~

license expires 11-30-~~ZE

T-WALL PLAN TRACKING ORDER 9531 W 78th St Ste 100 OWN WEH

Eden Prairie MN 55344 T20210D 680-14681 952-929-7854 CHK LAF

SHEET NO infowheeler1892com wheeler 892com

[Mmiddoteeier) DATE 62220 2

C

I (J) tj -0 E II ()

C -- -I

8 12

ll

tj ltI-c

12 ~ -

2-3 MIN LAP ~

(TYP) J

(87)

86 SPACES

F603E

1-0 = 86-0

ll 8 12

-----r

J

1o

Cl I

()-_ LJJ -0 E II ()

- -I - c

(Q

8 12 1~

tj ltI-c

12 ~

E2J2IltJG fLAN IQE ~ IJQIIQM BfBAR SEE SHEET 4 FOR REBAR NOTATIONS

2-3 MIN LAP ~ J

(TYP)

(87) F603E

86 SPACES 1 middot-omiddot = 86-o

6

amp )

a c i I

~ 0 I- II

tj c ) c - -I

~ --

~

[] - 0

rE ()

c

11 SPACES

1-0 = 11middot-omiddot 6

I (12) F505E

middot1 ) a bull I i~ -

--~

ll l l 8 12

(Wheeler) amp

9531 W78th St bull Ste100 Eden Prairie MN 55344 952-929-7854 infowheeler1892com wheeler 892com

1 111 l-UCTUR

i -) _ ~ t~ i ~ bullbull 1 ~ I~bull 1 middotmiddott~~Zc2obull 9~ ~ Joo-_~~

l-tlAN RU IE (j 081-005816 (J I L bull CteJ bull ~_

0 ~v~ bullbullbull bull bullbull ~ ~t -= -1h bullbullbullbullbull ~o

~ $ l OF ~ 11 ~111bull

license expires 11-30-f-~ 2 J

CONCRETE DETAILS TRACKING ORDER OWN WEH T2021DD 680-14681

CHK LAF SHEET NO

DATE 62220 3

bull bull bull bull bull bull

bull bull

bull bull

bull bull

bull bull

bull bull - - -

- - - - --

-

F502E OR

a L5 -J (j

a---

a---a L5 bull J -J (j

Fi309E 12 SPACES PLACE WITH EVERY OTHER F801E 12middot

F510E

j

u LJ c I

r-- II

0 I -

It)

--

6

f506E OR F507E 9

[ CONCRETE WALL

bullo bullo r- middot middot- ---middotmiddot----- bull -middot-middotmiddotmiddot - -middot bull middot-------------bull bull middotmiddot - --middot----bull

~1 6 ~ 1P-----(TYP) ~I L_o

BF REBAR DETAIL --------------------------lt

4-11 1middot-0middot 6-1

2 CLEAR 2 CLEAR

Lu

_ Q 3 (J

F809E BF

F510E FF -----so

~ Cgt- F506E OR F507E

bull ~ 0

I l)

F502E FF bull IE--F801E BF

_

I -

- - -- - - - -

(_ I

F603E _ J50ltpound OR ~ F505E

PERMISSIBLE CONSTRUCTION JOINT AND 1 12 X 6 KEY

11 1middot-0middot = 11 -omiddot TOP amp BOT 5bull

12middot-omiddot

CONCRETE FOOTING SECTION AT LOAD BEARING WALLS

c I

OJ

J I

I r--

fBQZE JB

F5QZE

CONCRETE QUANTITY

82-6 WALL LENGTH

81 SPACES 1-0 = 81-0 FF F502E (3 -8) amp F510E (7-T)

2-3 LAP (TYP)

I -middot- - -- - - - I --~ -- - ~ -

163 SPACES 0-6 = 81 -6 BF FB01E (8-1 )

81 SPACES 1-0 = 81-o BF F809E (7-7)

WALL REBAR PLAN

NOTES FF = FRONT FACE EF = EVERY FACE BF = BACK FACE

THE FIRST LETTER OF THE BAR DESCRIPTION F SIGNIFIES FOOTING

THE FIRST DIGIT OF THE BAR SIGNIFIES THE BAR SIZE

THE SECOND AND THIRD DIGITS OF THE BAR SIGNIFIES THE BAR NUMBER SEQUENCE

6 12

n BAR SIZE SHOWN IN THIS PLAN ARE US CUSTOMARY DESIGNATIONS

BARS MARKED WITH SUfflX [ SHALL BE EPOXY COATED

ALL REINFORCEMENT STEEL SHALL BE ~-~ GRADE 60

F5QBE DRAWINGS SHALL NOT BE SCALED

BAR STEEL REINFORCEMENT SHALL BE EMBEDED 2 CLEAR UNLESS OTHERWISE SHOWN OR NOTED

license expires 11-30-lpoundZ2

191 CY

JlQIE G) SPACE F508E BARS VERTCALLY

WITH F506E amp F507E BARS

9bull

--- - ~-- li--- -middotmiddot--- - - -

bull 6

I

bull I bull

bull 5

Q

I 7 bull

middot1~ c c I I 1 - (0

II 11

bull

bull bull

bull bull l

l i I

bull

l

i bull

F508EG)

c I

tJ

BAR

F801E

F502E

F603E

F504E

F505E

F506E

F507E

F508E

F809E

F510E

QTY

451

226

490

144

48

96

48

32

226

226

BILL OF ReNFORCEMENT

LENGTH SHAPE LOCATION

amiddot-1middot BENT WALL BF - VERTICAL

J-8 BENT WALL FF - VERTICAL

11-6 STRT FOOTING - TOP amp BOTTOM

27-6 STRT FOOTING - TampB LONG

27-10middot STRT FOOTING - TampB LONG

28-10 STRT WALL - HORIZONTAL LONG

22middot-omiddot STRT WALL = HORIZONTAL LONG

5-4 BENT WALL - HORIZONTAL CORNER

7-7 STRT WALL BF - VERTICAL

7-7 STRT WALL FF - VERTICAL

TOTAL REBAR WEIGHT 35116 LBS

~-- middot--~~-middot t- middot---middot--

bull

9531 W 78th St Ste 100 Eden Prairie MN 55344 952-929-7854

infowheeler1892com wheeler 1892com

[Meeler]

CONCRETE DETAILS OWN WEH

CHK LAF

DATE 62220

TRACKING ORDER

T20210D 680-14681

SHEET NO

4

bull bull bull bull bull bull

bull bull

bull bull

bull bull

bull bull

bull bull - - -

- - - - --

-

F502E OR

a L5 -J (j

a---

a---a L5 bull J -J (j

Fi309E 12 SPACES PLACE WITH EVERY OTHER F801E 12middot

F510E

j

u LJ c I

r-- II

0 I -

It)

--

6

f506E OR F507E 9

[ CONCRETE WALL

bullo bullo r- middot middot- ---middotmiddot----- bull -middot-middotmiddotmiddot - -middot bull middot-------------bull bull middotmiddot - --middot----bull

~1 6 ~ 1P-----(TYP) ~I L_o

BF REBAR DETAIL --------------------------lt

4-11 1middot-0middot 6-1

2 CLEAR 2 CLEAR

Lu

_ Q 3 (J

F809E BF

F510E FF -----so

~ Cgt- F506E OR F507E

bull ~ 0

I l)

F502E FF bull IE--F801E BF

_

I -

- - -- - - - -

(_ I

F603E _ J50ltpound OR ~ F505E

PERMISSIBLE CONSTRUCTION JOINT AND 1 12 X 6 KEY

11 1middot-0middot = 11 -omiddot TOP amp BOT 5bull

12middot-omiddot

CONCRETE FOOTING SECTION AT LOAD BEARING WALLS

c I

OJ

J I

I r--

fBQZE JB

F5QZE

CONCRETE QUANTITY

82-6 WALL LENGTH

81 SPACES 1-0 = 81-0 FF F502E (3 -8) amp F510E (7-T)

2-3 LAP (TYP)

I -middot- - -- - - - I --~ -- - ~ -

163 SPACES 0-6 = 81 -6 BF FB01E (8-1 )

81 SPACES 1-0 = 81-o BF F809E (7-7)

WALL REBAR PLAN

NOTES FF = FRONT FACE EF = EVERY FACE BF = BACK FACE

THE FIRST LETTER OF THE BAR DESCRIPTION F SIGNIFIES FOOTING

THE FIRST DIGIT OF THE BAR SIGNIFIES THE BAR SIZE

THE SECOND AND THIRD DIGITS OF THE BAR SIGNIFIES THE BAR NUMBER SEQUENCE

6 12

n BAR SIZE SHOWN IN THIS PLAN ARE US CUSTOMARY DESIGNATIONS

BARS MARKED WITH SUfflX [ SHALL BE EPOXY COATED

ALL REINFORCEMENT STEEL SHALL BE ~-~ GRADE 60

F5QBE DRAWINGS SHALL NOT BE SCALED

BAR STEEL REINFORCEMENT SHALL BE EMBEDED 2 CLEAR UNLESS OTHERWISE SHOWN OR NOTED

license expires 11-30-lpoundZ2

191 CY

JlQIE G) SPACE F508E BARS VERTCALLY

WITH F506E amp F507E BARS

9bull

--- - ~-- li--- -middotmiddot--- - - -

bull 6

I

bull I bull

bull 5

Q

I 7 bull

middot1~ c c I I 1 - (0

II 11

bull

bull bull

bull bull l

l i I

bull

l

i bull

F508EG)

c I

tJ

BAR

F801E

F502E

F603E

F504E

F505E

F506E

F507E

F508E

F809E

F510E

QTY

451

226

490

144

48

96

48

32

226

226

BILL OF ReNFORCEMENT

LENGTH SHAPE LOCATION

amiddot-1middot BENT WALL BF - VERTICAL

J-8 BENT WALL FF - VERTICAL

11-6 STRT FOOTING - TOP amp BOTTOM

27-6 STRT FOOTING - TampB LONG

27-10middot STRT FOOTING - TampB LONG

28-10 STRT WALL - HORIZONTAL LONG

22middot-omiddot STRT WALL = HORIZONTAL LONG

5-4 BENT WALL - HORIZONTAL CORNER

7-7 STRT WALL BF - VERTICAL

7-7 STRT WALL FF - VERTICAL

TOTAL REBAR WEIGHT 35116 LBS

~-- middot--~~-middot t- middot---middot--

bull

9531 W 78th St Ste 100 Eden Prairie MN 55344 952-929-7854

infowheeler1892com wheeler 1892com

[Meeler]

CONCRETE DETAILS OWN WEH

CHK LAF

DATE 62220

TRACKING ORDER

T20210D 680-14681

SHEET NO

4

tl 11 u g----g-- ~ B Iii El [] 0 H J

WALL POST -

0 El 11 U--11 ti 11 ~

~ I

I

J ~

I

CE

Cia

a

I a ltO

WALL POST

c

eamp

-

J J

I

OJ -

II

a I

-i-copygt

~

J

J

~ Cl

d J

a I

C ltO

C

fI f] rJ [i] Iii r1 A f1

WALL PosrL ~ Iii fJ Iii n Iii A A

ca

Cl

i

f

I

ltO I

4-o 18 4- o = 72middot-omiddot 4- 0

80 -0 SIDEWALL

POST PLAN

[Wlie~ler]

license expires 11-30-~middot-fgt 1 -

POST PLAN TRACKING ORDER 9531 W78th St Ste 100 OWN WEH

Eden Prairie MN 55344 T20210D 680-14681 952-929-7854 CHK LAF

SHEET NO infowheeler1892com DATE 62220 wheeler 1892 com 5

0

1middot-0middot

t WALL bullr

]

J

J

sect

1 middot-0middot 14

In TOP OF WALL TOP OF WALL

lto

(2) 11 X 5 X 38 X 0-8 BENT PLATES

bullmiddotr

(1) TO WALL (1) CONCRETE STRONG WASHER

11 X 5 X 38 X 0-8 BENT PLATE ATTACH ATTACH TO WALL POST WITH (4) 34 X 8 POST WITH (4) 34 X 6 HEX LAGS WITH MACHINE BOLTS WITH (2) 34 CUT WASHERS EA J4 CUT WASHERS EA ATTACH BENT PLATE TO ATTACH EA BENT PLATE TO CONCRETE WALL WITH

WALL WITH (1) 58 X 7 SIMPSON (1) 58 X 7 SIMPSON STRONG BOLT WEDGE BOLT WEDGE ANCHOR WITH (1) 58 CUT ANCHOR WITH (1) 58 CUT WASHER MIN MIN EMBEDMENT 5 18 FIELD DRILL EMBEDMENT 5 18 FIELD DRILL

6 X 14 WALL POST

CONCRETE WALL (1) 8 X 5 X 38 X 0-4 BENT PLATE ATTACH TO WALL POST WITH (1) 34 X 8 HEX LAG WITH (1) 34 CUT WASHER EA ATTACH BENT PLATE TO CONCRETE FOOTING WITH (1) 58 X 7 SIMPSON STRONG BOLT WEDGE ANCHOR WITH (1) 58 CUT WASHER EA MIN EMBEDMENT 5 18 FIELD DRILL

2middot (1) 34cent HOLE

NOTES ----(1) J4cent HOLE (i) SHOP CHAMFER POST 1 X 1 ON FOOTING SIDE amiddot TO ACCEPT CONCRETE CHAMFER AT WALL TO

FOOTING INTERSECTION 2middot 4bull 2middot

(1) 516cent HOLE

4bull

h 38 -~ bull bull

38 ~

HOLES (4) 7ad license expires 11-30-1-9 ~ $ bull qr5

It) m~~d POST FOOTING DETAILS (1) 516cent HOLE

1middot-0middot 14

In

CONCRETE WALL

WALL POST o CORNER CONNECTION

TYPICAL WALL POST CONNECTION

BOTTOM OF WALL POST TOP OF WALL POST BENT PLATE QETAL BENT PLATE DETAIL

ASTM AJ6 HDG A12J ASTM A36 HOG A123 (IVbeeler] 5 7 ~ REQUIRED 112 - R[OUIR[D

TRACKING ORDER 9531 W78th St Ste100 OWN W[H Eden Prairie MN 55344 T202100 680-14681 952-929-7854 CHK LAF

SHEET NO infowheeler1892com

wheeler I 892com DATE 62220 6

bull bull bull bull bull bull bull

NAIL THE MIDDLE OF THE PLYWOOD PANELS TO EACH WALL PLANK (ABOVE

CONCRETE WALL) WITH (2) 6D RS NAILS __ --+-+----ashy(A VERTICAL COLUMN OF NAILS 6 OC

UP THE MIDDLE OF THE PANEL) NAIL FROM OUTSIDE OF STRUCTURE

14

TOP PLATE amp

12middot

4 X 8 PLYWOOD PANEL JOINT 4 X 8 PLYWOOD PANEL JOINT

16d RS NAILS 6 ~ bull --+--J---~~

OC AT ALL PLYWOOD I I I I EDGES NAIL FROM INSIDE~middot 1 t I

STRUCTURE I I I bull middot I 1 bullbull 1 1 bullbull 1 I I I I I I I I I I 1-- I

I I I I I I I I 1bullbull1 [bullbullI

I I I I

--~-L ------ -~~---1 bullbull 1 1 bullbull 1

CONCRETE WALL I I I I OVERHANG

_ ___ 12 COX TREATED PLYWOOD FULL HEIGHT

2 X 4bull BLOCKING S4S -__ ___ 2 X 4 FILL HEIGHT MARKER S4S

I I I I

I I I I Ibull I lbullbullI --~-r -- -middot- -T~--- 6 X 14 POST (TYP)-----J bull l I I

6 X 14 POST (1YP)_______i I I I

I I I

I I I I I I I I I I I I I I -- - ----- I 1-- - lmiddotmiddotl ibullbulli

WALL PLANK--- I I I I 1 bullbull 1 1 bullbull 1

I I I I [ I I I

--~-~-- - -- ---+~- - -I I I I

I I I I I I lbullbull i ---r-- - - ----T- 1 bullbull 1

2 X 4 BLOCKING 2 X 4 BLOCKING S4S bull bull 1 __ 1

S4S GROUND LINE GROUND LINE

__J --~ f========~ F== I I I I I I I I I I I I I I I I

TYPICAL WALL PLXWQQD NAILING DETAIL TYPICAL WALL PLXWOOD NAILING DETAIL VIEWING FROM OUTSIDE OF STRUCTURE VIEWING FROM INSIDE OF STRUCTURE

APPROXIMATELY (32) NAILS WALL PLANK NOT SHOWN FOR CLAR1Y

(PLYWOOD PANELS BETWEEN POSTS) APPROXMA TEL Y ( 40) NAILS PER PLYWOOD PANEL

C)

I C)

Lu r ffi OJ() ~ a ()

0~ i5 i2 () f s J 6 X 14 POST-----1 i

0

I

in

12

WALL

f ffifj~ () () Zz

Q ~f 6 X 14 WALL I~~ 0

Q() [J ()i5 POSTS (1YP) ~e 12 COX TREATED Cle Lu Cj

Lu OJ ]2 PLYWOOD a ~ az G OJa ~ s l Q

CJ f l ~ ~ ~a 2 X 4 t5 ~ vj () BLOCKING S4S CONCRETE WALL rJa I Q J -- 0 jG~ () G-J- r

-~--~ ~ ~c SECTION A-A 2 c~ J Lu C) J _I ~

~ OVERHANG PLYWOOD J

ON CONCRETE WALL

CONCRETE WALL I------=---- - - - - middot-

6 X 14 WALL POSTS (1YP)

7 (f WALL TO (f FOOTING

12 CDX TREATED PLYWOOD 2 X 4 BLOCKING S4S ATTACH TO BLOCKING WITH 16d TOE NAIL TO POSTS WITH

12middot-omiddot

FOOTING (D RS NAILS 4 OC (2) Od NAILS (D SECTION o SIDEWALL

LOADWALL SIMILAR WALL POST FILLER DETAIL PLACE BETWEEN POST AT TOP

OF CONCRETE WALL

tK2IE G) BLOCKING amp PLYWOOD TO BE INSTALLED

BETWEEN EVERY WALL POSTS

16d RS NAIL 6 OC

4 X 14 TOP PLATE SIS (J 12)

T -r - - - - - --- -------- T

1 I I I I I I I I I 1 1

I I --__--1----1-__ 4 X 8 PLYWOOD PANEL I I I PLACED TO TOP OF TOP PLATE I I I I I I I I I I I f-gt---6 X 14 POST I I I I I I I I I I I I I I I

I ___ _J_-J- --16d RS NAIL 6 OC I 1

I I I I

J L

---------L--L-- 2 X 4 BLOCKING S4S

PLXWOOD CONNECTION TO TOP PLATE AT SIDELQADWALL

VIEWING FROM INSIDE OF STRUCTURE ABOVE WALL PLANK

9531 W 78th St Ste I 00

Eden Prairie MN 55344 952-929-7854 infowheelerl892com wheeler 892 com

-- TYPJCAL-SECTON O WALL OWN WEH

CHK LAF

DATE 62220

TRACKING ORDER

T2D2I0D 680-14681

SHEET NO

7

PREBUILT INTERIOR TRUSS 2 CENTERS

SPACED

PREBUILT STRUCTURAL------shyGABLE END TRUSS

4 X 14 TOP PLATE S1S (3 12)~ V

-PRE GABLE T

PLYWOOD EXTENDS HEIGHT OVER TOP

BUILT RUSS

TO FULL PLATES

=L=-1~deg1r=~--et-=-L-=-f11- ~_----tn-=-=-L--=-1-f--=-~--i-r=-___-=f~l=-___=-1f=F-_-_~_~-=l-li-~=~1t-l~--L=-1f---=-~--lr-~=7-rl-n=~=-f cc_=_L_ --_-~f---=-~---f--=-~-=-rfn=-=-L--=--f--=-~-~1L-=--1_c =p===9 F===9 F===9 F===9 F===9 p===9 F==== f====19====9 F===9 F===9 F==== F==== F==== F===9 F==== F==== F===9 F==== p=-=9

1

bull X bull POST (TYP) I I I I I I 6 14 __ __I 11 11 I I I I II I I 11 II I

WALL PLANKING

I

I I I 11 I 11 11 I I 11 I I I

I

I 11 11 I

(TYP)--t--+~~__r_----1 1 ------ 1 1 1

1 I r

1 I I

I I I I

I I II I

I I

I I I

I --

I I I I I I [--- L = _1- - ----1i_

BOTTOM EDGE OF BURIED WALL PLANKINGPLYWOOD----~

SIDEWALL SHEARWALL NOTES PLACE PLYWOOD VERTCALLY

ALL ADJACENT PLYWOOD PANEL EDGES SHALL BE FASTENED TO EITHER COMMON FRAMING OR COMMON BLOCKING_

NAIL PATTERN SHALL BE AS SHOWN IN PLYWOOD NAIL DETAIL SHEET 7

PLYWOOD HORIZONTAL JOINTS OVER WALL PLANKING SHALL BE AT LEAST 1 (PREFERBAL Y 2 OR 3 ) FROM THE EDGE OF THE BOARD TO ALLOW NAILING BOTH PANELS OF PL YWOOO TO THE SAME JOINTS ARE TO BE NAILED FROM THE OUTSIDE OF REQUIRED CONCRETE WALL

NAIL THE MIDDLE OF THE PANELS TO EACH WALL RS NAILS (A VERTICAL COLUMN OF NAILS 6 OC THE PANEL) NOT REQUIRED CONCRETE WALL

THE MIDPOINT OF ALL PANELS NOT AGAINST WALL FASTENED TO BLOCKING USE 16d RS NAILS

BOARD THESE THE BUILDING NOT

PLANK WITH (2) 6d UP THE MIDDLE OF

PLANKING $HALL BE 6 OC

I I

I I 11

I I I I I I I II II I II I I I I I I II I I II

I I I I I I I I I I I II II II II I II I I I I I I I I I I I II II I II I II

11 I I II II I I II II I I II II I I II 11 I I II 11 I I II I I I I II I I I I II 11 I II II 11 I 11 11 Ill I I I I I I

-H- - --l - - +- - -H- I I I I II I I

I I I I I I I I i I I I I I I I

I I I I I I I 11 II II II

I I I I

[_ r c=~c-=-=- -i I I I I I I I I I I

LL - _1- - ---1i_ - LL - _i 1- -

II II 11 I 11 II II 11 I 11 II II 11 I 11 II II 11 I 11 II II 11 I 11 II II 11 I 11

I II 11 I 11 I I I 11 I 11 I II 11 11 11 I 11 11 11 11

Ill Ill I I 11 II I I

- ~ - - +- - --j r - --l - - +- - -H- -I I I I I I I II I I I I I I I II I I I I I I I I I II I I I I I I I I I I I I I I I I II II II II II I I

j J _JL _Ji _j

I I I I I I I I I I II ---1i_ - LL - _i1- - ---1i_ - LL - _1- -

SIDEWALL VIEWING FROM INSIDE STRUCTURE

APPROXIMATELY (120) PCS PLYWOOD PANELS FOR (2) TOTAL SIDEWALLS

I I I I I I I I II II II II I I I I I I I I II II II II

11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 I 11 I I 11 I 11 11 11 I 11 11 11 I 11 11 Ill Ill Ill I I

-+ - - - - ---l f--- - --l - -II I I I I I I I I I I I I I I I I I I I I I I I I I I II I II II I I I I I I

middot

I I II I I I I ---1i_ - u - _I_J_ - ---1i_ -

I I I I II II I I I I I II

11 11 11 I I 11 11 11 11 11 11

I I I I

I 2 X 4 BLOCKING S4S MIDPOINT amp EDGES ~--1---0F PLYWOOD ABOVE WALL PLANKING TOE NAIL

1 TO EA POST WITH (3) 16d RS NAILS I

12 CDX TREATED PLYWOOD PLACED _ __ VERTICALLY FULL HEIGHT USE 16d RS NAILS

I 6 OC ALL EDGES SEE PLYWOOD I ATTACHMENT DETAILS SHEET 7

II I I I r - -H- - + I I I I ~---Hr------ 2 X 4 BLOCKING I I I I I I I I II I I I I I I L___ CONCRETE WALL II II I 11 I I I rr_ - _j r- - _-=-r I I I I I I I u - _l_j_ - --1 J_ - J--- coNCRETE FOOTING

S4S

license expires 11-30-~pound~poundgt

SHEARWALL DETAILS THE VERY BOTTOM OF THE PLYWOOD SHALL HAVE 2 X 4 BLOCKING 9531 W 78th St Ste 1 00 BETWEEN POSTS EVERYWHERE INCLUDING WHERE THERE IS WALL

Eden Prairie MN 55344 PLANKING 952-929-7854

PLYWOOD PANELS SHALL BE 4 X 8 EXCEPT AT BOUNDARIES AND AT infowheeler1892com ( Vhe~ler) GABLE TRUSS WHERE THE MINIMUM DIMENSION SHALL BE 24 wheeler 892com

OWN WEH TRACKING

T20210D

ORDER

680-14681 CHK LAF

SHEET NO

8 DATE 62220

- --1 ---- if

12 i 1

4b= ~ FULL~ ~I

I I I I I 11 I I

I I 11 I I

11-- ~ OF NAILS UP THpound MIDDLE OF THE SHEET) I ~ Spoundpound SHpoundET 16 FOR LAYOUT amp QUANTITpound5

I I ~ I i i t=r r= r CREBUILT GABLpound TRUS

I 1 L Ir=

I I I I I I I I I I I I I I I I I I I I

S

- 11 11 TF---~ Ibull1=9 p==9 p====i p====i p====i p====i p====i

11 11 11 11 11 11 111 11 11 11 11 11 111 11 11 11 11 11 11 11 I I 11 11 11

11 11

11 11 11 11 11 I I 11 11 I I I I I I 1

11 11 11 11 11 11 11 11 11 11 11 11

r

r

I I I

r 11 11 11 11 11

I I

I I I I I I I I 11 I I I

I I I I I I I I I I I I I

I I I I I I I I I I I

l-J1- __ u_lt- __ __ ____ w

(TYP)--+----__=t-+t--------1----+t----+-----

1~ Tl l=----I Tl i

p====i p====i p====i p====i p====i p====j p====i p==9 F= 1 11 11 11 11 11 11 11 11 1 11 11 11 11 11 11 11 11 I 11 I 11

I 11 I 11

I 11 I I I 11 I 11 I 11

11 11 11 11 11 I 11 11

11 I 11 11 11 I 11 11 11 I 11 11 11 I 11 11 11 I 11 11 I I 11 11 I I 11 11 I I 11 I

11 11 11 11

11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11

11 11

11 11 11 11 11 I I 11 11 l I 11 I I I I I 11 11 11

I 11 I I 11 I 11 11 11

I I 111 I I I I I I I

~ -~if---+ --i-----n---- --t-----H--+-1 I

I IJI I I I I I 11 11 I I 1

I ill I I I I I I I I I I 1 I I I I I

I I _q ____ iIJ---+----+-----+------+1------+-I--H

(pound STRUCTURE __J - I 58 COX GROOVED PLYWOOD USpound 16d RS NAILS 6 OC __ __ AT ALL EDGES NAIL THpound MIDDLE OF THE SHEIT TO TRUSS ------ I ~ r ~ --FRAMING WITH 16d NAILS AT 12middot oc (A VERTICAL COLUMN

AT GABLpound TRUSS ONLY

PLYWOOD poundXTpoundNDS TO HEIGHT OVpoundR TOP PLATpound$ 4 X 14 TOP PLATpound

SIS (3 12)

2 X 4 BLOCKING S4S MIDPOINT amp EOGpound$ 6 X 14 POST (TYP)-- -+---+--+--OF PLYWOOD ABOVE WALL PLANKING TOE NAIL

TO EA POST WITH (3) 16d RS NAILS

12 COX TREATED PLYWOOD PLACED f---++-1t---+--VpoundRTICALLY FULL HEIGHT 5poundpound PLYWOOD

ATTACHMpoundNT DETAILS SHEET 7

WALL PLANKING

2 X 4 BLOCKING S4S

---- -----IJ L middot middot __J L middot1 L - ~ r _ _J L TL __ J rmiddot- JI Ii 1 1 I I I I I I I I f I 1 I

L - - L=- Jl = _J l__ = u = = u_ = _J l__ = Jl = = u = ~ = lJ = = u = _J L_ = _1 ==LL= _J L_ = LL -= _l =-~ LQADWALL

VIEWING FROM INSIDE STRUCTURE APPROXIMATpoundLY (48) PCS PLYWOOD PANpoundLS FOR

TOTAL OF (1) LOADWALL

LQADWALL SHEARWALL NOTES PLACE PLYWOOD VpoundRTICALL Y

ALL ADJACpoundNT PLYWOOD PANEL EDGES SHALL BE FASTpoundNED TO EITHER COMMON FRAMING OR COMMON BLOCKING

NAIL PATTERN SHALL Bpound AS SHOWN IN PLYWOOD NAIL DETAIL SHpoundpoundT 7

PLYWOOD HORIZONTAL JOINTS OVER WALL PLANKING SHALL 8pound AT LEAST 1 (PRffERBALY 2 OR 3) FROM THpound EOGpound OF THpound BOARD TO ALLOW NAILING BOTH PANpoundLS OF PLYWOOD TO THE SAMpound BOARD THESE JOINTS ARpound TO 8pound NAILpound0 FROM THE OUTSIDE OF THpound BUILDING NOT R[QUIRpound0 CONCRITE WALL

NAIL THE MIDDLE OF THpound PANpoundLS TO EACH WALL PLANK WITH (2) 6d RS NAILS (A VERTICAL COLUMN OF NAILS 6 OC UP THpound MIDDLE OF THE PANpoundL) NOT RpoundQUIREO CONCRETE WALL

THE MIDPOINT OF ALL PANpoundLS NOT AGAINST WALL PLANKING SHALL 8pound FASTENpound0 TO BLOCKING USpound 16d RS NAILS 6 OC

THE VERY BOTTOM OF THpound PLYWOOD SHALL HAVpound 2 X 4 BLOCKING BpoundTWEEN POSTS EVERYWHERE INCLUDING WHpoundRpound THERE IS WALL PLANKING

PLYWOOD PANELS SHALL 8pound 4 X 8 poundXCpoundPT AT 80UNDARlpoundS AND AT GABLpound TRUSS WHERE THpound MINIMUM DIMpoundNSION SHALL BE 24

9531 W78th St Ste 10D Eden Prairie MN 55344 952-929-7854 infowheelerl892com wheeler 892com

[Meeler] SHEARWALL DETAILS

OWN WpoundH

CHK LAF

DATpound 62220

TRACKING ORDER

T2021 OD 680- 14681

SHpoundET NO

9

PREBUILT INTERIOR TRUSS SPACED 2 CENTERS

PREBULT STRUCTURA~____ GABLE END TRUSS

4bull X 14 TOP PLATE S1S (3 12)~

6 X 14 POST (TYP)---

5 ROWS 2 X 12 WALL PLANKING S1S1E (1 58 X 11 58 ATTACH TO POSTS WITH (2) 20d RS NAILS -

EA INTERSECTON (TYP)

I I 8

11 I I amiddot

I I I 8

11 I I 8 middot

1 16

I I 16 I I 11 11 11 11 11 I I 16 11 11

i6 1 I I 11 ii I I I I 16 I I ii I I 16 I I 11 11 11 II I I I 15middot I I 11

16

16 11 11

16 I I

16 11 11

16

16 111 11 11 11 11 16 11 11 1 I I 16 11 I I I I 11 11 I I 16 11 Ill

I

15

16

16

16

11 11 16 I I 11 111 11 11 16 11 11 11 16 11 11 11

16

11 11 16 I I 1 11 11 11 11 11 16 11 I I I I 16 I I 11 11

1 16

16 111 11 16

I

11 16 11

I 16

11 11

11

16 11 11

16 I I

11 16 11

111 16

1-E---PREBUL T GABLE TRUSS

e===

~ __2 X 4 BLOCKING S4S

amiddot

11 I amiddot 11 I

B I I I

SEE WALL PLANK NAILING 11

DETAIL THIS SHEET 0 I I I

11 ROWS 3bull X 12 WALL PLANKING S1S1E (2 58 X 11 58 ATTACH TO POSTS WITH (2) 60d RS NAILS -

I I I smiddot I I I I I I 16 I I I I I I I I smiddot I I I I I I I I I 15 I I I I I I I I 16 I I I Ii 8 I I I

EA INTERSECTION (TYP)

i I I I

I I I I I 16 I I I I I I I I 15middot I I Ill I I I I 15middot I I I I I I I I 16 I I I I 1 1 15 I I I I I J

tt====j1~bull=2a=middot ===tr 11t ==~~=ibull =====j~===1eimiddot ==tbullt=====~

1 I~ 1 ==~==j

1j1======c~==15middot== =====~~ 11 bull==~~==~~=====t 1 ~ 1=15middot===~~======~~==~==

1 =====~~=1~5middot===jj=====~~===~amiddot=bull ==+==~j__f_ 2 X 4 BLOCKING S4S

11 II 16 II ill II 11 16 11 11 16 II 16 1 I I 16 I I amiddot I I I I I I 16 I I I I I I I I 16 I I I I I I I I 16 I I I I I I I I 16 I I I I smiddot I I I l___CONCRETE WALL I I I I 16 I I I I I I I I 16middot I I I I I I I I 16 I I I I I I I I 15middot I I I I 15middot I I I I I I 1 amiddot I 15 15

1 1 smiddot 11 15middot 1 1 I smiddot 1

~ _ti ~-------1 I-~~~=+=~middot= rp~~-4T~~~i lb===~ t~~~-i--~~~-t ~ = = =-~~~~-~-11~~[~-+ F ===middotff ~ ~ ---if-~~-~=== Jg= f~~__~ff-~~~T F = = 1g -------r-- - - -11 LI t L - --- -- - _LJ - - LL - ___J -- - _LJ - - LL - --- -- - _LJ - - LL - --- -- - _LJ - - LL - ___J -- - _LJ - - LL - --- -- - _JJ - - LL - __J -- ~ - - J----CONCRETE FOOTING

~--- -------------------------------------------- ~- ---

4-0 18 4-o = 72-o

SIDEWALL fRAMING VIEWING FROM INSIDE STRUCTURE

PLYWOOD INSTALLED BEFORE WALL PLANKING PLYWOOD NOT SHOWN FOR CLARITY

BOTTOM EDGE OF BURIED _____ __ WALL PLANKINGPLYWOOD

4-o

M2m (D TOP PLATE SPLICE SHALL BE LOCATED

WITHIN THIS ZONE EXCEPT SHALL BE 1 (MIN FROM FACE OF ROOF TRUSS

lu (_)

~ e 4 38 (MIN TYP J-----------

I bull I I l--5 X 12 POST I bull I

STAGGER SPLICES 4 38 (MIN TYP

4 X 14 X 3-4 SPLICE

2 12 (MIN TYP

4 38 (MIN TYP)

2middot-0middot 2middot-0middot

t ~ s i i gt-(2) NAILS (TYP)

Ibull I I I I bull I

PLATE S1S (3 12)

TOP PLATE ROOF TRUSS 0

0

POST

-~ 00

00

bull ~(4 NAILS (TYP) 1Y-I I I I I bull I

WALL PLANK NAILING DETAIL

ATTACH TOP PLATE SPLICE WITH (10) 58 X 9 MACHINE BOLTS WITH (2)

58 HS CUT WASHERS EA SIDEWALL FRAMING

SIDEWALL TOP PLATE SPLICE rw ELEVATION SIDEWALL TOP PLATE rw PLAN

[Wheeler] 9531 W78th St Ste100 OWN WEH TRACKING ORDER

Eden Prairie MN 55344 T20210D 680-14681 952-929-7854 CHK LAF infowheeler1892com SHEET NO

wheeler 892com DATE 62220 10

A 11 STRUCTURE -----

1113

-----12 -~

4i---- LOADWALL TOP PLATE SPLICE~- -i

4bull X 14 TOP PLATE ~ri I C SIS (3 12)

5 ROWS 2 X 12 WALL SIS1E (1 58 X 11 TO POSTS WITH (2) 20d RS

EA INTERSECTON

9 ROWS 3 X 12 WALL SIS1E (2 58 X 11 TO POSTS WITH (2) 60d RS

EA INTERSECTION

6 X 14 POST (TYP)--

PLANKING 58) ATTACH

NAILS -(TYP)

PLANKING 58) ATTACH

NAILS -(TYP)

2-6

I I I I

bullI== == =bull t---++--+--+--2 X 4 BLOCKING S4S

== = 10middot 16 16 1smiddot

11 I I 11 18 11 I I 16 11 I I I 16 11 11 10 I I 11 11 I I 10middot 11 11 11 16 11 11 11 11 16 11 11 11 1B 11 11 11 11 I I 11 18 11 Ill 11 11 16 IJI Ill 11 11 16 I I 11 10middot I

I I I I 10middot 111 I I I I 16 I I iii 1 I I 16 I I ii I 18 I I 11 11 11 11 11 18 11 11 11 11 11 11 11 11 11

J-6 12 4-0 = 48-Q J-6 2-6

16 16 11 10middot I I 11 I I I I 10 Ill I I 11 15 11 i11 1 11

I I I 1 15 15 ii 18

11 16 11 11 I I 18 I I 11 r SEE WALL PLANK NAILING ---i-r-----t-------i----11-------i--t----r1r-----rtt-------t-rt-ti----H----t+-------t--t-----m---t-t-~-----t-~-t-~-t1---1t--1---0ETAIL SHT12

11 11 11 11 11 11 11 10

10

16

11 11

11 11 11 11 10middot

11 I I

I I I I 10 I I I

11 11 16 11 11 11 16 11 11 11 11 18 I 11 11 11 16 11 11 I I 11 16 11 11 10middot I I 11 i 1 11 18 11 11 11

---11-_lL __ Jll_--------1L __ lL___11l1 __ _il4 _ _Ju_ __ JL 11 _ 111

I ___LL_---JlL-il __ ~~ITl __ 2 X 4 bull BLOCKING S4S I

16

I 16

11 16 11 11

16 1a I

11 I I 16 I I I 10 I I 11 11 16 11 11 11 18 11 11 11

I I 18 11 11 I I I I 16 I I 11 11 16 11 11 10 I 11 r------ CONCRETE WALL

LOAQWALL FRAMING VIEWING FROM INSIDE STRUCTURE

PLYWOOD INSTALLED BEFORE WALL PLANKING PLYWOOD NOT SHOWN FOR CLARITY

4 J8 (MIN TYP)

2 12 (MIN TYP) 4 X 14 X 3-4 SPLICE

PLATE S1S (3 12) 2 12 (MIN TYP) ATTACH TOP PLATE SPLICE WITH

2middot-0middot 2-0

(16) 58 X 9 MACHINE BOLTS WITH TOP PLATE 4 38 (MIN TYP)

(2) 58 HS CUT WASHERS U

00 00 00 0 II

POST II

II 00 00 00 00 - OUTSIDE OF BUILDING bull P s_c

TOP PLATE ~ LOADWALL FRAMING LQAQWampL IQE PLAIpound ELAN 9531 W 78th St Ste 100

DOORWALL SIMILAR LQAQWALL IQE PLAIpound SPLICE ELEVATION DOORWALL SIMILAR

Eden Prairie MN 55344 952-929-7854 infowheelerl892com wheeler 892 com

(Wheeler]

II

OWN WEH TRACKING

T202100

ORDER

680-14681 CHK LAF

SHEET NO

11 DATE 62220

A 11 STRUCTURE -----

1113

-----12 -~

4i---- LOADWALL TOP PLATE SPLICE~- -i

4bull X 14 TOP PLATE ~ri I C SIS (3 12)

5 ROWS 2 X 12 WALL SIS1E (1 58 X 11 TO POSTS WITH (2) 20d RS

EA INTERSECTON

9 ROWS 3 X 12 WALL SIS1E (2 58 X 11 TO POSTS WITH (2) 60d RS

EA INTERSECTION

6 X 14 POST (TYP)--

PLANKING 58) ATTACH

NAILS -(TYP)

PLANKING 58) ATTACH

NAILS -(TYP)

2-6

I I I I

bullI== == =bull t---++--+--+--2 X 4 BLOCKING S4S

== = 10middot 16 16 1smiddot

11 I I 11 18 11 I I 16 11 I I I 16 11 11 10 I I 11 11 I I 10middot 11 11 11 16 11 11 11 11 16 11 11 11 1B 11 11 11 11 I I 11 18 11 Ill 11 11 16 IJI Ill 11 11 16 I I 11 10middot I

I I I I 10middot 111 I I I I 16 I I iii 1 I I 16 I I ii I 18 I I 11 11 11 11 11 18 11 11 11 11 11 11 11 11 11

J-6 12 4-0 = 48-Q J-6 2-6

16 16 11 10middot I I 11 I I I I 10 Ill I I 11 15 11 i11 1 11

I I I 1 15 15 ii 18

11 16 11 11 I I 18 I I 11 r SEE WALL PLANK NAILING ---i-r-----t-------i----11-------i--t----r1r-----rtt-------t-rt-ti----H----t+-------t--t-----m---t-t-~-----t-~-t-~-t1---1t--1---0ETAIL SHT12

11 11 11 11 11 11 11 10

10

16

11 11

11 11 11 11 10middot

11 I I

I I I I 10 I I I

11 11 16 11 11 11 16 11 11 11 11 18 I 11 11 11 16 11 11 I I 11 16 11 11 10middot I I 11 i 1 11 18 11 11 11

---11-_lL __ Jll_--------1L __ lL___11l1 __ _il4 _ _Ju_ __ JL 11 _ 111

I ___LL_---JlL-il __ ~~ITl __ 2 X 4 bull BLOCKING S4S I

16

I 16

11 16 11 11

16 1a I

11 I I 16 I I I 10 I I 11 11 16 11 11 11 18 11 11 11

I I 18 11 11 I I I I 16 I I 11 11 16 11 11 10 I 11 r------ CONCRETE WALL

LOAQWALL FRAMING VIEWING FROM INSIDE STRUCTURE

PLYWOOD INSTALLED BEFORE WALL PLANKING PLYWOOD NOT SHOWN FOR CLARITY

4 J8 (MIN TYP)

2 12 (MIN TYP) 4 X 14 X 3-4 SPLICE

PLATE S1S (3 12) 2 12 (MIN TYP) ATTACH TOP PLATE SPLICE WITH

2middot-0middot 2-0

(16) 58 X 9 MACHINE BOLTS WITH TOP PLATE 4 38 (MIN TYP)

(2) 58 HS CUT WASHERS U

00 00 00 0 II

POST II

II 00 00 00 00 - OUTSIDE OF BUILDING bull P s_c

TOP PLATE ~ LOADWALL FRAMING LQAQWampL IQE PLAIpound ELAN 9531 W 78th St Ste 100

DOORWALL SIMILAR LQAQWALL IQE PLAIpound SPLICE ELEVATION DOORWALL SIMILAR

Eden Prairie MN 55344 952-929-7854 infowheelerl892com wheeler 892 com

(Wheeler]

II

OWN WEH TRACKING

T202100

ORDER

680-14681 CHK LAF

SHEET NO

11 DATE 62220

PREBUILT STRUCTURAL GABLE TRUSS

4 X 14 TOP PLATE S1S (3 12

6 X 14 POST (TYP)

5 ROWS 2 X 12 WALL PLANKING S1S1E (1 58 X 11 58) ATTACH TO POSTS WITH (2) 20d RS NAILS

EA INTERSECTION (TYP)

9 ROWS 3 X 12 WALL PLANKING S1S1E (2 58 X 11 58) ATTACH TO POSTS WITH (2) 60d RS NAILS

EA INTERSECTION (TYP)

~ C = = Li-I ___ ~ ____ _ ___________ ___60=---o=--middot-------- --------c---~ il_J = = r cONCRm roonNG

OPEN END FRAMING VIEWING FROM INSIDE STRUCTURE

license expires 11-30--E middot2 9

OPEN END FRAMING TRACKING ORDER 9531 W78th St Ste100 OWN WEH

Eden Prairie MN 55344 T20210D 680-14681 952-929-7854 CHK LAF

SHEET NO infowheeler1892com wheeler 1892 com

[Wheeler] OATpound 62220 12

GABL[ TRUSS

58 CDX GROOVED 2middot X 4 CONT BLOCKING S4S TREATED PLYWOOD

ATTACH TO TOP PLATE WITH 116 X J STRUCTURAL LAG SCREWS 18 CTRS

UPP[R CHORD GABLE TRUSS

12 CDX PLYWOOD----bull 6 X 14 POST GABLE TRUSS VERTICALS

58 CDX GROOVED TREATED PLYWOOD DETAIL B

Sff DETAIL B

12 CDX TREATED PLYWOOD FULL HEIGHT Sff __ _____

SHEU 7 FOR ATTACHMENT

_~--12 PLYWOOD 2 X 4 FILL H[IGHT MARKER S4S

WALL PLANK _ ___ ____

6 X 14 LOADWALL POST

__ __ 6 X 14 X 21-11 12 WALL POST

6 X 14 SIDEWALL POST

2 X 4 S4S VERTICAL NAILER (FULL HEIGHT OF BUILDING)

ATTACH TO WALL PLANK WITH (2) 20d 24 CTRS

~ CORNER DETAIL

AT SIDEWALLLOADWALL

SECTION 9 LOADWALL iii SIDEWALL SIMILAR

license expires 1 i-30-~ = 2-E

SECTION O WALLS TRACKINGI ORDER 9531 W78th St Ste 100 OWN WEH

Eden Prairie MN 55344 T2021 OD 680-14681 952-929-7854 CHK LAF

SH[IT NO infowheeler1892com wheeler 892com

[Wheeler] DATE 62220 13

GABLE

4 X 2-3

2 X 4 CROSS BRACING S4S I

2 X 4 bull CROSS BRACING BLOCK S4S CUT TO

LENGTH IN THE FIELD

ATTACH CROSS BRACING TO CONTINUOUS BRACING WITH

ATTACH WITH

TO

38 2middot-0 = 76-0 (ROOF TRUSS SPACING) 2middot-0middot 2-0

22middot I I t

-f--------TOP PLATE

A

= 0 LENGTH

I

b

I

0

I

0

I

1 I I 1 1111111 I I I I I I I I I I I I I I 1

20middot-omiddot 20middot-omiddot

2 X 4 X J -0 BLOCK S4S TO CROSS BRACING

( 4) 1 Od RS NAILS I

TOE NAIL CROSS BRACING BLOCK UPPER ROOF CHORD WITH (2)

1 Od RS NAILS I

ATTACH CROSS BRACING TO STRUCTURAL BLOCK WITH (4) 16d RS NAILS ENO TRUSS

TRUSS ct TOP PLATE LAYQW

20-Q 20middot-o

GABLE END TRUSS

1-t--t--lNTERIOR ROOF TRUSS

2 X 4 CONTNUOUS BRACING S4S 2 X ATTACH TO THE BOTTOM SIDE OF

SPLICE PLATE S4S THE BOTTOM CHORD OF TRUSSES (4) 16d RS NAILS

WTH (2) 16d RS NAILS EA TRUSS

II SECTION A-A

[Wbeelef]

NOTES PROVIDE 3 X BRACES PER CONTINUOUS BRACE SPACE EQUALLY ON BUILDING LENGTH AVOID TRUSS BRACE SPLICE

WIDTH (W) SHALL APPROXIMATELY EQUAL HEIGHT (H)

FIELD CUT TOP PLATES AS NEEDED SEE SHEETS 10 amp 11 FOR TOP PLATE SPLICE DETAIL

Q) PROVIDE 2 X 4 BLOCK BETWEEN BRACE WHEN (L) EXCEEDS 7FT

license expires 11-30-~ pound ipound

ROOF FRAMING 9531 W7Bth St Ste100 OWN WEH TRACKING ORDER

Eden Prairie MN 55344 T20210D 680-14681 952-929-7854 CHK LAF infowheeler1 892 com SHEET NO

wheeler 892com DATE 62220 14

reg

GABLE END TRUSS

TRUSS

2 X 4bull X 16-obull (S4S) CONTINUOUS WEB BRACING FASTEN TO WEBS WITH (2) 16d RS NAILS AT EA INTERSECTION OVERLAP BRACING 2

TRUSS

n WEB

2 X 4 CONTINUOUS BRACE

OVERLAP DETAIL CONTINUOUS BRACE AT WEB

INTERIOR TRUSS

~ STRUCTURE---30-t

TRUSS DIAGONAL -9m--2middot X 4 (S4S) T BRACE

TRUSS TOP CHORD STRUCTURAL GABLE END TRUSS

G) T BRACE LOCATION - STRUCTURAL GABLE TRUSS 2 X 4 X 12-0 (S4S) T BRACE ATTACH TO DIAGONAL WITH 16d NAILS AT 8 CENTERS reg T BRACE LOCATION - GABLE TRUSS T BRACE MUST COVER 90 OF DIAGONAL

TRUSS DIAGONAL

JlQIpound SEE TRUSS MFR SPECIFICATION SHEET(S) FOR LOCATION OF TRUSS BRACING

TRUSS BOTTOM CHORD

SECTION A-A

STRUCTURAL GABLE END TRUSS

TRUSS VERTICAL-9m-- 2 X 4 (S4S) T BRACE

~ STRUCTURE---t

TRUSS TOP CHORD

2 X 4 X 12-0 (S4S) T BRACE ATTACH TO VERTICAL WITH 16d NAILS AT 8 CENTERS T BRACE MUST COVER 90 OF VERTICAL

TRUSS VERTICAL

BOTTOM CHORD

SECTION 8-8

---Jm TRACKING ORDER 9531 W78th St Ste 100 OWN WEH

poundden Prairie MN 55344 T20210D 680-14681 GABLE END TRUSS 952-929-7854 CHK LAF SHEET NO infowheeler1892com

wheeler] 892 com [Wheeler]

DATE 62220 15

license expires 11-30-l pound ~ ~

ROOF TRUSS BRACING

reg

GABLE END TRUSS

TRUSS

2 X 4bull X 16-obull (S4S) CONTINUOUS WEB BRACING FASTEN TO WEBS WITH (2) 16d RS NAILS AT EA INTERSECTION OVERLAP BRACING 2

TRUSS

n WEB

2 X 4 CONTINUOUS BRACE

OVERLAP DETAIL CONTINUOUS BRACE AT WEB

INTERIOR TRUSS

~ STRUCTURE---30-t

TRUSS DIAGONAL -9m--2middot X 4 (S4S) T BRACE

TRUSS TOP CHORD STRUCTURAL GABLE END TRUSS

G) T BRACE LOCATION - STRUCTURAL GABLE TRUSS 2 X 4 X 12-0 (S4S) T BRACE ATTACH TO DIAGONAL WITH 16d NAILS AT 8 CENTERS reg T BRACE LOCATION - GABLE TRUSS T BRACE MUST COVER 90 OF DIAGONAL

TRUSS DIAGONAL

JlQIpound SEE TRUSS MFR SPECIFICATION SHEET(S) FOR LOCATION OF TRUSS BRACING

TRUSS BOTTOM CHORD

SECTION A-A

STRUCTURAL GABLE END TRUSS

TRUSS VERTICAL-9m-- 2 X 4 (S4S) T BRACE

~ STRUCTURE---t

TRUSS TOP CHORD

2 X 4 X 12-0 (S4S) T BRACE ATTACH TO VERTICAL WITH 16d NAILS AT 8 CENTERS T BRACE MUST COVER 90 OF VERTICAL

TRUSS VERTICAL

BOTTOM CHORD

SECTION 8-8

---Jm TRACKING ORDER 9531 W78th St Ste 100 OWN WEH

poundden Prairie MN 55344 T20210D 680-14681 GABLE END TRUSS 952-929-7854 CHK LAF SHEET NO infowheeler1892com

wheeler] 892 com [Wheeler]

DATE 62220 15

license expires 11-30-l pound ~ ~

ROOF TRUSS BRACING

2 (MIN)

_

_ ~ ~ t

~

00 00 I 00 00

4 38 (MIN)

2 X 4 CONTINUOUS BRACE S4S l

----- 0 I

~ __ Q _ _j

INTERIOR TRUSS ___ TOP PLATE ~

3 12 (MIN)

_ t ~ z

~Ilt

~

_

z z

INTERIOR TRUSS INTERIOR TRUSS ~ INTERIOR TRUSS -i 2 X 4 CONTINUOUS ~ 2 X 4 CONTINUOUS )-

BRACE S4S BRACE S4S ~ -

Lu 0 STRUCTURAL GABLE SIMPSON HGA0 mo TRUSS a (J

~

4 38 (MIN TYP)

2 12 (MIN TYP) 4 38 (MIN TYP) L GABLE TRUSS

INTERIOR TRUSS

2-3 (8) 58 X

STRUCTURAL GABLE INTERIOR TRUSS mo TRUSS

2 X 8 X 1-9 INTERIOR TRUSS INTERIOR TRUSS CONNECTION PLATE 2 X 4bull CONTINUOUS GABLE TRUSS

S4S BRACE 545 2 X 4 CONTINUOUS 2 X 4 CONTINUOUS BRACE S4S BRACE S4S

ATTACH 2 X 4 CONTINUOUS BRACE 2 X 4 CONTINUOUS BRACING S4S TOP PLATE TO LOWER CHORD OF THE STRUCTURAL ATTACH TO THE BOTTOM SIDE OF

GABLE END TRUSS WITH (1) SIMPSON THE BOTTOM CHORD OF ALL TRUSSES (2) 58 X 5 MACHINE BOLTS HGA10 FASTEN WITH (8) 14 X 1 12 WITH (2) 16d RS NAILS EA TRUSS 5 MACHINE BOLTS WITH (2) 58 HS CUT WASHERS SOS SCREWS 2 X 4 X (2) 58 HS CUT WASHERS EA FIELD DRILL CONNECTION PLATE

WITH EA OR SPLICE PLATE S4S ELEVATION FIELD DRILL CONNECTION PLATE OR SPLICE PLATE TO CONTINUOUS BRACING

6 X 14 POST SPLICE PLATE TO CONTINUOUS BRACING ELEVATION (4) 12 X 4bull HEX LAGS WITH (1) 12

HS CUT WASHER EA FIELD DRILL CONTINUOUS BRACING CONNECTION CONTINUOUS BRACING SPLICE CONNECTION PLATE TO TOP PLATE AT OPEN END ELEVATION

1JQIpound_ CONTINUOUS BRACING SPLICES MAY BE CONTINUOUS BRACING o LQAQWALL END LOCATED ANYWHER[ MIN EDGE AND SPACING DISTANCES SHALL BE MAINTAINpoundD

30 YR ASPHALT SHINGLES OVER 30 FELT PAPER

58 CDX EXTERIOR PLYWOOD ROOFING

CHORD TO TOP 3 STRUCTURAL WOOD

TO TOP PLATE AT TOE SCREW DETAIL

THIS SIDE

TOP CHORD ROOF muss

LOWER CHORD ROOF TRUSS

TOpound SCREW DETAIL

ATTACH ROOF TRUSS LOWER PLATE WITH (7) 9 X

SCREWS TOE SCREW ALTERNATE SIDES SEE

TOE SCREWS TRUSS MUST BE PLACED THROUGH SOLID WOOD IT IS ACCEPTABLE TO

PLACE THROUGH TRUSS PLATE 2 MIN SPACING

SIMPSON HI OF TRUSS ONLY ATTACH TOP PLATE TO POST WITH license expires 11-30-l-pound~pound

(2) 14 X 8 RS NAILS AT EACH INTERSECTION TOE SCREW TO POST

POST WITH (14) 9 X 3 STRUCTURAL WOOD SCREWS SEE TOE SCREW DETAIL

CONNECTION DETAILS ROOF TRUSS st TOP PLATpound TRACKING ORDER 9531 W78th St Ste100 OWN WEH

Eden Prairie MN 55344 T20210D 680-14681 6 X 14 POST SHOWN

CONNECTION DETAIL 952-929-7854 infowheeler1892com SHEET NO [heeler]

GATE 62220 wheeler 892com 16

CHK LAF

ltf STRUCTURE -----f

l

---rt-- 1 I ii

J

I I Ii middot 1 i 1 i ii ~--ii--lt I 1

I

1 II d 1 1 A II I I 1 1 1 ii Ii i i I l I 1 ll Ii ii I I I I FULL FULL I FULL Ii FULL FULL 1 FULL

lt[ 1 ill SHEET SHEET SH~ET SHEET 1middot SHEET 1 SHEET

SUGGESTED GABLE END CUTTING PATTERN DETAIL (30) 4 X 8 X 58 SHTS GROOVED PLYWOOD

LAYOUT SHOWN IS APPROXIMATE FINAL LAYOUT TO BE DETERMINED IN

CONNECTION TO TOP PLATETRUSS SHALL ON PLYWOOD CONNECTION DETAIL ON

FIELD VERIFY Dimensions shown are

approximate only Final dimensions to be

determined in the field

80-0

ROOF DIAPHRAGM PLAN VIEW (170) 4 X 8 X 58 SHTS PLYWOOD (TOTAL ROOF)

DIMENSIONS SHOWN ARE APPROXIMATE ONLY FINAL DIMENSIONS TO BE DETERMINED IN THE FIELD

(TOTAL FOR 2 GABLES) ONLY THE FIELD BE AS SHOWN

THIS SHEET

SYMMETRICAL ABOUT ROOF LINpound

~--USE (1) H CLIP BETWEEN EACH TRUSS AT SPLICE

TO EXTEND TO TOP TRUSS TOP CHORD

GABLE TRUSS I I bull TOP CHORD I bull1 i __ i -_ I I

PLYWOOD OF ROOF

__ I J __ __-1-L _______ L __

I cshy1

bull 58 COX GROOVED PLYWOOD USE 16d RS NAILS I 6 0C AT ALL EDGES NAIL THE MIDDLE OF THE

-+------tet--i--+-SHEET TO TRUSS FRAMING WITH 16d NAILS AT 12 I OC (A VERTICAL COLUMN OF NAILS UP THE MIDDLE 1bull OF THE SHEET) AT GABLE TRUSS ONLY

Ibull

GABLpound TRUSS

BOTTOM CHORD]_

I I I I I I I bull1 I I I I I I I el l I I I I I I I I I I bull1 I I I I I I

I I I bull I I I I I I I I I el I I I I I I I I I I I bull1 I I

I I I bull I I I I I I

I I I el I I I I I I I bull1 I I I I I I

I I I bull I I I I I I I I I el I I I I I I I I I I I bull1 I I

bull bull

4 X 14 TOP PLATpound S1S (3 12

PLYWOOD TO EXTEND TO BOTTOM OF TOP PLATE AT LOADED WALL END AND TO

BOTTOM OF STRUCTURAL GABLE TRUSS AT OPEN END OF BUILDING

I

bull i bull bull bull l

gJ 16d RS NAIL 6 OC oc

PLYWOOD CONNECTION TO TOP PLAfUGABLE RQQF TRUSS

VIEWING FROM OUTSIDE OF STRUCTURE

ROOF DIAPHRAGM NOTES ALL ADJACENT PLYWOOD PANEL EDGES THAT ARE PARALLEL TO TRUSSES SHALL BE FASTENED TO A COMMON TRUSS

PLYWOOD PANELS SHALL BE 4 X 8 EXCEPT AT BOUNDARIES WHERE THpound MINIMUM SHEET DIMENSION SHALL BE 24

(j) TOP ROW OF ROOF PLYWOOD TO BE A MIN OF 24 WIDE

SECOND ROW FROM TOP TO BE FIELD MEASURED amp CUT AS REQUIRED MINIMUM WIDTH DIMENSION SHALL BE 24

9531 W78th St Ste 100

Eden Prairie MN 55344 952-929-7854 infowheeler1892com

wheeler 892com [Wheeler]

58 COX EXTERIOR UNTREATED PLYWOOD ROOFING FASTEN TO TRUSSES WITH 16d RS NAILS 6 oc

license expires 11-30--pound i~

ROOF DIAPHRAGM DETAILS OWN WEH TRACKING ORDER

T202100 680-14681 CHK LAF

SHEET NO

DATE 62220 17

(2) 12 X 18 WOOD LOUVERS EA END

JO YR ASPHALT SHINGLES OVER JO FELT PAPER OVER 58 ROOF PLYWOOD

58 GROOVED PLYWOOD

(4) 1 bull X 8 X 10middot-omiddot BARGE BOARDS S4-S FASTEN WITH (2) 8d RS NAILS AT 24 CENTERS FIELD CUT TO LENGTH

(10) 1 X 8 X 8-0 EAVE BOARDS S4S FASTEN TO TRUSSES WITH (2) 8d RS NAILS

6 X 14- POST (TYP)

CONCRETE WALL

QPEN END VIEWING FROM OUTSIDE STRUCTURE

Ucense expires 11-30- 2o middot2-0 ---c11a

FINISHING AND MISC DETAILS TRACKING ORDER 9531 W78th St Ste 100 OWN WEH

Eden Prairie MN 55344 T20210D 680-14681 952-929-7854 CHK LAF

SHEET NO infowheeler1892com wheeler 892com

[Wheeler] DATE 62220 18