29 -367 TNT_18W_GEN_MAREGULAR I A-FRAME
181-0" WIDE
CARPORT STYLE BUILDINGS
DESIGN NOTES
1. ALL CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE
WITH IBC 2009, OSHA, AISC 360, ASCE 7-05, AWSD 1.1
CODES AND ALL APPLICABLE LOCAL REQUIREMENTS.
2. BASE CONNECTIONS SHALL BE PROVIDED AS SHOWN ON
FOUNDATION DETAILS SHEET.
3. ALL MATERIALS IDENTIFIED BY MANUFACTURER NAME
MAY BE SUBSTITUTED WITH MATERIAL EQUAL OR
EXCEEDING ORIGINAL.
4. ALL SHOP CONNECTIONS SHALL BE WELDED E70XX
CONNECTIONS.
5. ALL FIELD CONNECTIONS SHALL BE TEKS #12 (1/4"X1").
6. STEEL SHEATHING SHALL BE 29GA. CORRUGATED GALV.
OR PAINTED STEEL-MAIN RIB HT. 3/4" (FY=80KSI) OR EQ.
7. ALL STRUCTURAL LIGHT GAUGE TUBING AND CHANNELS
SHALL BE GRADE 50 GALV. STEEL.
8. STRUCTURAL TUBE TS2 1/2"X21/2" -14GA. IS EQUIVALENT
TO TS2 1/4"X2 1/4" -12GA AND EITHER ONE MAY BE USED IN
LIEU OF THE OTHER.
DESIGN CRITERIA DRAWING INDEX
PREVAILING CODE: BSBC 8TH EDITION COVER SHEET
USE GROUP : (IBC 2oo9) SCHEDULES & MEMBER -U(CARPORTS,BARNS)
1.
2.
3.
4.
5.
DEAD LOAD (D) D = 4 PSF
ROOF LIVE/SNOW LOAD (Lr)
Lr = 20 -70 PSF
(AS PER SNOW LOAD)
SNOW LOAD (S)
GROUND SNOW LOAD Pg= 20-90 PSF
IMPORTANCE FACTOR Is = 0.8
WIND LOAD (W)
BASIC WIND SPEED VAsD = 90-150 MPH
EXPOSURE C
IMPORTANCE FACTOR lw = 0.87 (V ASD <= 100)
0.77 (V ASD > 100)
SEISMIC LOAD (E)
DESIGN CATEGORY D
IMPORTANCE FACTOR le = 1.00
LOAD COMBINATIONS:
1. D+(LrORS)
2. D + (W OR ±0.7E)
3. D + 0.75 (W OR ±0.7E) + 0.75 (Lr OR S)
4. 0.6D + (W OR ±0.7E)
SECTIONS
FRAME SECTIONS & DETAILS
SPACING SCHEDULES -
& ENCLOSURE NOTES
PURLIN & GIRT SCHEDULES
SHEATHING OPTIONS
SIDE WALL FRAMING
& OPENINGS
END WALL FRAMING
& OPENINGS
CORNER BRACING DETAILS
OPTIONAL LEAN-TO ADDITION
FOUNDATION OPTIONS
2
3
4
5
6
7
8-A, 8-B
9
10
11-A T011-D
CUSTOMER INFORMATION DESIGN LOADS BUILDING INFORMATION
D A-FRAME
0 REGULAR
CERTIFICATION VALIDITY
NOTICE
OWNER: GROUND SNOW: WIDTH:
ADDRESS:
ROOF LIVE LOAD: LENGTH:
BASIC WIND SPEED: HEIGHT:
FRAME TYPE:
ENCLOSURE
TYPE:
0 FULL
0 PARTIAL
0 OPEN
CERTIFICATION ON THESE DRAWINGS IS
VALID FOR ONE YEAR FROM DATE OF ISSUE
MANUFACTURED BY:
f'N'1
Carports, Inc.
170 Holly Springs Rd.
Mt. Airy, NC 27030
1-800-597-3597
"'"""'" '" ~ ~
A&A ENGINEERING
CIVIL• STRUCTURAL
5911 Renaissance Place, Suite B •Toledo, OH .J3623
Tel. <119-292-1983 • Fax. 419-292-0955
www.aa-enginccrs.co111
DRAWING INFORMATION
PROJECT: 18'-0" WIDE BUILDINGS
LOCATION: ST ATE OF MASSACHUSETTS
PROJECTNO.: 032-16-0224
SHEET TITLE:
COVER SHEET
SHEET NO.: 1 I 11
DRAWN BY: LAK DATE: 8/9/16
CHECKED BY: OAA DATE: 8/9/16
LEGAL INFORMATION
-ANY DUPLICATION OF THIS DRA'MNG IN WHOU: OR
PART IS STRJCTLY FORBIDDEN. ANYONE DOING 5C 'MU. BE PROSECUTED UNDER THE FUU. EXTENT OF THE LAW.
-DRA'MNGS VALID UP TO I YEAR FROM DATE OF ISSUE.
SEAL:
DATE EXPIRES: 06/30/2018
DATE SIGNED: AUG 09 2016
2
3
4
5
6
7
8
9
9A
10
11
12
13
14
15
16
17
18
19
20
21
22
23
TABLE 2.1: MEMBER PROPERTIES
COLUMN POST 2.5" X 2.5" X 14GA TUBE
ROOF BEAM 2.5" X 2.5" X 14GA TUBE
BASE RAIL 2.5" X 2.5" X 14GA TUBE
PEAK BRACE 2.5" X 2.5" 14GA CHANNEL
KNEE BRACES 2.5" X 1.5" 14GA CHANNEL
CONNECTOR SLEEVE 2.25" X 2.25" X 14GA TUBE
BASE ANGLE 2.5" X 2.5" X 3" LG. 114" ANGLE
PURLIN 4.25" X 1.5" X 18GA I 14GA HAT CHANNEL
GIRT 4.25" X 1.5" X 18GA I 14GA HAT CHANNEL
OPT. END WALL GIRT 2.5" X 1.5" 14GA CHANNEL
SHEATHING 29 GA CORRUGATED SHEET
END WALL POST 2.5" X 2.5" X 14GA TUBE
DOOR POST 2.5" X 2.5" X 14GA TUBE
SINGLE HEADER 2.5" X 2.5" X 14GA TUBE
DOUBLE HEADER DBL. 2.5" X 2.5" X 14GA TUBE
SERVICE DOOR I WINDOW 2.5" X 2.5" X 14GA TUBE FRAMING
At\'GLE BRACKET 2" X 2" X 2" LG. 14GA ANGLE
STRAIGHT BRACKET 2" X 2" X 4" LG.14GA PLATE
PB SUPPORT 2.5" X 2.5" X 14GA TUBE
DIAGONAL BRACE 2" X 2" X 14 GA TUBE
GABLE BRACE 2" X 2" X 14 GA TUBE
DB BRACKET 2.5" X 2.5" X 6" LG. 14GA ANGLE
TRUSS SPACER 2.5" X 2.5" X 14GA TUBE
ALL FASTENERS TEKS #12 X 3/4" SELF-DRILL SCREWS WI
NEOPRENE/STEEL WASHER
TABLE 2.2: SHEATHING FASTENER SCHEDULE
CORNER PANELS
6"CIC
SIDE LAPS EDGE LAPS
MIN.1 4"C/C
9"
36"
THICKNESS = 29GA
29 GA CORRUGATED SHEATHING
SCALE: NTS
ELSEWHERE
8"CIC
4
4
2
10
5
5
1
8
7
6
3
3
9
~D v v
12.5"1
THICKNESS = 14GA
2.5" X 2.5" 14GA TUBE
SCALE: NTS
iP,
THICKNESS = 14GA
2.25" X 2.25" 14GA TUBE
SCALE: NTS
¢µ/
12.5"1
THICKNESS = 14GA
2
1 2"1
THICKNESS = 14GA
2" X 2" 14GA TUBE 3 2.5" X 1.5" 14GA CHANNEL f:;\
SCALE:NTS V SCALE: NTS
150' Ht 1 1 ...-!
../'\_
v v 1 4.25" 1
THICKNESS = 18GA I 14GA
4.25" X 1.5" X 18GA I 14GA f;\
HAT CHANNEL V
SCALE: NTS
Dt~ ~
THICKNESS = 14GA
STRAIGHT BRACKET 6 SCALE: NTS
THICKNESS = 14GA
DB BRACKET
SCALE: NTS
~ ~;;{
THICKNESS = 14GA
ANGLE BRACKET
SCALE: NTS
THICKNESS = 1/4"
BASE ANGLE 10 SCALE: NTS
7
MANUFACTURED BY:
--(N'1
Carports, Inc.
170 Holly Springs Rd.
Mt. Airy, NC 27030
1-800-597-3597
CIVIL· STRUCTIJRAL
5911 Hcnaiss.1ncc Place, Suite ll •Toledo, 01-143623
Tel. 419-292-1983 •Fax. ·119-292-0955
\\1\W.aa-cnginccn.com
DRAWING INFORMATION
PROJECT: 18'-0" WIDE BUILDINGS
LOCATION: STATE OF MASSACHUSETTS
PROJECT NO.: 032-16-0224
SHEET TITLE:
COVER SHEET
SHEET NO.: 2 I 11
DRAWN BY: LAK DATE: 8/9/16
CHECKED BY: OAA DATE: 8/9/16
LEGAL INFORMATION
-/WY DUPLICATION OF TlilS DRAWING IN WliOLE OR
PART IS STRJCTLY FORBIDDEN. ANYONE DOING 50 WILL BE PROSECLffED UNDER TliE FULL EXTENT OF TliE LAW.
-DRAWINGS VALID UP TO I "11'.AR FROM DATE OF 155UE.
SEAL:
DATE EXPIRES: 06/30/2018
DATESIGNED: AUG 09 2016
[ 4] PEAK BRACE
~--~~OOF BEAM/__.-:::::::i::=:::=::::::::::::::==::::;~~~ 12
3
(
6'
[5] KNEE BRACE -SEE
TABLE 3--B.2 FOR LENSTH
[1] COLUMN POST
[5] KNEE BRACE -SEE
TABLE 3--B.2 FOR LENSTH
[1] COLUMN POST
[3] BASE RAIL ~' [3] BASE RAIL ~'
17'-91/2"
TYP. A-FRAME SECT!ON
SCALE: NTS
[2] ROOF BEAM
[5] KNEE BRACE -AH ACH
WITH (2) [23] FASTENERS
E.S.
[6] 6" LG. CONNECTOR SLEEVE -
FJELD BOLT WI [23] FASTENERS
E.S. -SEE TABLE 3.2 FOR ~n OF
FASTENERS REOD.
[1] COLUMN POST
I l \ j
[5] KNEE BRACE -AH ACH
WITH (2) [23] FASTENERS
E.S.
[6] 8" LG. CONNECTOR SLEEVE-
FlELD BOLT WI [23] FASTENERS
E.S. -SEE TABLE 3.2 FOR NO.
OF FASTENERS REQD.
17'-91/2"
TYP. REGULAR FRAME SECT!ON
SCALE: NTS
[4] PEAK BRACE -ATTACH W/ (2)
[23] FASTENERS E.S. (TOTAL 4 EACH
END). MA!NT AIN MIN. 1" EDGE
DISTANCE AND SP ACINS
PEAK BRACE CONNECT!ON DET AlLS 2 SCALE: NTS
[6] 6" LG. CONNECTOR SLEEVE.
I l \ j
[1] COLUMN POST
FJELD BOLT WI [23] FASTENERS
-SEE TABLE 3.2 FOR t\O. OF
FASTENERS REOD.
[1] COLUMN POST
A. 'A'-FRAME B. REGULAR FRAME
EAVE DETA!L
SCALE: NTS
TABLE 3.2 FASTENER SCHEDULE
WIND SPEED (MPH) I No. OF FASTENERS
90 TO 105 4
110 TO 130 6
135 TO 150 8
[3] BASE RAIL
BASE DETA!L 3 SCALE: NTS
NOTE: COLUMN POST MAY BE ADJUSTED ±1" FOR LEVELING.
MANUFACTURER IS NOT RESPONSIBLE FOR LEVELING OF GROUND
AND/OR CONCRETE SURFACE PROVIDED BY OTHERS.
MANUFACTURED BY:
f'N~
Carports, Inc.
170 Holly Springs Rd.
Mt. Airy, NC 27030
1-800-597-3597
"""""" '" ~ ~
A&A ENGINEERING
CIVIL• STRUCI1JRAL
5911 Rcnaiss.,ncc Place, Suite B • Toledo, OH 43623
Tel. 419-292-1983 •Fax. 419-292-0955
\\1\w.aa-eugineers.com
DRAWING INFORMATION
PROJECT: 18'-0" WlDE BU!LD!NGS
LOCATION: ST ATE OF MASSACHUSETTS
PROJECT NO.: 032-16-0224
SHEET TITLE:
FRAME SECTIONS &
DETAILS
SHEET NO.: 3 I 11
DRAWN BY: LAK DATE: 8/9/16
CHECKED BY: OAA DATE: 8/9/16
LEGAL INFORMATION
-ANY DUPLICATION OF Tl11S DRAWING IN WliOLE OR
PART IS STRICTLY FORBIDDEN. ANYONE DOING 50 WILL BE PROSECUTED UNDER Tl1E FULL EXTENT OF Tl1E LAW.
-DRAWINGS VAi.JD UP TO I YEAR FROM DATE OF ISSUE.
SEAL:
DATEEXPIRES: 06/30/2018
DATESIGNED: AUG 09 2016
NOTES:
TABLE 4: FRAME SPACING SCHEDULE
GROUND
St\OW/
ROOF LIVE
LOAD (PSF)
30/20
40/25
50/35
60/40
70/50
80160
90/70
30120
40/25
50/35
60/40
70/50
80160
90/70
30/20
40/25
50/35
60/40
70/50
80160
90/70
90
5
4.5/5
4/5
3.5
3
2.5
2.5
5
4.5/5
4/5
3.5
3
2.5
2.5
5
4.5/5
4/5
3.5
3
2.5
2.5
ENCLOSED BUILDINGS
WIND SPEED (MPH)
100 110 120 130
5 5 4.5/5 3.5
4.5/5 4.5/5 4.5/5 3.5
4/5 4/5 4/4.5 3.5
3.5 3.5 3.5 3.5
3 3 3 3
2.5 2.5 2.5 2.5
2.5 2.5 2.5 2.5
5 5 4.5/5 4
4.5/5 4.5/5 4.5/5 4
4/5 4/5 4/5 4
3.5 3.5 3.5 3.5
3 3 3 3
2.5 2.5 2.5 2.5
2.5 2.5 2.5 2.5
5 5 4.5/5 4/4.5
4.5/5 4.5/5 4.5/5 4/4.5
4/5 4/5 4/5 4/4.5
3.5 3.5 3.5 3.5
3 3 3 3
2.5 2.5 2.5 2.5
2.5 2.5 2.5 2.5
lFRAME SPACINGS ARE IN UNITS OF FEET (FT).
140 150 90 100
3 2.5 5 4.5/5
3 2.5 4.5 4.5
3 2.5 4 4
3 2.5 3 3
3 2.5 3 3
2.5 2.5 2.5 2.5
2.5 2.5 2 2
3.5/4 3.5 5 4.5/5
3.5/4 3.5 4.5/5 4.5/5
3.5/4 3.5 4 4
3.5 3.5 3.5 3.5
3 3 3 3
2.5 2.5 2.5 2.5
2.5 2.5 2.5 2.5
3.5/4.5 3.5/4.5 5 4.5/5
3.5/4.5 3.5/4.5 4.5/5 4.5/5
3.5/4.5 3.5/4.5 4/5 4/5
3.5 3.5 3.5 3.5
3 3 3 3
2.5 2.5 2.5 2.5
2.5 2.5 2.5 2.5
2. WHERE TWO VALUES ARE SHOWN, THE HIGHER VALUE CAN ONLY BE USED FOR VERTICAL SHEATHING.
WIND SPEED (MPH)
110 120 130 140 150
4/5 3.5/5 3/3.5 3 2.5
4/4.5 3.5/4.5 3/3.5 3 2.5
4 3.5/4 3/3.5 3 2.5
3 3 3 3 2.5
3 3 3 3 2.5
2.5 2.5 2.5 2.5 2.5
2 2 2 2 2
4/5 3.5/5 3/4 3/4 3/3.5
4/5 3.5/5 3/4 3/4 3/3.5
4 3.5/4 3/4 3/4 3/3.5
3.5 3.5 3/3.5 3/3.5 3/3.5
3 3 3 3 3
2.5 2.5 2.5 2.5 2.5
2.5 2.5 2.5 2.5 2.5
4/5 3.5/5 3/4.5 3/4.5 3/4
4/5 3.5/5 3/4.5 3/4.5 3/4
4/5 3.5/5 3/4.5 3/4.5 3/4
3.5 3.5 3/3.5 3/3.5 3/3.5
3 3 3 3 3
2.5 2.5 2.5 2.5 2.5
2.5 2.5 2.5 2.5 2.5
3. SNOW LOADS AND ROOF LIVE LOADS ARE IN POUNDS PER SQUARE FOOT (PSF). WIND SPEED IS 3 SEC. GUST IN MILES PER HOUR (MPH).
4. FOR VALUES THAT LIE BETWEEN TWO CELLS, THE HIGHER (MORE STRINGENT) VALUE HAS TO BE USED. INTERPOLATION BETWEEN CELLS IS NOT ALLOWED.
GENERA L ENCLOSURE NOTES:
1. TYPICAL ENCLOSED AND OPEN BUILDINGS ARE AS SHOWN ON THE RIGHT.
2. THE MAX. BUILDING LENGTH FOR ENCLOSED BUILDINGS JS 50'-0" . THIS CAN BE INCREASED
BY ADDING A DOUBLE FRAME AT THE CENTER TO BREAK THE LENGTH OF THE BUILDING.
3. FOR ENCLOSED BUILDINGS, ONE END WALL CAN BE OPEN IF THE OTHER END WALL JS
ENCLOSED. THE OPEN END WALL MUST HAVE EITHER GABLE FRAMING (SEE SHEET 8A) OR A
DOUBLE END FRAME.
4. OPEN BUILDINGS CAN HAVE PARTIALLY ENCLOSED SIDE WALLS. FOR SIDE WALLS UP TO 3'
ENCLOSED THERE IS NO CHANGE IN THE DESIGN. FOR GREATER THAN 3' SIDE WALL
ENCLOSURES, THE SPACING FROM ABOVE TABLES NEEDS TO BE REDUCED BY 6".
5. OPEN BUILDING WITH PARTIALLY ENCLOSED END WALLS NEED TO HAVE SIDE WALL BRACING
TO SUPPORT THE PARTIALLY ENCLOSED SIDE WALL. SEE SHEET 9 FOR TYPICAL BRACING TYP. ENCLOS ED BUILDING
DETAILS. SCALE: t-rrs
TYP. OPEN BUILDING
SCALE: t-rrS
MANUFACTURED BY:
f-'N':f
Carports, Inc.
170 Holly Springs Rd .
Mt. Airy, NC 27030
1-800-597-3597
'""'"'° ~'~ ~
A&A ENGINEERING
C!VJL • STRUCTURAL
5911 Rcnai.s:;.i.nce Place, Suite n •Toledo, OH 43623
Td. 419-292-1983 •Fax. 419-292.0955
www.;ia-cnginccrs.cmn
DRAWING INFORMATION
PROJECT: 18'-0" WIDE BUILDINGS
LOCATION: ST ATE OF MASSACHUSETTS
PROJECT NO.: 032-16-0224
SHEET TITLE:
SPACING SCHEDULES
& ENCLOS URE NOTES
SHEET NO.: 4 I 11
DRAWN BY: LAK DATE: 8/9/16
CHECKED BY: OAA DATE: 8/9/16
LEGAL INFORMATION
-ANY DUPUCATION OF THIS DRAWING IN WHOl£ OR
PART IS STIRCTlY FORBIDDEN. AN'rVNE DOING 50 WILL BE PROSECUTIED UNDER THE FULL EXTENT OF THE LAW.
-DRAWINGS VALID UP TO I YEAR FROM DATE OF ISSUE.
SEAL:
DATE EXPIRES: 06/30/2018
DATE SIGNED: AUG 09 2016
TABLE 5.1: PURLIN SPACING SCHEDULE
GROUND
St-.'OW/
ROOF LIVE
LOAD (PSF)
WIND SPEED (MPH) WIND SPEED (MPH)
90 100 110 120 130 140 150 90 100 110 120 130 140 150
M ~ ~ ~ 30 ~ ~ ~ 30 ~ IB IB ~ ~
~ ~ ~ ~ 30 ~ ~ 30 30 ~ IB IB ~ ~
~ ~ ~ ~ 30 ~ ~ ~ ~ ~ IB IB ~ ~
~ ~ ~ ~ 30 ~ ~ IB IB IB IB IB ~ ~
~ ~ ~ ~ 30 ~ ~ IB IB IB IB IB ~ ~
30 30 30 30 30 ~ ~ IB IB IB IB IB ~ ~
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
M ~ ~ ~ ~ 30 30 ~ ~ 30 ~ IB IB ~
~ ~ ~ ~ ~ 30 30 ~ ~ 30 ~ IB IB ~
~ ~ ~ ~ ~ 30 30 30 30 30 ~ IB IB ~
~ ~ ~ ~ ~ 30 30 30 30 30 ~ IB IB ~
~ ~ ~ ~ ~ 30 30 ~ ~ ~ ~ IB IB ~
~ ~ ~ ~ ~ 30 30 IB IB IB IB IB IB ~
~ ~ ~ ~ ~ 30 30 IB IB IB IB IB IB ~
M ~ ~ ~ ~ ~ 30 M ~ ~ 30 ~ ~ IB
48 48 42 42 36 36 30 48 48 36 30 24 24 18
48 48 42 42 36 36 30 42 42 36 30 24 24 18
42 42 42 42 36 36 30 36 36 36 30 24 24 18
42 42 42 42 36 36 30 30 30 30 30 24 24 18
36 36 36 36 36 36 30 24 24 24 24 24 24 18
36 36 36 36 ~ 36 30 24 24 24 24 24 24 18
M 48 42 42 36 36 30 M 48 42 42 36 30 30
NOTES:
30/20
40/25
50/35
60/40
70/50
80160
90170
30/20
40/25
50/ 35
60/40
70/50
80160
90/ 70
30120
40/25
50/ 35
60/40
70/50
80160
90170
30/20
40 I 25 48 48 42 42 36 36 30 48 48 42 42 36 30 30
50 I 35 48 48 42 42 36 36 30 48 48 42 42 36 30 30
60 I 40 42 42 42 42 36 36 30 42 42 42 42 36 30 30
70 I 50 42 42 42 42 36 36 30 42 42 42 42 36 30 30
80 I 60 36 36 36 36 36 36 30 36 36 36 36 36 30 30
90 I 70 36 36 36 36 36 36 30 36 36 36 36 36 30 30
30/20 M 48 42 42 36 36 30 M 48 42 42 36 36 30
40 I 25 48 48 42 42 36 36 30 48 48 42 42 36 36 30
50 I 35 48 48 42 42 36 36 30 48 48 42 42 36 36 30
60 I 40 42 42 42 42 36 36 30 42 42 42 42 36 36 30
70 I 50 42 42 42 42 36 36 30 42 42 42 42 36 36 30
80 I 60 36 36 36 36 36 36 30 36 36 36 36 36 36 30
90 I 70 36 36 36 36 36 36 30 36 36 36 36 36 36 30
lPuRLIN SP ACING UNITS ARE IN INCHES.
2. FRAME SPACING NEEDS TO BE DETERMINED FROM TABLE 4.
TABLE 5.2: GIRT SPACING SCHEDULE
5'-0" 60 48 36 30 24 24 18
4'-6" 60 60 48 42 36 30 24
4'-0" 60 60 54 M 42 36 30
3'-6" 60 60 54 M 48 42 42
2'-0' TO 3'-0" 60 60 54 M 48 42 42
NOTES: ~RT SP ACING UNITS ARE IN INCHES.
2. THIS SCHEDULE IS TO BE USED FOR BOTH
14GA AND 18 GA PURLINS.
3. FRAME SPACING NEEDS TO BE DETERMINED
FROM TABLE 4.
MANUFACTURED BY:
f'N':f
Carports, Inc.
170 Holly Springs Rd.
Mt. Airy, NC 27030
1-800-597-3597
"""""" "" ~ ~
A&AENGINEERING
CIVIL· STRUCTURAL
5911 Renaissance Place, Suite B • Toledo, OH 43623
Tel. 419-292-1983 • fa,. ·119-292--0955
www.aa-cnginecn.ro111
DRAWING INFORMATION
PROJECT: 18'-0" WIDE BUILDINGS
LOCATION: ST ATE OF MASSACHUSETTS
PROJECT NO.: 032-16-0224
SHEET TITLE:
PURLIN & GIRT
SP ACING SCHEDULES
SHEET NO.: 5 I 11
DRAWN BY: LAK DATE: 8/9/16
CHECKED BY: OAA DATE: 8/9/16
LEGAL INFORMATION
-ANY DUPLICATION OF TlilS DRAWING IN WHOLE OR.
PAR.TIS STRICTLY FOR.BIDDEN. ANYONE OOING 50 WILL BE PR.OSECLJTED UNDER. TliE FULL EXfENT OF TI1E LAW.
-DRAWINGS VALID UP TO I YEN?. FR.OM DATIE OF ISSUE.
SEAL:
DATE EXPIRES: 06/30/2018
DATESIGNED: AUG 09 2016
TYP. HOR!ZONT AL SHEATHING
SCALE: NTS
SEE TABLE 2.2 FOR
FASTENER SCHEDULE
TYP. HORIZONTAL SHEATHING DETAIL
SCALE: NTS
[16] Ar-,GLE CLIP. SECURE TO
DOOR POST AND BASE RAIL
WI (4) [23] FASTENERS E.S.
SEE TABLE 2.2 FOR
FASTENER SCHEDULE
[9A] END-WALL GIRTS
[9]GIRTS
TYP . VERTICAL SHEATHING
SCALE: NTS
SEE TABLE 2.2 FOR
FASTENER SCHEDULE
[10] SHEATHING
ATTACH PURLINS TO
ROOF BEAMS WI (2)
[23] FASTENERS
GENERAL SHEATHING NOTES:
1. REGULAR STYLE BUILDINGS CAN
ONLY HAVE HORIZONTAL
SHEATHING ON ROOF AND WALLS.
2. A-FRAME STYLE BUILDINGS CAN
HAVE ANY COMBINATION OF
HORIZONTAL OR VERTICAL
SHEATHING ON ROOFS AND WALLS.
3. BOTH HORIZONTAL AND VERTICALS
ROOF SHEATHING CAN HAVE MAX.
6" OVERHANG.
4. USING VERTICAL SHEATHING MAY
ALLOW FOR GREATER FRAME
SPACING. SEE NOTE 2 UNDER
TABLE 4.
ROOF VERTICAL SHEATHING DET All
SCALE: NTS
ATTACH GIRTS TO POSTS
WI (2) [23] FASTENERS
SEE TABLE 2.2 FOR
FASTENER SCHEDULE
[9]GIRTS
WA LL VERTICAL SHEATHING -TUBE DETAIL 3 SCALE: NTS
WALL VERTICAL SHEATHI NG -HAT CHANNEL DETAIL 3 SCALE: NTS
MANUFACTURED BY:
f'N'1
Carports, Inc.
170 Holly Springs Rd.
Mt. Airy, NC 27030
1-800-597-3597
'"'"'~'~'~ ~
A&A ENGINEERING
CIVIL · STRUCTIJRAL
5911 Renaissance Place, Suite B • Toledo, OH 43623
Tel. 419-292-1983 •fax. •119-292-0955
www.aa-enginccrs.co111
DRAWING INFORMATION
PROJECT: 18'-0" WIDE BUILDINGS
LOCATION: ST ATE OF MASSACHUSETTS
PROJECTNO.: 032-16-0224
SHEET TITLE:
SHEATHING OPTIONS
& DETA!LS
SHEET NO.: 6 I 11
DRAWN BY: LAK DATE: 8/9/16
CHECKED BY: OAA DATE: 8/9/16
LEGAL INFORMATION
-ANY DUPLICATION OF l111S DRAWING IN WHOLE OR
PART IS STRICTLY FORBIDDEN. ANYONE DOING 50 Will.
BE PROSECLJTED UNDER l11E FULJ. EXTENT OF l11E LAW. -DRAWINGS VALID UP TO I YEAR FR.OM DATE OF ISSUE.
SEAL:
DATE EXPIRES: 06/30/2018
DATE SIGNED: AUG 09 2016
' 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
CLEAR BAY EACH SIDE OF
OVERHEAD DOOR OPENINS & AT
BUILDlt\1G CORNERS
SIDE WALL OVER HEAD DOOR OPENINGS
SCALE: NTS
SERVlCE DOOR(S)
TO BE LOCATED
PER CUSTOMER
REQUIREMENTS
SIDE WALL SERVICE DOOR I WINDOW OPENINGS
SCALE: NTS
SIDE WALL FRAMING NOTES:
[12] DOOR POST
[6] 6" LG. CONNECTOR
SLEEVE. FIELD BOLT -
SEE TABLE 3.2 FOR NO.
OF FASTENERS REQD.
[5] BASE RAIL
DOOR POST BOT. CONN. DETAIL
SCALE: NTS
[1] COLUMN POST
ABOVE HEADER
[16] At\1GLE CUP. SECURE
TO COLUMN POST AND
HEADER W/ (4) [23]
FASTENERS E.S.
TYP. WINDOW FRA MING 2 CONN. DETAIL
SCALE: NTS
[6] 6" LG. CONNECTOR
SLEEVE. FJELD BOLT -SEE
TABLE 3.2 FOR NO. OF
FASTENERS REQD.
[14] DOUBLE HEADER
118" FlLLET -H/2" LG. @ 12"
C.C STITCH WELD BOTH
SIDES STAGGERED -TYP.
COL UMN POST ABOVE DOOR 3 HEADER CONN. DETAIL
[15] At\1GLE CUP. SECURE
TO COLUMN POST AND
SERVJCE DOOR I WINDOW
FRAMINS WI (4) [23]
FASTENERS E.S.
[15] SERVICE DOOR I
WINDOW FRAMINS
[1] COLUMN POST
SCALE: NTS
TYP. SERVICE DOOR I WINDOW 4 FRAMING CONN. DETAIL
SCALE: NTS
[15] At\1GLE CUP. SECURE TO
COLUMN POST AND HEADER
WI (4) [23] FASTENERS E.S.
[14 J DOUBLE HEADER
1/8" FILLET -H/2" LG. @ 8"
C.C STITCH WELD BOTH
SIDES STAGGERED -TYP.
[12] DOOR POST [6] 6" LG. CONNECTOR
SLEEVE. FIELD BOLT -
SEE TABLE 3.2 FOR t\~.
OF FASTENERS REQD.
CO LUMN POST ABOVE DOOR 5 HEADER CONN. DETAIL
SCALE: NTS
1. DESIGNS AND DETAILS SHOWN HERE ARE APPLICABLE TO BOTH REGULAR AND A-FRAME STYLE BUILDINGS.
2. MAX. HEIGHT OF SIDE WALL DOOR OPENINGS DEPENDS ON POST LENGTH NEEDED TO ACCOMMODATE KNEE BRACES.
3. OVERHEAD DOOR OPENINGS CANNOT CUT THROUGH MORE THAN 2 FULL FRAMES.
4. MIN. 1 CLEAR BAY MUST BE MAINTAINED BETWEEN ANY 2 OVERHEAD DOOR OPENINGS. A CLEAR BAY JS A SPACE
BETWEEN TWO FRAMES THAT HAS NO OVERHEAD DOOR OPENINGS.
5. MIN. 1 CLEAR BAY MUST ALSO BE MAINTAINED FROM THE BUILDING CORNERS.
6. SERVICE DOORS AND WINDOWS CAN BE PLACED IN CLEAR BAYS OR ANY WHERE ELSE AS NEEDED.
MANUFACTURED BY:
f-'N~
Carports, Inc.
170 Holly Springs Rd.
Mt. Airy, NC 27030
1-800-597-3597
''""""" ""~ ~
A&A ENGINEERING
CIVIL· STRUCTURAL
591 l Henai.ss;mce Place, Suilc ll •Toledo, OH 43623
Tel. ·119-292-1983 •fax. •119-292-0955
\\WW.aa-cuglnccrs.com
DRAWING INFORMATION
PROJECT: 18'-0" WIDE BUILDINGS
LOCATION: ST ATE OF MASSACHUSETTS
PROJECT NO.: 032-16-0224
SHEET TITLE:
SIDE WALL FRAMING
& OPENINGS
SHEET NO.: 7 I 11
DRAWN BY: LAK DATE: 8/9/16
CHECKED BY: OAA DATE: 8/9/16
LEGAL INFORMATION
-ANY DUPLICATION OF TlilS DRAWING IN WliOLE OR
PART IS STIRCTlY FORBIDDEN. ANYONE DOING 50 WILL BE PROSECLJTED UNDER TliE FULL EXTENT OF TliE LAW.
-DRAWINGS VALID UP TO I '!'CAR. FROM DATE OF ISSUE.
SEAL:
DATE EXPIRES: 06/30/2018
DATESIGNED: AUG 09 2016
MIN.12"
CORNER
OFFSET
{f.,' ,,fa.V.·
END WALL FRAMING NOTES:
/>(JJ '1'~"
MIN. 12" BETWEEN
OPENlt\GS
MIN.12"
CORNER
OFFSET
END WALL OVER HEAD DOOR OPENINGS
SCALE: NTS
SERVICE DOOR(S) TO BE
LOCATED PER CUSTOMER
REQUIREMENTS
END WA LL SERVICE DOOR AND WINDOW OPENINGS
SCALE: NTS
1. DESIGNS AND DETAILS SHOWN HERE ARE APPLICABLE TO BOTH REGU LAR AND A-FRAME STYLE BUILDINGS.
2. MIN. 12" CLEARANCE MUST BE MAINTAINED BETWEEN ANY TWO OPENINGS (OVERHEAD DOOR OR SERVICE DOOR)
AND FROM CORNERS.
3. SERVICE DOORS AND WINDOWS CAN BE PLACED AS NEEDED.
4. DIAGONAL BRACES NEED TO BE ADDED FOR PARTIAL END WALL ENCLOSURES. SEE SHEET 9 FOR DIAGONAL
BRACE CONNECTION DETAILS.
END WALL GABLES
SCALE: NTS
PARTIAL END WALL FRAMING
SCALE: NTS
TABLE 8-A.1: END WALL POST
SP ACING SCHEDULE
WIND SPEED I EAVE HEIGHT
(MPH) UP ro 7' 8' ro 9' 10' ro 12'
90 5' 5' 5'
100 5' 5' 4.5'
110 4.5' 4.5' 4'
120 4.5' 4.5' 3'
130 4' 4' 2.5'
140-150 3.5' 3' 2'
MANUFACTURED BY:
f'N'1
Carports, Inc.
170 Holly Springs Rd.
Mt. Airy, NC 27030
1-800-597-3597
'"""~' "' ~ ~
A&A ENGINEERING
CIVIL· STRUCTURAL
5911 Rcnaiss;mcc Place, Suite B •Toledo, OH 43623
Tel. 419-292-1983 •Fax. 419-292-0955
W\\w.aa-engincers.com
DRAWING INFORMATION
PROJECT: 18'-0" WIDE BUILDINGS
LOCATION: STATE OF MASSACHUSETTS
PROJECT NO.: 032-16-0224
SHEET TITLE:
END WALL FRAMING
SHEET NO.: 8-A I 11
DRAWN BY: LAK DATE: 8/9/16
CHECKED BY: OAA DATE: 8/9/16
LEGAL INFORMATION
-/WY DUPLICATION OF THIS DRAWING IN WHOLE OR
PART IS STRICTLY FORBIDDEN. AV!VNE DOING 50 WILL
BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW.
-DRAWINGS VALID UP TO I YEAR FROM DATE OF ISSUE.
SEAL:
DATE EXPIRES: 06/30/2018
DATE SIGNED: AUG 09 2016
[12] DOOR POST [11] END WALL POST __ ___,.;;,,1,;.
[15] Al\GLE CLIP. SECURE TO
END WALL POST AND DOOR I
WINDOW FRAMll\G WI (4)
[23] FASTENERS E.S.
[11] END WALL POST --~
[16] Al\GLE BRACKET.
SECURE TO DOOR POST
AND BASE RAIL WI (4)
[23] FASTENERS
[17] STRAIGHT BRACKET.
SECURE TO DOOR POST
AND BASE RAIL WI (4)
[23] FASTENERS
[3] BASE RAIL
DOOR POST BASE RAIL CONN. DETAIL
[15] SERVICE DOOR I
WINDOW FRAMING
[15] Al\GLE CLIP. SECURE TO
DOOR POST AND BASE RAIL
WI (4) [23] FASTENERS E.S.
[13] Sll\GLE HEADER
SCALE: NTS TYP. SERVICE DOOR I WINDOW
FRAMING CONN. DETAIL 6 HEADER -END WA LL POST CONN. DETAIL
[3] SIDE WALL BASE RAIL
[1] COLUMN POST
[6] 6" LG.
CONNECTOR SLEEVE
[16] Al\GLE BRACKET. SECURE
TO DOOR POST AND BASE RAIL
WI (4) [23] FASTENERS
[3] END WALL BASE RAIL
CORNER DETAIL
SCALE: NTS
[11] END WALL POST
[16] Al\GLE BRACKET. SECURE
TO DOOR POST AND BASE RAIL
WI (4) [23] FASTENERS E.S.
[3] BASE RAIL
END WALL POST -BASE
RAIL CONN. DETAIL 3
SCALE: 1'115
[2] ROOF BEAM
SCALE: NTS
2
[16] Al\GLE BRACKET. SECURE
TO DOOR POST AND BASE RAIL
WI (4) [23] FASTENERS E.S.
[17] STRAIGHT BRACKET. SECURE
TO DOOR POST AND BASE RAIL [11] END WALL POST
WI (4) [23] FASTENERS SDS OR [12] DOOR POST
END WA LL POST -ROOF BEAM CONN. DETAIL
SCALE: NTS
[11] END WALL POST
ABOVE HEADER
[15] Al\GLE CLIP.
SECURE TO DOOR POST
AND BASE RAIL WI (4)
[23] FASTENERS E.S.
[13] SINGLE HEADER
END WALL POST ABOVE HEADER CONN. DETAIL
SCALE: NTS
4
SCALE: NTS
[15] Al\GLE CLIP. SECURE TO
HEADER AND COLUMN POST
WI (4) [23] FASTENERS E.S.
[13] SINGLE HEADER
GABLE HEADER -CORNER POST CONN. DETAIL
SCALE: NTS
[11] END WALL POST
POST ABOVE HEADER
[15] ANGLE CLIP.
SECURE TO DOOR POST
AND BASE RAIL WI (4)
#3 TEKS SDS E.S.
[14] DOUBLE HEADER
118" FlLLET -1-112" LG.
@8"C.CSTITCH
WELD BOTH SIDES
STAGGERED -TYP.
END WALL POST ABOVE DOUBLE 9 HEADER CONN. DETAIL
SCALE: NTS
[11] END WALL POST
[15] Al\GLE CLIP. SECURE TO
DOOR POST AND BASE RAIL
WI (4) [24] FASTENERS E.S.
[14] DOUBLE HEADER
118" FlLLET -1-112" LG. @ 8"
C.C STITCH WELD BOTH
SIDES STAGGERED -TYP.
DOUBLE HEADER -END WA LL
POST CO NN. DETAIL 10
SCALE: NTS
8
MANUFACTURED BY:
'(N'1
Carports, Inc.
170 Holly Springs Rd.
Mt. Airy, NC 27030
1-800-597-3597
"'"'ffi'" "" ~ ~
A&A ENGINEERING
CIVIL• STRUCI1JRAL
591 1 Hcnalls.1ncc Place, Sui!c B •Toledo, OH ·13623
Tel. ·U9-292-1983 • Fa..x. 419-292-0955
W\\W.aa-cngincers.com
DRAWING INFORMATION
PROJECT: 18'-0" WIDE BUILDINGS
LOCATION: ST ATE OF MASSACHUSETTS
PROJECTNO.: 032-16-0224
SHEET TITLE:
END WALL FRAMING
DETAILS
SHEET NO.: 8-B I 11
DRAWN BY: LAK DATE: 8/9/16
CHECKED BY: OAA DATE: 8/9/16
LEGAL INFORMATION
-ANY DUPLICATION OF THIS DRAWING IN WliO\£ OR
PART IS STRCTLY FORBIDDEN. ANYONE DOING 50 WILL BE PROSECUTIED UNDER THE FULL EXTENT OF THE LAW.
-DRAWINGS VALID UP TO I '\1'AR. FROM DATE OF ISSUE.
SEAL:
DATE EXPIRES: 06/30/2018
DATE SIGNED: AUG 09 2016
[21 ] DB BRACKET. SECURE TO
POST AND DIAGONAL BRACES WI
(7) [23] FASTENERS AS SHOWN
[2] ROOF BEAM
DIAGONAL BRACE TOP CORNER CONN. DET All"
SCALE: NTS
[19] DIAGONAL BRACES
[1] COLUMN POST OR
[11] END WALL POST
[21] DB BRACKET. SECURE TO
POST AND DIAGONAL BRACES WI
(7) [23] FASTENERS AS SHOWN
DIAGONA L BRACE -POST CONN. DET All" 2 SCALE: NTS
[21] DB BRACKET. SECURE TO
POST AND DIAGONAL BRACES WI
(7) [23] FASTENERS AS SHOWN
[3] END WALL BASE RAIL
[1] COLUMN POST
AT CORNER
DIAGONAL BRACE BOT. CORNER CONN. DET All" 3 SCALE: NTS
" INSIDE VIEW SHOWN FOR CLARITY
CORNER DIAGONAL
BRAC!t\'G -SEE NOTES
FOR REQUIREMENTS
DIAGONAL BRACING AT CORNERS
SCALE: NTS
CORNER BRACING NOTES:
1. DIAGONAL BRACING AT BUILDING CORNERS JS REQUIRED FOR
FULLY ENCLOSED BUILDINGS IN LOCATIONS WHERE WIND SPEED JS
120 MPH OR GREATER.
2. IF CORNER BRACING JS REQUIRED BUT THE BUILDING IS MISSING
AN END WALL THEN THE BUILDING MUST BE DESIGNED AS AN
OPEN BUILDING (USE SPACING FOR OPEN BUILDING IN TABLE 4.1).
3. DIAGONAL BRACING JS ALSO REQUIRED ON THE CORNERS ON THE
SIDE WALLS WHEN THE ADJACENT END WALL JS PARTIALLY
ENCLOSED.
, MANUFACTURED BY:
f-'N':y
Carports, Inc.
170 Holly Springs Rd.
Mt. Airy, NC 27030
1-800-597-3597
CIVIL· STRUCTURAL
5911 Rc11aiss.111cc Place, Suite ll •Toledo, OH 43623
Tel. ·119·292-1983 •Fox. ·119-292-0955
www.aa-cnginccrs.com
DRAWING INFORMATION
PROJECT: 18'-0" WIDE BUILDINGS
LOCATION: ST ATE OF MASSACHUSETTS
PROJECT NO.: 032-16-0224
SHEET TITLE:
CORNER BRACING
DETAILS
SHEET NO.: 9 I 11
DRAWN BY: LAK DATE: 8/9/16
CHECKED BY: OAA DATE: 8/9/16
LEGAL INFORMATION
-/WY DUPLICATION OF TI11S DRAWING IN WHOl£ OR.
PAR.T 15 5TRJCTlY FORBIDDEN. /WYONE DOING 50 WILL BE PR.OSEClJTED UNDER. TI1E FULL EXfENT OF TI1E lAW.
-DRAWINGS VALID UP TO I YEAR. FR.OM DATE OF ISSUE.
SEAL:
DATE EXPIRES: 06/30/2018
DATE SIGNED: AUG 09 2016
OPT!ONAL LEAN-TO ADD!TlON
[6] 6" LG. CONNECTOR SLEEVE -
FIELD BOLT WI [23] FASTENERS
E.S. -SEE TABLE 3.2 FOR 1\0. OF
FASTENERS REQD.
SCALE: NTS
[6] 12" LG. CONNECTOR SLEEVE -
FIELD BOLT TO BOTH TUBES WI
[23] FASTENERS -SEE TABLE 3.2
FOR NO. OF FASTENERS REQD.
[2] ROOF BEAM -
LENHO ADDITION
[1] COLUMN POST -FOR EAVE HEIGHTS
GREATER THAN 8'-0" INSERT TS 2.25 X
2.25 X 14GA TUBE INTO COLUMN POST
LEAN-TO ATTACHMENT DETA!L
SCALE: NTS
LE AN-TO ADD!TlON NOTES:
1. LEAN-TO ADDITIONS CAN BE ADDED ON EITHER OR BOTH SIDES OF
THE BUILDING.
2. ROOF SLOPE AND PURLIN. GIRT AND FRAME SPACINGS OF THE
ADDITION HAVE TO MATCH THAT OF THE MAIN STRUCTURE ..
3. IF THE LEAN-TO ADDITION IS "OPEN "(BOTH END WALLS OR SIDE WALL
IS NOT ENCLOSED). THE DESIGN OF THE MAIN BUILDING HAS TO USE
THE FRAME SPACING OF AN OPEN BUILDING FROM TABLE 4.
MANUFACTURED BY:
f'N'1
Carports, Inc.
170 Holly Springs Rd.
Mt. Airy, NC 27030
1-800-597-3597
''°'"ffiro~ ~ ~
A&A ENGINEERING
CIVIL· STRUCTIJRAL
5911 Rcnaiss.·mcc PL1cc, Suite B • Toledo, OH 43623
Tel. 419-292-1983 •Fax. ·U9-292-0955
www.aa-cnginccr.;.con1
DRAWING INFORMATION
PROJECT: 18'-0" WlDE BU!LD!NGS
LOCATION: ST ATE OF MASSACHUSETTS
PROJECT NO.: 032-16-0224
SHEET TITLE:
OPTIONAL LEAN-TO
ADDITION
SHEET NO.: 10 I 11
DRAWN BY: LAK DATE: 8/9/16
CHECKED BY: OAA DATE: 8/9/16
LEGAL INFORMATION
-ANY DUPUCATlON OF Tl11S DRAWING IN WHOLE OR.
PAR.TIS STR.CTLY FORBIDDEN. ANYONE DOING SO WILL BE PROSECUTED UNDER Tl1E FULL EXTENT OF Tl1E LAW.
-DRAWINGS VAUD UP TO I YEAR. FROM DATE OF ISSUE.
SEAL:
DATE EXPIRES: 06/30/2018
DATESIGNED: AUG 09 2016
CONCRETE SLAB FOUNDATION NOTES:
1. DESIGNS SHOWN ON THIS SHEET ARE FOR CONCRETE SLAB
FOUNDATION. ANY OF THE FOUNDATIONS SHOWN ON SHEETS 11-A
THRU D CAN BE USED.
2. EITHER OPTION 1 'EDGE OFFSET' OR OPTION 2 'NOTCHED EDGE'
DETAIL CAN BE USED.
3. FOR OPTION 1 THE MIN. SLAB SIZE SHALL BE EQUAL TO THE
OUTSIDE DIMENSIONS OF THE BUILDING PLUS 5" EACH DIRECTION.
3. FOR OPTION 2 THE MIN. SLAB SIZE SHALL BE EQUAL TO THE SIDE
DIMENSIONS OF THE BUILDING DIMENSIONS.
4. CONCRETE ANCHORS SHALL BE LOCATED NEXT TO EVERY POST
AND ON EITHER SIDE OF OPENINGS. TWO ANCHORS SHALL BE
INSTALLED AT CORNER OF ENCLOSED BUILDINGS WITH END WALLS
-ONE ON EACH BASE RAIL.
5. CONCRETE ANCHORS CAN BE ANY ONE OF THE OPTIONS
MENTIONED IN TABLE 11-A.1.
6. DEPTH OF SLAB TURN DOWN FOOTING SHALL BE GREATER THAN
FROST DEPTH SPECIFIED PER LOCAL CODE.
7. CONTROL JOINTS SHALL BE PLACED SO AS TO LIMIT MAX. SLAB
SPANS TO 20' IN EACH DIRECTION.
8. ASSUMED SOIL BEARING CAPACITY IS TO BE A MIN. OF 1500 PSF.
9. CONCRETE STRENGTH TO BE A MIN OF 2500 PSI@ 28 DAYS.
CONTROL JOINTS SPACED AT
MAX. 20'-0" O.C.
SCALE: NTS
TABLE 11-A.1: CONCRETE TABLE 11-A.2: NOTCH WfDTH
SLAB ANCHOR SCHEDULE --
130 TO 150 5/8"0 X7"
NOTES:
1. EXP ANS ION ANCHORS. WEDGE ANCHORS OR
ADHESIVE ANCHORS MAY BE USED.
2. MIN. EMBEDMENT DEPTH TO BE 4".
3. ANCHORS TO BE SPACED NO MORE THAN 6"
FROM POSTS.
4. ALL ANCHORS TO BE A307 EQUIVALENT OR
BETTER.
MIN. 4" EDGE DIST.
23/4" 2 7/8"
DEPTH IS TO BE 11/2"
ANSHOR -SEE
TABLE 11-A1
13/4" 17/8"
[1] COLUMN POST
[3] BASE RAIL
. ... ~\C> ]~~
•• 4f • • •• ti.'· ..• -~. . ui ~ -~·· 4 C\_j 1--~-~--....... 8 ~
SECTION A-A
MIN. 4" EDGE DIST.
A~rnOR -SEE
TABLE 11-A1 NOTCH-SEE
TABLE 11-A2 CO~\'.::RETE SLAB
W6X6 I 6 WELDED
WIRE OR FIBER MESH
(3) #4 REBAR CONT. ~-,,__ __ ,,_ I, I,
1 1' 'I
ALT. NOTCHED EDGE DETAIL
OPTION 1: EDGE OFFSET DETAIL
OVERHEAD DOOR NOTCH DETAIL
SCALE: NTS
ANCHOR-SEE
TABLE 11-A1
3"
[1] COLUMN POST
[3] BASE RAIL
SECTION E>-B
MIN. 4" EDGE DIST.
[7] BASE ANGLE
[1] COLUMN POST
[3] BASE RAIL
LL-'--'---'-' ER LOCAL t:RADE
I, I, CODE. MIN 12" (3) #4 REBAR CONT. 'I 1' 'I BELOW GRADE
OPTION 2: EDGE FLUSH DETAIL(,\
SCALE:NTS ~ SCALE: NTS
MANUFACTURED BY:
f-'N':T
Carports, Inc.
170 Holly Springs Rd.
Mt. Airy, NC 27030
1-800-597-3597
A&A ENGINEERING
CIVIL • STRUCI1JRAL
5911 Renaissance Place, Suite ll • Toledo, OH 43623
Tc\. 419-292·1983 •Fa.-.:. 419-292-0955
W\\W.aa-cnginccrs.com
DRAWING INFORMATION
PROJECT: 18'-0" WfDE BUfLDfNGS
LOCATION: ST ATE OF MASSACHUSETTS
PROJECT NO.: 032-16-0224
SHEET TITLE:
FOUNDATION OPTION 1:
CONCRETE SLAB
SHEET NO.: 11-A I 11
DRAWN BY: LAK DATE: 8/9/16
CHECKED BY: OAA DATE: 8/9/16
LEGAL INFORMATION
-ANY DUPLICATION Of Tl11S DRAWING IN WliOlf OR
FART IS STRICTLY FORBIDDEN. ANYONE DOING 50 Wiil_ BE PROSECUTED UNDER Tl1E FUil_ EXTENT Of Tl1E LAW.
-DRAWINGS VAUD UP TO I YEAR FROM DATE OF ISSUE.
SEAL:
DATE EXPIRES: 06/30/2018
DATESIGNED: AUG 09 2016
TABLE 11-B.1: ANCHOR SCHEDULE
NOTES:
;:-Exp ANSION ANCHORS. WEDGE ANCHORS OR ADHESIVE
ANCHORS MAY BE USED.
2. MIN. EMBEDMENT DEPTH TO BE 4".
3. ANCHORS TO BE SPACED NO MORE THAN 6" FROM
POSTS.
4. ALL ANCHORS TO BE A307 EQUIVALENT OR BETTER.
TABLE 11-B.2: CONC.
STRIP SCHEDULE
WIND5PEEDI MIN. SIZE
(MPH) REQD.
90 TO 110 12"X12"
120 TO 130 18"X12"
26" X12"
140 TO 150 21x15"
18"X18"
NOTES:
lWJDTH AND DEPTH DIMENSIONS CAN
BE INTERCHANGED.
CONCRETE STRIP FOUNDATION NOTES:
1. DESIGNS SHOWN ON THIS SHEET ARE FOR CONCRETE STRIP FOUNDATION. ANY
OF THE FOUNDATIONS SHOWN ON SHEETS 11-A THRU D CAN BE USED.
2. CONCRETE ANCHORS SHALL BE LOCATED NEXT TO EVERY POST AND ON EITHER
SIDE OF OPENINGS. TWO ANCHORS SHALL BE INSTALLED AT CORNER OF
ENCLOSED BUILDINGS WITH END WALLS -ONE ON EACH BASE RAIL.
3. DEPTH OF CONCRETE STRIP FOOTING SHALL BE GREATER THAN FROST DEPTH
SPECIFIED PER LOCAL CODE.
4. ASSUMED SOIL BEARING CAPACITY IS TO BE A MIN. OF 1500 PSF.
5. CONCRETE STRENGTH TO BE A MIN OF 2500 PSI@ 28 DAYS.
GRADE
(4)#4 REBAR
CONT.
4· . ,'
Al\'CHOR -SEE
TABLE 11-B.1
L L
'I SEE TABLE 11-B.2 'I
CONCRETE STRIP FOUNDATION DETAIL
SCALE: NTS
MANUFACTURED BY:
-r-N~
Carports, Inc.
170 Holly Springs Rd.
Mt. Airy, NC 27030
1-800-597-3597
A&AENGINEERING
CIVIL· STRUCI1JRAL
5911 Renaissance Place, Suite B •Toledo, OH ·13623
Tel. 419-292-1983 • fax. 419-292-0955
\nn,·.aa-cnginccn.ro111
DRAWING INFORMATION
PROJECT: 18'-0" WIDE BUILDINGS
LOCATION: STATE OF MASSACHUSETTS
PROJECTNO.: 032-16-0224
SHEET TITLE:
FOUNDATION OPTION 2:
CONCRETE STRIP
SHEETNO.: 11-B I 11
DRAWN BY: DATE: 8/9/16
CHECKED BY: DATE: 8/9/16
LEGAL INFORMATION
-/WY DUPLICATION OF 11115 DRAWING IN WHOI£ OR.
PAR.T 15 5TR.CllY FORBIDDEN. ANYONE DOING 50 WIIL BE PR.05ECLJfED UNDER. 111E FUIL EXTENT OF 111E lAW.
-DRAWINGS VAUD UP TO I 'r1:AR. FR.OM DAlE OF ISSUE.
SEAL:
DATE EXPIRES: 06/30/2018
DATE SIGNED: AUG 09 2016
COt\CRETE PIER
MIN. (1) #4 BAR -
36"LG.
. . .. . . . •·.
. . <I •••
... . . . · .. · . ..... : . . . ..s.,' . : "-. -:--4.: .• /'/. .. : . :---...;_ . · .. · :· .
CONCRETE PIER DET All
SCALE: NTS
ANCHOR ROD INTO SOIL DET All
SCALE: NTS 2
COl\'CRETE PIERS
AT ALTERNATE
END WALL POSTS
COl\'CRETE PIERS AT
ALTERNATE lNfERIOR
COLUMN POSTS
CONCRETE PIER FOUNDATION
SCALE: NTS
CONCRETE PIER FOUNDATION NOTES:
1. DESIGNS SHOWN ON THIS SHEET ARE FOR CONCRETE
PIER FOUNDATION. ANY OF THE FOUNDATIONS SHOWN
ON SHEETS 11-A THRU D CAN BE USED.
2. CONCRETE PIERS SHALL BE LOCATED AT ALL 4
CORNERS, ON EACH SIDE OF OVERHEAD DOOR
OPENINGS AND ON ALTERNATE INTERIOR COLUMN
POSTS AND END WALLS POSTS.
3. PIERS SHALL BE FORMED BY DIGGING A HOLE OF THE
SAME SIZE AS THE PIER ON LEVEL GRADE AND FILLING
WITH COt\CRETE. THRD. ROD ANCHORS SHOULD BE
DROPPED INTO THE PIERS PRIOR TO POURING THE
CONCRETE.
4. ALL POSTS NOT SUPPORTED ON CONCRETE PIERS
SHALL BE ANCHORED TO THE GROUND WITH A 112" X
30" LG. THREADED ROD. RODS WILL HAVE A WELDED
NUT AT THE TOP AND ONE COAT OF RUST PROOF
PRIMER.
5. ASSUMED SOIL BEARING CAPACITY JS TO BE A MIN.
OF 1500 PSF.
TABLE 11-C.1: CONG.
PIER SCHEDULE
WINDSPEEDI MIN.SIZE
(MPH) REQD.
90 TO 110 18"0 X36"
120 TO 130 18"0 X42"
140 TO 150 18"0 X48"
TABLE 11-C.2: CONCRETE PIER
ANCHOR SCHEDULE
5/8"0 x 7"
NOTES:
lExPANSlON Al\'CHORS. WEDGE ANCHORS
OR ADHESIVE ANCHORS MAY BE USED.
2. MIN. EMBEDMENT DEPTH TO BE 4".
3. ANCHORS TO BE SPACED NO MORE THAN
6" FROM POSTS.
MANUFACTURED BY:
~N~
Carports, Inc.
170 Holly Springs Rd.
Mt. Airy, NC 27030
1-800-597-3597
"'"moo~'~~
A&AENGINEERING
CIVIL· STRUCTIJRAL
5911 Hcnaiss.1nce Place, Suite B •Toledo, OH 43623
Tel. 419-292-1983 • fa,. 419-292-0955
1nnv.aa-enginccn.co11l
DRAWING INFORMATION
PROJECT: 18'-0" WIDE BUILDINGS
LOCATION: ST ATE OF MASSACHUSETTS
PROJECT NO.: 032-16-0224
SHEET TITLE:
FOUNDATION OPTION 3:
CONCRETE PIERS
SHEET NO.: 11-C I 11
DRAWN BY: LAK DATE: 8/9/16
CHECKED BY: OAA DATE: 8/9/16
LEGAL INFORMATION
-ANY DUPUCA TION OF THIS DRAWING IN WHOlf OR
PART IS STRICTLY FORBIDDEN. ANYONE DONG 50 WILL
BE PROSECIJTED UNDER THE FULL EXTENT OF THE LAW. -DRAWINGS VALID UP TO I 'r1:AA FROM DATE OF ISSUE.
SEAL:
6. CONCRETE STRENGTH TO BE A MIN OF 2500 PSI@ 28
DAYS.
4. ALL ANCHORS TO BE A307 EQUIVALENT OR BETTER. DATE EXPIRES: 06/30/2018
DATE SIGNED: AUG 09 2016
[3] BASE RAIL
[1] COLUMN POST OR
[11] END WALL POST ~~ Ill =-1 ~ ~Ji~~~~ ~JL l~~ 111 ~ r -~~J ~ ~ ~
DRILL 5/8" HOLE THROUGH ~ J Ill ~~~ l~~~ll Ill ~
BASE RAIL AND SECURE I( -i~ J f~ ~~ 11! i%z. l!j ~
ANCHOR EYE WITH 1/2" 0 ~ J ~~~ ~11 Ill '~~ ~
~ I.. ~'--. ~ ~ ~ ill THROUGHBOLTAND2" I( -,=~~ ""'r~ ~~~ Ii! ~1 Ill
WASHERSE.S. I(~ ~~J ~ ~'vP' """' ""' ~1 ~~JL l~~~ ""~~~ '~, &-111 Ill Ill 1rm-~:k ""'r~ ' ~ ~~ 111 Ill !Ml ~ ~~ '\""' 111 II~~ 1
Ill !!fr"~ ~ ~ '~ ~ f 111 111 1111 47 Ill j l ~ ~~_::j1~ ,,, II 111 111 £ ~ ~111 111 ~ f 1
11 111 ~ 7
1
Al\(HOR ROD
OPTION 1: HELICAL SOIL
ANCHORS
SCALE: ITTS
1/2" 0 SHAFT X (2)
4" DISKS -HELICAL
SOIL ANCHOR
111 I~ 111 111 ~,#' SOIL NK.::HORS AT
111 111 111 I I I ALTERNATE END
II 111 ~? I WALL POSTS
111 11 {41 r-~J SOILAl\rnORSAT II !&" L I 1 ALTERNATE INTERIOR
SOIL ANCHORS EITHER jp !J COLUMN POSTS
SIDE OF OVERHEAD P 11-D
DOOR OPENll\GS ANCHOR RODS AT ALL
SOIL ANCHORS AT ALL POSTS NOT SUPPORTED
CORNIERS ON SOIL ANCHORS
SOIL FOUNDATION
SOIL FOUNDATION NOTES: SCALE: ITTS
1. DESIGNS SHOWN ON THIS SHEET ARE FOR SOIL ANCHOR FOUNDATION. ANY OF
THE FOUNDATIONS SHOWN ON SHEETS 11-A THRU D CAN BE USED.
[3] BASE RAIL [1] COLUMN POST OR
[11] END WALL POST
2. SOIL ANCHORS (HELICAL OR ROCK/ASPHALT) SHALL BE LOCATED AT ALL 4
CORNERS. ON EACH SIDE OF OVERHEAD DOOR OPENINGS AND ON ALTERNATE
INTERIOR COLUMN POSTS AND END WALLS POSTS.
3. HELICAL ANCHORS ARE TO BE USED ONLY IF THE DRIVING TORQUE INTO THE
GROUND IS 150 FT-LBS OR GREATER. MANUFACTURER JS NOT RESPONSIBLE
FOR SOIL QUALITY AT SITE.
4. HELICAL ANCHORS CAN ONLY BE USED FOR CLASS 2. 3 & 4 SOILS (SEE SOIL
CLASSIFICATIONS THIS PAGE).
5. ALL POSTS WITH NO ANCHORS ADJACENT SHALL BE ANCHORED TO THE
GROUND WITH A 1/2" X 30" LG. ROD. RODS WILL HAVE A WELDED NUT AT THE
TOP AND ONE COAT OF RUST PROOF PRIMER.
6. ASSUMED SOIL BEARING CAPACITY JS TO BE A MIN. OF 1500 PSF.
SOIL CLASSIFICATIONS:
SOIL CLASS DESCRIPTION
2
3
SANDY GRAVEL AND GRAVEL. VERY THIN DENSE AND/OR CEMENTED SANDS.
COARSE GRAVEL/COBBLES. PRELOADED SILTS. CLAYS AND CORAL.
SAND, SILTY SAND, CLAYEY SAND. SILTY GRAVEL, MEDIUM DENSE COARSE
SANDS, SANDY GRAVEL. VERY STIFF SILT AND SANDY CLAYS.
4 LOOSE TO MEDIUM DENSE SANDS. FIRM TO STIFF CLAYS AND SILTS AND
ALLUVIAL FILLS.
•FROM HUD "tv,ODf:l t\-1/\NlJF/\CTlJRf:D fiOtv,f: INST/\LL/\TlON ST/\ND/\RDS"
ANCHOR ROD
[7] BASE Al\GLE
DRILL 5/8" HOLE THROUGH
BASE RAIL AND SECURE
[7] BASE Al\GLE WITH
1/2" 0 THROUGH BOLT
AND 1" WASHERS E.S.
EXISTll\G
ASPHALT
HP9-A ASHPALT I
HP-9 ROCK ANCHOR
OPTION 2: ROCK I ASPHALT ANCHORS
SCALE: ITTS
MANUFACTURED BY:
-r-N'1
Carports, Inc.
170 Holly Springs Rd.
Mt. Airy, NC 27030
1-800-597-3597
'"""''" '" ~ ~
A&A ENGINEERING
CIVIL • STRUCTIJRAL
5911 Rcnaiss;mcc Place, Suite B •Toledo, OH 43623
Tel. ·U9-292-1983 • Fax. 419-292-0955
www.:ia-cnginccrs.com
DRAWING INFORMATION
PROJECT: 18'-0" WIDE BUILDINGS
LOCATION: ST ATE OF MASSACHUSETTS
PROJECT NO.: 032-16-0224
SHEET TITLE:
FOUNDATION OPTION 4:
SOIL ANCHORS
SHEET NO.: 11-D I 11
DRAWN BY: LAK DATE: 8/9/16
CHECKED BY: OAA DATE: 8/9/16
LEGAL INFORMATION
-ANY DUPLICATION OF TlilS DRAl'v1NG IN WliOLE OR
FART IS STRCTLY FORBIDDEN. ANYONE DOING50 l'v1LL BE PROSECUTED UNDER TliE FULL EXfENT OF TliE LAW.
-DRAl'v1NGS VALID UP TO I YEAR FROM DATE OF ISSUE.
SEAL:
DATE EXPIRES: 06/30/2018
DATE SIGNED: AUG 09 2016