garage plan (2).pdf

7/21/2019 Garage Plan (2).pdf

http://slidepdf.com/reader/full/garage-plan-2pdf 1/6

@COPYRIGHT SDSCAD Specialized Design Systems

4 0 3 0

3 0 6 8

4 0 3 0

16070

WP

GARAGE23'-4" x 23'-4"

4'-0" 16'-0" 4'-0"

24'-0"

24'-0"

6 ' - 6 "

4 ' - 0 "

6 ' - 6 "

3 ' - 0 "

4 ' - 0 "

2 4 ' - 0 "

1 0 ' - 0 "

4 ' - 0 "

1 0 ' - 0 "

2 4 ' - 0 "

BWP

BWP

BWP BWP

BWP

BWP

BWP

BWP

SCALE 1/4"=1'GARAGE MAIN FLOOR PLAN

#G518 24 x 24 - 8' Garage Plan

By SDS-CAD Specialized Design Systems

Title Main Floor Plan

Page 2 Elevation Views

Page 3 Foundation Plan & Pictorials

Page 4 Framing and DetailsPage 5 Detail Page

Page 6 Materials List

30 year dimensional shingles and structural panel siding running vertical with 8"

on center groove and horizontal siding in eaves. Nailing schedule is 6" on ends

12" on centers 6d nails. Trusses are engineered on trusses 24" o.c. and framing

is 2" x 4" on 16" centers. 8' ceiling height, Floating mono slab on compacted

gravel.

To the best of my knowledge these plans are drawn to comply with owner's

and/ or builder's specifications and any changes made on them after prints are

made will be done at the owner's and / or builder's expence and responsibility.

The contractor shall verify all dimensions and enclosed drawing. SDSCAD is

not liable for errors once construction has begun. While every affort has been

made in the preparation of this plan to avoid mistakes, the maker can not

guarantee against human error. The contractor of the job must check all

dimensions and other details prior to construction and be solely responsible

thereafter. All calculations and member sizing should be verified for yourbuilding by a certified building official.

BUILDING CONTRACTOR/HOME OWNER

TO REVIEW AND VERIFY ALL DIMENSIONS,

SPECS, AND CONNECTIONS BEFORECONSTRUCTION BEGINS. GARAGE TO BE

BUILT AS PER IRC UBC OR CURRENT LOCAL CODE




1 ' - 2 "

8 ' - 0 "

4 ' - 6 "

FC

FRONT ELEVATIONSCALE

3/16"=1' RIGHT ELEVATION

REAR ELEVATION

4/12 PITCH

ENGINEERED

TRUSS

LEFT ELEVATION

Asphalt Shingles

Stuctural Panel

Structural Siding

8' Tall 2 x 4 Walls




24'-0"

2 4 ' - 0 "

4" Concrete Floor gravel fill,

20 x 10 Monolithic Edge

Concrete:

1. All slabs are to be 4" concrete over 4" gravel unless otherwise noted on the plans.

2. Concrete to be ACI 301-66, Type II cement, 2500 psi at 28 days, 5" maximum slump.

3. Reinforcing to be ASTM A615-Bars with Fy=60 ksi lamp 30 diameter

minimum at splices or weld per ACI Std.

4. Concrete design based on Fc 2000 psf, Fc 2500 psi for quality only.

5. Anchor bolts shall be A-307 embedded 7" minimum into concrete or masonry grout.6. All footings minimum 24" below final grade

SCALE 3/16"=1'

FOUNDATION PLAN

PICTORIALS




NOTE: TYPICAL DETAILS

FOR CONSTRUCTION TO

MEET BUILDINGREQUIREMENTS.

GARAGES TO BE BUILT AS

PER LOCAL CODE

REQUIREMENTS

TYPICAL ALTERNATE BRACEDWALL PANEL (ABWP)

HPAHD straps for all (ABWP) Alternate Braced Wall Panels

See additional detail for all (BWP) Braced Wall Panels

INSTALLATIONCORNER

SINGLE POUR

HPAHDSimpson Strong-Tie

CORNEROF STRAP TO

CORNERDISTANCEFROM EDGE

4

SLOPE TO OUTSIDE

4" CONC. SLAB

GARAGE TYPICAL SECTION

TRUSSES @ 24" O.C.PRE-ENGINEERED

ASPHALT SHINGLES

SIMPSON H1

TRUSS CLIP

1 x 6 FASCIA

5/8" SHEATHING

OVER 30# FELT

2 x MUDSILL

EMBEDDED 7" INTO CONC.1/2" x 10" ANCHOR BOLT

7/16" MIN STRUCTURAL SHEATHING

2 x 4 STUD @ 16" O.C.

OVER 4" GRAVEL

12

12"

Min

TYPICAL BRACED WALL PANEL (BWP)

MANUFACTUREROMMENDED BYOTHERWISE REC-@ ENDS UNLESSEDGES & 1/8" GAPLEAVE 1/4" GAP @

WALL SCHEDULE

O.C. IN FIELD U.N.O. ON SHEAR

& SEAMS AND 10d NAILS @ 12"10d NAILS @ 6" O.C. AT EDGES

WALL FRAMING

SIDING MATERIAL

PARALLEL TO STUDSBRACING W/ LONG DIMENSION

PANEL SHEATHING USED AS CORNER

JOINTSDIMENSION ACROSS STUDS. STAGGER VERTICALCDX PLYWOOD SHEAR WALL INSTALLED W/ LONG

STRUCTURAL PANEL

CAN ACT AS SIDING IFOF EXTERIOR GRADE

4" CONC. SLAB

4" COMPACTED GRAVEL

GRADE 2 % MIN. SLOPE

8" MIN. THICKNESS

CONCRETE WALL

@32" MAX. SPACING. BOLTS

SHALL BE EMBEDDED 7" MIN.

8 "

Footing and concrete wall option

Monolithic slab foundation option

6" MIN. GRADE

20" X 12" DEEP CONT. CONCRETE

THICKENED EDGE SLAB

4" CONCRETE SLAB

VAPOR BARRIER

4" GRAVEL BASE

1/2" ANCHOR BOLT 32" O.C.

oo




Computer Generated Materials List

for reference only and gives

approximated

materials as per the 3D CAD model

G e n e r a l

G N 1

1

9 6 h i g h w a l l

S i d i n g - 4

9 5

0

f t

G N 2

1

h e a t e d c e i l i n g

a r e a

5 7 6 . 0 0

0 . 0

0

s q f t

G N 3

1

h e a t e d f l o o r a r e a

5 7 6 . 0 0

0 . 0

0

s q f t

G N 4

2

4 6 1 3 / 1 6 h i g h w a l l S i d i n g - 4

4 6

0

f t

S u b

t o t a l :

F o u n d a t i o n

F O 1

1

5 7 6 s q f t

c o n c r e t e s l a b

7 . 1

1

0 . 0

0

c u y d

F O 2

1

5 7 6 s q f t

s t e e l m e s h f o r

s l a b

5 7 6 . 0 0

0 . 0

0

s q f t

F O 3

1

1 / 2 x 6 "

f o a m s i l l s e a l

9 6

0

f t

F O 4

1

f o u n d a t i o n b o l t s

1 7

0

F O 5

1

2 0 x 6 " h

c o n c r e t e f o o t i n g

2 . 7

6

0 . 0

0

c u y d

F O 6

1

n o .

4

r e b a r ( f o o t i n g )

1 8 3

0

f t

S u b

t o t a l :

F r a m i n g

F 1

1

2 x 4 - 1 6 f t +

f i r p l a t e

2 9 3

0

f t

F 2

1

2 x 4 - 1 6 f t +

f i r s t u d s t o c k

1 0 1

0

f t

F 3

1

2 x 4 " - 9 1 1 / 2 "

f i r s t u d

6 6

0

F 4

1

2 x 1 2 - 1 6 f t +

h e a d e r - l u m b e r

2 4

0

f t

F 5

1

2 x 8 - 1 6 f t +

h e a d e r - l u m b e r

3 3

0

f t

F 6

2

2 x 4 - 1 6 f t +

f i r p l a t e

9 6

0

f t

F 7

2

2 x 4 - 1 6 f t +

f i r s t u d s t o c k

7 4

0

f t

S u b

t o t a l :

S i d i n g

S 1

1

8 " w i d e

C o p y o f S i d i n g

V e r t i c a l B e i g e

9 4 5

0

f t

S 2

1

4 ' x 8 ' x 5 / 8 "

S h e e t P l y w o o

d - h r z

2 5

0

S 3

1

h o u s e w r a p

7 8 6 . 0 0

0 . 0

0

s q f t

S 4

2

8 " w i d e

C o p y o f S i d i n g

V e r t i c a l B e i g e

1 3 7

0

f t

S 5

2

4 ' x 8 ' x 5 / 8 "

S h e e t P l y w o o

d - h r z

3

0

S u b

t o t a l :

E x t T r i m

E X 1

0

4 " t h i c k

- c o n c r e t e g r e y

1 1 . 7 1

0 . 0

0

c u y d

E X 2

1

1 x 4 - 1 6 f t +

e x t e r i o r s i l l - c o l o r v a n i l l a

9

0

f t

E X 3

1

1 x 4 - 1 6 f t +

e x t . w i n d o w c a s i n g - c o l o r v a n i l l a

2 2

0

f t

E X 4

1

1 x 5 - 3 6 "

d o o r t h r e s h o l d

1

0

E X 5

1

1 x 4 - 1 6 f t +

e x t . d o o r c a s i n

g - c o l o r v a n i l l a

1 7

0

f t

E X 6

1

5 i n

e x t . d o o r j a m b

- c o l o r v a n i l l a

1 7

0

f t

E X 7

1

1 x 4 - 1 6 f t +

g a r a g e d o o r c a s i n g - c o l o r v a n i l l a

3 1

0

f t

E X 8

1

5 i n

g a r a g e d o o r j a

m b - c o l o r v a n i l l a

3 1

0

f t

E X 9

1

1 x 8 i n ( 2 )

c o r n e r b o a r d -

c o l o r w h i t e

3 3

0

f t

S u b

t o t a l :

R o o f i n g

R 1

1

2 x 4 " - 1 6 ' +

r a f t e r s - l u m b e

r

4 9

0

f t

R 2

1

T R - 0 3 1 5 "

r o o f t r u s s

1 3

0

R 3

1

2 x 8 " - 1 6 ' +

r i d g e b o a r d - l u m b e r

2 6

0

f t

R 4

1

2 x 8 " - 2 8 '


r

2

0

R 5

1

2 x 8 " - 1 6 '


r

4

0

R 6

1

r i d g e c a p

2 6

0

f t

R 7

1

R o o f i n g D i m e

n s i o n a l C o m p .

7 4 0 . 0 0

0 . 0

0

s q f t

R 8

1

4 x 8 ' s h e e t s

r o o f s h e a t h i n g

2 4

0

R 9

1

2 x 8 "

g a b l e f a s c i a

5 6

0

f t

R 1 0

1

2 x 8 "

e a v e f a s c i a

5 3

0

f t

R 1 1

1

m e t a l d r i p e d g

e

1 0 9

0

f t

R 1 2

1

g u t t e r

5 3

0

f t

R 1 3

1

d o w n s p o u t

2

0

$ 0 . 0

0

$ 0 . 0

0

S u b

t o t a l :

$ 0 . 0

0

I n s u l a t i o n

I N 1

1

1 2 x 2 4 x 4 8 " b a t t s

c e i l i n g i n s u l a t i o n

7 2

0

I N 2

1

1 2 x 1 6 x 4 8 " b a t t s

f l o o r i n s u l a t i o n

1 0 8

0

S u b

t o t a l :

W a l l B r d

W B 1

1

4 ' x 8 ' x 1 / 2 "

S h e e t S h e e t r o c k

2 4

0

W B 2

1

C o l o r B o n e W

h i t e

5 4 4 . 0 0

0 . 0

0

s q f t

W B 3

1

4 ' x 8 ' x 3 / 4 "


1 7

0

W B 4

2

4 ' x 8 ' x 1 / 2 "


3

0

S u b

t o t a l :

W i n d o w s

W 1

1

4 8 x 3 6

r i g h t s l i d i n g

2

0

D o o r s

D 1

1

3 6 x 8 0 x 1 3 / 4 R

e x t . 6 - P a n e l - c o l o r w h i t e

1

0

D 2

1

h a n d l e : L e v e r

( d e c o r a t i v e )

1

0

D 3

1

h a n d l e : E x t e r i o r H a n d l e ( e x t . )

1

0

D 4

1

l o c k : D e a d B o

l t ( i n t e r i o r )

1

0

D 5

1

l o c k : D e a d B o

l t ( e x t e r i o r )

1

0

D 6

1

h i n g e : h i d d e n

3

0

D 7

1

1 9 2 x 8 4

g a r a g e 2 - P a n e l G a r g e D o o r

1

0

S u b

t o t a l :

I n t T r i m

T 1

1

1 x 4 - 1 6 f t +

w i n d o w a p r o n

9

0

f t

T 2

1

1 x 4 - 1 6 f t +

s i l l

9

0

f t

T 3

1

1 x 4 - 1 6 f t +

i n t e r i o r c a s i n g

4 0

0

f t

S u b

t o t a l :

F i x t u r e s

F X 1

1

1 2 W 1 0 8 D

G a r a g e D o o r O p e n e r

1

0

E l e c t r i c a l

E 1

1

w a l l m o u n t

D u p l e x

9

0

E 2

1

w a l l m o u n t

D u p l e x ( w e a t h

e r p r o o f ) - c o l o r l i g h t g r a

1

0

E 3

1

w a l l m o u n t

S i n g l e P o l e

2

0

E 4

1

w a l l m o u n t

C a g e d L a n t e r n

3

0

E 5

1

c e i l i n g m o u n t

H a l f D o m e L i g

h t - l i g h t i n g g r e y

4

0

E 6

2

f l o o r m o u n t

D u p l e x ( w e a t h

e r p r o o f ) - c o l o r l i g h t g r a

1

0

S u b

t o t a l :

T o t a

l :

$ 0 . 0

0

garage plan (2).pdf

Documents