BPAT2015-0077 Planso U
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_r--� ---T PATIO, COVER SYSTEM AS MFG. BY; DURALUM PRODUCTS, INC.
GENERAL NOTES: l
GOVERNING CODES: 1� _
1. THE DESIGN OF ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLY WITH THE
2012 INTERNATIONAL BUILDING AND RESIDENTIAL CODES, 2013 CALIFORNIA BUILDING AND RESIDENTIAL
CODES, ASCE/SEI 7 -10 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2010
ALUMINUM MANUAL -ADM 1-10. COLUMNS BEARING ON CONCRETE SLAB IS IN ACCORDANCE WITH 2012 IRC
AND 2013 CRC SECTION AH105.2 FOR 10 psf RESIDENTIAL CONSTRUCTION AND ACI318-11 FOR 20,25 AND 30
psf RESIDENTIAL AND COMMERCIAL CONSTRUCTION.
DRAWING NOTES:
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE,
ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED.
3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE
MANUFACTURER DESIGN LOADS AND ENCLOSABILITY.
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE
NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE
AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,
TECHNIQUES, SEQUENCES AND PROCEDURES.
5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE
AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE
SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED
CHANGE ORDER.
6. FREESTANDING COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL.
7. ALL NEIN CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL.
8. ATTACHED COVERS MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST
1/2 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH EQUAL TO ZERO.
9. A MAXIMUM COLUMN LOAD OF 750 POUNDS IS PERMITTED FOR ATTACHED COVER COLUMNS BEARING ON
EXISTING OR NEW CONRETE SLABS.
10. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL APPLICATIONS AND RESIDENTIAL
CARPORTS.
11. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC AND CBC SECTION 1605.3.1.
DESIGN CONSIDERATIONS:
11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT.
12. MINIMUM COVER PROJECTION IS 10'.
13. MINIMUM SIZE OF EXISTING ROOF OVERHANG IS 50 SQUARE FEET, WHERE COVER IS ATTACHED TO THE
EXISTING OVERHANG.
14. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7.
15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN
ASCE/SEI 7.
16. THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES," IN
ACCORDANCE WITH ASCE/SEI 7.
17. THE RATIO (H/P), COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT),
SHALL NOT EXCEED ONE (1).
18. THE RATIO (UP), COVER LENGTH (L, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), SHALL NOT
BE LESS THAN ONE (.1).
MATERIAL SPECIFICATIONS:
19. BEAMS SHALL BE SPLICED OVER EACH INTERIOR COLUMN SUPPORT.
20. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED
WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS.
21. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH.
22. DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING
PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 100 PSF/FT x 2 PER
TABLE 1806.2 AND SECTION 1806.3.4.
23. EMBEDDED STEEL MEMBERS SHALL BE HOT -DIPPED GALVANIZED, AND CONFORM TO A500 GRADE B.
ROLL -FORMED STEEL MEMBERS SHALL CONFORM TO A653 SS GRADE 50 G60.
24. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307. ALL BOLTS SHALL
HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION.
25. THE POST -INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE SIMPSON STRONG TIE.
26. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR
1976 OR APPROVED EQUAL.
27. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH
RESIDENTIAL ATTACHED PATIO COVERS ONLY (10 AND 20 PSF).
28. SOLID AND LATTICE ALUMINUM COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION 1505.2,
EXCEPTION 2.
WIND SPEED CONVERSION TABLE:
THE WIND SPEEDS SHOWN IN THIS REPORT ARE BASED ON THE CBC/IBC.
FOR USE WITH THE CRC/IRC, DIVIDE THE REQUIRED CRC/IRC WIND
SPEED BY 0.6
EXAMPLE: CRC/IRC WIND SPEED IS 85 MPH. THE COVER CONSTRUCTION
SHALL BE BASED ON 85 MPH =110 MPH.
0.6
WHERE SNOW LOADS OCCUR, IT IS THE REPONSIBILITY OF THE
CONTRACTOR FOR THIS POJECT TO VERIFY WITH THE LOCAL
AUTHORITY HAVING JURISDICTION WHERE SNOW DRIFTING AND
SLIDING, PER ASCE 7-10, SECTION 7.7 AND 7.8, IS REQUIRED. SEE
SHEETS 49 FOR SPAN REDUCTION FACTORS.
DESIGN REQUIREMENTS:
RESIDENTIAL APPLICATIONS - CRC AND IRC APPENDIX H, CBC AND IBC CHAPTER 16, CBC &
IBC APPENDIX CHAPTER I.
ROOF LIVE AND SNOW LOADS: 10, 20.25.30.40 & 50 psf. (SNOW LOADS AT GROUND
LEVEL 25, 30, 40 & 50 psf)
COMMERCIAL APPLICATIONS - CBC AND IBC CHAPTER 16.
ROOF LIVE AND SNOW LOADS: 20, 25, 30, 40 & 50 psf. (SNOW LOADS AT GROUND LEVEL
25, 30, 40 & 50 psf)
ADDITIONAL DESIGN REQUIREMENTS:
1. TABULATED SPANS FOR SNOW LOADS HAVE BEEN ADJUSTED FOR ROOF APPLICATIONS.
2. BASIC WIND SPEEDS: 110, 120,130 MPH, EXPOSURES B AND C.
3. OCCUPANCY CLASSIFICATION AND RISK CATEGORY: II, 11.
4. SEISMIC BASE SHEAR: 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER.
5. SEISMIC DESIGN PARAMETERS:
SITE CLASS: D
SEISMIC DESIGN CATEGORY: D
MAPPED SPECTRAL RESPONSE COEFFICIENTS: S5= 1.50, S, = 0.6, SDs = 1.0, SD,= 0.50
RESPONSE MODIFICATION FACTOR, R:1.25
6. DESIGN ASSUMPTIONS:
A. BUILDING HEIGHT OF MAIN STRUCTURE (MEAN ROOF HEIGHT): 20'
B. LEAST BUILDING WIDTH OF MAIN STRUCURE: 30'
C. MINIMUM COVER SIZE ATTACHED TO MAIN STRUCTURE OR FREESTANDING: 10'X 10'
A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION:
EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY INCLUDE ONLY
THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS IAPMO-LISTED
EVALUATION REPORT. AT A MINIMUM, SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE THE
FOLLOWING INFORMATION FROM THIS EVALUATION REPORT:
A. TITLE SHEET AND GENERAL NOTES.
B. STRUCTURAL CONFIGURATION (i.e.. SOLID OR LATTICE ROOF, FREESTANDING OR ATTACHED).
C. BASED ON THE REQUIRED DESIGN LOADS, SITE-SPECIFIC RAFTER AND/OR PANEL SPAN
TABLES.
D. TYPE OF HEADER, POST TYPE & QUANTITY, FOOTING SIZE (WHERE REQUIRED) BASED ON THE
SITE-SPECIFIC DESIGN LOADS.
E. APPROPRIATE STRUCTURAL DETAILS.
F. OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY HAVING
JURISDICTION.
CMFFT lMnl=Y
SHEET # SHEET TITLE / DESCRIPTION
WIND SPEED CONVERSION TABLE:
CBC / IBC
WIND SPEED
EQUIVALENT CRC / IRC
WIND SPEED
110 MPH
85 MPH
120 MPH
93 MPH
130 MPH
101 MPH
SEE CONVERSION METHOD, THIS PAGE,
FOR APPLICATION AND USE.
SITE DESIGN PARAMETERS:
SITE ADDRESS:
WIND SPEED & EXPOSURE:
ROOF/SNOW LOAD:
STRUCTURAL
ENGINEERING FIRM.
710
STRUCTURAL ENGINEERING
SH - 15-17 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130IMPH
SH - 18-20 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF L.L, 110-130 'ISE
SH - 21-23 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH
SH - 24-27 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH
SH - 28-30 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH
SH - 31-33 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH
SH - 34-36 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH
SH - 37-38 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF L.L, 110-130 MPH
SH - 39-40 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH
SH - 41-42 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH
SH - 43-44 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH
SH - 45-46 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH
SH - 47 ..........INSULATED ROOF PANEL ATTACHMENT'DETAILS
SH - 48 ..........SNOW DRIFT DESIGN
SH - 49 ..........SPAN REDUCTION FACTOR TABLES
SH - 50 ..........ADDITIONAL STATE LICENSURE STAMPS
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IAPMO 0195
ASSUMPTION
AHJ APPROVAL
_7A
• REVISIONS
MARK TE DESUIPTIDN
4 STE JOB # 157071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
TITLE SHEET,
DESIGN LOADS,
GENERALNOTES
T-0
0 OF 50 SHEETS
109 EAST ESCALONES
PHONE: (949) 388-9333
T-0..................TITLE
SHEET, DESIGN LOADS, GENERAL NOTES SANCLEMENTE,CA92672
FAX: (949)388-3773
SH - 1.............SOLID
PANEL STRUCTURES . STRUCTURAL ENGINEER
SH - 2 ,,,,,,,,,,,,OPEN
LATTICE STRUCTURES OF RECORD:
DUSTIN K. ROSEPINK, SE 5885
SH - 3-4
........PANEL SPANS TRI -V, W -PANEL & FLAT PAN POINT OF CONTACT:
BRADLEY STEVENS
SH - 5 ...........MINIMUM
FASTENERS
SH - 6 ...........RAFTER
SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS
SH - 7 ............HEADER BEAM TYPES, COLUMN / POST TYPES
SH - 8 ............EXISTING
EAVE CONNECTION DETAILS��
SH -9 ............HANGER
CHANNELS AND MOUNTING BRACKETS
0 �yjy
� n
SH - 10
SH - 11
.........COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS
..........LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REO. COLUMNS
BUILDING & SAFETY
Q
SH - 12
SH - 13
..........BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS;
TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS
`"' oR ��
SH - 14
..........HOW
..........BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS
i STRUCTIn
SH - 15-17 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130IMPH
SH - 18-20 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF L.L, 110-130 'ISE
SH - 21-23 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH
SH - 24-27 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH
SH - 28-30 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH
SH - 31-33 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH
SH - 34-36 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH
SH - 37-38 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF L.L, 110-130 MPH
SH - 39-40 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH
SH - 41-42 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH
SH - 43-44 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH
SH - 45-46 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH
SH - 47 ..........INSULATED ROOF PANEL ATTACHMENT'DETAILS
SH - 48 ..........SNOW DRIFT DESIGN
SH - 49 ..........SPAN REDUCTION FACTOR TABLES
SH - 50 ..........ADDITIONAL STATE LICENSURE STAMPS
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03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
_7A
• REVISIONS
MARK TE DESUIPTIDN
4 STE JOB # 157071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
TITLE SHEET,
DESIGN LOADS,
GENERALNOTES
T-0
0 OF 50 SHEETS
1
0
2
3
4
5
E
A o e
ATTACHMENT
ROOF PANEL SEE TABLES SEE DETAIL A, B & C,
SHEET 4 FOR ROOF
SHEET 8
PANEL ATTACHMENT TO
ROOF
SUPPORTING WALL
ATTACHMENT
HANGER & BEAM.
OVERHANG,
O.
SO
"O.H." NOT TO EXCEED 25%
4 FOR ROOF
OF ROOF PANEL
qNO OFSTRU
ALLOWABLE SPAN
SEE DETAIL 11, SHEET 12�
PO
FOR MANDATORY SPLICE.
Sp,
STSpd
NO BEAM SPLICE AT
TNFPN p TCpNs Tyq/ES
EXTERIOR POSTS.
SEETAB
POSTS, SIZE VARIES
SEE SHT. 11 FOR MINIMUM
HANGER &BEAM.
NUMBER OF REQUIRED COLUMNS
u
r
SOLID PANEL STRUCTURES
OVERHANG,
OR WOOD, OR
CONCRETE
WALL SEE
SHEET 8
3 1/2" SLAB ATTACHMENT w
MAY BE USED NOTE: NO SPLICE AT EX IOR POSTS
WHERE PERMITTED.
SEE TABLES
NOTE: EACH COMPONENT IS INTER -
FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER
SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "A" ATTACHED SINGLE SPAN W/ CANTILEVER OPTION
ROOF PANEL SEE TABLES
SHEET 4 FOR, ROOF PANEL
ATTACHMENT TO
SUPPORTING BEAM.
"O.H." NOT TO EXCEED 25% -
OF ROOF PANEL
ALLOWABLE SPAN
SEE DETAIL 11, SHEET 12 -
FOR MANDATORY SPLICE.
NO BEAM SPLICE AT
EXTERIOR POSTS.
POSTS, SIZE VARIES
3 1/2" SLAB
MAYBE USED
TO CONSTRAIN
FOOTING, SEE
TABLES
CENGTH
H OF ST RUCT URE '/gR/ES
SSAA4 III
pOSTSp /V/ BEAM -SEE TABLES
'EE 7-A ACIIVG FOR POST SPACING
Les
NOT TO
OF B�
ACC pW48te SPAIV
FOOTINGS_
SEE TABLES NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/ CANTILEVER OPTION
3 1/2" SLAB ATTACHMENT' W W
MAY BE USED
WHERE PERMITTED.
SEE TABLES
NOTE: EACH COMPONENT IS INTER -
FOOTING WHERE REQUIRED --/CHANGEABLE WITH ANY OTHER
SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION
ROOF PANEL SEE TABLES
SHEET 4 FOR ROOF PANEL
ATTACHMENT TO
SUPPORTING BEAM.
"O.H." NOT TO EXCEED 25% —
OF ROOF PANEL
ALLOWABLE SPAN
SEE DETAIL 11, SHEET 12.
FOR MANDATORY SPLICE.
NO BEAM SPLICE AT
EXTERIOR POSTS.
POSTS, SIZE VARIES
3 1/2" SLAB
MAY BE USED
TO CONSTRAIN
FOOTING, SEE
TABLES
MIN. 0.25' SLOPE
PER FT
pOSM Spm
10
BEAM - SEE TABLES
FOR POST SPACING
`OH' NOT
OF g
ALC_
SIIIpgN
W
FOOTINGS
SEE TABLES NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE. "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION
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03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MAM DATE DESCRIPTION
4 STEL JOB # 15-1071-1
DATE 3132015
DRAWN BY MAP
CHECKED DKR
SOLID PANEL
STRUCTURES
SH -1
iOF50SHEETS
ROOF
ATTACHMENT
OVERHANG,
SEE DETAIL A, B & C,
ROOF PANEL SEE TABLES
LENGTH
OR WOOD, OR
4 FOR ROOF
SHEET 8
qNO OFSTRU
CONCRETE
SH
WALL SEE
ATTACHMENT ToSHEET
PAN S MIN. 0.25"
SLOPE PER FT.
TNFPN p TCpNs Tyq/ES
SHEET 8
HANGER &BEAM.
O.
"O.H." NOT TO EXCEED 25%
OF ROOF PANEL
ALLOWABLE SPAN
SEE DETAIL 11, SHEET 12�
POSH
FOR MANDATORY SPLICE.
SpgN�
T
BEAM - SEE TABLES
NO BEAM SPLICE AT
EXTERIOR POSTS.
SpgC/NG
SEE
TgBCES
FOR POST SPACING
x
POSTS, SIZE VARIESEkC
NOT TO
SEE SHT. 11 FOR MINIMUM
OFBEEO?S%
NUMBER OF REQUIRED COLUMNS
q<<O
SCE So.
3 1/2" SLAB ATTACHMENT' W W
MAY BE USED
WHERE PERMITTED.
SEE TABLES
NOTE: EACH COMPONENT IS INTER -
FOOTING WHERE REQUIRED --/CHANGEABLE WITH ANY OTHER
SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION
ROOF PANEL SEE TABLES
SHEET 4 FOR ROOF PANEL
ATTACHMENT TO
SUPPORTING BEAM.
"O.H." NOT TO EXCEED 25% —
OF ROOF PANEL
ALLOWABLE SPAN
SEE DETAIL 11, SHEET 12.
FOR MANDATORY SPLICE.
NO BEAM SPLICE AT
EXTERIOR POSTS.
POSTS, SIZE VARIES
3 1/2" SLAB
MAY BE USED
TO CONSTRAIN
FOOTING, SEE
TABLES
MIN. 0.25' SLOPE
PER FT
pOSM Spm
10
BEAM - SEE TABLES
FOR POST SPACING
`OH' NOT
OF g
ALC_
SIIIpgN
W
FOOTINGS
SEE TABLES NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE. "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION
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58.85.
- 1
OF
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MAM DATE DESCRIPTION
4 STEL JOB # 15-1071-1
DATE 3132015
DRAWN BY MAP
CHECKED DKR
SOLID PANEL
STRUCTURES
SH -1
iOF50SHEETS
t o
OPEN LATTICE STRUCTURES
RAFTER, SEE TABLES
WALL LEDGER OR
EY/ST7NG@U/�O/N ROOF OVERHANG,
MAX. O.H. O H G\ SEE DETAIL A,B 8 C.
,y7 25% OF RAFTER \ SHEET 8.
ALLOWABLE
qzz BRyq SPAN
N
RAFTER, SEE TABLE
FOR SIZE
AND SPACING
MAX. O.H.
2 25% OF RAFTER O.H
EXTERIOR POSTS
MANDATORY BEAM SPICE - SEE
I °OFA ALLOWABLE
DETAIL 11, SHEET 12
NO BEAM SPLICE AT
G� G
�'�06o Q�
EXTERIOR POSTS
A @Fgy/
9
LENGTH OF STRUCTURE VARIES
POST WITH SIDE L TP A ES
°ST SA
S@'s.
@F'9M
SEE SHT, 11 FOR MINIMUM
G
F REQUIRED
F�cT agCN i
g@�FS G
CNUMBER OLUMNS
AOS
NOTE: EACH COMPONENT IS INTER-
° srg4f
"' Sp
G � w
x
POST WITH SIDE PLATE S
SEE SHT. 11 FOR MINIM JM
NUMBER OF REDUI
COLUMNS
3 1/2' SLAB ATTACHMENT
MAY BE USED WHERE
NOTE: EACH COMPONENT IS INTER- sF lAq gNi PERMITTED. SEE TABLES
CHANGEABLE WITH ANY OTHER F q@FSG
COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED,
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE SEE TABLES
MAY NOT BE COVERED.
TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE
G o n
WALL LEDGER OR
ROOF OVERHANG,
SEE DETAIL A,8 8 C
SHEET 8.
RAFTER,SEE
MAX. O.H.
7Sw. nF phr=o
MANDATORY BEAM SPICE - SEE
DETAIL 11, SHEET 12
NO BEAM SPLICE AT
RAFTER, SEE TABLE
FOR SIZE
AND SPACING
MAX. O.H.
2 25% OF RAFTER O.H
EXTERIOR POSTS
�3
I °OFA ALLOWABLE
LENGTH OF STRUCTURE VARIES
1
0SPAN
osTspgcNG
A @Fgy/
POST WITH SIDE L TP A ES
°ST SA
S@'s.
SEE SHT, 11 FOR MINIMUM
G
F REQUIRED
e
CNUMBER OLUMNS
NOTE: EACH COMPONENT IS INTER-
° srg4f
3 112'SLAB ATTACHMENT
CHANGEABLE WITH ANY OTHER
SFFTAgcgN�
MAY BE USED WHERE
COMPONTENT UNLESS OTHERWISE SHOWN.
ge�FSG
TABLES
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
SEE
- MAY NOT BE COVERED.
STRUCTURE
FOOTING WHERE REQUIRED,
3p
0� Mq,r
TYPE "F" ATTACHED MULTISPAN
LATTICE STRUCTURE
LENGTH OF VARIES
ANG
//_\1)
MANDATORY BEAM SPICE - SEE
DETAIL 11, SHEET 12
NO BEAM SPLICE AT
OST CROSS-SECTI
EXTERIOR POSTSAO
SEE POST DETAI ,
/3-1/2'SLAB
NOTE: EACH COMPONENT IS INTER-
Ap
MAY BE USED
' TO CONSTRAIN
CHANGEABLE WITH ANY OTHER
sF sTSA
FTge�FStiG
FOOTING, SEE
TABLES
COMPONTENT UNLESS OTHERWISE SHOWN.
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE'
MAY NOT BE COVERED.
FOOTING SEE TABLES
TYPE "G" FREESTANDING
SINGLE SPAN LATTICE STRUCTURE
G o n
WALL LEDGER OR
ROOF OVERHANG,
SEE DETAIL A,8 8 C
SHEET 8.
RAFTER,SEE
MAX. O.H.
7Sw. nF phr=o
MANDATORY BEAM SPICE - SEE
DETAIL 11, SHEET 12
NO BEAM SPLICE AT
EXTERIOR POSTS
�3
p
LENGTH OF STRUCTURE VARIES
!!!'...t���/,,�,,4.r
G
A @Fgy/
POST WITH SIDE L TP A ES
°ST SA
S@'s.
SEE SHT, 11 FOR MINIMUM
S G/
F REQUIRED
e
CNUMBER OLUMNS
NOTE: EACH COMPONENT IS INTER-
° srg4f
3 112'SLAB ATTACHMENT
CHANGEABLE WITH ANY OTHER
SFFTAgcgN�
MAY BE USED WHERE
COMPONTENT UNLESS OTHERWISE SHOWN.
ge�FSG
TABLES
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
SEE
- MAY NOT BE COVERED.
FOOTING WHERE REQUIRED,
SEE TABLES
TYPE "F" ATTACHED MULTISPAN
LATTICE STRUCTURE
! RAF
A
MAX. O.H.
25% OF RAFTER
,y ALLOWABLE
SPAN
OpA OAF
OST pyq'1'G
gciNG
LENGTH OF STRUCTURE VARIES
MANDATORY BEAM SPICE - SEE I�I�IIIIII
DETAIL 11, SHEET 12 POST CROSS-SECTION,
NO BEAM SPLICE AT °ST SEE POST DETAIL,
EXTERIOR POSTS RFTgSpgc/
@SFS NO' 3 1/2' SLAB
MAY BE USED
NOTE: EACH COMPONENT IS INTER- °sT TO CONSTRAINFOOTING, SEE
CHANGEABLE WITH ANY OTHER SFFT SAgG TABLES
COMPONTENT UNLESS OTHERWISE SHOWN. <Fs�c
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE FOOTING SEE TABLES
MAY NOT BE COVERED. -
TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE
i
Ll ce)
2 �
CV
W U)N Co
0Urn
W QW
U) w"
W w M
Co
o U 0'
00
Q M
CT)
Id -
d7
FESS I(
55 .85
1
OF CAO
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
d4 1
l
REVISIONS
�aaic� DATE DEscamnm+
�a
4 STEL JOB # 15.1071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
OPEN LATTICE
STRUCTURES
SH -,2
2 OF 50 SHEETS
t
0
2
0
3
0
a
E
n o V u t r o G 0 M o I
SOLID PANELS SPANS FOR COMMERCIAL & PATIOS- 110/120/130 MPH EXP. B & C
24" TRI "V" PAN 2�, 12"x31/2"W PANEL 6'/ 8"x 2Y2" FLAT PAN
.so•
r25, .40' .a0' R=.117' n• ,09R S. .67'
,77• .1 5' 180' I I
'67' T(SEE TABLE 0' .75' 43' •45' CALL UNMARKED RADII .06R)
= 3.
BELOW) .65' T= (SEE TABLE .70' 25'
Ll 5' BELOW) 2821-r•38'
6' L I 1. 0'.ao, as T= (SEE TABLE BELOW
.35' ,7t • ,69' TYP.
3
.403.00' 40, .50' , 3.00' �, .433• 43' L3' .433' 1.92' �7 ' 1.92' .75' 1.92'
25'
12J1' ,00'/8.00'
ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL
TABLE 1 - MULTI -SPAN REDUCTION FACTORS
FOR ROOF PANELS
ROOF PANEL TYPE 10
ROOF LIVE/SNOW LOAD, psf
20 1 25 30 40 50
24" TRI "V" PAN
- 0.88 0.83 0.75 0.80
24"x2}4"x0.018' 0.85
0.8 0 0.65 0.65 -
LUSL
PANELT
110 MPH SPAN
120 MPH SPAN
130 MPH SPAN
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
13'_9"
(IN.)
.020(l)
120 MPHSPAN
10'-3"
10'-3"
10'-3"
10'-3"
10'-3"
10'-3"
12'-0"
.018
11'-1"
11'-2"
10'-7"
10'-7"
9'-11"
14'_7^
15'-3"
15'-3"
9 w
8'-6"
8'-7"
8'-'
8'-2"
7'-5"
oza
12'_3"
12'_3,
12,_3,
12,_3,
12,_3,
12._3"
10
.024
12'-7"
12' 8"
11'-10'
12'-0"
11'-1"
10
10'-t"
10'-3"
10'-4
9,_9,
9,_9.
9.2,
9,_3,
8._7,
12'-0"
032
11'4"
14'-3"
14'-3"
14'-3"
14'-3°
14'-3"
13 7"
032
[14'-3"
14'-9"
14'-9"
14'-0"
14'-1"19'_7"
5'-10"
5'-10"
5'-10"
12'-8"
12'-1"
12'-1"
11'-2"
11'-3"
10'-8"
8'4"
8'4"
8'4"
8'-4"
8'4"
8'4"
.018
16
16'-9"
15'-9
16'-0"11._3,1_313.020(1)10t
12'-1"
11' 4"
11'-6^
7'-9'
7'-5"
7'-5"
7'-2"
7'-2"
6'-10"
13'4"
13'4"
10'_1"
10•_1,
10'_1,
10'_1,
10'_1•
10•_1"
20
.024
15'-7"
9'-0"
9 6
9-0
9
18'-0"
1�8'-O*l18'-0".032.032
12.6"
8'-8"
8'4"
8'-5'
8'-1"
8'-1"
T-9"
024
12'-1"
12'-1"
12'-1"
12'-1'
12'-1'
12'_1"
.032
112,
10'_9,
10'-9"
10'_3,
10'4,
9'-10"
20
13'4"
10.9"
10.3"
14'$"
14'$"
14'-8"
14' 8"
15' 8"
15'-9"
7'-3'
7'-3"
7'-3"
T-3'
7'-3"
7'-3'
17'-7"
.018
17'-7"
13'-3"
12'-9'
12'-9"
12'4"
12'4"
11'-7'
19' 4"
7'-8"
7'4"
7'4"
7'-1"
7'-1"
6'-10"
8'-9"
8'-9'
8'-9"
8'-9'
.040
8'-9"
25
.024
14'-7"1"
15'-7"
13'-2"11'-1'
14'-10"
8' 8"
8'4"
8'-5'
8'-1"
7'-9"
'-1".020(1)
17'-0"
9.$,
9 $,
9. -8.
9,_8,
r6�'
9'$,
10'-2"
.032
10'-2"
9'_10
9'-3"
9'-5""
12,_1,
86'IT-O"
12,_1"
10' 6"
10.2"
10.2•
9'_7
.020
9'-2"
6'-7"
6'-7"
6'-7"
6'-7'
.020
6'-7"
.018
11'-0"
10'-7"
10' 8"
10'-2'
10'-3"
9'-9"
25
7'-3"
7'-0"
7'-0'
6'-9"
6'-10"
6'-7"
13'_2"
10'-3"
B'-3"
8'-3"
8'-3"
8'-3"
8'-3"
8'-3"
30
.024
1�1'4"4'1
13'-1"
12'-7"
12' 8"
19.3"
12'-3"
11' 6"
13.3
8'-3"
8'-0"
8'-0"
7'-9"
7'-9"
7'-5"
.040
9'-1"
9'-1"
9'-1"
9'-1"
032
15'-0"
14'4"
14'-2"
13'-7'
13' 8'
13'-0"
9'-9"
9'-10"
9'-6"
9' 6'
9'-1"
9'-2"
8'-10'
TABLE 1 - MULTI -SPAN REDUCTION FACTORS
FOR ROOF PANELS
ROOF PANEL TYPE 10
ROOF LIVE/SNOW LOAD, psf
20 1 25 30 40 50
12"x3J4"x0.020" -
- 0.88 0.83 0.75 0.80
24"x2}4"x0.018' 0.85
0.8 0 0.65 0.65 -
24'x2Y"x0.024" 0.90
0.88 0.70 0.65
24"x2YZ"x0.032" 0.90
0.88 El
(1) MULTI -SPAN REDUCTION FACTORS ARE ONLY
APPLICABLE TO THOSE ROOF PANEL TYPES SHOWN
IN TABLE 1 ABOVE.
NOTE: PANEL FASTENERS
ARE SHOWN IN TABLES 1,2 AND 3, SHEET 4
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
Ll cl)
2
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w u N M
Z 0 U rn
w a��
U) 1Z
LLJ LU M
co
(3)
O z 00
00
Q M
Q�FESS ICivy!
Z
S 5885
- 1
OF CAI.\F�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
KARK DATE DESCRIPTION
4 STEL JOB # 15-1071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
SH -3
3 OF 50 SHEETS
12" x 3 1/2" W PANEL
8" x 2 J4" FLAT PAN
LUSL
PANELT
(IN.)
110 MPH SPAN
120 MPH SPAN
130 MPH SPAN
EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0
13'_9,
13'_9,
13'_9,
13,_9,
13,_9,
13'_9"
P 1 N.)
.020(l)
120 MPHSPAN
130 PH SPAN
EXP.B T EXP C EXP.B EX C EXP.B
EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0
12'-0"
12'-0"
12'-0"
11'-1"
11'-2"
10'-7"
10'-7"
9'-11"
14'_7^
15'-3"
15'-3"
15'-3"
15'-3"
15'-3"
15'-3"
020
oza
020
13'-2"
12'-7"
12' 8"
11'-10'
12'-0"
11'-1"
10
10'-t"
10'-3"
17'-7"
17'-7"
17'-7"
17'-7"
12' W
12'-0"
032
11'4"
11'-0"
10'-9"
13-7"
13 7"
13 7"
13 7"
13 7"
14'-9"
14'-9"
14'-0"
14'-1"19'_7"
5'-10"
5'-10"
5'-10"
5'-10"
19,_7,
19.7,
19,_7,
024
024
k77'
16
16'-9"
15'-9
16'-0"11._3,1_313.020(1)10t
12'-1"
11' 4"
11'-6^
10'-9"
10'-10"
10'-1"
10
14'-2"
13'4"
13'4"
12' 8"
12'-9'
12'-1"
15'-7"
15'-7"
15'-7"
15'-7"
15'-7"
9'-0"
9 6
9-0
9
18'-0"
1�8'-O*l18'-0".032.032
12.6"
12'-0"
12'-6"
12'-6"
12'-0"
12'-0"
024
112,
10'_9,
10'-9"
10'_3,
10'4,
9'-10"
20
13'4"
14'-8"
14'x"
14'$"
14'$"
14'-8"
14' 8"
15' 8"
15'-9"
032
14'-3"
17'-7"
17'-7"
17'-7"
17'-7
17'-7"
13'-3"
12'-9'
12'-9"
12'4"
12'4"
11'-7'
19' 4"
16'-3"
16'-3•
16'-3"
.040
.040
14'-7"1"
15'-7"
13'-2"11'-1'
14'-10"
14'-1"
14'-2"
11'-1"
11,_1•
17' 6"
'-1".020(1)
17'-0"
16'4"
16'-0"
16'-0"
WWI,16'-3"14'-7"
10'-2"
10'-2"
10'-2"
10'-2"
9'_10
9'-3"
9'-5""
12,_1,
86'IT-O"
12,_1"
12,_1,
12'-0"
12'-0'
.020
12'-0"
.024
.020
11'-0"
10'-7"
10' 8"
10'-2'
10'-3"
9'-9"
25
8'4"
13,_2,
13'_2,
13,_2"
13'_2•
13'_2,
13'_2"
10'-3"
032
9'-10"
9'-5"
11'4"
11'4"
11'4"
11'4"
1�1'4"4'1
13'-1"
12'-7"
12' 8"
19.3"
12'-3"
11' 6"
13.3
14,_2,
14,_2,
14'_2,
14,_2,
14'_2"
14,_2"
.040
.024
15'-0"
14'4"
14'-2"
13'-7'
13' 8'
13'-0"
9'-9"
9'-3"
10'-0'
101-6"
10'-6"
10'-6"
10'-0"
10'6"
11' 8"
.020(l)
11'-3"
10'-7"
13'-0"
13'-0"
IT -O"
13'-0"
IT -O"
9'-2"
8'-9"
8'-11"
W-5"
8' 6"
8'-2"
15'$•
15'-6-
11'-3"
11'-3"
11'-3"
11'-3"
11'-3"
11'-3"
.024
032
10'-0"
10'-1"
10'-2"
9'-9"
11'4"
30
11'-0"
12'-6"
12'-6"
12'-0"
12' 6"
12'-0"
12'-0"
13'-7"
13'-0"
.032
12'-8"
14'-6"
14'-6"
14'-6"
14' G"
14'-0"
W-15"
12'-0"
12'-1"
11'-10"
11'$"
11'-0"
11-1"
16'-8"13'-0"12'10'
13'4"
13'4"
13'4"
13'4"
13'4"
13'4"
.040
040
14'-2"
13'-B"
13'-0"
13'-0"
13'-3"
12'-6"
12'4"
126"
9'-1"
9'-1"
9'-1"
9'-1"
9'-1"
9'-1"
14'-10
.020(1)
14'-3"
9'-9"
9'-9"
9'-9"
9'-9"
9'-9"
8'-3"
B'-1"
8'-1"
7'-10"
7'-10"
T-6-
10'3"
10'-3"
10'-3"
10'-3"
10'-3"
10'-3"
024
.020811
9 5"
9'-1'
9'-1"
8'-10'
8'-10"
8'-7"
40
8'-3"
11'4"
11'4"
11'4"
1 t'4"
11'4"
11'4"
9' 8"
9'-9"
032
10'4"
10'4"
10'4"
10'4"
10'4"
10'4"
11'-3"
11'-1"
11'-0"
10'-7"
10'-8"
10'-3"
12'_2,
12,_2,
12,_2,
12,_2,
12,_2,
12'_2"
040
.024
12' 8'
12'4"
12'4
12'-1"
12'-1"
9'-3"
.020(l)
8'-2"
8'-2'
8'-2'
8'-2"
8'-2"
8'-2"
11'-0"
10' 6"
7'-1"
7'-1"
7'-1"
6'-11"
6'-11"
11'4"
9'_2,
9,_2,
9,_2,
9'_2,
9,_2,
9-2-
12'_1,
.024
032
8'-0"
7'-10"
7.10,
7'-8"
7' 8"
50
10'-7"
10'7'
lo,>91-7-' -7"
10'-7"
11'-3"
10'-9"
10'-10"
10'4"
.032
14'-1"
13'-7"
13'-8"
13'-i"
13'-2"
12'-3"
12'-3"
9'-7"
12'-3"
12'-3"
12'-3"
11'-3"
11.3•
11,_3,
11,_3•
11'_3•
11'-3"
.040
.040
.040
Ll cl)
2
W c~o 26
w u N M
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co
(3)
O z 00
00
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Z
S 5885
- 1
OF CAI.\F�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
KARK DATE DESCRIPTION
4 STEL JOB # 15-1071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
SH -3
3 OF 50 SHEETS
8" x 2 J4" FLAT PAN
6' x 2 J4" FLAT PAN
LUSL
PAN ,LT
1 `10 MPH SPAN
120 PH SPAN
130 MPHSPAN
HEXP.0
LUSL
P 1 N.)
liomPH SPAN 1
120 MPHSPAN
130 PH SPAN
EXP.B T EXP C EXP.B EX C EXP.B
EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0
12'-0"
12'-0"
12' 6"
12' 6"
12'-0"
12' 6"
14'_7^
14.7"
14'_7"
14._7,
14'_7,
14'_7"
020
020
10'-10"
10'-t"
10'-3"
9' 6"
9'-7"
9'-0"
12' W
12'-0"
12'-0"
11'4"
11'-0"
10'-9"
13-7"
13 7"
13 7"
13 7"
13 7"
13 7"
15' 10"
5'-10"
5'-10"
5'-10"
5'-10"
5'-10"
024
024
10
12'-1"
11' 4"
11'-6^
10'-9"
10'-10"
10'-1"
10
14'-2"
13'4"
13'4"
12' 8"
12'-9'
12'-1"
15'-7"
15'-7"
15'-7"
15'-7"
15'-7"
15'-7"
18'-0"
18'-0"
18'-0"
1�8'-O*l18'-0".032.032
14'"
13'-1"
13'4"
12'4"
12' 6"
12'-0"
16'-2"
15' 8"
15'-9"
14'-3"
17'-7"
17'-7"
17'-7"
17'-7
17'-7"
17'-7"
19'4"
19'4"
19'4"
19'4"
19' 4"
19' 4"
.040
.040
15'-7"
14'-10"
14'-10"
14'-1"
14'-2"
13'4"
17' 6"
16'-10"
17'-0"
16'4"
16'-0"
16'-0"
_
10'-2"
10'-2"
10'-2"
10'-2"
10'_2,
10,_2,
12,_1,
12'_}"
12,_1"
12,_1,
12'_1,
12-4-
.020
.020
8'-9"
8'-9'
8'4"
8' 6"
7'-11"
10'-10"
10'4"
10'-3"
9'-9"
9'-10"
9'-5"
11'4"
11'4"
11'4"
11'4"
1�1'4"4'1
13.3"
19.3"
13.3"
13'_3
13.3
13.3
.024
.024
20
10'-1"
9'-8"
9'-9"
9'-3"
20
12'-2"
11' 8"
11' 8"
11'-2"
11'-3"
10'-7"
13'-0"
13'-0"
IT -O"
13'-0"
IT -O"
13'-0'
15'-0"
15'-6"
15'-0"
15'-6"
15'$•
15'-6-
032
032
11'-10°
11'4"
11' 6"
11'-0"
11'-0"
10' 6"
14'-2"
13'-9"
13'-7"
13'-0"
13'-1"
12'-8"
14'-6"
14'-6"
14'-6"
14' G"
14'-0"
W-15"
16'-8"
16�1616'-8"
16'-8"
16'-8"13'-0"12'10'
040
040
13'-0"
12'4"
126"
1110"
15'-0"
14'-10
14'-10"
14'-3"
9'-9"
9'-9"
9'-9"
9'-9"
9'-9"
9'-9"
10'4"
10'�10'-14010'4"
10'4"
10'4"020
.020811
68"
8 8"
83"
8'-3"
710"
10' 8"
9' 8"
9'-9"
9'4"
10'4"
10'4"
10'4"
10'4"
10'4"
10'4"
11•-1"
11'-1"
11'_1"
t1'-1"
11'_1,
11'_1"
.024
.024
25
9'-11"
9'-7
9'-7'
9'-2"
9'-3"
8'-10"
25
12'-0"
11'-6"
11'-7"
10'-10
11'-0"
10' 6"
11'4"
11'4"
11'4"
11'4"'
11'4"
11'4"
12'-1"
12'-1"
12'-1"
12 1"
12'_1
12'_1,
032
.032
11'-10
11'-3"
11'-3"
10'-9"
10'-10"
10'4"
14'-1"
13'-7"
13'-8"
13'-i"
13'-2"
12'-3"
12'-3"
12'-3"
12'-3"
12'-3"
12'-3"
3'-1"
13'-1"
13'-1"
13'-1'
13'-1"
13'-1"
.040
.040
13'-3"
12'-9"
12'-9"
12'-3"
12'4"
11'-9"
.>1'5
15'4"
15'-1"
15'-1"
14'-0"
14'-9"
14'-1"
9._3,
9._3,
9._3,
9._3,
9._3,
9,_3,
9,_9,
9._9,
9._9,
9._9,
91_9.
9._9.1
.020
.020
B'-5'
8'-1"
B'-1"
7'-9"
7'-10"
7'-6'
9'-t1"
9'-7"
9'-7"
9'-2"
9'4"
8'_11•
9'-9"
9'-9"
9'-9"
9'-9"
9'-9"
9'-9"
10'4"
10'4"
10'4"
10'4"
10'4"
10'4"
024
.024
30
9'-2"
8'-10"
8'-11"
B'4"
30
11'4"
10'-9"
11'-0"
10'4"
10'-0"
9'-11'
10'-9"
10'-9"
10'-9"
10'-9"
10'-9"
10'-9"
1 t'4"
11'4"
114"
11'4"
11'4"
11'4"
032
.032
11'-1°
10'-8"
10'-9"
10'4"
10'4"
10' 0"
13'-2"
12'-8"
13'-0"
12' 6"
12'-7
11'-10"
11'-7"
11'-7"
11'-7"
11'-7"
11'-7"
11'-7"
12'-3°
12'-3"
12'-3"
12'-3"
12'-3"
12'-3"
.040
.040
12'-7"
12'-2"
12'-2"
11'$"
11'-9"
11'-3"
14'-9"
14' 6"
14'-7"
14'-1"
14'-1"
13'-7"
8'4"
6'4"
8'4"
8'4"
8'4"
8'4',,d9'-0"
9'-0"
9�8'-10-8'4-
9'-0'
9'-0"
020.020
7' 8"
7' 6"
7'-6"
7'-3"
7'-2"
6'-11'
9'-1"
WAD*
8' 6"
8'-1"
9'-0"
9'-0"
'-0"
9'-0"
9'-0"
9'-0"
9'S"
9' 6"
9'-0"
9'-6'
9'-6"
9'-6"
.024
;>8
.024
40
8'-8"
8'-3"
8'-3'
8'-0"
8'-1"
7'-10"
40
10'-2'
9'-10"
9'-10"
9'-7"
9'$"
9'-3"
9'_9"
9'_9"
9'_9"
9'_9"
9'_9"
9'-9"
12'-1"
12'-9"
12'-9"
12'4^
12'$"
12'_1"
032
.032
10'-2"
9'-10"
9'-10"
9'-7"
9'-T
9'-3"
10'-3"
10'-1"
10'-1"
9'-10"
9'-10"
9'-8"
10,_7"
10._7^
10'_7"
10,_7"
10,_7,
10'_7"
11'_2
11'_2,
11,_2"
11,_2,
11'_2,
11,_2,
040
040
11'-0"
11'-2"
10' 8"
10'-10"
10' 6"
13'-9"
13'4"
13' 6"
13'-0"
13'-1"
12'-7"
7 5"
7 5"
7 5"
7 5"
7 5"
7 5°
8'-3"
8'-3"
8'-3•
8'-3"
8'-3"
B'-3"
020
020
6'-5"
6'-5"
6'-5"
6'-3"
6'-3"
6'-1"
7' 8"
7'-7"
7'-8"
7'-5"
7' 6"
7'-2"
8'-3"
6'-3"
8'-3"
8'-3"
8'-3"
8'-3"
W-911
8'-9'
8 9"
9'
6 9"
B 9"
024
024
:>W-5'
50
T-3'
T-3"
T-1"
7'-0"
66-11"
50
81-9"
8'-7-
8'-7-
8 5"
84"
8 1"
9-1"
9._l.
9-1"
9 1"
9.- 1"
9-8"
9-B"
9-8"
9-8"
9-8"
9-8-
.032
032
032
8 9"
W-7"
8'-0"
8'-5"
8'4"
8'-3"
10'4"
10'-3"
10'-3°
10'-1"
IVA'
9'-9"
9'-9"
9'-9"
9'-9"
9'-9"
9'-9"
9'-9'
10'4'
10' 4"
10'4"
10'4'
10'4"
10'4"
.040
.040
9'-10"
9'-9"
9'-9"
9'-5"
9'-7"
9'-2"
11'-10"
11'-7"
11'-9"
11' 6"
11'�i"
11'-2"
Ll cl)
2
W c~o 26
w u N M
Z 0 U rn
w a��
U) 1Z
LLJ LU M
co
(3)
O z 00
00
Q M
Q�FESS ICivy!
Z
S 5885
- 1
OF CAI.\F�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
KARK DATE DESCRIPTION
4 STEL JOB # 15-1071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
PANEL SPANS TRI -V,
W -PANEL & FLAT PAN
SH -3
3 OF 50 SHEETS
A V
o o u E r o
0
MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER
FOR ATTACHED AND FREESTANDING SOLID COVERS
FOOTNOTE: "SAMPLE"
- FIGURE INDICATES ATTACHED
• FIGURE INDICATES FREESTANDING
®off \0
V-)
e
Z M
W Co `''
W
Iwo
N M
off(19)
W ¢�>
u�z�
W
h LLJ
WW M
M
M U rn
Z 00
00
� M
v
rn
Q�FESS I (�l
a
$5-8.5.
OF CA0O�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
KARic k DATE I DESCRI N
4 STEL JOB # 15-1071-1
DATE 3/312015
DRAWN BY MAP
CHECKED DKR
PANEL SPANS TRI -V,
,W -PANEL & FLAT PAN
SH, - 4
4 OF 50 SHEETS
TABLE 1
TABLE 2
TABLE -3
(2)
2"x6 %2" AND
WALL HANGERS,
3"x8" AND
EXTRUDED AND 3"x8"
WITH
6 %2" ROLL FORMED BEAMS
STEEL HEADERS
STEEL INSERT HEADERS
NUMBER OF N❑.14 TEK OR
SMS
SCREWS
NUMBER OF
N❑.14 TEK OR
SMS
SCREWS
NUMBER OF N❑.14 TEK OR
SMS SCREWS
>-
>-
PER
FOOT ❑F , BEAM
LENGTH
PER
FOOT OF
WALL HANGER
AND
BEAM
I.
QK1
H
PER
FOOT OF BEAM
LENGTH
cc
� §j
110 MPH 120 MPH 130 MPH
110 MPH 120 MPH 130 MPH
110 MPH
120 MPH
130 MPH
EXP. B EXP.
EXP. B EXP.
EXP. B EXP. C
EXP. B EXP.
EXP. B EXP..
EXP. B EXP.
C
EXP. B EXP.
EXP. B EXP.
C5'
~
~
~
1112
1
1
5'
5'
1
2
2?
2
U11P.
1
16'
6'
1
1
1 1
1
1
1
222222
3
1
2
2 2
226'
1
1
1
7
1 2
7'
1
1
1 2
21
2
1
1
1 1
1
1
2
2
2 3
3
3
2
2
2 2
2
2
1 1
1 1
1
2
8
1
2
2 2
2
2
8'
1
1
2 2
2
2
8'
1
1
1 1
1
1
2
2
2 3
3
3
2
2
2 2
3
3
1 1
1 2
1
2
g,
2
2
2 2
2
2
g�
1
2
2 2
2
2
91
1
1
1 1
1
1
2
3
3 3
3
4
2
2
2 3
3
3
1 1
1 2
2 -2
10
2
2
2 2
2
3
10'
1
2
2 2
2
2
10'
1
1
1 1
1
1
2
3
3 3
3
4
2
2
2 3
3
3
1 2
2 2
2
2
11
11
2 2
2
3
11'
1
1
1 1
1
2
3
3
3 4
4
4
2
3
3 3
3
3
1 2
2 2
2
2
12'
2
2
3 3
3
3
12'
2
2
2 2
2
3
12'
-
1
1 1
1
2
3
3
3 4
4
5
2
3
3 3
2
4
2 2
2 2
2
2
13'
2
2
2 3
3
3
13'
2
2
2 3
3
3
13'
1
1
1 1
1
2
3
4
4 4
4
5.
2
3
3 3
3'
4
2 2
2 2
2
2
FOOTNOTE: "SAMPLE"
- FIGURE INDICATES ATTACHED
• FIGURE INDICATES FREESTANDING
®off \0
V-)
e
Z M
W Co `''
W
Iwo
N M
off(19)
W ¢�>
u�z�
W
h LLJ
WW M
M
M U rn
Z 00
00
� M
v
rn
Q�FESS I (�l
a
$5-8.5.
OF CA0O�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
KARic k DATE I DESCRI N
4 STEL JOB # 15-1071-1
DATE 3/312015
DRAWN BY MAP
CHECKED DKR
PANEL SPANS TRI -V,
,W -PANEL & FLAT PAN
SH, - 4
4 OF 50 SHEETS
A o n G 0 V o t 0 r 0 G o H 0 I r
RAFTER_SPANS_EOR-OP_EN LATTICE STRUCTURES> 110/120/130 MPH EXP. B & C
LUSL
"T^
�IN)
iZ W
qa r;
j�z/
O)
+ L 3" x 8" RAFTER,J
'
z W
a
TaiJz
o
2" X 6 1/2" RAFTER
c� W
Q 0
�z
o
DBL. 2" x 6 1/2" RAFTER
110 MPH X120 MPH. -J 130 MPH
LUSL
"T^
(IN)
110 MPH 120 MPH 130 MPH
LUSL
^T^
. (IN.)
110 MPH 120 MPH 130 MPH
EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0
EXP. B EXP.0 EXP. B EXP.0 EXP. B. EXP.0
EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0
10
.042
16"
29'-8"
26'-3"
29'-6"
26'-3"
29'-8"
26'-3"
28'-9"
26'-3"
29'-3"
26'-3"
26'-3"
25'-7"
10
.024
16„
16'-0"
14'-2"
15'-10"
14'-2"
16'-0"
14'-2"
15'-0"
14'-2"
15'-9"
14'-2"
13'-8"
13'-9"
10
.024
16"
22'-6"
19'-10"
22'11"
19'-10"
22'-6"
19'-10"
21'-1"
19'-10"
22'-2"
19'-10"
19'-2"
19'-4"
^"
24"
-- '
24'-2" 24'-1" 24'-2'-- 23'-6" 24'-0" 21'-6"
21'-6" 21'-6-, 21'-6" J 21'-6" 21'-6" 21'-0"
24"
13'-1" 13'-1" 12'-3" 12'-10" 11'-2"
11'-7" 11'-7" 11'-7" 11'-7" 11'-3"
24"
18'-4" 18'-3" 18'-4" 17'-3" 18'-2"
16'-3" 16'-3" 16'-3" 16'-3" 16'-3"
15'-8"
5'-10"
20
.042
16"
23'-0" 23'-0" 23'-0" 23'-0" 23'-0" 22'-9"
21'-10" 21'-10" 21'-10" 21'-10" 21'-10" 21'-10"
.032
16"
20'-3" 20'-3" 19'-8" 20'-1" 18'-2"
18'-0" 18'-0" 18'-0" 18'-0" 17'-7"
A-
.032
16"
28'-7" 28'-6" 28'-7" 27'-9" 28'-3"
25'-3" 25'-3" 25'-3" 25'-3" 25'-3"
25'-7"
24'-8"
24"
18'-9" 18'-9" 18'-9" 18'-9" 18'-9" 18'-9"
17' 17'-10" 17'-10" 17'-10" 17'-10" 17'-10"
24"
16'-7" 16'-7" 16'-1" 16'-4" 14'-10"
14'-8" 14' 8" 14' 8" 14' 8" 14'-8" 14' 4"
24"
23'-4" 23'-3" 23'-4" 22'-8" 23'-1"
20'-8" 20'-8" 20'-8" 20'-8" 20'-8"
20'-10"
20'-2"
25
.042
16"
19' 8" 19'-8" 19'-8" 19'-8" 19'-8"
21'-6" 21'-6" 21'-6" 21'-2" 21'-3" 20'-8"
.042
16„
24'-6" 24'-4" 24'-6" 23'-9" 24'-3" 23'-2"
21'-9" 21'-9" 21'-9" 21'-9" 21'-9" 21'-2"
042
16"
34'-7" 34'-4" 34'-7" 33'-7" 34'-2"
30' 8" 30'-8" 30'-8" 30'-8" 30'-8"F:29'-10"
32'-8"
24"
16'-1" 16'-1" 16'-1" 16'-1" 16'-1" 16'-1"
17'-7" 17'-7" 17'-7" 17'-4" 17'-6" 16'-10"
24"
20'-1" 20'-0" 20'-1" 19'-6" 19'-9" 19'-0"
17'-9" 17'-9" 17'-9" 17'-9" 17'-9" 17'-3"
24"
28'-2" 28'-1" 28'-2" 27'-4" 27'-10"
25'-1" 25'-1" 25'-1" 25'-1" 25'-1"
26'-8"
24'-4"
30
.042
16"
18' -l"
19'-1"
18'-1"
19'-1"
18'-1"
19'-1"
18'-1"
19'-1"
18'-1"
19'-1"
18'-1"
19'-1"9"
20
024
16"
12'-4"
12'-4"
12'-4"
12'-4"
12'-4"
9"
12'-4"
11'-9"
20
024
16"
17'-4"
i6'-7"
17'-4"
16'-7"
17'-4"
16'-7"
17'-4"
16'-7"
17'-4"
16'-7"
17'-3"
16'-7"
24"
13'-9" 13'-9" 13'-9" 13'-9" 13'-9" 13'-9"
15'-7" 15'-7" 15'-7" 15'-7" 15'-7" 15'-7"
24"
10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-1"
9'-8" 9'-8" 9'-8" 9'-8" 9'-8" 9'-8"
24"
14'-2" 14'-2" 14'-2" 14'-2" 14'-2"
13'-7" 7" 13'-7" 13'-7" 13'-7"
14'-2"
13'-7"
40
.042
16"
15'-10" 5'-10" 15'-10" 15'-10" 15'-10" 15'-10"
16'-8" 16'-8" 16'-8" 16'-8" 16'-8" 16'-8"
.032
16"
15'-8" 15'-8" 15'-8" 15'-8" 15'-8" 15'-8"
-0" 15'-0" 15'-0" 15'-0"
.032
16"
22'-1" 22'-1" 22'-1" 22'-1" 22'-1"
::-21'-1" 21'-1" 21'-1" 21'-1" 21'-1"
22'-0"
21'-1"
24"
12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1"
13'-8" 13'-8" 13'-8" 13'-8" 13'-8" 13'-8"
24„
12'-10" 12'-10" 12'-10" 12'-10" 12'-10" 12'-9"
12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3"
24„
18'-1" 18'-1" 1" 18'-1"
17'-3" 17'-3"7'-3" 17'-3"
18'-0"
17'-3"
50
.042
16"
13'-4" 13'-4" 13'-4" 13'-4" 13'x" 13'-4"
15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0"
042
16„
19'-0" 19'-0" 19'-0" 19'-0" 19'-0" 18'-10"
18'-1" 18'-1" 18'-1" 18'-1" 18'-1" 18'-1"
042
16"
26'-8" 26'-8" 8" 26'-0"
25'-6" 25'-6"5'-6" 25'-6"
WO"F20
26'-7"
25'-6"
24"
10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3"
11'-2" 11'-2" 11'-2" 11'-2" 11'-2" 11'-2"
[24-
15'-6" 15'-6" 1'-6" 15'-6" 15'-6" 15'-6"
14'-9" 14'-9"F,-:-,4'-9" 14'-9" 14'-9" 14'-9"
24"
21'-10" 21'-10" 10" 21'-10"
20'-10" 20'-10"'-10" 20'-10"
21'-9"
20'-10"
* NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT
32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED
24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED.
024
16"
10'-7"
11'-7"
10'-7"
11'-7"
10'-7"
11'-7"
10'-7"
11'-6"
10'-7"
11'-6"
10'-7"
11'-2"
024
16"
15'-10"
15'-10"
16'-3"
15'-10"
16'-3"
15'-10"
16'-1"
15'-10"
16'-2"
15'-10"
15'-8"
24"
8'-1" 8'-1" 8'-1" 8'-1" 8'-1" 8'-1"
9'-6" 9'-6" 9'-6" 9'-6" 9'-6" 9'-2"
24„
13'-4" 13'-4" 13'-4" 13'-2" 13'-3"
9'-3" 9'-3" 9'-3" 9'-3" 9'-3"
12'-9"
9'-3"
032
16"
14'-4"
14'-9"
14'-4"
14'-9"
14'-"
14'-9"
14'-4"
14'-6"
14'11"
14 '-7"
14'4"
14'-2"
032
16"
20'-2"
20'-9"20'-9"
20'-2"
20'-2"
20'-9"
20'-2"
20'-6"
20'-2"
20'-7"
20'-2"
19'-10"
25
25
24"
24„
16'-7" 16'-7" 16'-7" 16'-7" 16'-7"
12'-1"
12'-1"
11'-10"
12'-0"
11'-7"
17'-0"
17 '-0"
17'-0"
16'-8"
16'-9"
16'-3"
042
16"
17'-4"
17'-9"
17'-4"
17'-9"
17'-4"
17'-9"
17'-4"
17'-7"
17'-4"
17'-8"
17'-4"
17'-1"
042
16„
24'-6"
25'-1"
24'-6"
25'-1"
24'-6"
25'-1"
24'-6"
25'-1"
24'-6"
'-1" 25
24'-0"
25'-1"
24"
13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3"
14'-7" 14'-7" 14'-7" 14'-4" 14'-6" 14'-0"
24„
20'-0" 20'-0" 20'-0" 20'-0" 20 '-0"
20'-6"20'-6" 20'-6" 20'-6" 20'-6"20'-6"
20'-0"
0.042'
TYP.
'
8.0'
.024' 6.
.024' 6. '
032'.042'
032
:042
.032L--
T
.042'
I
MAX.
* 3"x8" RAFTER
* 2"x6.5" RAFTER
ALUM. ALLOY 3004-H36
* DBL. 2"x6.5" RAFTERS
ALUM. ALLOY 3004-H36 OR
ALUM. ALLOY 3004-1-136 OR
EQUAL
OR EQUAL
EQUAL
FOOTNOTE: "SAMPLE"
FIGURE INDICATES
ATTACHED
FIGURE INDICATES
FREESTANDING
co
N ti
W U) 0) M
2 00�
W QF -Q
U) W LL.
LlJ W c-)
o UM
rn
00
� z 00
M
rn
Q�FESS 1l
LU o S5885
o:
- 1
OF CAl 1F�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MONK DATE DESCRIPTION
4 STEL JOB It 15.1071-1
DATE 302015
DRAWN BY MAP
CHECKED DKR
MINIMUM FASTENERS
SH -5
5 OF 50 SHEETS
Z M
W CD `6
W N CornM
0
w a��
� U) W
W LLu M
M
M
U rn
Z 0000
Q
�M
Q�FESS 1(y>��
S 5885
- 1
OF Cp1-�FO`�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
DATE DESCRPIMN
4 STEL J B# 15-1071-1
E 31312015
DRAWNBY MAP
CHECKED DKR
RAFTER SPANS FOR
OPEN LATTICE
COMMERCIAL & PATIOS
SH-6
6 OF 50 SHEETS
I
0
2
W
6.5" ROLLFORM
A GUTTER FASCIA
ALUM. ALLOY
3004-1136
MAX.
I DBL.2"x6.5"x0.042"
ALUM. ALLOY 3004-1-136
OR EQUAL
I--."� D B L. 2"x6.5"x0.032"
�ALUM. ALLOY 3004-H36
OR EQUAL
SPLICE
WHERE
0.075'
TYP.
B MAG BEAM
ALUM. ALLOY
6063-T6
IJ -
T=12 OR
14 GA -
ASTM
A653 SS
GRADE 50
G60 B.a,
.042'
TYP.
"3.0'1�
MAX. DBL. 3"x8"x0.042" BEAM
@4LRBL.
14 GA. STL. INSERT
ALUM. ALLOY 3004-1136
OR EQUAL -
DBL. 3"x8"x0.042" BEAM
P W/ DBL. 12 GA. STL. INSERT
ALUM. ALLOY 3004-H36
OR EQUAL
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS
SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED
THE FULL LENGTH OF THE 3"x8" BEAM.
HEADER BEAM TYPES
GUTTER
EXT. CLIP
SPLICE
WHERE
0.070'
TYP.
C 4" I -BEAM
ALUM. ALLOY
6063-T6
N r
i
3"x8"x0.042" BEAM
n ALUM. ALLOY 3004-1-136
OR EQUAL
3'
.032' 3.0
ALUM I
�3.0'�•I
B 3" SQ. ALUM POST
ALUM. ALLOY 3004-H36
HEIGHT LIMITED TO
10'-0" MAXIMUM.
SPLICE
WHERE
OCCURS
TYP
�I�� 4.5" MAG GUTTER
v ALUM. ALLOY
6063-T6
T=12 GA.
ASTM A653 SS
GRADE 50 G60
.032'
4. ' ALUM.
3" SQ.x0.032" ALUM. BEAM
E W/ 12 GA. STL. "U" CHANNEL
ASTM A653 SS GRADE 501360
7
3"x8"x0.042" BEAM
M W/ 14 GA. STL. INSERT
ASTM A653 GRADE 50 G60
3"x8"0.042" BEAM
N W/ 12 GA. STL. INSERT
ASTM A653 GRADE 50 G60
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS
OCCUR AS SHOWN IN THE SPAN TABLES,
THEY SHALL BE INSTALLED THE FULL LENGTH
OF THE 3"x8" BEAM.
COLUMN / POST TYPES
n nad-
C 3" SQ. ALUM. POST
ALUM. ALLOY 3004=H36
3" SQ. STEEL POST
F ASTM A653 GRADE 50 TC
P60
SQ. ALUM. POST
@)- WITH SIDEPLATES
ALUM. ALLOY 3004-1136
OR EQUAL
INSERT ""•1°'
WHERE ALUM.
OCCURS ALLOY
6063-T6
7
o.ito•
TYP.
F 7" 1 -BEAM
ALUM. ALLOY 6063-T6
G W/ 1 "C" INSERT
ALUM. ALLOY 6063-T6
H W/ 2 "C" INSERTS
ALUM. ALLOY 6063-T6
NOTE:
WHERE'C' INSERT OCCURS AS SHOWN IN
SPAN TABLES, IT SHALL BE INSTALLED THE
FULL LENGTH OF THE 7"I -BEAM.
NOTE:
EACH HEADER BEAM TOP AND
BOTTOM FLANGES SHALL BE CUT AT
EACH INTERIOR COLUMN WHERE 3
OR MORE COLUMS OCCUR. DO NOT
CUT FLANGES AT END COLUMNS.
0.075' '
TYP. 3. 0
�3.0'�•�I
AG P
@-MA!LOSTUM. ALLOY
6063-T6
G=3"SQ.xt=0.188"
H=3"SQ.xt=0.250"
=3"SQ.xt=0.313"
=4"SQ.xt=0.188"
K� -" =0.250"
3.0'
DR
4.01 )!
t IF
t )
3.0' OR 4.0' r
-qr CTFFI PC1CT
'`STM A500 GRADE B
Ll cr)
N
W U) M 1
Z ui
U U
W Q~
U) LLI
2 co
LL! L11 th
c�
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U 6'
Z 00
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S58.85
1
OF C1-0
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MARK DATE DESIXt"M
4 STEL JOB It 15-1071-1
DATE 313/2015
DRAWN BY MAP
CHECKED DKR
HEADER BEAM TYPES,
COLUMN / POST TYPES
SH -7
7 OF 50 SHEETS
1
0
2
0
3
0
4
0
5
o
6
0
1
0
8
l: oy t r 0 G
EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS
G
I
3/16" STEEL NOTE, BRACKET CAN BE
B^ 0 1/4"0 HOLES,TYP. LOCATED ANYWHERE ON EAVE.
0 NOTE: PROVIDE WATER
0 TYP. BRACKET PROTECTION, METAL FLASHING
AT EVERY 2x CAUCK JOINTS AND SLOPE
g O TO DRAIN (OPTIONAL)
R.F. OR EXT. HANGER
CHANNEL, 2X OR 3X
NOTE: WHERE COVER CONSTRUCTION INCLUDES
A34 FRAMING ANGLE
(E) WALL
DETAIL A OR B, SITE-SPECIFIC ENGINEERING IS
SEE TABLE 2
OPENING
REQUIRED TO VERIFY ADEQUACY OF THE EXISTING
FASTENERS, SEE TABLE 3
> 8'
STUD WALL FRAMING WHERE ONE OR MORE OF THE
FOLLOWING CONDITIONS OCCUR:
G
I
3/16" STEEL NOTE, BRACKET CAN BE
B^ 0 1/4"0 HOLES,TYP. LOCATED ANYWHERE ON EAVE.
0 NOTE: PROVIDE WATER
0 TYP. BRACKET PROTECTION, METAL FLASHING
AT EVERY 2x CAUCK JOINTS AND SLOPE
g O TO DRAIN (OPTIONAL)
R.F. OR EXT. HANGER
CHANNEL, 2X OR 3X
DESIGN
(E) WALL
COVER
LOADS
OPENING
PROJECTION
10, 20 psf
> 8'
> 18'
30,40&50 psf
>6
>14'
G
I
3/16" STEEL NOTE, BRACKET CAN BE
B^ 0 1/4"0 HOLES,TYP. LOCATED ANYWHERE ON EAVE.
0 NOTE: PROVIDE WATER
0 TYP. BRACKET PROTECTION, METAL FLASHING
AT EVERY 2x CAUCK JOINTS AND SLOPE
g O TO DRAIN (OPTIONAL)
R.F. OR EXT. HANGER
CHANNEL, 2X OR 3X
0
EXISTING EAVE
ALLOWABLE PROJ. TO BEAM
RAFTER BRACKET
TABLE
LEDGER OR WALL HANGER
OVERHANG
SEE TABLE 1
REQUIRED
TO EXISTING ROOF
AT ROOF PANEL
OVERHANG
WITH FASTENERS
11/4" (24"
2 OR2c8LEDGER
TABLE 4
a,b ANCHORS INSTALLED
INTO CONCRETE WALLS
WITH 6 -INCH MIN.THICKNESS
PER TABLES 3 & 4
MAXIMUM
PROJECTION
ALUM. PANEL 2X OR
EXIST. RAFTERS AT
I
2x WOOD STUD OR
CONCRETE WALL
RAFTER
USING SD9112
3x ALUM. RAFTER
24" O.C. AT ROOF
1' MIN,
COVER
(3}#14x3 1/2- W.
EXIST. FASCIA BOARD
FRAMING MEMBER
OVERHANG
3�
AND EXPOSURE
COVER
LUSL
AT ROOF
OVERHANG
(B) - (2) SIMPS❑N A34 FRAMING ANCHORS, EACH SIDE, USING SD9112
DEPTH WOOD SCAB FULL LENGTH OF RAFTER TAIL
2X FULL DEPTH
WITH
2x FULL
LUSL
ALLOWABLE PROJ.
EXISTING EAV
WOOD SCAB,
120,13
120,C
130,B
130,C
TO BEAM
OVERHANG
WHERE OCCURS,
1' .MIN.
T—
26'-0"
NOTEi PLACE 'SIKA FLEX' OR SIMILAR
SEE TABLE 1 (24" MAX.)
254"
SEE TABLE 2
If 10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L.
MATERIAL BETWEEN BRACKET AND NOTE: BRACKET MAY BE
26'-0"
26'-0"
26'-0"
25'-7"
264"
COMP. SHINGLE ROOFING TO PROVIDE MOUNTED BELOW RAFTER
�I-
m
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
SEAL W/ SAME CONNECTION'S.
� EAVE CONNECTION
WIND SPEED
(EXP. B & C)
WALL CONNECTION
20
1. EXISTING ROOF OVERHANG DESIGN LOADS,
10
B
NOTE: WALL LEDGER IS NOMINAL LUMBER SIZE 2"x6" (AT 2"x634^
ALTERNATE EAVE CONNECTION
C
RDL = 3 psf (MIN) TO 8 psf (MAX) RLL = 20, 25,
MINIMUM RAFTERS), NOMINAL 2"xB" (AT 3"x8" MINIMUM RAFTERS)
NOTE: THIS DETAIL IS LIMITED TO RESIDENTIAL INSTALLATIONS
30, 40, 6 50 psf
26'-0"
OR KILN -DRY WOOD -FILLED 2"x6 Y" OR 3"x8" ALUMINUM SECTIONS.
WITH A 10 psf MAXIMUM DESIGN LOAD.
2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS
110 120 130
110 120 130
TABLE 1
TABLE
2
TYPE AND NUMBER
OR RAFTER
OF FASTENERS
CONNECTED
REQUIRED
TO EXISTING ROOF
AT ROOF PANEL
OVERHANG
TABLE 4
a,b ANCHORS INSTALLED
INTO CONCRETE WALLS
WITH 6 -INCH MIN.THICKNESS
EXISTING
MAXIMUM
PROJECTION
(A) - SIMPS❑N
A34 FRAMING ANCHOR
USING SD9112
SCREWS
COVER
NUMBER AND TYPE
FRAMING MEMBER
WIND SPEED (MPH)
AND EXPOSURE
COVER
LUSL
AT ROOF
OVERHANG
(B) - (2) SIMPS❑N A34 FRAMING ANCHORS, EACH SIDE, USING SD9112
DEPTH WOOD SCAB FULL LENGTH OF RAFTER TAIL
SCREWS
WITH
2x FULL
LUSL
OF FASTENERS
110,B
110,C
120,13
120,C
130,B
130,C
10
Ya' 0 SIMPSON STRONG -BOLT 2
SS AT 48' O.C. (n,b)
2" x 4" FULL
26'-0"
26'-0"
26'-0"
25'-2"
254"
20'-7"
If 10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L.
2" x 6" NOTCHED
26'-0"
26'-0"
26'-0"
25'-7"
264"
21'-2"
�I-
m
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
WIND SPEED
(EXP. B & C)
20
!'z• 0 SIMPSON STRONG -BOLT 2
SS AT 48' O.C. (n,b)
10
2"x6"
x6„ FULL OR 26'-0"
NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
110 120 130
110 120 130
110 120 130
110 120 130
110 120 130
110
120
130
2"x8" FULL OR
2"x10" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
5'
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(A)
(A)
(A)
25
STRONG -BOLT 2
S ATS 48' D.C.
(A) (A) (A) (A) (A) (B) (B) (B)
2O
2" x 4" FULL
26'-0"
26'-0"
26'-0"
25'-2"
25'-4"
20'-7"
7'
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(A) (A) (A)
(B)
(B)
(B)
30
Rb�G-BOLT 2
S ATS36 ON
2" X 6" NOTCHED
2"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
2"x6" FULL OR
2"x8" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
8' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B)
.9, (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B)
40
S ATSI3M6PS�NC STRONG -BOLT OL2
2"x8" FULL OR
2"x10" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
10' (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B)
2" x 4" FULL
26'-0"
26'-0"
26'-0"
25'-2"
25' 4"
20'-7"
11'
(A) (A) (A)
(A) (A) (A)
(B) (B) (B)
(B) (B) (B)
(B) (B) (B)
(B)
(B)
(B)
50
W 0 SIMPSON STRONG -BOLT 2
SS AT 24' D.C. (n,b)
2" x 6" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
12' (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B)
255
2"x6" FULL OR
2"x8" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-o"
TABLE 3 c
TYPE AND NUMBER OF FASTENERS REQUIRED AT LEDGER
AND ROOF PANEL RAIL TO FASCIA
OR LEDGER TO EXISTING WOOD STUD WALL FRAMING
TO TABLES 3 & 4:
a, EMBED ANCHOR 3' MINIMUM
INT❑ CONCRETE WALL A�
INSTALL IN ACCORDANCE:-- 0
WITH ESR -3037
b, USE 3' SQ,x�d ST'AINL�S,S ��
STEEL WASHER\WHEN, gy'
" A" 7
INSTALLINGI�NE�/ W.�❑D, O
�r
LEDGER
2"x8" FULL ORFOOTNOTES
2"x10" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
30
2" x 4" FULL
16'-0"
16'-0"
16'-0"
16'-0"
16'-0"
16'-0"
(C) - (2) )'a' DIAMETER LAG SCEWS
<D) - %' DIAMETER LAG SCREW
<E) - fin' DIAMETER LAG SCREW
2" x 6" NOTCHED
10'-10"
10'-10"
10'-10"
9'-2"
9'-3"
-
2"x6" FULL OR
2"x8" NOTCHED}
2s' -o"
2s' -o°
2s' -o°
26'-0."
2s' -o°
2s' -o"
10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L.
Q=
2"x8" FULL OR
2"x1o" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
�� WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED
m (EXP. B& C EXP. B& C EXP. B& C
3 ( ) ( ) (EXP. B & C) (EXP. B & C) (EXP. B & C)
2" x 4" FULL
11'-7"
11'-7"
11'-7"
11'-7"
11'-7"
11'-7"
�
1-
110 120 130
110 120 130
110 120 130
110 120 130
110 120 130
110
120
130
40
C❑NCRET WALL, _W
C. WHERE R F PA EIIL
OCCURS, U Y2' IAMETER
SCREW N LIEU ❑F
I�4 DIAMETER LAQ FS
2" x 6" NOTCHED
15'-6"
15'-6"
15'-6"
15'-6"
15'-6"
15'-6"
2"x6" FULL OR
2"x8" NOTCHED
19'-6"
19'-6"
19'-6"
19'-6"
19'-6"
19'-6"
5 (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D)
6' (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) '(D) (D) (D) (D) (D) (D)
2"x8" FULL ORLAG
2"x1o" NOTCHED
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
26'-0"
7' (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D)
2" x 4" FULL
8'-11"
8'-11"
8'-11"
8'-11"
8'-11"
8'-11"
8' (C) . (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E)
2" x 6" NOTCHED
12'-1"
12'-1"
12'-1"
12'-1"
12'-1"
12'-1"
9'
(C) (C) (C)
(C) (C) (C)
(D) (D) (D)
(D) (D) (D)
(D) (D) (D)
(E)
(E)
(E)
550
2"x6" FULL OR
2"x8" NOTCHED
15'-3"
15'-3"
15'-3"
15'-3"
15'-3"
15'-3"
10'
(C) (C) (C)
(C) (C) (C)
(D) (D) (D)
(D) (D) (D)
(E) (E) (E)
(E)
(E)
(E)
11'
(C) (C) (C)
(C) (C) (C)
(D) (D) (D)
(D) (D) (D)
(E) (E) (E)
(E)
(E)
(E)
2"x8" FULL OR
2"x10" NOTCHED
20'-9"
20'-9"
20'-9"
20' 9"
20'-9"
20'-9"
12' 1 (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E)
J
L3 ce)
2 I`
W cm OO
'Wn M
V
Z U U �
W aF-
u�w-LL_
LU LLI M
M
o
Z Coo
(Q M
Q�FESS I(
Z
S58 5
- 1
OF CA_
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MART(, DATE DESCRIPTION
4 STEL JOB # 157071-1
31312015
DRAWN BY MAP
CHECKED DKR
EXISTING EAVE
CONNECTION DETAILS
SH -8
8 OF 50 SHEETS
I
2
O
3
O
4
5
a
6
7
a
f
x r n
ALUM. 3004-H36
L 1.5 "
r- 0.04"
HANGER CHANNELS AND MOUNTING BRACKETS
FASTENERS,
2.740" SEE TABLE 3, SHEET 4
FASTENERS, 078
SEE TABLE 3 SHEET 8 300'
T=.060" w
.63 " N
.25'R •05' FASTENERS C)
FASTENERS, SEE TABLE 3 SHEET 8 -
SEE SHEET 4
20
N M
_ Q CONTINUOUSA-RAIL A
cO O m FASTENERS ROOF PANEL � (WHERE OCCURS) p
" ri SHEET 8
SEE TABLE 3 .06 "
FASTENERS, w ALUM.ALLOY I FASTENERS, ,
1 75" SEE SHEET 4 6063-T6 }� 1.880" SEE TABLE 3, SHEET 4
ALUM.ALLOY ALUM. ALLOY
6063-T6 AL OY
6063 T6OY 6063-T6
O
ROLLFORMED
ED O EXTRUDED HANGER /CONNECTION OC I.R. HANGER "H" BRACKET
NOTE: THIS CONSTRUCTION IS LIMITED TO 30 psf
MAXIMUM. SITE-SPECIFIC ENGINEERING REQUIRED
AT ROOF LOADS EXCEEDING 30 psf.
(3) Yz"0 LAG SCREWS
1 1/2" 10# L.L=(2)#14 SMS EA. SIDE
20#,25#,30# L.L.=(3)#14 SMS EA. SIDE
' JBEAM SPLICE TO
#14 SDS,
40#,50# L.L=(4)#14 SMS EA. SIDE
,)OCCUR DIRECTLY OVER 5/8"0 PLASTIC
/T 3 PER SIDE
I POST. NOT PERMITTED PLUG WHERE
1'
—
3/4' OR 1 1/2"
-
6 SCREWS I °e 2 -POST UNITS SCREW IS INSIDE
_
PER SIDE I
Q
a I 2" X 6 1/2" OR
5" .5" #14 SMS MAY
BE USE AS
p
I 5" MIN. 3"x 8" ALUM.
3.5" 3.5" ALTERNATE
;#
RAFTER
BOLTS
43/4-
3.5" 3.5"IJ
3' x8"
OR 1 1/2"
-- —--------
8" BEAM
1 5„
X HEADER
U -BRACKET
[I]OR ❑P
1,
W
EXISTING WOOD STUD FRAMING
SEE NOTES ol
` 3"x8" ALUM.
(E) STUCCO
BELOW 1 I 6 1/2" SIDEPLATE EA.
2 (E) STUCCO
RAFTER
2 EACH 1/4"0 x 3-1/2" LAG SCREWS L.L.=10 psf
I SIDE SEE POST SCHED.
2 EACH 1/20 x 3-1/2" LAG SCREWS L.L=20, 25 and 30 psf
#14 SMS EA. SIDE
PENETRATION BRACKET
2 EACH 5/8"0 x 3-1/2" LAG SCREWS L.L.=40 and 50 psf
TOP, MID HEIGHT
(2" MIN. PENETRATION INTO EXISTING WOOD STUD)
AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES
NOTE: LENGTH OF LAG SCREW SHALL PROVIDE
THREADED PORTION OF SHANK COMPLETE
NOTE: USE LEDGER WHERE RAFTER SPACING
PENETRATION INTO EXISTING CORNER STUD.
EXCEEDS EXISTING STUD SPACING. SEE TABLE 3 SHEET 8.
SEE LATERAL FORCE RESISTING SYSTEM, SHEET 11
HEADER BRACKET 2
RAFTER TO STUD WALL CONNECTION 3
BEAM TO POST CONNECTION 8
1 1/2" OR 2"LATTICE #8 S.M.S.
1f. r
�
ALTERNATE 1/2" DOUBLE RAFTER-
#8 S.M.S. EACH SIDE
EXISTING ALUMINUM MEMBER WITH
DBL. 3'x8'x0.042 BEAM
BOLT CONNECTIO PLAN 2
LATTICE 1 1/2" OR 2"
SHEATHING WOOD FILL OR
y�
NOMINAL LEDGER
( OR DBL. 2' x6.5'x0.032'/0.042'
ALTERNATE:
OR EXISTING)
i! BEAM
4414 S.M.S. EACH(NEW
� ¢ SEE NOTE, DETAIL B,
RAFTER TO COL
o SHEET 8
/
CONNECT. (8 -TOT.)
2"x6.5" OR 3"xB" RAFTER
6
'u5
I o° I
ALTERNATE: 1/2" BOLT
U) S
I °
ALTERNATE:
;y FASTNERS, SEE TABLE 3,
(2} #14 S.M.S. EACH RAFTER"'
SHEET8
TO COLUMN CONNECTION
5/8' 0 ACCESS
3"x 3"STL.POST (24") ° WALTERNATE:
(4 -TOTAL)
HOLES
6 - #1jc
INSERT ATTACHED OR5" OR
_ ALTERNATE:
3'SQ. POSTINSTALL
X �'FOR
3"x 3"STL.POST COLUMN"HEADER
FREESTANDING
(2} 2x6.5" OR (2)-3"x8" HEADER
r�' EXISTING
LONG SDS 2 EACH
BOLTALTERNATE:
1" STUCCO OR EQUAL
HEADER TOS
3"x3"x0.024" (1) - 1/2" BOLT OR
2.5"PENE. INTO EACH WOOD STUD
-•COLUMN
x.PLATE
CONNECTOR (2)- #14 S.M.S. EACH RAFTER
(12 FASTENERS
PER
DBL. RAFTER / DBL. HEADER CONN. 4O
STUB COLUMN TO DOUBLE HEADER CONN. O5
EXIST. STUCCO / LEDGER O
DOUBLEHEADER I7
ATTACHMENT DETAIL
COLUMN DETAIL
N ti
co 6
U) N M
ui0
w a�
F U) W
WW coco
M
M
U
Z 0000
� M
�t
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QRpFESS 1(��
S5885
OF CA10F
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK DATE DESCRPDDN
4 STEL JOB # 15-1071.1
DATE 302015
DRAWN BY MAP
CHECKED DKR
HANGER CHANNELS AND
MOUNTING BRACKETS
SH -9
9 OF 50 SHEETS
I
2
0
3
4
5
6
7
0
8
A o g o C e D o E o .r o G o n 0 I 0 J
COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN. NUMBER OF REQ. COLUMNS
ALUM. ALLOY 3.00" OR
6063-T6 �� 2.40"—
ol'-
0 " 1.375"
07511
1.60"
1.5 .090" TYP.
INSTALL 1y" x 1Y2" x Y8" HDG
WASHER PLATE AT ANCHORS
FOR 130 MPH
NOTE: CONCRETE SLAB ANCHORS SHALL BE
%" DIAMETER SIMPSON STRONG -BOLT 2 SS
(ICC -ES ESR -3037)
ALUM "T" BRACKET
87/16"f0 HOI
FOR 3/8" h
ASTM A500 GRADE B
INSTALL 1Y2" x 1Y" x Y8" HDG
WASHER PLATE AT ANCHORS
157=
TYP__
USE FOR 3" OR 4"
STEEL POSTS
C2 -5/16"O
NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1.
STEEL "T" BRACKET
2 FLANGES
2 1/8" APART
BASE FLARES
TO 3"WIDE EA.
SIDE OF FLANGES
FOR 3" POST,
4" WIDE FOR 4" POST
1-7/16"0 HOLE
& 2-3/8" HOLES
TYP. EA. SIDE
(3)-3/4"0 B
FOR POST TYPE F, G, H, I,
(4)- SS316 3/4"0 STRONG -BOLT 2 SS
STEEL PER ICC -ES ESR -3037
(4 3/4" EMBEDMENT DEPTH)
INSERT TO
BASE PLATE 3/16"
r
POST
I I
INSERT
9" SQ. X 5/8" THK.
THK. BASE PLATE
(ASTM A500 GRADE B STEEL)
1 Y4" 6Y"
WELDED STEEL BASE
ALTERNATE FREESTANDING
BASE PLATE ANCHOR
3" OR 4" SQ.
INSERT
x 0.188"
ASTM A500
GRADE B
STEEL
N
WCj)
2 01�
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03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MAZ- fOATE 1 DESCRIPTION
B# 15-1071.1
DATE 3/312015
DRA MAP
HECKED OKR
COLUMN I POST SURFACE
MOUNT AND FOOTING
EMBEDMENT DETAILS
SH - 10
10 OF 50 SHEETS
TABLE 1
TABLE 2
ATTACHED ONLY
ATTACHED AND
STEEL POST ONLY:
-r BRACKET @3"SQ.POST
'
FOOTING &ANCHOR BOLTS
FREESTANDING
i
USE POST TYPE
W/ (4}414 SMS EA. SIDE OF POSTALTERNATE
OR 1/2" M.B. THROUGH POST
ALUM."T"BRACKET USE WITH1
FTG.i
F. G. H. I, J OR K
POST
POST POST TYPE B,C,D, OR E.
STEEL. -r BRACKET OR 9" SQ.
1/2 DEPTH OF
� I
I I
SINGLE POSTS
FOOTING SIZE BOLTS EMBED.
CUBE SIZE SQ. 16' DEEP 'CUBE FTG.
18" 18" SO. 12"
1r.22" CUBED (1)
(2}3/8.0
1 718•
20' 21" SQ. 12"
BASE PLATE USE WITH
POST TYPE B,C,D,E,F,G,H,J OR K.
FOOTING OR
12" MIN. EMED.
I I
� I
23' & 24' CUBED (1)
(2}1/2 0
31/4•
22" 25" SQ. 16"
(2}3/8'P1 STRONG -BOLT 2 SS
EA. BRACKET TO SLAB.
9 1/2" MINIMUM DISTANCE TO
EDGE OF SLAB.
33" MINIMUM DISTANCE FROM
SLAB CRACK TO COLUMN.
(17/8" MIN. EMBEDMENT)
SLAB SHALL BE IN
GOOD CONDITION
SEE TABLE 1
4
a
DE TH C
v POURED CONCRETE
FOOTING SEE TABLES
(1}t/2"0M.B.
x9" LONG, 1'
FROM END
OF POST
I I I
! r •:
:•
::. '•
"' •'
�•`.'b`:;'•.�:
� co
~
W Q
cn a
H N
W m
Z
24" 28' SQ. 20"
25' - 30• CUBED (2)
(4}1/2.0
31/4"
26" 32' SQ. 23"
31 -34' CUBED (2)
(4}5/8 0
4•
28" 35' SO. 25"
30" 39" SO. 28"
35' -39' CUBED (2)
(4}3ra 0
4 314•
32" 43' SO. 30"
34" 47" SQ. 32"
40"-42' CUBED (2)
(4}314.0
4 314
36" 51" SO. 3q"
BOLTS SHALL BE SIMPSON STRONG -BOLT 2 SS
(ICC ES ESR -3037)
1) MAY USE EITHER STEEL T BRACKET OR
ALTERNATE FREESTANDING BASE PLATE
38" 55" SQ. 37"
' v FOR SIZE it INOTE:
3 1/2" MIN. SEE FOOTING 41
IN BEAM SPAN TABLE QUARE
POURED
CONCRETE
FOOTING
SCHEDULE IN BEAM
SPAN TABLES
40' 60" SQ. 39"
42" 64" SQ. 41"
69"SQ• 43'
EXISTING SLAB
7 ATTACHED COVERS ONLY $
POSTS TO CONIC. FOOTING
ATTACHED COVERS ONLY
2) REQUIRES USE OF ALTERNATE FREESTANDING
BASE PLATE.
SQUARE POST EMBED.
O INTO FOOTING
• CUBE FOOTING WI SLAB
ALUM. ALLOY 3.00" OR
6063-T6 �� 2.40"—
ol'-
0 " 1.375"
07511
1.60"
1.5 .090" TYP.
INSTALL 1y" x 1Y2" x Y8" HDG
WASHER PLATE AT ANCHORS
FOR 130 MPH
NOTE: CONCRETE SLAB ANCHORS SHALL BE
%" DIAMETER SIMPSON STRONG -BOLT 2 SS
(ICC -ES ESR -3037)
ALUM "T" BRACKET
87/16"f0 HOI
FOR 3/8" h
ASTM A500 GRADE B
INSTALL 1Y2" x 1Y" x Y8" HDG
WASHER PLATE AT ANCHORS
157=
TYP__
USE FOR 3" OR 4"
STEEL POSTS
C2 -5/16"O
NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1.
STEEL "T" BRACKET
2 FLANGES
2 1/8" APART
BASE FLARES
TO 3"WIDE EA.
SIDE OF FLANGES
FOR 3" POST,
4" WIDE FOR 4" POST
1-7/16"0 HOLE
& 2-3/8" HOLES
TYP. EA. SIDE
(3)-3/4"0 B
FOR POST TYPE F, G, H, I,
(4)- SS316 3/4"0 STRONG -BOLT 2 SS
STEEL PER ICC -ES ESR -3037
(4 3/4" EMBEDMENT DEPTH)
INSERT TO
BASE PLATE 3/16"
r
POST
I I
INSERT
9" SQ. X 5/8" THK.
THK. BASE PLATE
(ASTM A500 GRADE B STEEL)
1 Y4" 6Y"
WELDED STEEL BASE
ALTERNATE FREESTANDING
BASE PLATE ANCHOR
3" OR 4" SQ.
INSERT
x 0.188"
ASTM A500
GRADE B
STEEL
N
WCj)
2 01�
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S 5885
OF CA0
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MAZ- fOATE 1 DESCRIPTION
B# 15-1071.1
DATE 3/312015
DRA MAP
HECKED OKR
COLUMN I POST SURFACE
MOUNT AND FOOTING
EMBEDMENT DETAILS
SH - 10
10 OF 50 SHEETS
1
0
2
3
a
E
A D c u c r
LATERAL FORCE RESISTING SYSTEM (LFRS) FOR ATTACHED COVERS
/BEAM SPLICE TO
, OCCUR DIRECTLY OVER 5/8" 0 PLASTIC
I POST. NOT PERMITTED PLUG WHERE
6 SCREWS I @ 2 -POST UNITS SCREW IS INSIDE
PER SIDE I
5" .5^ #14 SMS MAY
BE USE AS
3.5" 3.5" ALTERNATE TO
1/4"0 BOLTS
3.5" 3.5"
8" BEAM
aF
m 3
2"X6.5"X0.032" SIDE PLATES
110 MPH 120 MPH 130 MPH
EXP. B
EXP. C EXP. B
EXP, C EXP. B
EXP. C
5'
2
2 2
3 3
3
6'
2
3 3
3 3
4
7'
2
3 3
4 3
4
8'
3
3 3
4 4
5
9'
3
4 4
4 4
5
10'
3
4 4
5 5
6
11'
4
4 4
5 5
6
12'
4
5 5
6 5
7
13'
4
5 5
6 6
7
<=
rr
m 3
2"X6.5"X0.042" SIDE PLATES
110 MPH 120 MPH 130 MPH
EXP. B
EXP. C EXP. B
EXP. C EXP. B
EXP. C
5'
2
2 2
2 2
3
6'
2
2 2
3 3
3
7'
2
3 3
3 3
4
8'
2
3 3
4 3
4
3 3
4 4
5
4 4
4 4
5
u
4 4
5 5
6
4 4
5 5
5
5 4
6 5
7
NOTE: 1. MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS
AS SHOWN ON SHEET 7. SEE SHEET 7 FOR POST TYPES.
R❑L
INSULATED
Hf
01c
OR
SEE
SEE NOTES
BELOWI I 6 1/2" SIDEPLATE EA.
SIDE SEE POST SCHED.
#14 SMS EA. SIDE
TOP, MID HEIGHT
AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES
POST SCHEDULE
1❑ 3" SQ. x .032" + (2)-2" x 6 1/2" x 0.032" 3" SQ. x .032" + (2)-2" x 6 1/2"x 0.042"
W/ (6)-#14 S.M.S. EACH SIDE. ❑2 W/ (8)-#14 S.M.S. EACH SIDE.
USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING.
BEAM TO POST CONNECTION 21
ALTERNATE FOR SOLID -ROOFED ATTACHED COVERS WHERE MINIMUM NUMBER OF REQUIRED
COLUMNS (SHOWN AT LEFT) ARE NOT SPECIFIED
ROOF PLAN
FASTENERS,
:ET 4
#14 SMS E 32' O.C, MAX.
ROLL -FORMED
RO IRP (4 MIN. PER PANEL INTERLOCK)
OLL-FORMED
PANEL
4
ROOF HANGER
#14 SMS 2 32' O.C.
4 MIN. PER
ALUMINUM
TOP & BOTT. 0.024'
P
ROLL -FORMED PANEL INSULATED ROOF PANEL
INTERLOCKING SEAM INTERLOCKING JOINT
Ll
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03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK DATE DESCRIPTION
4 STEL JOB p 151071-1
DATE 313!2015
DRAWN BY MAP
CHECKED DKR
LATERAL FORCE
RESISTING SYSTEM /
MIN. NUMBER OF
REQ. COLUMNS
SH -11
11 OF 50 SHEETS
A o B o C o D o
r
I
o G o
0
1
L7
1
BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS
SPLICE DETAILS 11 1 BEAM TO POST DETAILS 12 BEAM TO POST DETAILS 13
SIMPLE SPLICE FULL MOMENT I _.
IF
#10S .s. II #12 S.M.S. II
TYP. THICKNESS =.035 (24 TOT TYP. THICKNEBSS =.035'
6.38"
II D w
ALUM. ALLOY 3004-H3 ALUM. ALLOY 3004-H36 W
OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR -
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS
SPLICES - ROLLFORMED & EXTRUDED FASCIAS I -BEAM ALUM ALLOY
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. (6061-T6) ALTERNATE
3„ STL C -BEAM
TOTAL= (8)-1/2"0 BOLTS
SQ. POST
1.00'
O ` O O
SPLICE WHERE 4" 2.00'
OCCURS 070"
�—`(2010 S.M.S.@ EA.
VALLEY. TYP.
NOTCH H3EAM FLANGE
AS NEEDED TO CLEAR
SQ. POST,CONNECT WEB
TO POST W/ (2) - 5/6" 0
THRU-SOLTS @ 4' I -BEAM,
AND (3) - 518' 0 THRU BOLTS
@ T I -BEAMS
TMP Q Q H - BRACKET TO POST
ALUM. ALLOY 3"x 8"x.042" BEAM,
6063-T6 16' 1' 3" SQ. STEEL OR
4" I -BEAM T_0' MAG BEAM.
MOMENT CSPUCE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED.
SPLICE WH
Occul
i
ALUM. ALLOY
6063-T6
7" I -BEAM
1 Y21 SQ. OR 2" LATTICE TUBE
ALUM. ALLOY 3105-H25
/ 28, 1.50" 1.50"
l L" I 2"
'018
D
A IIIIIIIII
MOMENT CSPUCE
2"x3" LATTICE TUBE (P2)
ALUM. ALLOY 3105-H25
.28"
311 211 '��
V
(6)-0#14 SDS @ EA. SIDE
TOP & BOTT. TOT =24
3"X 3" ALUM. OR
STEEL POST
"U" BRACKET - RAFTER TO BEAM
LATTICE TUBE TO RAFTER
1.1/2" SO., 2" SQ.,
OR 2"x3" LATTICE
#8 z 2 "SMS, 21/2" @ 3' 6C. MIN.
��' • • r„ TO 6"O.C. MAX.
(12) - 914 x 1/2' S.M.S. EACH SIDE OF 3'
SQ. POST (B -TOTAL)
ALTERNATE 1/4'0 LT W/ WASHER
EA. SIDE OF 3' SQ. POST
AOf�) ,
2.35 3' SO. POST
4414 x 12" S.M.S. EACH SIDE OF 3'
SQ. POST (a -TOTAL 114'0 BOLT WI WASHER
EA SIDE OF 3' SO. POST
GUTTER FASCIA
OR�2 3' SO. POST MAG BEAM
3'SQ. STL BEAM
RAFTER "TAIL" TO GUTTER 15
NOTE: THIS DETAIL IS LIMITED TO 10, 20 & 30 psf
ROOF LIVE AND SNOW LOADS
"L" FASTENERS
1'-0" 4 - #14 SDS
2'-0" 6 - #14 SDS FASTENER TO FASCIA - SEE TABLE
T-0" 12 - #14 SDS FASTENER TO RAFTER TAILS - SEE TABLE
FASTENER SPACING = 3/4" OPTIONAL LATTICE TUBES
#14 x 1/2" S.M.S. TOP AT OVERHANG
S BOTT. (2) -TOT.
0
ROOF PANELo o Fr (i FASTENER 61/2"
0o GROUP
ROLLFORMED OR 0 0
EXTRUDED GUTTER
ALUM. BRACKET X
#14 S.M.S. @12.0 C.
FASCIA
6 1/2"x2'x.024 2' 1" 'L' SEE TABLE
RAFTER
"U",BRACKET - RAFTER TO BEAM 17
- 3.125" FOR 3 x RAFTER. g
2.125" FOR 2 x RAFTER-`,
� 7� n
®,, �P
1 1/2" ("- �0� @ 6063_T6:?\�
(6) - #14x X" TEK SCREWS �/2' M
j BRACKET TO RAFTER
O ��� I
r..• Q
G^ �
�_ �(6) - #14x %" TEK SCREWS. 750
BRACKET TO BEAM
Ll
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03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
'xatx *TE oEscaWlm
4 STEL JOB # 151071-1
DATE 3SV201s
D BY MAP
CHECKED DKR
BEAM TO POST &
LATTICE TUBE TO
RAFTER CONNECTION
DETAILS
ESH - 12
12 OF 50 SHEETS
w u v
HOW TO DETERMINE TRIBUTARY WIDTH TO WALL HANGERS, LEDGERS AND SUPPORTING BEAMS
TRIBUTARY WIDTH TABLE PROJECTION
NP - NOT PERMITTED - SITE SPECIFIC ENGINEERING REQUIRED
CLEAR SPAN
O.H.
TRIBUTARY TRIBUTARY= h
WIDTH 1/2 SPAN + O.rt
H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
FAN BEAM
FAN BEAM (19'-0" MAX SPAN)
` FAN BEAM AN BEAM
-J
J
< HEADER
z[IGHT
ING FAN AND/ T=.075' 2 2' 2 T2' 2 172'
FIXTURE TYP.
L I
RAX. 30 lbs. )
Tu li!`!!�!!,,
w #12 S.D.S. SCREW
#14 x 3 1/2" S.D.S. SCREW
FAN BEAM AT BEAM AT HANGER CHANNEL
ALUM. ALLOY 6063-T6 ATTACHMENT AT HEADER ATTACHMENT AT HANGER CHANNEL
i
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2 �
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4 �Noo
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1
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03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK DATE DESCRIPTION
4 STEL JOB # 15.1071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
HOW TO DETERMINE
TRIBUTARY WIDTH &
FAN BEAM DETAILS
SH - 13
13 OF 50 SHEETS
CLEAR SPAN (FT.)
O.H.
6
7
8
9
10
11 12 13
14
15
16
17
18
19
20
21
0
3
4
4
5
5
6 6 7
7
8
8
9
9
10
10
11
1'
4
5
5
6
6
7 7 8
8
9
9
10
10
11
11
12
2'
1 5
6
6
7
7
8 8 9
9
10
10
11
11
12
12
NP
3'
-
7 1
7
8 1
8 1
9 9 10
10
11
11
12
12
NP
NP
NP
4'
-
-
-
9
9
10 10 11
11
12
12
NP
NP
NP
NP
NP
5'
-
-
-
-
-
11 11 12
12
NP
NP
NP
NP
NP
NP
NP
NP - NOT PERMITTED - SITE SPECIFIC ENGINEERING REQUIRED
CLEAR SPAN
O.H.
TRIBUTARY TRIBUTARY= h
WIDTH 1/2 SPAN + O.rt
H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
FAN BEAM
FAN BEAM (19'-0" MAX SPAN)
` FAN BEAM AN BEAM
-J
J
< HEADER
z[IGHT
ING FAN AND/ T=.075' 2 2' 2 T2' 2 172'
FIXTURE TYP.
L I
RAX. 30 lbs. )
Tu li!`!!�!!,,
w #12 S.D.S. SCREW
#14 x 3 1/2" S.D.S. SCREW
FAN BEAM AT BEAM AT HANGER CHANNEL
ALUM. ALLOY 6063-T6 ATTACHMENT AT HEADER ATTACHMENT AT HANGER CHANNEL
i
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2 �
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. S 5885
1
OF CAO\
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK DATE DESCRIPTION
4 STEL JOB # 15.1071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
HOW TO DETERMINE
TRIBUTARY WIDTH &
FAN BEAM DETAILS
SH - 13
13 OF 50 SHEETS
o B a C o D o E o F o G o H o
I
BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS
ATTACHED
10 PSF LIVE
&
FREESTANDING SOLID COVERS
LOAD - 110,120,130 MPH - EXP.
B & C
1.52'[--
5" ROLLFORM
n
61'
1. 9'
6. ' 2. 7'g
0.73'
038'
2. 8'
'PUC
WHER
or
0,070'
TYI
�E
OCCURS
0,070' 4.0'
TYP,
E PCU
SPLICE
OCCURS
4. '11'-9"
0.065' I
TYP.
2 41_
T=12 GA3.
ASTMA653SS
GRADE 50 G60-\3.0'
•032'
ALUM,
=
a
G
O
r.
r
MAX.COL,
NG
ON SLSPACAB
"_
r
ATTACHED SOLID
FREESTANDINGSOLID
>-
~ ~
m
MAX.POST FTG.
SPACING (IN.)
(SPAN) (1)
MIN.
POST
TYPE
MAX.POST FTG.
SPACING (IN.)
(SPAN) (1)
MIN.
POST
TYPE
13'-7"
5'
18
11'-9" 20
B
11'-9" 26
11'-4" 28
G
5'
6'
11'-4"
6�
10'-9" 18
10-9" 21
B
10'-9" 26
10' 4" 27
G
T__it-
- - - - - -
1----3.0'
7
10'-0"
'-0"
19
21
B
10'-0"
9'-8"
269'-8"
27
G
7
6.5" ROLLFORM
A ALUM. ALLOY
6063-T6
MAG BEAM
B ALUM. ALLOY
6063-T6
3,0'
4" I -BEAM
C ALUM. ALLOY
6063-T6
,00'
4.5" MAG GUTTER
D ALUM. ALLOY
6063-T6
3" SQ.x0.032" ALUM. BEAM
W/ 12 GA. STL. "U" CHANNEL
E ASTM A653 SS
GRADE 50 G60
-,I
'�//��
6
L� .
W
O
8'-6"
8
9'-4"
9'�"
19
22
B
9'-4"
9'-1"
26
26
G
8'
7'_7"
9' 18'-10
" ZO
8'-10" 22
B
$'-1 O" 27
8'-7" 26
G
9'
6'-9"
10'
8'-6" 20
8'-6" 23
B
8'-6" 27
G
10'
1
6,_2„
11,
8'-1"8,-1" 223
C
8'-1'7-9" 228
G
11'
5'-8
1L
$
Z4C
�-Z$
76
ZB
G12'
SPLICE '
WHERE ALUM.
OCCURS ALLOY
6063-T6
6.6 6' 7. '
8.0'
0.110' ,042' 6'
TYP, TYP,
`
1.75' I-2.0'�MAX4.0 ,O' -I
o•
7" I -BEAM DBL. 2"x6.5"x0.042"
F I ALUM. ALLOY 3004-H36
ALUM. ALLOY OR EQUAL
sos3-Ts
.032' 6'
TYP,
I-,2,0'-I-MAX.--+-2.0'�
DBL. 2"x6.5x0.032"
`� ALUM. ALLOY 3004-H36
OR EQUAL
0,042'
TYP.
4--3.0'-I
3"x8"x0.042" BEAM
K ALUM. ALLOY 3004-H36
OR EQUAL
�1�^
-
2
O
N
r
SPACING
ON SLAB
(2) (g)
n o
T
Of
ATTACHED SOLID
FREESTAND/NG SOLID
p
m �
-POST FTG.
SPACING (IN.)
(SPAN) (1)
MIN.
POST
TYPE
MAX.POST FTG.
SPACING (IN.)
(SPAN) (1)
MIN.
POST
TYPE
13-7„
5,
11'-9"1'-7" 121
B
11'-0'-10" 229
G
5
11'-4"
6'
10'-9" 19
10'-7" 22
B
10'-9" 27
10'-0" 28
G
6'
9'-8"
,
7
10'-0" 20
9'-10' 22
B
10'-0" 27
9'-3" 28
/-�
G
7'
5.
a 1GZAOR
7'8 5' AA6653SS
GRADE SO
G6o
14'GA R
ASTM
A653 SS
G60 ESD 8.0'
.042'
TYP.
8'-6"
8'
9'-4"
9'-2"
20
23
B
9'�"
8'-8"
26
27
G
8'
W/ (1) "C" INSERT
G -ALUM.
6063-T6
H W/ 2) "C" INSERTS
ALUM. ALLOY
6063-T6
WHERE•C'SPLICEOCCURSASSHOWNIN B.0NOTE:'
SPAN TABLES, IT SHALL BE INSTALLED THE 0.042'
FULL LENGTH OF THE 7" I -BEAM. TYP•
.J
V)
A
LL
O
r
7-7
9
8'-10" 21
$,-8" 23
B
8'-10" 27
8'-2" 28
G
9 '
6'-9"
,
10
8'-6" 21
8'-3" 24
B
8'-6" 27
7'-9" 28
G
,
10
6'-2"
11 '
$,_1" 21
T-10' 24
B
$,_1„ 27
7'-6" 29
G
11 '
5'-8"
12'
7'-$" 22
7'-7" 25
C
7'-8" 28
7'-2" 30
G
12'
11 625'
MAX,
DBL. 3"x8"x0.042" BEAM
3"x8"x0.042" BEAM
W/ 14 GA. STL. INSERT
3.0'
MAX.
DBL. 3"x8x0.042" BEAM
W/ DBL. 14 GA. STL. INSERT
MAX.COL.
SPACING
ON SLAB
(3)
F r
DO[MA�CPOST
M§
ATTACHED
SOLID
I FREESTANDING
SOLID
FTG. MIN. MAX.POST FTG. MIN.re
ING (IN.) POST SPACING (IN.)(2),
PAN) (1) TYPE (SPAN) TYPE
L ALUM. AL EQUAL H36
M ASTM A653 GRADE 50 G610
ASTM A653 GRADE 50 G60
O
13'-7"
5'
1 2„
222
-6
(„�
FOOTNOTE: SAMPLE"
FIGURE INDICATES
RE EXPOSURE B
FIGURE INDICATES
EXPOSURE C
EAM
N W312 GA. STL.BNSERT'
ASTM A653 GRADE 50 G60
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS
OCCUR AS SHOWN IN THE SPAN TABLES,
THEY SHALL BE INSTALLED THE FULL LENGTH
DBL. EAM
P W/ DBL. 12 GA. STL.BNSERT
ASTM A653 GRADE 50 G60
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS
SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED
cv)
f
11' 4"
6'
10,90'-2"
223
B"''9;��?30>
6�
9 -8
7
10 -0" 21 C
9'-6" 23 8' '0' 291 G'
7'
> 7
8'-6"
$,
9' 4"
8'-10"
21
24
B
$'-3"
r
29
G
8p4
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
FOOTNOTES TO ALL SPAN TABLES:
1. FOOTING SHOWN REPRESENTS LENGTH OF 2. THE MAXIMUM COLUMN SPACING
EACH SIDE AND DEPTH OF CUBED FOOTING, SEE SHEET 10. THE SMALLER OF THE MAXIMUM
WHERE SLAB OCCURS, CUBED FOOTING SIZE OR THE MAXIMUM POST SPACING
MAY BE REDUCED BY 6" FOR FREESTANDING ONLY. BEAM. WHERE 2 PSF INSULATED
OF THE 3•x8' BEAM.
THE FULL LENGTH OF THE 3•x8• BEAM.
(n
�LL/�
v!
O
7'-7"
9'
8' 10"
8,4"
22
24
B
8'-8"
7._
27
9
ON EXISTING SLAB SHALL BE 3. THE SLAB SHALL BE A MINIMUM 10'-0" WIDE BY THE
SPACING SHOWN IN THIS COLUMN MAXIMUM COLUMN SPACING MEASURED AT THE COLUMN
SHOWN FOR THE SELECTED AND SHALL NOT CONTAIN ANY CRACKING FOR 25 & 30 psf.
ROOF PANELS THE DISTANCE FROM COLUMN TO SLAB EDGE SHALL BE
6'-9"
,
1 O
8'-6" 22 8 -3i7
$ -0" 25 B 30 G1
10,
6'-2
11
23 B T 10" 29
7'-7" 25 C 7'-2" 31 G
,
11
5'-$„
12'
7 -$
7'-1"
23
33
7'-7"
6'-9"
29
31
G`
12'
OCCUR AT 10 8 20 psf INSTALLATIONS,
MAXIMUM COLUMN SPACING
SEE TABLE 1, SHEET 47 FOR 9 1l4" MINIMUM.
ON EXISITNG SLAB.
PA
�y 1
La cy)
204
ti
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S5885
- 1
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03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
1 MARK DATE DESCRIPTION
i
i
r �4 STEL JOB a 15.1071-1
F DATE 31312015
DRAWN BY MAP
CHECKED DKR
BEAM TYPES FOR
ATTACHED &
FREESTANDING
SOLID COVERS
FSH
14 OF 50 SHEETS
A o B o C o D o E o F o G o H o I o J
co
ATTACHED &FREESTANDING SOLID COVERS - 10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & C
MAG BEAM
B
4" I -BEAM
C
4.5" MAG GUTTER
D
3" SQ. ALUM. W/ 12 GA.
E STL."U" CHANNEL
7" I -BEAM
F
0
}
�=
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
_
MAX.COL.
�o
a
j p
MAx•POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAx.POST FTG.
MIN.
MAx.POST FTG.
MIN.
MAx.POST FTG.
MIN,
MAx.POST FTG. MIN. MAx.POST FTG.
MIN.
MAx.POST FTG.
MIN.
MAx.POST FTG.
MIN.
^=
y
SPACING
ON SLAB
03:
SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.) POST SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.)
POST
m 3
m
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1) TYPE (SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
F
(2).(g)
13'-7"
5'
10' 4" 17
B
9'-6" 25
G
13'-7" 19
B
12' 4" 27
G
13'-3" 19
B
12'-2" 27
G
13' 4" 19 B 12'-1 27
G
23'-4- 22
E
21'-20' 333
G
5'
z
O
10' 4" 19
9'-2" 26
13'-7" 21
12'-1" 28
13'-3" 21
11'-9" 28
12'-3" 20 1'-10' 28
23' 4" 25
8"
9'-9"9.-9" 120
g
8'-108'-8" 226
G
12'-912'-9" 122
B
11' 8"1
228
G
12'- 19
g
11'-6111'-2" 228
G
12'- 1 21 B 11'-6"1
228
G
22'-0"
226
E
20'-0'9.-6" 332
C7
6'
11-4"
6'
4"
2'-2" 1
1.-3" 0"
-0"
�
9'-3"9,-3" 121
B
8'-6
G
12'- 1"2 223
B
11''1"-
227
G
11'- �
222
B
10'- �
227
G
12'-0"0'-4" 221 B 11'-0'O.-2" 227
G
20'-10'110' 227
E
19'-0"8.-7" 332
G
7
9._8..
7.
8'-3"
_2"
p•-9"
1.-3"
0•-7"
0
"
8'
8' 10" 9
8'-2"
P26
11'-8" 21
10'-7" 27
G
10' 7" 20
B
10'-4" 7
G
11'-6" 21 C 10'-6" 27
G
20'-1" 25
E
18'-2" 31
G
8'
-1-r92-1
8'-10" 21
B
10"
G
23
C
10'-4" 27
10'-7" 23
-:--2
10'-2" 27
9'-9" 22 B 9'-7" 27
20'-1" 28
17'-9" 31
7'-7"
g'
8'-7" 19
B
7'-9"
G
1 -12C10'
-2"2810'-0"2B"2711'-0"21
G
C 10'-1" 2819'-2"25E17'-6';_1"3329'
8-7227'-7"
11'-1" 24
10'-0" 27
10'-0" 23
9'-7" 27
9'-2" 22 B 9'-0" 27
19'-2" 28
3
LL
8'-3" 20
g
7'-7" 26
10'-6" 22
C
9'-10" 28
G
9'-6" 21
C
9'-6" 28
G
10'-4" 21 C 9'-9" 28
G
18'-3" 26
E
6'-10" 32
H
10'
6'-9"
10'
8'-3" 22
7'-4" 27
G
24
9'-7" 28
9'-6" 23
28
8'-9" 23 B 8'-7" 27
18'-3" 29
16'-6" 32
�
11'
8'-0" 20
B
7'-4" 27
10'-0" 22
C
9'-7" 29
G
9'-1" 21
C
'-1" 28
G
9'-10" 22 C 9'-6" 29
G
17'-4" 26
E
16'-4" 33
H
11'
O
6'-2"
8'-0" 23
28
G
10'-0" 25
9'-3" 28
--:24
-!9'8'-9" 28
8'�" 23 8'-2" 28
17'-4" 29
16'-0" 33
r'
5'-8"
7'-7' 21
C
7'-2" 27
G
9'-7" 22
E
9'-3" 29
G
8'-8" 21
C
8'-8" 29
G
9'-6" 22 9'-2" 29
C
G
16'-8" 27
E
H
,
12
0
12'
7'-7" 23
9'-7" 25
9'-1" 29
8'-8" 24
8'-4" 28
8'-0" 23 -10" 28
16'-8" 30
}
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
�
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAx.POST FTG:
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG. MIN, MAX.POST FTG.
MIN.
MAx.POST FTG.
MIN.
MAx.POST FTG. MIN.
4
MAX.COL.
� o
� o
t1=^
L
SPACING
ON SLAB
m 3
SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.) POST SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.) POST
DD
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1) TYPE (SPAN) (7)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1) TYPE
13'-7"
5'
10' 4" 18
B
9'-6" 26
G
13'-7" 19
g
12' 4" 28
G
13'-3" 19
g
12'-2" 28
G
13'-4" 19 B 12'-2" 28
G
23'-4" 23
E
21'-3" 33 G
5'
O
10'-3" 20
9'-0" 28
13' 4" 22
11'-8" 30
13'-1" 22
11'-6" 30
11'-2" 21 11'-0' 29
23'-1" 27
20'-1" 34 H
0
N
g'
9'-9" 19
B
8'-10" 26
G
12'-9" 20
B
11'-8" 28
G
12'-2" 20
B
11'-6" 28
G
12'-6" 20 g 11'-6" 28
G
22'-0" 24
E
20'-0" 32 G
6,
11,-4„
21
8'-6" 27
12'-8" 23
11'-1" 29
12'-0" 23
0'-10' 29
10'-3" 22 10'-0' 28
21'-9" 28
19'-0" 34 H
�
9._8..
9'-3"9.-2" 1
B
8'-6'8.-1" 227
G
121
224
B
11'-10'-6" 229
G
11'- 11 223
B
10'- �
229
G
11'-7'9.-6" 222 B 11'-09'-3" 228
(j
201 20'-8" 229
E
19'-p"8.-0" 333 G
7.
��
22
12.-0"
-1"
0.-3"
H
J
8'
8'-10". 20
8'-2" 25
11'-8" 22
10'-7" 27
G
10'-7" 21
g
10'-4" 27
G
10'-1 21 g 10'-6" 27
G
20'-1"
18'-17'-3" 333 H
8-
s
5
8'-6"
23
B
7'-8" 27
G
11'-6" 25
C
10'-1" 29
10'x" 24
9'-9" 28
8'-10 23 8'-8" 27
19'-9"
(/)
�,_7„
9'
8'-7" 20
B
7'-9" 26
G
11'-1" 22
C
10'-2" 28
G
10'-0" 21
C
10'-0" 27
G
10'-3" 22 C 10'-1" 28
G
2"
17'-6"6'-7" 333 H
9'
8 -6 23
28
0'-10' 25
28
9'-9" 24
B
9'-3" 28
8'-4" 23 B 8'-2" 28
18'-9"
�
(n
6'-9"
10'
8'-3" 21
B
7'-7" 28
G
10'-6" 23
C
9'-10" 28
G
9'-6" 22
C
9'-6" 28
G
9'-9" 22 C 9'-8" 28
G
118'-3"
$27
6'-10" 32 H
10'
8'-2" 24
7'-2" 28
10'-3" 26
9'-4" 28
25
28
8'-0" 24 B 28
17'-10'
16'-1" 32
0
Q.
11'
8'-0" 21
7'-4" 27
10'-0" 23
C
9'-7" 29
G
9'-1" 22
C
9'-1" 8
G
9'-3" 22 C 9'-3" 28
G
17'-4"
16'-4"5'-7" 333 H
11'
O
6'-2"
7'-9" 24
B
7'-0" 29
G
9'-9" 26
9'-1" 29
8'-10" 25
-3"29
29
24 B 7'-6" 29
17'-1"
S'-8"
7'-7" 21
C
7'-2" 28
G
9'-7" 23
E
9'-3" 29
8'-8" 2
C
8'-8" 29
G
8'-10" 23 C 29
G
16'-0" 34 H12'
12'
7'-6" 246'-9"308'-9"30G8'-1"
306'-10"2430
15'-1" 33
S
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTAND/NG SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOL/D
_
MAX•POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG. MIN.
MAX.COL.
� o
j o
f1"f"
I1
SPACING
ON SLAB
m �
SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.)
POST
SPACING (IN.) POST
m �
0
F
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1)
TYPE
(SPAN) (1) TYPE
(2),(3)
13'-7"
5'
10'-4" 19
B
9'-3" 28
G
13'-7" 21
B
12'-2" 30
G
13'-3" 21
g
12'-0" 29
G
12'-6" 20
B
12'-0" 29
G
23'x" 25
E
20'-1 34 H
5,
O
10'-0" 21
8'-8" 29
13'-1" 23
11'-4" 31
12'-7' 23
11'-2" 31
10'-3" 22
10'-1' 30
22'-6" 28
--19'-T 36 J
r11'-4"
9'-9°9,-6" 222
B
8-9'8.-2" 228
G
12'-9"2
224
B
11'-G"0�-8" 23p
�j
12'-
224
B
11'-90'-7" 230
�j
11'-4'9'-4" 222
B
11'-39'-2" 229
Cj
22'-2,1'-2" 229
E
19'-88
335 H
6.
6'
-q"
11 -0"
-q" I
7
i
9'-3"9,-0" 2
8'-4"
228
G
12'-
225
B
10
230
G
11'-
224
B
10'-80'-0" 230
C7
10'-78'-9" 223
B
10'-
229
G
20'- 20.-2" 230
E
18'-9'7.-6" 335 H
7.
9._8..
7.
23
g
7'-9"
11.-8"
C
10 -2"
1'0'-8"
8'-7"
I
J
8'-6"
8'
8'-10" 21
B
8'-0" 26
G
11'-8" 23
C
10'-6" 28
G
10'-7" 22
B
10'-3" 28
G
10'-0" 22
6
9'-10" 28
G
20'-1" 27
E
18'-0'6'-9" 334 H
8'
8-7" 24
28
11'-1" 26
9'-9" 30
10'-0" 25
--9'-4" 29
8'-2" 23
8'-0" 28
19'-2" 31
0
�,_7„
9'
8'-7" 22
B
7'-8" 27
G
23
C
10'-1" 28
G
10'-0" 23
B
9'-9" 28
G
9'-4" 22
B
9'-4" 28
G
19'-2" 28
E
17'-116'-1" 334 H
9'
231
8-3 24
2115'-9" 224
7'-2" 29
8-116'-7" 231
10'-6" 26
16'-815'-9" 333
9' 4" 29
15'-8'4.-8" 333 H
9' 4" 25
C
8'-10" 29
7'-8" 24
7'-7" 29
31
LL
10'
8'-3"
G9'-10"27ME
I
G8'
�
6'-9"
'-10"
-625C8'
-1"30G7'
-0"24B7
-2"3017'-2"2E15'-7"34
10'09'-6"227G7'-9"225C8-107'_q"231Gr8'
'-6"6q"224B8-6'6.-10'231C717'4"6q233E16'-1"5-1"333HI5_8.,12,7'-7'7.-1"
8
6._2..118'-0'7.-6"231G
W22[17:'-:6��"2810'6"24
09'-8"9'-6"H0'
231
C7
91 7"9'-1" 228
G
8' 8"7'-1" 225
C'
8'6"
ti
2
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$5885 �
- 1
OF CpI�F�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MARK DATE DESCRIPTION
4 STEL JOB # 157071-1
DATE 34312075
DRAWN BY MAP
CHECKED OKR
SOLID COVERS ATTACHED
& FREESTANDING BEAM
SPANS, 10 PSF L.L,
110-130 MPH
SH -15
15
231
G
2115'-9" 224
C
8-116'-7" 231
G
16'-815'-9" 333
E
15'-8'4.-8" 333 H
12'
6'-9"
B
I
OF 50 SHEETS
' A o B o C o D o E G F o G o H o I o
ATTACHED &FREESTANDING SOLID COVERS - 10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & C
7" I -BEAM 7" I -BEAM DBL. 2"x6.5"x0.042" DBL. 2"x6.5"x0.032" 3"x8"x0.042" BEAM
G W/ (1 "C" INSERT ��,� W/ (2) "C" INSERTS � � OR K
t1=^
L
MAX.COL
SPACING
ON SLAB
(2) (g)
pp_
m 3
ATTACHED SOLID
FREESTANDING SOLIt ID ATTACHED SOLID
FREESTANDING SOLID ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
~ ~
pp
m
MAx.POST FTG.
SPACING (IN.)
(SPAN) (1)
MIN.
POST
TYPE
MAx.POST FTG. MIN. MAx.POST FTG.
SPACING (IN.) POST SPACING (IN.)
(SPAN) (1) TYPE (SPAN) (1)
MIN.
POST
TYPE
MAx.POST FTG. MIN. MAX -POST FTG.
SPACING (IN.) POST SPACING (IN.)
(SPAN) (1) TYPE (SPAN) (1)
MIN.
POST
TYPE
MAx.POST FTG.
SPACING (IN.)
(SPAN) (1)
MIN.
POST
TYPE
MAX.POST MAX.POST
SPACING SPACING FTG'
FOR DBL. FOR 3"x8' (IN.)
2'x6.5'x0.032 BEAM (�)
MIN.
POST
TYPE
MAX.POST MAX.POST FTG.
SPACING SPACING
FOR DBL. FOR 3"x8" (IN.)
2'x6.5'x0.032 BEAM (1)
MIN.
POST
TYPE
O
13'-7„
5,
26'- 26'-9" 226
E
24' 23'-8" 334 G H 29'-6" 2g'-0^ 227
E
26'-26,-2" 335 H I 16'-0 6,-0" 222
B
16'-0"5,-3" 230
G
13'-;"2 -7^ 13'- 2'-10" 1 21
B
13'-1"2 _3 13'-8" '-7" 229
G
5
6'
25'-3" 24
25'-3" 27
E
23'-0" 31 G 27'-9" 25
22'-4" 33 H 27'-9" 28
E
25'-3" 32 G 14'-7" 20
24'-7" 34 H 23
B
14'-7" 28
29
G
12' 1" 12' 6" 19
1'-9" 21
112'-1
B11'-6"
12'-6" 27
28
G
,
6
9,_8„
7,
24'- 24'-0" 228
E
21'-9" 1'-3" 333 G H 26 26'-4" 229
E
24'- 23-4" 334 �"{ 13'-613'-6" 223
C
13'-6"3,-0" 229
V-2" 11'- 0'-10" 222
B
11'-1"0,�„ 11 10'-8" 227
G
7
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8'-6"
$'
23'-0" 26
23'-0" 29
E
20'-1 32 H 25'-3" 27
20'-3" 32 25'-3" 30
E
23'-0" 33 H 12'-8" 21
22'-4" 33 12'-8" 24
C
12'-8" 28
12'-2" 28
10'-1 20
10'-2" -22
VG
B
10'-6" 10'-1 27
9'-9" 10'-0" 27
G
$,
J
7'-7"
9'
22'-1" 27
30
E
20'-1" 33 24'-3" 27
19'-7" 33 H 24'-3" 31
E
22'-1" 34 H 12'-01'T 22
21'-7" 34 I -0" 24
C
12'-0" 29
11'-6" 29
10'-2" 21
9'-8" 23
C
B
9'-10"
9'-2"
G9�21'-4"2719'-4"34
6'-9"
1021'x"31E18'1033H23'-6"32E20'-9"
23'6" 28
21'-4" 35 11'-4" 2211'-4"
3411'4"25C0'-10"29G909223C
29
9'�" 9'-2" 219'�"
8'-9"
A8'4"
G10'
6'-2"
11'
20'-8"2818'9"
34 22'-9"29
3422'-9" 32
E20-2"35
20'-8" 3510'-10"2210'-1309'-0"
10'-10"25E10'-4"
29G87"
8'-4" 219'-0"20'8"31E1-3
823C8G5'-8"
12'20'1"
28E18'-3"
20'-1"3217'-9353319'-7"35104"2610'-0"308'-2"
35I22'1"29E20'-1"
3610'-4" 23E10'
-4"30G8'-7"
7'8" 21C
7'-8" 23
G12'
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(SPAN) (1) TYPE (SPAN) (1)
MIN.
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SPACING (IN.) POST SPACING (IN.)
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13'-7"
5'
26'-9" 24
26 -6" 28
E
24'-4" 34 H 29'-6" 25
23'-1" 36 I 29'-2" 29
E
26'-1 35 I 16'-0" 20
25' 4" 36 K 14'-10 22
B
16'-0" 30
14'-7" 31
G
13'-2" 13'-8" 20 B
12'-7" 11'-8" 21
13'-2" 13'-8" 29
12'-3" 11'-6" 30
G
5,
G
O
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25'-3" 25
4'-10' 29
E
23'-0" 33 H 27'-9" 26
21'-9" 35 I 27'-6" 30
E
25'-3" 34 H 14'-7" 20
23'-10 36 K 13'-8" 23
B
14'-7" 29
13'-4" 31
G
12'-1" 12'-6" 20 B
11'-6" 0'-8" 22
12'-1" 12'-6" 28
11'-2" 10'-6" 29
G
6,
r
9,_8„
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24'-0" 26
23'-8" 30
E
21'-9" 33 H 26' 4" 27
20'-8" 34 I 26'-1" 31
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24'-0" 34 H 13'-61'Z 21
22'-9" 35 I -8" 23
13'-6" 29
12'-4" 30
G
11'-2" 11'-7" 21 B
10'-8" 0'-0" 23
11'-2" 11'-7" 28
10'-4" 9'-8" :;;2r8
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7
8'-6"
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23'-0" " 27
22 -8 31
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20'-1 25'-3" 28
19'-9" 25'-0" 32
E
23'-0" 33 H 21
35-10 24
C
12'-8" 28
11'-7" -:;:30
G
10'-6" 10'-1 21 B
10'-0" 9'-3" 23
10'-6" 10'-1 27
9'-9" 9'-1" 28
G
$,
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7,_�„
9'
22'-1" 28
21'-9" 32
E
20'-1" 24'-3" 29
0" 24'-0" 33
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22'-1" 34 H 12'-0" 22
11'-2" 24
C
12'-0" 29
11'-0" 29
G
9'-10" 10'-2" 22 C --4"'1
9'1l" 8'-9" 23 B
10'-2" 28
9'-2" 8'-7" 28
G
9'
i�
ILL
6'-9
10'
21'x" 28
21'-1" 32
E
19'x" 23'-6" 29
18'-4" 23'-2" 33
j
E
21'-4"11'-4"
20'-2" 34 � 10'-8" 25
C
29
10'-4" 29
G
9'-4" 9'-2" 22 C
9'-0" 8'-4" 24 B
9'-4" 9'-2" 28
8'-9" 7'-9" 28
G
10'
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6,_2„
11,
20'- 20'-4" 233
E
18'-97 -9" 22'-22,-6"334E20'-89-7335I10225E10,9„10”329G9'0'8-7"8-48-0"224
C9'0"�8'-4'7'-1"229G5'-8„12,
O
20'-19'-10'334
E18'-�7-3"
22� 10' 335
E
20'-1�'9 335 J 10'-4'9,-9" 226
E
19'-6" 330
G
8�-7"8,-2" T-8"
8 '-4" 224 C
8�-7"8,-0" 7 -8 6'-7" 230
G
12'
ATTACHED SOLID
FREESTANDING SOLID ATTACHED SOLID
FREESTANDING SOLID ATTACHED SOLID
FREESTANDING SOLID
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FREESTANDING SOL/D
^
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(SPAN) (1) TYPE (SPAN) (1)
MIN.
POST
TYPE
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SPACING (IN.) POST SPACING (IN.)
(SPAN) (1) TYPE (SPAN) (1)
MIN.
POST
TYPE
MAX.POST FTG.
SPACING (IN.)
(SPAN) (t)
MIN.
POST
TYPE
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SPACING SPACING (IN.)
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MIN.
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H
13'-7„
5,
26'- 25'-9" 229
E
24'-22'-4"
22 � 337 I K 29-6" 28 -6" 230
E
26' 24'-8" 338 K 16'-013,-8" 224
B
15'-1"3,�„ 332
G
13'-1'2 -7" 13'-10 -9" 222
B
13'- �"2 -3 13' �"0'-7" 229
G
5
O
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VF ''"''
11'-4"
6'
25'-3" 27
4'-3" 30
E
22'-7" 35 I 28
21'-1" 37 K 26'-9" 31
E
24'-1 36 I 14'-7" 22
23'-3" 37 K 12'-7' 24
B
14'-3" 31
12'-3" 32
G
12'-1" 12'-0° 21
11'-6" -10" 23
B
27
11'-2" 9'-8" 28
G.,
fi
-'},
9,_8„
7,
24'-23'-1" 231
E
21'-2"0-1„ 336 H K 26 25'-6" 232
E
I K 13`-611-8" 225
C
13,_1„1',-4„ 331
G
11'-1°0�” 11'-19-2" 223
B
11'-;"0,�„ 11-19'-0" 227
C7
(7,
�
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J
C6
LL.
O
8'-6"
$'
23'-0" 29
22'-1 32
E
20'-7" 34 H 25'-3" 30
19'-2" 36 I 24'-4".. 33
E
I 12'-8" 24
K 10'-10 26
a
C
12'-4" 30
10'-8" 30
G
10'-6" 10'-4" 22
10'-0" 8'-7" 24
B
10'-6" 27 t
9'-9" 8'-4" 27
G
y
�j
R C��1ST(�
BY
7'-7"
9'
22'-1" 29
21 -3" -::W3
E
'" 34 H 24'-3" 30
35 I 23'-6" 34
E
I 12'-0" 24
K 10'-3" 26
C
11'-8" 29
10'-1" 30
G
9'-10" 9'-9" 23
9' 4" 8'-1" 24
C
B
9'-10" 9'-8" 27
9'-2" -10" 27
G
s,_9„
10,
21' 20'-7" 334
E
_
335HI2322'-8"33521'-19,-8"336IJ11-49-9"2C11'-197230C794'9,-0"9'-27-8"225C94'8
[11j�6
897'-2"22716'-2"
11'20'-8"31E
9'-10' 35
34 I 22'-9" 32
35 J 22'-0" 36
E
20' 4" 35 I 10'-10" 25
19'-1" 36 J 9' 4" 27
E
10'-7" 29
9'-2" 31
G
9'-0" 8'-4" 23
8'-7" 4" 25
C
9'-0" 8'-0" 28
8'-0" 6
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1
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03-03-15
DURALUM
lAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
MARK DATE DESCRIPT,ON
15-1071-1
SPT. 33f2015
I ., ,R-A—W-ABY MAP
t
ic�c � DKR
SOLID CO RS ATTACHED
L
-7" 28
�
5'-8"
12'
20'-1" 31
E
18'-0" 35 I 22'-1" 32
E
19'-9" 36 J 10'-4" 25
E
10'-2" 30
H
8'-7" 23
C
7'-4" 28
G
12'
19'-3" 35
16'-9" 34 J 21'-3" 37
18'-6" 35 9'-0" 27
8'-9" 31
G
8'-2" 10" 25
7'-4" 6'-0" 28
F T NDING BEAM
10 PSF L.L,
110-130 MPH
SH -16
16 OF 50 SHEETS
D
2
3
D
4
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2 �
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1
OF CAO
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK DATE DESCRIPTION
4 STEL JOB # 15-1071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
SOLID COVERS ATTACHED
& FREESTANDING BEAM
SPANS, 10 PSF L.L,
110-130 MPH
SH - 17-
17 OF 50 SHEETS
ATTACHED & FREESTANDING SOLID COVERS - 10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & C
3"x8"x0.042" BEAM
3"x8"x0.042" BEAM
DBL. 3"x8"x0.042" BEAM
DBL. 3"x8"x0.042" BEAM
L DBL. 3"x8"x0.042" BEAM
M W/ 14 GA. STL. INSERT
N W/ 12 GA. STL. INSERT
O W/ DBL. 14 GA. STL. INSERT
P W/ DBL. 12 GA. STL. INSERT
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
>'
MAX.COL.
SPACING
I=-
o
MAX POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAKPOST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAx•POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
~
o
^^
L1.
ON SLAB
3
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
m 3
(2) (g)
r
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
13'-7"
5'
19'-3"
21
C
19'-3"
30
G
18'-4"
21
C
18' 4"
30
G
20'-1"
21
C
20'-1"
30
G
25'-1
23
E
25'-1
32
H
28'-4"
24
E
27'-8"
35
J
5'
O
18'-1"
23
17'-8"
31
18'-4"
23
17'-8"
31
20'-1"
24
19'-4"
32
5'-10"
26
4'-10'
34
28'-4"
27
27'-0"
37
11-4
6'
17'-7"
22
C
17'-7"
29
G
16'-9"
21
C
16'-9"
29
G
18' 4"
22
C
18' 4"
30
G
23'-8"
24
E
23'-8"
32
H
25'-1
25
E
25'-1
34
J
6'
r
16'-6"
24
16'-1"
31
16'-9"
24
16'-2"
31
18'-4"
25
17'-8"
31
23'-8"
27
22'-9"
33
25'-10"
27
24'-10"
36
91-81,
�,
16'-3"
C
16'-3"
29
G
15'-7"
22
C
15'-7"
29
G
17'-1"
22
E
17'-1"
30
G
22'-0"
24
E
22'-0"
32
H
24'-0"
25
E
24'-0"
34
J
7
15'-3"
15'-0"
30
15'-7"
24
15'-0"
30
17'-1"
25
16'-4"
31
22'-0"
27
21'-1"
33
24'-0"
28
23'-1"
35
J
8'-6"
8'
15'-3"
d23
E
15'-3"
30
G
14'-7"
22
E
14'-7"
29
G
16'-0"
23
E
16'-0"
30
G
E
20'-7"
32
H
22'-6"
26
E
22'-6"
34
J
8'
14'x"
14'-0"
29
14'-7"
25
14'-1"
29
16'-0"
26
15'-4"
30
19'-9"
32
22'-6'
29
21'-7"
34
c/i7'-7"
9'
14'-4"
E
G
13'-9"
23
E
13'-9"
30
G
15'-1"
23
E
15'-1"
21
G
2'-725
E
19'x
3321-29.13'-7"
H21'-2"
E
J(n
30
13'-9"
26
13'-3"
30
15'-1"
26
14' 6"
30
18'-7"
32
29
20'-4"
35
6'-9"
10'
13'-8"
24
E
g14'-4"30
31
G
13'-1"
23
E
13'-1"
30
G
14'-3"
24
E
14'-3"
21
G
E
18'-4"
33
H
20'-1"
27
E
20'-1"
35J
10'"26
30
13'-1"
26
12'-7"
30
14'-3"
27
13'-9"
31
17'-8"
33
20'-1"
30
19' 4"
35
6'-2"
11'
13'-1"
24
E
31
G
12'-6"
24
E
12'-6"
31
G
13'-8"
24
E
13'-8"
31
G
17'-7"
26
E
17'-7"
34
H
19'-2"
27
E
19'-2"
36112-3
26
-
30
12' 6"
26
12'-0"
30
13'-8"
27
13'-1"
31
17'-7"
30
6'-10'
33
19'-2"
30
18'-6"
35
5'-8"
12'-6"
24
E
12'-6"
31
G
12'-0"
24
E
12'-0"
31
G
13'-1"
25
E
13'-1"
32
G
16'-9"
27
E
16'-9"
34
H
18'-4"
28
E
18'-4"
36
J
12'
12'
11'-9"
27
11'-6"
31
12'-0"
27
11'-6"
31
13'-1"
28
12'-7"
32
16'-9"
30
16'-2"
34
I
18' 4"
31
17'-8"
36
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTAND/NG SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTAND/NG SOLID
ATTACHED SOLID
FREESTANDING SOLID
>-
=
MAX.COL.
SPACING
~o
MAx.POST
FTG.
MIN.
MAx.POST
FTG.
MIN.
MAx.FOST
FTG.
MIN.
MAx.POST
FTG.
MIN.
MAx.POST
FTG.
MIN.
MAx.POST
FTG.
MIN.
MAx.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX•POST
FTG.
MIN.
MAx.POST
FTG.
MIN.
jp
a
ON SLAB
m
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
m 3
(Z) (g)
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
13' 7"
5'
19'-3"
22
C
19'-3"
32
G
18'-4"
22
C
18' 4"
31
G
20'-1"
22
C
20'-1"
32
G
25'-1
24
E
25'-1
34
H
28'x"
25
E
27'-8"
35
I
5,
O
16'-6"
24
B
16'-1"
32
17'-4"
24
17'-0"
33
H
19'-0"
25
18'-6"
33
H
24' 4"
27
3'-10'
36
K
26'-8"
28
26'-1"
37
K
6'
17'-15'-1"
225
C
17'-14,-8"
332
G
16'-95'-10'
225
C
16'-9°5,-6"
332
G
18'-4
226
C
18'-4"7-0
333
G
23'-8"22'-3"
228
E
23'-21
335
H
229
E
25'-23,-9"
336
H
6'
11,x,C14
7 4"
H
-9"
125
24'-4"
J
i
9, 8„
7
16'-3"
23
C
16'-3"
30
G
15'-7"
23
C
15'-7"
30
G
17'-1"
23
E
17'-1"
31
G
22' 0"
26
E
22'-0"
33
H
24'-0"
26
E
24'-0"
34
H
7'
14'-0"
25
13'-8"
31
14'-8"
26
14' 4"
31
16'-1"
26
15'-8"
32
20'-8"
29
20'-2"
34
22'-7"
22
22'-1"
35
1
J
8'-6"
8'
15'-3"
24
E
15'-3"
30
G
14'-7"
23
E
14'-7"
29
G
16'-0"
24
E
16'-0"
30
G
20'-7"
26
E
20'-7"
32
H
22'-6"
27
E
22'-6"
33
H
81
13-1
26
C
12'-9"
30
13'-9"
26
13'-6"
31
15'-1"
27
14' 8"
32
19'-4"
29
8'-10'
34
21'-2'
30
20'-8"
34
I
iii
7'_7
9'
14'-4"
226
E
14'-4"2
30 J
G
13'-9
227
E
13' 9'2
330
G
15 -114
227
E
15'
331
G
19
230
E
19' 47'-10
3
H
21'- 20
231
E
21'-2"
334
H
9
LL
-1"
30
3'-0"
-8"
-2"
13'-10"
H
8'-3"
33
-0"
-6
I
6, 9..
1 p.
13'-8';
227
E
13'-11 •-6"
330
G
13'-12'x"
227
E
13'-112'-1"
330
G
14 _
228
E
14' 3"
331
H
118'-4-"--7'
230
E
18'
3
I
20'-119
231
E
20'-1�
333
H
10,
-8"
H
1'3'-6"
3'-2"
4"
j r-0"
33
-0"
8,-6"
1
6'-2"
11'
13'-1"
25
E
13'-1"
31
H
12'-6"
25
E
12'-6"
31
G
13'-8"
25
E
13'-8"
31
H
17'-7"
28
E
17'-7"
33
H
19'-2"
28
E
19'-2"
34
I
11'
O
11 -2
27
11'-0"
30
11'-9"
28
11'-6"
30
H
12'-10"
28
12'-7"
31
16'-7"
31
16'-2"
33
18'-1"
32
17'-8"
34
5'-8"
12'
12'-6"
25
E
12'-6"
31
{
12'-0"
25
E
12'-0"
31
H
13'-1"
26
E
13'-1"
32
H
16'-9"
28
E
16'-9"
34
H
18'-4"
29
E
18' 4"
35
12'
10'-8"
27
10'-6"
30
11'-3"
28
11'-1"
30
12' 4"
29
12'-1"
32
5'-10"
31
15'-6"
33
1
17'-4"
32
17'-0"
34
ATTACHED SOLID
I FREESTANDING SOLID
ATTACHED SOL/D
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
ATTACHED SOLID
FREESTANDING SOLID
>-
SPACINL.
SPACING
� o
MAX POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX•POST
FTG.
MIN.
MAX•POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
~
ON SLAB
E9 -
- 3
SPACING
( IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
Ln
(2). (g)
�
SPAN
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
13'-7"
5'
18'-4"
23
C
18'-3"
33
H
18'-4"
23
C
18'-0"
33
H
20'-1"
24
C
19'-8"
34
H
25'-1 "
26
E
25'-3"
36
J
28'
26
E
27'-3"
37
K
5'
O
15-1
24
B
14'-9"
33
16'-0"
25
B
15'-7"
34
17' 4"
26
17'-1"
35
1
22'-4"
28
1'-10'
37
K
24'-6"
29
24'-0"
38
r11
6'
16'-
225
C
16'-9"3,-6"
332
G
16'-9
226
C
16'-6'4
333
G
18'-4"5'-10'
226
C
18'-0"5
334
H
23'- 20'-6"
229
E
23'- 20'-1"
35
1
25
230
E
2521
337
J
6'
�„
3'-10"
4'-7"
-3"
H
-7
36
K
22' 4"
-10"
K
9'-8"
7'
15'-7"
24
C
15'-6"
31
G
15'-7"
24
C
15'-3"
31
G
17'-1"
25
E
16'-8"
32
G
22'-0"
27
E
21'-6"
34
H
24'-0"
28
E
23'-6"
35
1
7
12'-9"
26
12'-7"
32
13'-6"
26
13'-2"
32
14'-9"
27
14'-6"
33
H
19'-0"
29
18'-7"
35
I
20'-9"
30
20'-3"
36
K
J
8'-6"
8'
14'-7"
25
E
14'-6"
31
G
14'-7"
25
E
14'-3"
31
G
16'-0"
25
E
15'-7"
32
20'-7"
28
E
20'-1"
34
H
22'-6"
29
E
22'-0"
35
I
8'
12'-0"
26
C
11'-9"
31
12'-8"
27
C
12' 4"
32
13'-10'
28
13'-6"
32
H
17'-9"
30
17' 4"
35
I
19'-6"
31
19'-0"
35
7 „
9
13'-9"
25
E
13'-8"
30
H
13'-9"
25
E
13'-6"
30
H
15'-1"
26
E
14'-8"
31
19'-4"
28
E
19'-0"
33
H
21'-2"
29
E
20'-8"
34
H
9.
ILL
-7
11' 4"
27
11'-1"
31
G
12'-0"
27
11' 8"
31
G
13'-1"
28
12'-9"
32
H
16'-9"
31
16' 4"
34
18' 4"
32
18'-0"
35
(n
6'-9"
10'
13'-1"
26
E
13'-0"
30
H
13'-1"
26
E
12'-9"
30
{
14'-3"
26
E
14'-0"
31
H
18'-4"
29
E
18'-0"
33
H
20'-1"
30
E
19'-8"
34
H
1 p,
10'-9"
27
10'-7"
30
G
11'-4"
28
11'-7"
31
12' 4"
29
12'-1"
31
16'-0"
31
15'-7"
34
17'x"
32
17'-1"
35
I
33
6'-2"
11'
12'-6"
26
E
12'-6"
31
H
12'-6"
26
E
12'-2"
31
H
13'-8"
27
E
13'-4"
31
H
29
E
17'-2"
H
19'-2"
30
E
18'-9"
34
11'
Q
10'-3"
28
10'-1"
31
0'-10'
28
10'-7"
31
11'-10'
29
11'-7"
31
15'-2"
32
4'-10
33
16'-7"
33
16'-3"
34
r
5. 8..
12'-
228
E
1 -1
331
12'-0
229
E
11'-8"p,-1"
331
H
13'-111
230
E
12'-9�
331
[17'-7"
6'-9'4,-7"
332
E
16'-6'4,-3"
3
18' -4'5
333
E
18'-0"5,-7"
334
12'
12'
9'-10"
9'-8"
0'-4"
-4"
1 -1 D
f -{
33
-10
2 �
W � co
W U)N00
rn
o0�
w aw�
U) w LL.
:EW M
L1J W M
M
M
U
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UQ M
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rn
Q�FESS 1(�
p o S5885
1
OF CAO
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJAPPROVAL
REVISIONS
MARK DATE DESCRIPTION
4 STEL JOB # 15-1071-1
DATE 31312015
DRAWN BY MAP
CHECKED DKR
SOLID COVERS ATTACHED
& FREESTANDING BEAM
SPANS, 10 PSF L.L,
110-130 MPH
SH - 17-
17 OF 50 SHEETS
' A o B o C o D o E o F. o G o H o I o
BEAM TYPES ATTACHED &FREESTANDING LATTICE COVERS - 10 PSF LIVE LOAD - 110, 120,130 MPH - EXP. B & C
3" SQ.x0.032" ALUM. BEAM2"x6.5"x0.032" �R 3"x8"x0.042" BEAM
E W/ 12 GA. STL. "U" CHANNEL
T=12 GA.
ASTMA653SS
3,0'
032• 6' '
042'
8'll
T
2
MAX.COL.
SPACING
DNS LAB
(2) (g)
F
3
m101- 0
05
ATTACHED
FREESTANDING ATTACHED FREESTANDING
H
�o
m
W�'
MAX.POST
ACWG NG
(
(SPAN) (1)
OST
TYPE
SPACING FTG. MIN. MAX.POST MAX.POST
(IN.) POST SPACING SPACING •
FOR DBL.
(SPAN) (1) TYPE 2'x6.5' 0032' FOR
BEAM6
FTG.
(IN.)
(1)
MAX.POST MAX.POST.
MIN. FTG.
POST SPACING SPACING (IN.)
FOR DBL.
TYPE 2-4.5-4.=- FOR
BEAMB" (1)
MIN.
POST
TYPE
13'-7"
5'
16'-9" 15
16'-9" 17
B
14'-7" 29 G 14'-1 15'x"
14'-7" 31 H 4'-10" 15' 4"
B
15 14'-1 15'x" 28
17 14'-6" 15'-1" 30
G
5,
GRADE so cso
032'
0,042'
TYP.
11' 4"
g'
15'-3" 16
15'-3" 18
B
13'-3" 28 G 13'-7" 14'-1"
13'-3" 30 H 13'-7' 14'-1"
B
15 13'-7" 14'-1" 28
17 13'-3' 13'-9" 29
G
6,
ALUM,
I —
0' MAX. 0'
r
9'_9„
7'
14'-2"' 16
14'-2" 18
B
12'-4" 28 12'-7" 13'-1"
12'-4" 30 G 12'-7" 13'-1"
B
15 12'-7" 13'-1" 28
17 12'-3' 12'-9" 29
G
,
7
'
DBL.2"x6.5"x0.032"
I ALUM. ALLOY 3004-H3s
I..� �
3.0'
�
$�-g
$
13'-3" 16
13'-3" 19
B
11'-7" 29 G 11'-9" 12'-3"
11'-7" 29 11'-9"
B
16 11'-9" 12'-3" 28
18 28
G
$,
3" SQ.x0.032" ALUM. BEAM
W/ 12 GA. STL. "U"CHANNEL
OR EQUAL
DBL. 2"x6.5"x0.042"
3"x8"x0.042" BEAM
K
�
0 ALUM. ALLOY 3004-H36
OR EQUAL
J
�
�
O
E ASTM Ass3 SS
GRADE 50 G60
ALUM. ALLOY 3004-H36
OR EQUAL
7,_7„
9�
12'-7" 17
12'_7^ 19
C
11'-0" 29 11'-2" 11'-7"
11'-0^ 29 G 11'-2' 11'-7"
B
16 11'-2" 11'-7" 29
–1 —8 0'-10 28
G
g�
' S'
6'-10"
10'
12'-0" _117H
12'-0"
C
10'-4" 11'-0"
10'4" 30 G 10'-7' 11'-0"
B
16 10'-7" 11'-0" 29
19 10'-3' 10'-8" 29
G
10'
6-2
11'
17
11'-4" 20
C
9'-10" 30 10'-1"
9'-10" 30 Fi 10'-1'
17 10'-1" 10'-6" 29
19 9'-10' 10'-1" 29
G
11'
5'-8" _
..12'
18
0;-10" 20
C
9'-6" 30 Ei 9'-8" 9'-8"
30 9'-8" 9'-8"
CM
17 9'-8" 9'-8" 29
19 9'-6" 9'-2" 29
G
12'
r=120
1a ca
7.8 5' ASTM
1�
i
B'
0.042'
A653 SS
GRADE
50 G60
.625'
�^1
I..L
CC
MAX.COL.
SPACING
ON SLAB
(2),(3)
w
F �
� o
m �
�
ATTACHED
FREESTANDING ATTACHED FREESTANDING
�
j o
m 2
�
MAX.POST FTG.
SPACING (IN.)
(SPAN) (1)
MIN.
POST
TYPE
MAX.POST FTG. MIN. MAX.POST MAX.POST
SPACING (IN.) POST SPACING SPACING
FOR DBL. FOR 3'x8"
(SPAN) (1) TYPE 2"x6.5'x0.032' BEAM
FTG
(IN.)
(1)_
MAX.POST MIN. MAX.POST MAX.POST FTG.
POST SPACING SPACING (IN.)
FOR DBL. FOR 3"x8"
TYPE 2"x6.5'x0.032" BEAM (1)
MIN.
POST
TYPE
13'-7"
5'
16'-9" 16
16'-4" 18
B
14'-7" 31 H 14'-1 15' 4"
14'-7" 33 J 14'-8" 15'-2"
B
15 14'-1 15' 4" 30
18 14'-1" 14'-7" 31
G
5 ,
TYP,
_
,875'
G
O
—
3x8"x0.042" BEAM
%i W/ 14 GA. STL. INSERT
N
r
6'
15'-3" 16
15-0". 19
B
13'-3" 30 H 13'-7" 14'-1"
13'-3" 32 I 13'-4" 3'-10'
B
16 13'-7" 14'-1" 29
-11: 8 2'-10" 13'-4" 31
G
6,
g'_g"
7.
14'-2"' 17
3'-10" 19
B
12'-4" 29 G 12'-7" 13'-1"
12'3" 31 I 12'-4" 2'-10
B
16 12'-7" 13'-1" 29
19 12'-0" 12'-4" 30
G
7
I
1�3.0'3'0��3,0'�
MAX,
ISI ASTM A653 GRADE 50 G60
8'-6"
8,
13'-1'3-0 .120
B
231 G H 1 8 12'-312,-1"
B
179 11'-9"1 '-2- 12'-31'-7" 230
G
8'
�DBL. 3x8"x0.042" BEAM
3"x8"x0.042"BEAM
��� W/ 12 GA. STL. INSERT
J
` ALLOY EQUAL 4-H36
I� ASTM A653 GRADE 50 G60
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS
SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED
THE FULL LENGTH OF THE 3"x8° BEAM
"' j
LL
^J
LL
O
7'-7"
g'
12'-7" 18
12'-3" 20
C
11'-0" 29 11'-7"
11'-0" 30 H 11'-0" 11'-4"
B
1L7_11 1'-2" 11'-7" 29
20 10'-7" 11'-0" 29
G
9'
6'-10"
r
10
12'-0" 18
11'-8" 21
C
10'-4" 30 G 10'-7" 11'-0"
10'-4" 30 H 10'-6"
B"
17 11'-0" 29
20 10'-1" 10'-4" 29
G
1 U�
FOOTNOTE: "SAMPLE"
6'-2" .
11'
11'-4" 18
11'-2" 21
C
9'-10" 30 10'-1" 10'-6"
9'-10" 30 H 10'-0" 10'-3"
B
17 10'-1" 10'-6" 29
20 9'-7" gg'P9
C7
11'
FIGURE INDICATES
EXPOSURE B
FIGURE INDICATES
T=12 OR
12,
10'-110'-8" 1 21
C
331 �'i g'-8"9-7,
C
121 9'-8"g, 2 9'-8„8-9 230
G
12'
EXPOSURE C
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
FOOTNOTES TO ALL SPAN TABLES:
1. FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB.
a
M
3 SS
DE 8,0'
G60
,042'
TYP.
�
�
C
C
O
MAX.COL.
SPACING
ON SLAB
(2).(3)
� F
�o
� 3
�
ATTACHED
FREESTANDING ATTACHED FREESTANDING
j p
�
MAX.POST FTG.
SPACING (IN.)
(SPAN) (1)
MIN.
POST
TYPE
MAX.POST MAX.POST
MAX.POST FTG. MIN. SPACING SPACING
SPACING (IN.) POST FOR DBL. FOR 3'x8"
(SPAN) (1) TYPE 2"x6.5'x0.032' BEAM
�G'
(IN.)
(1)
MAX.POST MAX.POST FTG. MIN.
MIN. SPACING SPACING
POST FOR DBL. FOR 3"x6' (IN.) POST
TYPE 2"x6.5'x0.032" BEAM (1) TYPE
13'_7"
5'
16'-9" 17
15'-0" 19
B
14'-7" 32 I 14'-1 15'-4"
14'-7" 34 J 14'x" 14'-10'
B
16 14'-1 15'-2" 31 G
19 13'-8" 14'-2" 33 H
5,
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
2. THE MAXIMUM COLUMN SPACING ON EXISTING SLAB
SHALL BE THE SMALLER OF THE MAXIMUM SPACING
SHOWN IN THIS COLUMN OR THE MAXIMUM POST
SPACING SHOWN FOR THE SELECTED BEAM.
J.
F-- MAX. —I
DBL. 3"x8"X0.042" BEAM
W/ DBL. 14 GA. STL. INSERT
M
�
.J
y l
111-4-
,
6
15'-3" 18
13'-9" 20
B
13'-3" 31 I 13'-7" 14'-1"
13'-3" 34 J 13'-1" 13'-7"
B
17 13'-7" 13'-1 31
19 12'-6' 13'-0" 3
91-911
7'
14'_2" 18
12'-9" 20
B
12' 4" 31 H 12'-7" 13'-1"
12'-4" 33 J 12'-2" 12'-7"
B
17 12'-7" 12'-1 ` 30�
20 11'-7' 12'-1' 3�� �
�
$'-Fj"
$
13'-3" 18
11-10' 20
B
11'-7" 30 H 11'-9" 12'-3"
11'-7" 32 J 11' 4" 11'-9"
B
18 11'-9" 12'-1" 29
20 10'-10" 11'-3" 31 G
H�
x
0
ASTM A653 GRADE 50 G60
3. THE SLAB SHALL BE A MINIMUM 10'-0"WIDE BY THE
MAXIMUM COLUMN SPACING MEASURED AT THE
COLUMN AND SHALL NOT CONTAIN ANY CRACKING FOR
25 & 30 psf. THE DISTANCE FROM COLUMN TO SLAB
EDGE SHALL BE 91/4" MINIMUM.
SEE ALTERNATE FOOTING TABLES
DBL. 3"x8"X0.042" BEAM
P W/ DBL. 12 GA. STL. INSERT
ASTM A653 GRADE 50 G60
NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS
SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED
J
LL
�
O
!�
i f�
71 711
,
9
9
19--
1,--11-3" 21
B
11'-0" 30 H 11'-2" 11'-]"
11'-0" 32 I 10'-9" 11'-2"
B
18 11'-2" 11'-4" -VO-
21 10'-3' 10'-8" 0
61_10„
10'
12'-0" 19
10'-8" 21
C
B
10' 4" 30 H 10'-7" 11'-0"
10'•x" 32 G 10'-7"
B
18 10'-7"9, 10'-9" 2
21 -9" 9'-10" 0 G
10'
6'-2 "
11'
11' 19
1---1 0'-2" 22
`'
9'-10" 30 H 10'-6"
9'-10" 32 I 9'-9" 9'-10'
B
19 1 10'-3" 29
21 9'-3" g'-0" 3
11
r,–
W c-0 o6
cNi OC,
2 w a' M
0 U
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� � Z �
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rn
Q�FESS Iq�
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w � S 5885
cc
1
OF CAl �F�
03-03-15
DURALUM
IAPMO 0195
ASSUMPTION
AHJ APPROVAL
REVISIONS
KARK OATS DESCRIPTION
Ak
A'STE1�8�1t�:� i �~ 15.1071-1
DA�TE� DIE1 3!312015
�
-DRAWN BY—
5'-$'
0'-1
31
H
g'_g"
g'$"
C
19
9'-8"
9'-4"
29
'
12'
SHT. 9 FOR ATTACHED COVERS
THE FULL LENGTH OF THE 3'x6" BEAM.
12
22
• C
9'-6"
33
J
9'-4"
9'-1"
22
9'-0"
31
� MAP
DKR
LATTICE COVERS ATTACHED
BY TAD191NG
- SPANS,
10 PSF L.L, 110-130 MPH
SH - 34
34 OF 50 SHEETS
t
e
2
0
3
A
0
4
0
s
0
s
o
B
o
C
o
D
G
E
o
F
o
G
o
H
o
I
o
J
-
G LIED
10 PSF
LIVE
LOAD
�-
- 110, 120,
—00
130
MPH
- EXP_.
.B &
C---)
J DBL. 2"x6.5"x0.042"
j J
3"x8"x0.042" BEAM
M W/ 14 GA. STL. INSERT
3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM
N W/ 12 GA. STL. INSERT W/ DBL. 14 GA. STL. INSERT
ATTACHED
FREESTANDING
ATTACHED
J
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
MAX.COL.
a=
j o_
MX.
APOST FTG.
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN.
FTG. MIN.
MAX.POST FTG.
MIN.
MAPOST FTG.
X•
MIN.
MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN. MAX.POST FTG.
MIN.
MAX.POST FTG.
MIN,
SPACING
ON SLAB
SPACING
( IN.)
POST
SPACING
( IN.)
POST
SPACING
(IN.)
POST
).
POST
SPACING
( IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
m 3
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
I
t)
.TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
13'-7"
'
5'
18'-0"
15
B
18'-0"
29
G
21' 8"
16
g
21'-8"
31
G
20'-9"
16
g
20'-9"
31
G
22'-8"
17
B
22'-8"
31
G
29'-2"
18
C
29'-2"
33
H
51
O
18'-0'
18
17'-6'
31
21'-8"
19
21'-2"
33
H
20'-9"
18
20'-2"
33
H
22'-8"
19
22'-1"
33
H
29'-2"
21
28' 6"
36
I
r
11,x„
6,
16'-416
168
B
16'-4"
230
�j
19'-9"9'-9"
1
C
19'-9"9.-3"
332
G
19'-0
1
g
19'-0"8,-6"
3032
G
20
120
C
20'-
332
Cj
26'- 26'-8"
121
E
26'-
335
H
6,
-4
16-0'
19
9'-0"
19
20' 8"
20.-2"
26.-0"
I
�
9,_9„
7,
15'-215-2
169
g
15
230
G
18'-4"8'-4"
120
C
18'-4'7'-10'
331
G
17'-
1
C
17,_ 1„7'-1”
331
Cj
19'-
120
C
19'-1"9
332
Cj
24'-8"
4'- 24'-8"
122
E
24'-
334
H
71. '
14'-10"
17-7"
19
1'9'-2"
2"
24,-1"
J
8'-6"
8'
14'-3"
17
B
14'-3"
29
17'-2"
18
C
17'-2"
31
G
16'-6"
18
C
16'-6"
31
G
18'-0"
18
C
18'-0"
31
G
23'-223
222
E
23'- 2"2
333
H
8
14-3
19
13-10
29
G
17'-2'
20
16'-9'
31
16'-6"
20
16'-1"
31
18'-0'
21
18'-0
31
_2.
7
7
13'-6"
17
C
13'-6"
30
G
16'-3"
18
E
16'-3"—
3
-
15'-6"
16
C
15' 6"
31
G
17'-0"
18
E
1 T-0"
32
G
21'-1
20
E
21'-1
34
H
9'
LL
-7
t
13'-6'
19
13'-1'
30
16'-3"
21
�
15'-6"
20
15'-2"
31
-'i7'-0"
21
17'-0"
31
21'-10'
23
34
10'
12'-9"
17
C
12'-9"
30
15'-4"
18
E
15' 4"
32
G
14'-9"
18
E
14'-9"
32
G
16'-1"
9
E
16'-1"
32
G
20'-9"
20
E
20'-
334
H
10'
6'-10"
12'-9'
20
12'-6'
30
G
15'-4"
-::2-1
15'-1"
32
21
14'-4"
32
-12
16'-1"
21
16'-1"
32
20'-9"
23
20'-2"
�
35
6'-2"
11'
12'-2"
18
C
512':2".
31
G
14'-8"
E
14'-8"
32
G
14'-1"
19
E
14'-1"
32
G
15'x"
19
E
15'-4"
32
G
19'-9"
21
E
19'-9"
O
12'-2'
20
11-10"
30
14'-8"
-11929,
14'-4"
32
14'-1"
21
13'-8"
32
15'-4"
22
15'-4"
32
19'-9"
24
19'-3"
34
r
5'-8'•
11'-8"
18
C
11'-8"
31
G
14'-1"
19
E
14'-1"
32
G
13'-6"
9
E
13'-6"
32
G
14'-9"
19
E
14'-9"
32
H
19'-0"
21
E
19'-0'8'-6"
335
I
12'
12'
20
--11'x'
31
14'-1"
22
13'-9"
32
13'-6"
-19211
21
13'-2"
32
14'-9"
22
14'-9"
33
19'-0"
24
ATTACHED
FREESTANDING
ATTACHED
rFREESTAND/NGS
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
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T
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MAX.COL.
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MAX.POST FTG.
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MAX.POST FTG. MIN.
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MIN,
MAX.POST
MIN.
MAX.POST FTG. MIN. MAX.POST FTG.
MIN.
MAX.POST FTG. MIN.
SPACING
ON SLAB
�3
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
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(IN.)
POST
SPACING
(IN.)
POST
SPACING
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TYPE
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(IN.)
POST
TYPE
g? 3:
(Z) (g)
� I
TYPE
TYPE
TYPE
2 (SPAN)^
_(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
(1)
TYPE
(SPAN)
TYPE
(SPAN)
(1)
(SPAN)
(1)
(SPAN)
(1)
�
13'-7"
5'
pAN)
18'0"
16
B
18(SpPAN)
18'
31)
21(SBAN)
17)
B
1'-8"
33
H
20'-9"
17
g
20'-9"
32
G
22'-8"
F1,8
B
22'-8"
33
H
29'-2"
19
C
29'-22"7'-8"
337
I
5'
O
17 -8
19
17'-0'
31
H
21'-4"
20
20'-7"
34
20' 4"
20
19'-8"
34
H
22--4-
C
21'-6"
35
I
28'-9"
22
K
N
11,-4„
g'
16'-4"
17
g
16'-4"
30
G
19'-9"
18
C
19'-9"
32
G
19'-0"
18
B
19'-0"
32
G
20'-8"
C
20'-8"
32
G
26'-8"
20
E
26'-2,5'-3"
336
I
6'
r'
16'-2"
19
15'-7'
30
19'-7"
21
18'-9"
34
H
18'-8"
20
C
18'-0"
33
H
201-4"
21
19'-8"
34
H
26'-3"
23
K
�
9,_9„
15'-
120
B
15'-14
330
G
18'-4"8'-1"
1
C
18'-4°7'-4"
333
G
17
121
C
17'-16'-8"
333
Cj
19'-18.-10'
121
C
19'-
333
G
24
223
E
24'-
336
H
7,
7,
1'5'-0"
�"
21
H
17'-3"
1'8'-2"
H
24'x"
23.-6"
I
J
8'
14'-3"
18
B
14'-3"
29
17'-2"
19
C
17'-2"
31
G
16'-6"
18
C
16'-6"
30
G
18'-0"
19
C
0"
18'-17--1-7-53-:
31
G
23'-2"
21
E
23'-22'2'-0'
335
H
8'
8'-6"
14 -1'
20
C
13'-6"
29
G
17'-0'
22
16'-3'
32
16'-2"
21
15'-7"
32
17'-8'
22
17'-1'
33
H
22'-9'
24
I
•--,
T-7"
g' '
13'-6"
18
C
13'-6"
30
G
16'-3"
19
E
16'-3"
31-
G '
15'-6"
19
C
15'-6"
31
G
17' -0"
19
E
17'-0"
32
G
21'-1
21
E
21'-1
34
H
9'
�
13'-3"
21
12'-9'
30
16'-0"
22
15'-4"
32
15'-3"
22
14'-8"
32
16'-8"
22
16'-1"
-:121
21'-6"
24
20'-8"
34
I
6'-10"
10
12'-9"
18
C
12'-9"
30
G
15'-4"
19
E
15'-4"'
32
G
14'-9"
19
E
14'-9"
31
G
16'-1"
20
E
16'-1"
32
G
20'-9"
21
E
20'-9"
34
H
,
10
�
12'-7"
-12 1
12'-1'
30
15'-2"
22
14'-7"
31
14'-6"
22
14'-0"
31
15'-10'
23
15'-3"
32
20'-4"
25
19'-8"
34
,8'-9"
334
6'-2"
11'
12'-2"
19
C
12'-2"
31
G
14'-8"
20
E
14'-8"
32
G
14'-1"
19
E
14'-1"
32
G
15'-4"
20
E
15'-4"
32
G
19'-9"
22
E
19'-9
O
12'-0"
21
11'-7"
30
14'-6"
23
14'-0"
32
13'-10
23
13'-4"
31
15'-2"
23
14'-7"
32
H
25
r
5,_8,.
11'-8"1'-6"
122
C
11'-811-1'
331
G
14'-13.-10'
223
E
14'-113'-4"
332
G
13'-63'-3"
223
E
13'-6"2,-9"
332
G
14'-94'-6"
223
E
332
H
19'-0"8'-8"
22
E
19'-0"8.-0"
35
I
12'
12,
H
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
FTG.
MIN.
MAX.POST
MIN.MAX.POST
FTG.MIN.MAX.POST
FTG.MIN.~SPACING
2
MAX.COL.
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SLAB
nQON
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POST
SPACING
(IN.)
POST
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(IN.)
POST
SPACING
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POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST
SPACING
SPACING
POST
SPACING
(IN.)
POST
SPACING
(IN.)
POST(2)(3)
0
�(SPAN)TYPE
(SPAN)
(1)TYPE
(SPAN)
(1)TYPE
(SPAN)TYPE
(SPAN)TYPE
(SPAN)
(1)TYPE
(SPAN)
(SPAN)
TYPE
(SPAN)
(1)TYPE
(SPAN)
(1)TYPE13'-7"5'18'-0"17B17'-8"33G21'-8"19B2134H20'-9"18g20'-4"32H22'-8"22'-4"I29'2"20C28'-9"37K5'
jFTG,.MAX.POST
j34
O17
-3'2016'
-6'34H20'
-102120'
-0"36K20'
-0"2119'-134I21'-10"
20'-10'
K
28'-2"
23
E
6'-10'
39
c"%
11
g'
16'4"
18
B
16'-2"
32
G
19'-9"
19
C
19'-7"
33
H
19'-0"
19
B
18'-8"
32
H
20'-8"
19
C
20'-4"
H
26' 8"
21
E
26'-
A24--4
338
K
6-
r
-4"
15 -10"
20
15'-1'
33
H
19'-1"
22
18'-3"
35
I
18'-3"
21
I
20'-0"
22
19'-1"
36
I
25'-9"
24
24'-7-
-7"
r
�
9,_9„
7,
15'-214.-8'
121
B
15'-0'4.-0"
333
G
187'-8"
222
C
18'-16'-10'
334
H
17'-17'-0"
122
C
17'-;'6-2"
333
G
19
223
C
18'-117.-8"
335
H
225
E
24' 22'-9"
337
I
7,
E
E
34
H
10'
�
12'_3'
22
14'-10'
H
18'-6"
14'-2"
33
H
14'-2"
124
23'-10'
13'-7"
31
15'-7"
K
14-10'
33
J
8'-6"
8
14'-3"
19
B
14'-1'3
31
G
17'-2"
20
C
17'-0"
32
G
16'-6"
20
C
16'-2"
30
G
18'-0"
20
C
17'-8"
33
G
23'-2"
22
E
22'-9"
35
I
,
8
13'-9"
21
C
1'-1"
32
11'
16'-7'
23
C
15'-10'
_73
H
5'-10"
22
E
15'-2"
32
H
17' 4'
23
E
16'-7'
34
H
22'-3'
25
E
21'-3'
37
K
E19'6"8'-2"33511'-9'2311'-3"
J
7'-7"
g'
13'-6"
19
C
13'-3"
30
G
16'-3"
21
E
16'-0"
32
G
15'-6"
20
C
15'-3"
31
G
17'-0"
21
E
16'-8"
32
11
E
21'-20-1„
336
H
9'
13'-0'
22
12' 4'
32
-61p,
15'-8"
23
15'-0"
33
H
15'-0"
23
14'-3"
32
H
16'-4"
24
15'-7"
34
E
K
335
I
12'
12'-9"
20
12'-7"
30
15' 4"
21
15'-2"
32
G
14'-9"
21
14' 6"
31
16'-1"
21
15'-1
32
20'-4"
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10'
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G
E
E
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E
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34
H
10'
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12'_3'
22
14'-10'
24
14'-2"
33
H
14'-2"
23
13'-7"
31
15'-7"
24
14-10'
33
6
19'-1"
36
(
6'-2"
11'
12'-2"
20
C
12'-0"
31
G
14'-8"
21
E
32
H
14'-1"
21
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3'-10"
32
G14'-10"2414'-2"33
15'-d"
22
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15'-2"
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3'-732
G
13'-7"
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71
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18'-8"7'-6"
335
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