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POST SPACING
PER SCHEDULES
1'-0"
MAX
1'-0"
MAX
ALLO
WABLE
PO
ST H
EIG
HT
PER SCH
ED
ULES
40'-0" MAX WALL
1'-0"
MAX
ALLO
WABLE
PO
ST H
EIG
HT
PER SCH
ED
ULES
ALLOWABLE
EAVE BEAM
SPAN PER
SCHEDULES
12'-0" MAX ROOF CLEAR SPAN
3" COMPOSITE
ROOF PANEL, TYP.
3" COMPOSITE
ROOF PANEL, TYP.
POST PER
SCHEDULES,
TYP.
EAVE BEAM PER
SCHEDULES
TYP.
1'-0"
MAX
ALLO
WABLE
PO
ST H
EIG
HT
PER SCH
ED
ULES
12'-0" MAX ROOF CLEAR SPAN
3" COMPOSITE
ROOF PANEL,
TYP.
1'-0"
MAX
POST PER
SCHEDULES,
TYP.
EAVE BEAM PER
SCHEDULES
TYP.
1/4" = 1'-0"
(HOST ATTACHED)
SECTION 1/4" = 1'-0"
(FREE-STANDING)
SECTION
OPEN WALL SYSTEM OPEN WALL SYSTEM
1/4" = 1'-0"
(FREE-STANDING)
FRONT ELEVATION
POST PER
SCHEDULES,
TYP.
EAVE
BEAM PER
SCHEDULES
TYP.
3
2
3,4
2
3,4
2
3,4
4
1,2,3
5
EXISTING HOST
EAVE SUBSTRATE
BY OTHERS, TYP.
EXISTING HOST
SUBSTRATE BY
OTHERS, TYP.
EXISTING HOST
SUBSTRATE BY
OTHERS, TYP.
INSULATED PATIO COVER
ROOF OVER OPEN WALL
ROOM SYSTEMS
1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN
ACCORDANCE WITH THE STRUCTURAL PROVISIONS OF THE 2012 INTERNATIONAL
BUILDING CODE. STRUCTURE SHALL BE FABRICATED IN ACCORDANCE WITH ALL
GOVERNING CODES. CONTRACTOR SHALL INVESTIGATE AND CONFORM TO ALL
LOCAL BUILDING CODE AMENDMENTS WHICH MAY APPLY.
2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE
DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED
FOR WOOD ANCHOR DESIGN.
3. THE ARCHITECT/ENGINEER OF RECORD FOR THE PROJECT SUPERSTRUCTURE
WITH WHICH THIS DESIGN IS USED SHALL BE RESPONSIBLE FOR THE INTEGRITY OF
ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED BY
THE PERMITTING CONTRACTOR.
4. ALUMINUM MEMBERS ANCHORS SHALL BE SPACED WITH 2xDIAMETER END
DISTANCE AND 2.5xDIAMETER MIN. SPACING TO ADJACENT ANCHORS, UNLESS
NOTED OTHERWISE.
5. ALL FASTENERS TO BE #12 OR GREATER SAE GRADE 5 UNLESS NOTED
OTHERWISE. FASTENERS SHALL BE CADMIUM-PLATED OR OTHERWISE
CORROSION-RESISTANT MATERIAL AND SHALL COMPLY WITH "SPECIFICATIONS FOR
ALUMINUM STRUCTURES" SECTION 5.2.1 BY THE ALUMINUM ASSOCIATION, INC., &
ANY APPLICABLE FEDERAL, STATE, AND/OR LOCAL CODES.
6. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'
RECOMMENDATIONS. MINIMUM EMBEDMENT SHALL BE AS NOTED HEREIN. MINIMUM
EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER
WALL FINISHES.
7. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE
ONLY.
8. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM
DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS, I.E. ALUMINUM PER F.B.C.
2003.8.4.
9. ALL ALUMINUM SHALL BE 6063-T6 ALLOY AND TEMPER UNLESS NOTED
OTHERWISE.
10. ALL CONCRETE TO REACH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI
IN 7 DAYS.
11. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN
ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES
HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES &
APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, &
CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE,
& FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN.
12. ENGINEERING EXPRESS HAS NOT VISITED THIS JOBSITE. INFORMATION
CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA AND
MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR
LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS.
WORK SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS
SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON
DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF
EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS.
13. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS
OR AFFIRMATIONS ARE INTENDED.
14. ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE
NOT PERMITTED AND INVALIDATE THIS CERTIFICATION.
GENERAL NOTES:
2012 INTERNATIONAL BUILDING CODE , ASCE 7-10
Vult=VARIES PER DESIGN SCHEDULES, EXPOSURES ' B' & 'C'
RISK CATEGORY II, G=0.85, Kd= 0.85, Kz=0.85, Kzt=0.85
(FLAT OR UNOBSTRUCTED TERRAIN ONLY)
ROOF OVER OPEN STRUCTURE WITH OBSTRUCTED WIND FLOW
qh = 0.00256*Kz*Kzt*Kd*V*V*I
P = qh*G*Cn, G=0.85
MRH= 15'
ROOF LIVE LOAD: 30 PSF
ROOF DEAD LOAD: 2 PSF
DESIGN NOTES:
OF
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FRANK L. BENNARDO, P.E.
1
13'-0" M
AX O
VERALL RO
OF
12'-0" M
AX RO
OF CLEAR SPAN
EXISTING HOST
STRUCTURE,TYP
WALL
HEADER,TYP
3" CO
MPO
SITE
RO
OF PAN
EL, TYP.
(REFEREN
CE
FL#
15491.1)
40'-0" MAX WALL
42'-0" MAX ROOF
15'-0" M
AX O
VERALL RO
OF
12'-0" M
AX RO
OF CLEAR SPAN
3" CO
MPO
SITE
RO
OF PAN
EL, TYP.
(REFEREN
CE
FL#
15491.1)
40'-0" MAX WALL
42'-0" MAX ROOF
1'-0" MAX
OVERHANG, TYP.
1'-0" MAX
OVERHANG, TYP.
1'-0" MAX
OVERHANG, TYP.
1'-0" MAX
OVERHANG, TYP.
1/4" = 1'-0"
FREE-STANDING PLAN
PLAN VIEW
1
1
1
1
1
2
1
3
1/4" = 1'-0"
HOST ATTACHED PLAN
PLAN VIEW
SEE
SCHEDULE
SEE
SCHEDULE
SEE
SCHEDULE
SEE
SCHEDULE
0.80" MIN.
SPACING BETWEEN
BOLTS, TYP.
4" = 1'-0"
EAVE BEAM CONNECTION
SECTION/ELEVATION
5
16
"Ø SAE GRADE 5
THRUBOLTS, TYP.
(SEE SCHEDULE
FOR NUMBER OF
BOLTS)
3" OR 4" POST
NOTCHED AT
CENTER TO
RECEIVE EAVE
BEAM,TYP.
0.80" MIN.
SPACING BETWEEN
BOLTS, TYP.
1 3/4"
A
A
5
16
"Ø SAE GRADE 5
THRUBOLTS, TYP.
(SEE SCHEDULE
FOR NUMBER OF
BOLTS)
3" OR 4" POST
NOTCHED AT
CENTER TO
RECEIVE EAVE
BEAM,TYP.
EAVE BEAM PER
SCHEDULE,TYP.
EAVE BEAM PER
SCHEDULE,TYP.
SECTION A-A
B
B
SECTION B-B
ROOF PANEL NOT
SHOWN FOR
CLARITY
6.7 C-BEAM PER
SCHEDULE,TYP.
3" OR 4" POST
NOTCHED TO
RECEIVE EAVE
BEAM,TYP.
3
8
"Ø SAE GRADE 5
THRUBOLTS, TYP.
(SEE SCHEDULE
FOR NUMBER OF
BOLTS)
0.95" MIN.
SPACING BETWEEN
BOLTS, TYP.
4" = 1'-0"
6.7 C-BEAM CONN.
SECTION
B
B
SIMILAR
2"x4" SMB
2" TILT BEAM
2"x5" SMB
2"x7" SMB
90 "B"
-TO-
155 "C"
155 "C"
-TO-
180 "C"
2"x6" SMB
2"x8" SMB
2"x9" SMB
6.7 C BEAM
2"x5" EDGE
2"x10" SMB
(2)- ROWS OF 2
BOLTS [TOTAL
OF 4 BOLTS]
(2)- ROWS OF 4
BOLTS [TOTAL
OF 8 BOLTS]
(2)- ROWS OF 4
BOLTS [TOTAL
OF 8 BOLTS]
(2)- ROWS OF 2
BOLTS [TOTAL
OF 4 BOLTS]
(2)- ROWS OF 3
BOLTS [TOTAL
OF 6 BOLTS]
(2)- ROWS OF 3
BOLTS [TOTAL
OF 6 BOLTS]
EAVE BEAM
TYPE
EAVE BEAM THRUBOLT
CONNECTION SCHEDULE:
OF
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FRANK L. BENNARDO, P.E.
1
2.500"
0.125"
2.625"
2.625"
2.500"
5.310"
3.625"
3.125"
3.375"
2.750"
6.500"
3.375"
0.125"
3.625"
0.500"
TYP.
2.375"
1.500"
2.750"
2.625"
1.500"
6.703"
0.109"
0.109"
0.125"
2.550"
0.084"
2.930"
0.078"
B
th
tb
HB
4"2"
5"2"
6"2"
7"2"
8"2"
9"2"
10"2"
tb
0.056"
th
0.046"
0.058" 0.050"
0.060" 0.065"
0.105" 0.075"
0.060" 0.057"
0.112" 0.072"
0.187" 0.092"
2"x4" SMB
2"x5" SMB
2"x6" SMB
2"x7" SMB
2"x8" SMB
2"x9" SMB
2"x10" SMB
BEAM TYPE
SELF MATING BEAM
SCHEDULE:
#12 SAE GRADE 5
STITCH SCREWS AT
12" MAX O.C.,TYP.
2"x4" - 2"x10" SELF
MATING BEAMS
6.7 C-BEAM
2"x5" EDGE BEAM
2"x4" TILT BEAM
3" & 4" SQUARE POST
B
B
tb
B
3"
tb
0.093"3"x3"x0.093"
BEAM TYPE
SQUARE POST
SCHEDULE:
3"x3"x
1
8
" 3" 0.125"
4"x4"x
1
8
" 4" 0.125"
2.930"
3.991"
0.500"
TYP.
1.625"
0.500"
TYP.
0.500"
TYP.
2.155"
0.500"
TYP.
0.500"
TYP.
2.125"
0.500"
TYP.
0.500"
TYP.
3" EXTENDED U-CLIP
4" EXTENDED U-CLIP
L
L
0.250"
L
3"
tb
0.250"3"x
1
4
"
BEAM TYPE
CLIP SCHEDULE:
4" 0.250"4"x
1
4
"
2"x7" EDGE BEAM
7.000"
2.000"
0.080"
OF
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FRANK L. BENNARDO, P.E.
1
EXISTING WOOD TRUSS OR
RAFTER (G=0.55 MIN WOOD).
PROVIDE (4)-#14 WOOD
SCREWS AT EACH RAFTER END
WITH 2
1
2
" THREAD
PENETRATION,
3
4
" EDGE
DISTANCE.
3" SNAP-N-LOCK
COMPOSITE PANEL
(2)-#14 WOOD SCREWS WITH 1"Ø
WASHER, 1
1
2
" MIN. THREAD
PENETRATION TO FASCIA,
3
4
" EDGE
DIST., 1" MIN. SPACING PER PAIR.
SPACE ANCHOR PAIRS AT 11
1
2
" MAX
O.C., TYP.
EXISTING WOOD FASCIA
(G=0.55 MIN.) WOOD,
TYP.
CONTINUOUS 3.00" x 0.05"
RECEIVING CHANNEL
EXTRUSION, TYP.
3" SNAP-N-LOCK
COMPOSITE PANEL
1
4
"Ø ITW TAPCON MAXI-SET ANCHOR
OR
1
4
"Ø ITW TAPCON WITH 1"Ø
WASHER, 1
3
4
" EMBED TO 3KSI
CONCRETE, 2
1
2
" EDGE DIST., SPACED
AT 7" O.C. OR
1
4
"Ø ELCO ULTRACON
WITH 1"Ø WASHER, 2
1
4
" EMBED TO
GROUT FILLED BLOCK, 2
1
2
" EDGE
DIST., SPACED AT 7" O.C. (DO NOT
SPACE ANCHOR CLOSER THAN 4
1
4
" TO
ANY ADJACENT CONCRETE/BLOCK
ANCHOR).
EXISTING 3KSI CONCRETE OR
HOLLOW BLOCK (ASTM C-90 BLOCK)
HOST STRUCTURE, TYP.
CONTINUOUS 3" x 0.05" RECEIVING
CHANNEL EXTRUSION, TYP.
#12 SAE GRADE 5 SHEET
METAL SCREWS AT 10" O.C.
EA SIDE, TYP.
#12 SAE GRADE 5 SHEET
METAL SCREWS AT 10" O.C.
EA SIDE, TYP.
3" SNAP-N-LOCK
COMPOSITE
PANEL
#12 SAE GRADE 5 SHEET METAL
SCREWS AT 10" O.C. EA SIDE, TYP.
GUTTER
EXTRUSION, TYP.
3" SNAP-N-LOCK
COMPOSITE PANEL
1
4
"Ø SAE GRADE 5 SMS WITH
5
8
"Ø
INTEGRATED ALUMINUM/NEOPRENE
WASHER. UTILIZE 1
1
2
"Ø
ALUMINUM/NEOPRENE WASHER &
PROVIDE 5 PITCHES MIN. PAST THE
EAVE BEAM FLANGE THREAD PLANE
WITH THE FOLLOWING SPACING:
130 "B"
-TO-
155 "C"
1
4
"Ø SMS SPACING TABLE:
VELOCITY
& EXP
155 "C"
-TO-
180 "C"
7.75"
O.C.
0.024"
SKINS
ROOF SKIN
THICKNESS
0.032"
SKINS
10.25"
O.C.
4.50"
O.C.
6.25"
O.C.
3" = 1'-0"
ROOF PANEL TO EAVE BEAM
SECTION
3" = 1'-0"
ROOF PANEL GUTTER DETAIL
SECTION
3" = 1'-0" SECTION
ROOF PANEL TO CONC. OR
BLOCK HOST STRUCTURE
3" = 1'-0" SECTION
ROOF PANEL TO WOOD
HOST STRUCTURE
EAVE BEAM PER
SCHEDULES, TYP.
4"-10" EAVE BEAM
DEPTH
PER SCH
ED
ULES
12"
MAX
OVERHANG
90 "B"
-TO-
100 "C"
9.00"
O.C.
11.50"
O.C.
OF
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FRANK L. BENNARDO, P.E.
1
3" OR 4" POST PER
SCHEDULE,TYP.
HOST SUBSTRATE
PER SCHEDULE,TYP.
3" = 1'-0" DETAIL
U-CLIP CONNECTION
1/4"Ø ELCO ULTRACONS WITH
3
4
"Ø MIN WASHER, 1
3
4
" EMBED,
4" EDGE DISTANCE, 1
1
2
" MIN.
SPACING.
1/4"Ø LAG SCREWS WITH
3
4
"Ø
MIN WASHER, 2
1
2
" MIN.
THREAD PENETRATION,
3
4
"
EDGE DISTANCE, 1
1
2
" MIN.
SPACING.
3KSI MIN.
CONC.
A-CLIP
U-CLIP
CONNECTION TYPE
EXTRUSION
TYPE
3" U-CLIP
(4)
PER CLIP
ANCHOR
DESCRIPTION
3" U-CLIP
(EXTENDED)
4" U-CLIP
4" U-CLIP
(EXTENDED)
ANCHOR
(QTY.)
WOOD
(G=0.55 MIN)
SUBSTRATE
ANCHORS PER
SCHEDULE,TYP.
CLIP TYPE PER
SCHEDULE,TYP.
NOTE: U-CLIP CONNECTION
EXTRUSION MAY VARY (3" U-CLIP
SHOWN HERE FOR CLARITY)
(3)-#14 SAE GRADE 5
SMS EACH SIDE OF POST
FOR A TOTAL OF (6) SMS
PER CONNECTION, TYP.
B-CLIP
C-CLIP
D-CLIP
ALL ALLOWABLE POST HEIGHTS; POST SPACING ≤6 FT MAX O.C.
WIND SPEED &
EXPOSURE
3x3
FLUTED
3"x3"
x0.093"
3"x3"
x0.125"
4x4
FLUTED
4"x4"
x0.125"
130 B, 130 C,
140 B, 155 B
A-CLIP A-CLIP A-CLIP C-CLIP C-CLIP
165 B, 165 C,
170 B, 170 C,
180 C
B-CLIP B-CLIP B-CLIP D-CLIP D-CLIP
HOST ATTACHED POST BASE:
CONCRETE & WOOD SUBSTRATE
(FOR USE WITH ALUMINUM U-CLIPS)
U-CLIP SCHEDULE:
(SEE HOST ATTACHED POST BASE SCHEDULE FOR APPLICABILITY OF
THESE CLIP TYPES)
3
8
"Ø HILTI KWIK BOLT 3 WITH
1
1
2
"Ø WASHER, 3
1
2
" EMBED, 9"
MIN. EDGE DISTANCE, 4.95"
MIN SPACING FOR 3" POSTS
AND 5.95" MIN SPACING FOR
4" POSTS, TYP.
3KSI MIN.
CONC.
TYPE 1
ANCHOR
CONNECTION TYPE
EXTRUSION
TYPE
(2)-3"x3"x
1
4
"
ANGLES
1 PER
ANGLE
(2 TOTAL)
ANCHOR
DESCRIPTION
ANCHOR
(QTY.)
WOOD
(G=0.55 MIN)
SUBSTRATE
TYPE 2
TYPE 3
ALUMINUM TIE-DOWN ANGLE DIRECTIVE:
(SEE HOST ATTACHED /FREE STANDING POST BASE TIE-DOWN
SCHEDULE FOR APPLICABILITY OF THESE CLIP TYPES)
(4)-3"x3"x
1
4
"
ANGLES
(2)-4"x4"x
1
4
"
ANGLES
3/8"Ø LAG SCREWS WITH 1
1
2
"Ø
MIN WASHER, 2
3
8
" MIN.
THREAD PENETRATION,
3
4
"
EDGE DISTANCE, 4.95" MIN.
SPACING FOR 3" POSTS AND
5.95" MIN. SPACING FOR 4"
POSTS, TYP.
ALL ALLOWABLE POST HEIGHTS; POST SPACING >6 FT O.C.
WIND SPEED &
EXPOSURE
3x3
FLUTED
3"x3"
x0.093"
3"x3"
x0.125"
4x4
FLUTED
4"x4"
x0.125"
130 B, 130 C,
140 B, 155 B
TYPE-1
165 B, 165 C,
170 B, 170 C,
180 C
HOST ATTACHED POST BASE TIE-DOWN TYPE
SCHEDULE: CONCRETE & WOOD SUBSTRATE
(FOR USE WITH ALUMINUM TIE-DOWN ANGLES)
TYPE-1 TYPE-1 TYPE-3 TYPE-3
TYPE-2 TYPE-2 TYPE-2 TYPE-4 TYPE-4
TYPE 3
(4)-4"x4"x
1
4
"
ANGLES
3" = 1'-0" DETAIL
TIE-DOWN CONNECTION
ALUMINUM ANGLE
3" OR 4" POST PER
SCHEDULE,TYP.
ANCHORS PER
SCHEDULE,TYP.
HOST SUBSTRATE
PER SCHEDULE,TYP.
1
4
" THICK
EQUAL LEG
EXTRUSION
TYPE PER
SCHEDULE,TYP.
NOTE: EXTRUSION & NUMBER
OF ANGLES MAY VARY
(3"x3"x
1
4
" ANGLE SHOWN
HERE FOR CLARITY)
(4)-#14 SAE GRADE 5
SMS EA VERTICAL LEG OF
ANGLE SECURED TO
POST PER SCHEDULE,
TYP.
VARIES
PER
SCHEDULE
HOST ATTACHED SYSTEMS
POST SPACING ≤6 FT MAX O.C.
HOST ATTACHED SYSTEMS
POST SPACING >6 FT MAX O.C.
DIRECTION OF ROOF
CLEAR SPAN ABOVE
DIRECTION OF ROOF
CLEAR SPAN ABOVE
3" = 1'-0" DETAIL
TIE-DOWN CONNECTION
ALUMINUM ANGLE
3" OR 4" POST PER
SCHEDULE,TYP.
HOST SUBSTRATE
PER SCHEDULE,TYP.
1
4
" THICK
EQUAL LEG
EXTRUSION
TYPE PER
SCHEDULE,TYP.
NOTE: EXTRUSION MAY VARY
(3"x3"x
1
4
" ANGLE SHOWN
HERE FOR CLARITY)
(4)-#14 SAE GRADE 5
SMS EA VERTICAL LEG OF
ANGLE SECURED TO
POST PER SCHEDULE,
TYP.
VARIES
PER
SCHEDULE
POST SPACING
>6 FT O.C.
3x3 FLUTED 4x4 FLUTED 4"x4" x0.125"
TYPE-2
ALL WIND SPEEDS
& EXPOSURES
ALL ALLOWABLE
POST HEIGHTS PER
SCHEDULE
TYPE-2
ALL WIND SPEEDS
& EXPOSURES
ALL ALLOWABLE
POST HEIGHTS PER
SCHEDULE
TYPE-2
90 B, 90 C, 100 B,
100 C, 130 B, 130
C, 140 B, 155 B
ALLOWABLE POST
HEIGHTS UP TO
9'-0" MAX PER
SCHEDULE
TYPE-2
155 C
ALLOWABLE POST
HEIGHTS UP TO
8'-0" MAX PER
SCHEDULE
TYPE-2
170 C
ALLOWABLE POST
HEIGHTS UP TO
7'-0" MAX PER
SCHEDULE
TYPE-2
ALL WIND SPEEDS
& EXPOSURES
ALL ALLOWABLE
POST HEIGHTS PER
SCHEDULE
TYPE-2
WIND SPEEDS "130
C" AND GREATER.
ALL ALLOWABLE
POST HEIGHTS PER
SCHEDULE
*VALUES ARE NOT
APPLICABLE
POST SPACING
≤6 FT O.C.
POST SPACING
FREE STANDING SYSTEMS
W/ VARYING POST SPACING
FREE STANDING POST BASE TIE-DOWN TYPE
SCHEDULE: CONCRETE & WOOD SUBSTRATE
(FOR USE WITH ALUMINUM TIE-DOWN ANGLES)
AS DIMENSIONED
ON SHEET 3
(6)
PER CLIP
(4)
PER CLIP
(6)
PER CLIP
1 PER
ANGLE
(4 TOTAL)
1 PER
ANGLE
(2 TOTAL)
1 PER
ANGLE
(4 TOTAL)
7" FOR 3" POSTS
8" FOR 4" POSTS
1" FOR 3" ANGLE
2" FOR 4" ANGLE
1" FOR 3" ANGLE
2" FOR 4" ANGLE
ANCHORS PER
SCHEDULE,TYP.
7" FOR 3" POSTS
8" FOR 4" POSTS
NOTE:
*ALL AVAILABLE POSTS PER POST DESIGN SCHEDULES THAT ARE NOT LISTED IN
THIS FREE STANDING TIE-DOWN SCHEDULE SHALL BE ATTACHED TO THE HOST
STRUCTURE THROUGH AN ALTERNATE METHOD PER SEPARATE CERTIFICATION.
A-CLIP A-CLIP A-CLIP C-CLIP C-CLIP
90 B, 90 C,
100 B, 100 C
90 B, 90 C,
100 B, 100 C
TYPE-1 TYPE-1 TYPE-1 TYPE-3 TYPE-3
OF
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rojects\14-1994 IB
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reestanding and Lean-T
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esignE
val\W
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rickn
FRANK L. BENNARDO, P.E.
1
TABLE 2:
FREE STANDING SYSTEM ALLOWABLE POST HEIGHT: 130MPH, Exp 'B'
FREE STANDING SYSTEM ALLOWABLE POST HEIGHT: 130MPH, Exp 'C', 140MPH, EXP 'B' FREE STANDING SYSTEM ALLOWABLE POST HEIGHT: 140MPH, Exp 'C', 155 MPH, EXP 'B'
FREE STANDING SYSTEM ALLOWABLE POST HEIGHT: 155MPH, Exp 'C', 165 MPH, EXP 'B' FREE STANDING SYSTEM ALLOWABLE POST HEIGHT: 165MPH, Exp 'C', 170MPH, Exp 'C'
FREE STANDING SYSTEM ALLOWABLE POST HEIGHT: 180MPH, Exp 'C'
POST TYPE
POST SPACING
4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"
3"x3" FLUTED POST7'-0" 6'-2" 4'-2"
N/A N/A N/A N/A
3"x3"x0.093" POST9'-7" 9'-0" 8'-4" 7'-8" 7'-4" 6'-9" 6'-7"
3"x3"x1/8" POST
10'-0" 9'-10" 9'-4" 8'-8" 8'-4" 7'-9" 7'-6"
4"x4" FLUTED POST10'-0" 10'-0" 9'-4" 8'-5" 7'-7" 6'-11" 6'-4"
4"x4"x1/8" POST
10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
POST TYPE
POST SPACING
4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"
3"x3" FLUTED POST6'-10" 5'-9" 4'-2"
N/A N/A N/A N/A
3"x3"x0.093" POST9'-0" 8'-6" 7'-10" 7'-2" 6'-11" 6'-4" 6'-2"
3"x3"x1/8" POST
9'-10" 9'-3" 8'-9" 8'-1" 7'-10" 7'-3" 7'-0"
4"x4" FLUTED POST10'-0" 9'-0" 7'-11" 7'-1" 6'-5" 5'-10" 5'-4"
4"x4"x1/8" POST
10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
POST TYPE
POST SPACING
4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"
3"x3" FLUTED POST6'-0" 5'-0" 4'-2"
N/A N/A N/A N/A
3"x3"x0.093" POST8'-7" 8'-1" 7'-5" 6'-10" 6'-6" 6'-0" 5'-10"
3"x3"x1/8" POST
9'-4" 8'-9" 8'-4" 7'-8" 7'-5" 6'-10" 6'-8"
4"x4" FLUTED POST9'-1" 7'-11" 6'-11" 6'-2" 5'-6" 5'-0" 4'-7"
4"x4"x1/8" POST
10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 9'-10" 9'-6"
POST TYPE
POST SPACING
4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"
3"x3" FLUTED POST5'-0" 4'-2"
N/A N/A N/A N/A N/A
3"x3"x0.093" POST8'-1" 7'-4" 6'-11" 6'-5" 5'-11" 5'-8"
N/A
3"x3"x1/8" POST
8'-9" 8'-3" 7'-10" 7'-3" 6'-8" 6'-5" 6'-0"
4"x4" FLUTED POST7'-9" 6'-8" 5'-10" 5'-2" 4'-8" 4'-2" 3'-10"
4"x4"x1/8" POST
10'-0" 10'-0" 10'-0" 9'-11" 9'-6" 9'-3" 8'-11"
POST TYPE
POST SPACING
4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"
3"x3" FLUTED POST4'-3" 3'-7"
N/A N/A N/A N/A N/A
3"x3"x0.093" POST7'-7" 6'-11" 6'-4" 6'-0" 5'-6" 5'-2"
N/A
3"x3"x1/8" POST
8'-3" 7'-9" 7'-2" 6'-10" 6'-4" 6'-1" 5'-8"
4"x4" FLUTED POST6'-8" 5'-9" 5'-0" 4'-5" 3'-11" 3'-6" 3'-2"
4"x4"x1/8" POST
10'-0" 10'-0" 9'-9" 9'-4" 9'-0" 8'-8" 8'-5"
POST TYPE
POST SPACING
4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"
3"x3" FLUTED POST3'-10" 3'-2" 0'-1"
N/A N/A N/A N/A
3"x3"x0.093" POST
7'-4" 6'-8" 6'-1" 5'-7" 5'-1"
N/A N/A
3"x3"x1/8" POST
8'-0" 7'-6" 6'-11" 6'-4" 6'-1" 5'-7" 5'-5"
4"x4" FLUTED POST6'-1" 5'-2" 4'-6" 3'-11" 3'-6" 3'-2" 2'-10"
4"x4"x1/8" POST
10'-0" 9'-10" 9'-4" 9'-0" 8'-8" 8'-4" 8'-1"
HOST ATTACHED SYSTEM ALLOWABLE POST HEIGHT: 90MPH, Exp 'B' TO 155MPH, Exp 'B' HOST ATTACHED SYSTEM ALLOWABLE POST HEIGHT: 155MPH, Exp 'C', 180 MPH, EXP 'C'
POST TYPE
POST SPACING
4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"
3"x3" FLUTED POST10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 9'-0" 9'-0"
3"x3"x0.093" POST10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
3"x3"x1/8" POST
10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
4"x4" FLUTED POST10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
4"x4"x1/8" POST
10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
POST TYPE
POST SPACING
4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"
3"x3" FLUTED POST10'-0" 10'-0" 10'-0" 9'-0" 9'-0" 8'-0" 8'-0"
3"x3"x0.093" POST10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
3"x3"x1/8" POST
10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
4"x4" FLUTED POST10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
4"x4"x1/8" POST
10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
TABLE 5:
TABLE 3:
TABLE 6:
TABLE 4:
TABLE 7:
TABLE 8: TABLE 9:
POST TYPE
POST SPACING
4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"
3"x3" FLUTED POST7'-9" 6'-10" 4'-11"
N/A N/A N/A N/A
3"x3"x0.093" POST10'-0" 10'-0" 9'-0" 8'-10" 8'-0" 7'-0" 7'-0"
3"x3"x1/8" POST
10'-0" 10'-0" 10'-0" 9'-11" 9'-0" 8'-11" 8'-0"
4"x4" FLUTED POST10'-0" 10'-0" 10'-0" 9'-0" 8'-0" 7'-11" 7'-0"
4"x4"x1/8" POST
10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
FREE STANDING SYSTEM ALLOWABLE POST HEIGHT: 90MPH, Exp 'B' TO 100MPH, EXP 'C'
TABLE 1:
R
O
O
F
S
P
A
N
*THIS DETAIL APPLIES TO
BOTH HOST ATTACHED AND
FREE-STANDING ROOF
OVER OPEN STRUCTURES
POST SPACING
ISOMETRIC DETAIL*
S
P
A
N
1
S
P
A
N
2
S
P
A
N
3
POST 1
POST 2
CORNER
POST
CORNER POST
SPACING=
(
1
2
*SPAN 1)
TABLES 1-9 NOTES:
1) 2010 ALUMINUM DESIGN MANUAL, ALLOWABLE STRESS DESIGN METHOD USED IN ALL TABLES.
2) TABLES 1-9 CONSIDER A MAXIMUM ROOF CLEAR SPAN OF 12'-0".
3) TABLES 1-7 ARE TO BE USED FOR ROOF OVER OPEN STRUCTURES THAT ARE FREE-STANDING AS
ILLUSTRATED IN DETAIL 3/1 ON SHEET 1.
4) TABLES 8-9 ARE TO BE USED FOR ROOF OVER OPEN STRUCTURES THAT ARE HOST ATTACHED AS
ILLUSTRATED IN DETAIL 2/1 ON SHEET 1.
5) MAXIMUM ALLOWABLE POST HEIGHT IS 10 FT.
6) DEFLECTION LIMIT = L/120.
7) COLUMN SPACING IS HALF THE DISTANCE TO THE LEFT ADDED TO HALF THE DISTANCE TO THE
RIGHT OF THE BEAM (AVERAGE COLUMN SPACING).
8) VALUES BELOW ALLOWABLE CEILING HEIGHT INTENDED TO BE BUILT ON KNEEWALLS OR OTHER
SUPPORTING STRUCTURES (CERTIFIED BY OTHERS).
9) LOADING CRITERIA CONSIDERED IS THE GOVERNING CASE OF THE FOLLOWING SCENARIOS:
2PSF ROOF DEAD LOAD, 30 PSF MINIMUM SOLID ROOF LIVE LOAD, SOLID ROOF WIND LOADS PER
DESIGN CRITERIA IN GENERAL NOTES.
HOST ATTACHED SYSTEMS
FREE STANDING SYSTEMS
OF
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rojects\14-1994 IB
C2012- 3in and 4in O
pen P
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reestanding and Lean-T
o-D
esignE
val\W
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hange O
rder (4-25-16)\14-1994g O
pen R
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s (IB
C).dw
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5/05/2016 - 1
2:58pm
rickn
FRANK L. BENNARDO, P.E.
1
BEAM TYPE
MAXIMUM ROOF SPAN
4'-0" 6'-0" 8'-0" 10'-0" 12'-0"
2x4 SMB6'-9" 5'-10" 5'-2" 4'-9" 4'-5"
2x4 TILT BEAM7'-3" 6'-3" 5'-7" 5'-1" 4'-9"
2x5 SMB8'-0" 6'-11" 6'-2" 5'-8" 5'-3"
2X5 EDGE BEAM
10'-1" 9'-5" 8'-10" 8'-6" 7'-10"
2x6 SMB
10'-1" 8'-9" 7'-10" 7'-2" 6'-7"
2x7 SMB
10'-5" 9'-0" 8'-1" 7'-4" 6'-10"
2x8 SMB
12'-0" 12'-0" 12'-0" 11'-7" 10'-9"
2x9 SMB
12'-0" 12'-0" 12'-0" 12'-0" 11'-11"
6.7" C-BEAM
10'-9" 10'-4" 9'-9" 9'-2" 8'-9"
2"x7" EDGE BEAM
12'-0" 12'-0" 11'-8'' 11'-2'' 10'-9''
2x10 SMB
12'-0" 12'-0" 12'-0" 12'-0" 12'-0"
BEAM TYPE
MAXIMUM ROOF SPAN
4'-0" 6'-0" 8'-0" 10'-0" 12'-0"
2x4 SMB6'-9" 5'-10" 5'-2" 4'-9" 4'-5"
2x4 TILT BEAM7'-3" 6'-3" 5'-7" 5'-1" 4'-9"
2x5 SMB8'-0" 6'-11" 6'-2" 5'-8" 5'-3"
2X5 EDGE BEAM
10'-1" 9'-5" 8'-10" 8'-6" 7'-10"
2x6 SMB
10'-1" 8'-9" 7'-10" 7'-2" 6'-7"
2x7 SMB
10'-5" 9'-0" 8'-1" 7'-4" 6'-10"
2x8 SMB
12'-0" 12'-0" 12'-0" 11'-7" 10'-9"
2x9 SMB
12'-0" 12'-0" 12'-0" 12'-0" 11'-11"
6.7" C-BEAM
9'-9" 9'-9" 9'-9" 9'-2" 8'-9"
2"x7" EDGE BEAM
12'-0" 12'-0" 11'-8'' 11'-2'' 10'-9''
2x10 SMB
12'-0" 12'-0" 12'-0" 12'-0" 12'-0"
POST TYPE
MAXIMUM ROOF SPAN
4'-0" 6'-0" 8'-0" 10'-0" 12'-0"
2x4 SMB6'-8" 5'-9" 5'-2" 4'-8" 4'-4"
2x4 TILT BEAM
7'-2" 6'-2" 5'-6" 5'-1" 4'-8"
2x5 SMB7'-11" 6'-10" 6'-2" 5'-7" 5'-2"
2X5 EDGE BEAM
10'-0" 9'-4" 8'-10" 8'-5" 7'-10"
2x6 SMB
10'-0" 8'-8" 7'-9" 7'-1" 6'-7"
2x7 SMB
10'-4" 8'-11" 8'-0" 7'-3" 6'-9"
2x8 SMB
12'-0" 12'-0" 12'-0" 11'-6" 10'-7"
2x9 SMB
12'-0" 12'-0" 12'-0" 12'-0" 11'-9"
6.7" C-BEAM
9'-0" 9'-0" 9'-0" 9'-0" 8'-9"
2"x7" EDGE BEAM
12'-0" 12'-0" 11'-8'' 11'-2'' 10'-9''
2x10 SMB
12'-0" 12'-0" 12'-0" 12'-0" 12'-0"
BEAM TYPE
MAXIMUM ROOF SPAN
4'-0" 6'-0" 8'-0" 10'-0" 12'-0"
2x4 SMB6'-5" 5'-7" 5'-0" 4'-6" 4'-2"
2x4 TILT BEAM6'-11" 6'-0" 5'-4" 4'-11" 4'-6"
2x5 SMB7'-8" 6'-7" 5'-11" 5'-5" 5'-0"
2X5 EDGE BEAM
9'-10" 9'-2" 8'-8" 8'-2" 7'-6"
2x6 SMB
9'-8" 8'-4" 7'-6" 6'-10" 6'-4"
2x7 SMB
9'-11" 8'-7" 7'-8" 7'-0" 6'-6"
2x8 SMB
12'-0" 12'-0" 12'-0" 11'-1" 10'-3"
2x9 SMB
12'-0" 12'-0" 12'-0" 12'-0" 11'-5"
6.7" C-BEAM
8'-3" 8'-3" 8'-3" 8'-3" 8'-3"
2"x7" EDGE BEAM
12'-0" 12'-0" 11'-5'' 10'-11'' 10'-6''
2x10 SMB
12'-0" 12'-0" 12'-0" 12'-0" 12'-0"
BEAM TYPE
MAXIMUM ROOF SPAN
4'-0" 6'-0" 8'-0" 10'-0" 12'-0"
2x4 SMB5'-10" 5'-1" 4'-6"
4'-2"3'-10"
2x4 TILT BEAM6'-4" 5'-5" 4'-11" 4'-5" 4'-1"
2x5 SMB7'-0" 6'-0" 5'-5" 4'-11" 4'-7"
2X5 EDGE BEAM
9'-5" 8'-9" 8'-1" 7'-5" 6'-10"
2x6 SMB
8'-10" 7'-8" 6'-10" 6'-3" 5'-9"
2x7 SMB
9'-1" 7'-10" 7'-0" 6'-5" 5'-11"
2x8 SMB
12'-0" 12'-0" 11'-1" 10'-1" 9'-4"
2x9 SMB
11'-6" 11'-6" 11'-6" 11'-2" 10'-5"
6.7" C-BEAM
7'-6" 7'-6" 7'-6" 7'-6" 7'-6"
2"x7" EDGE BEAM
12'-0" 11'-7'' 10'-11'' 10'-5'' 9'-10''
2x10 SMB
12'-0" 12'-0" 12'-0" 12'-0" 12'-0"
BEAM TYPE
MAXIMUM ROOF SPAN
4'-0" 6'-0" 8'-0" 10'-0" 12'-0"
2x4 SMB5'-6" 4'-9" 4'-3" 3'-11" 3'-7"
2x4 TILT BEAM5'-11" 5'-2" 4'-7" 4'-2" 3'-11"
2x5 SMB6'-7" 5'-8" 5'-1" 4'-8" 4'-4"
2X5 EDGE BEAM
9'-2" 8'-6" 7'-8" 7'-0" 6'-6"
2x6 SMB
8'-4" 7'-2" 6'-5" 5'-10" 5'-5"
2x7 SMB
8'-7" 7'-5" 6'-7" 6'-1" 5'-7"
2x8 SMB
11'-7" 11'-7" 10'-5" 9'-6" 8'-10"
2x9 SMB
10'-10" 10'-10" 10'-10" 10'-7" 9'-9"
6.7" C-BEAM
7'-1" 7'-1" 7'-1" 7'-1" 7'-1"
2"x7" EDGE BEAM
12'-0" 11'-3'' 10'-7'' 10'-0'' 9'-3''
2x10 SMB
12'-0" 12'-0" 12'-0" 12'-0" 12'-0"
ALLOWABLE EAVE BEAM SPAN: 130MPH, Exp 'B'
ALLOWABLE EAVE BEAM SPAN: 155MPH, Exp 'C', 165 MPH, EXP 'B'
ALLOWABLE EAVE BEAM SPAN: 130MPH, Exp 'C', 140MPH, EXP 'B'
ALLOWABLE EAVE BEAM SPAN: 165MPH, Exp 'C', 170MPH, Exp 'C'
ALLOWABLE EAVE BEAM SPAN: 140MPH, Exp 'C', 155 MPH, EXP 'B'
ALLOWABLE EAVE BEAM SPAN: 180MPH, Exp 'C'
TABLE 11: TABLE 12:
TABLE 13: TABLE 14:
TABLE 15: TABLE 16:
ALLOWABLE EAVE BEAM SPAN: 90MPH, Exp 'B' TO 100MPH, EXP 'C'
TABLE 10:
BEAM TYPE
MAXIMUM ROOF SPAN
4'-0" 6'-0" 8'-0" 10'-0" 12'-0"
2x4 SMB8'-0"
7'-1" 6'-4" 5'-10" 5'-6"
2x4 TILT BEAM8'-7" 7'-8" 6'-11" 6'-4" 5'-11"
2x5 SMB9'-2" 8'-2" 7'-5" 6'-10" 6'-5"
2X5 EDGE BEAM
11'-4" 10'-7" 10'-0" 9'-7" 9'-2"
2x6 SMB
11'-3" 10'-1" 9'-2" 8'-6" 7'-11"
2x7 SMB
11'-0" 9'-11" 9'-1" 8'-6" 8'-0"
2x8 SMB
12'-0" 12'-0" 12'-0" 12'-0" 12'-0"
2x9 SMB
12'-0" 12'-0" 12'-0" 12'-0" 12'-0"
6.7" C-BEAM
11'-4" 10'-8" 10'-0" 9'-6" 9'-1"
2"x7" EDGE BEAM
12'-0" 12'-0" 12'-0" 12'-0" 12'-0"
2x10 SMB
12'-0" 12'-0" 12'-0" 12'-0" 12'-0"
E
A
V
E
B
E
A
M
S
P
A
N
R
O
O
F
S
P
A
N
EAVE BEAM CLEAR SPAN
ISOMETRIC DETAIL*
SPACING ISOMETRIC
EAVE-BEAM
*THIS DETAIL APPLIES TO
BOTH HOST ATTACHED AND
FREE-STANDING ROOF
OVER OPEN STRUCTURES
FREE STANDING & HOST ATTACHED SYSTEMS
TABLES 10-16 NOTES:
1) 2010 ALUMINUM DESIGN MANUAL, ALLOWABLE STRESS
DESIGN METHOD USED IN ALL TABLES.
2) TABLES 10-16 ARE TO BE USED FOR ROOF OVER OPEN
STRUCTURES THAT EITHER FREE-STANDING OR HOST
ATTACHED AS ILLUSTRATED ON SHEET 1.
3) MAXIMUM ALLOWABLE EAVE BEAM SPAN IS 12 FT.
4) DEFLECTION LIMIT = L/120.
5) COLUMN SPACING IS HALF THE DISTANCE TO THE LEFT
ADDED TO HALF THE DISTANCE TO THE RIGHT OF THE BEAM
(AVERAGE COLUMN SPACING).
6) VALUES BELOW ALLOWABLE CEILING HEIGHT
INTENDED TO BE BUILT ON KNEEWALLS OR OTHER
SUPPORTING STRUCTURES (CERTIFIED BY OTHERS).
7) LOADING CRITERIA CONSIDERED IS THE GOVERNING
CASE OF THE FOLLOWING SCENARIOS: 2PSF ROOF DEAD
LOAD, 30 PSF MINIMUM SOLID ROOF LIVE LOAD, SOLID
ROOF WIND LOADS PER DESIGN CRITERIA IN GENERAL
NOTES.
OF
V:\P
rojects\14-1994 IB
C2012- 3in and 4in O
pen P
atio S
ys. F
reestanding and Lean-T
o-D
esignE
val\W
P\C
hange O
rder (4-25-16)\14-1994g O
pen R
oom
S
ystem
s (IB
C).dw
g0
5/05/2016 - 1
2:58pm
rickn
FRANK L. BENNARDO, P.E.
1
