Beach Ave 1089 CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH FL 32233
C E R T I F I C A T E O F O C C U P A N C Y
P E R M A N E N T
Issue Date . . . . . . 9/10/04
Parcel Number . . . 170927-0000-2 -
Property Address 860 BEGONIA ST
ATLANTIC BEACH FL 32233
Subdivision Name . . .
Legal Description . . .
Property Zoning . . TO BE UPDATED
Owner . . . . . . . . . MAYPORT DEVELOPMENT
Contractor . . . . . . H,H, & A CONSTRUCTION
904 241-4619
Application number 03-00026720 000 000
Description of Work SINGLE FAMILY RESIDENCE
Construction type . . .
Occupancy type . . . .
Flood Zone . . . . . .
Approved . . . . . . .
Building Official
VOID UNLESS SIGNED BY BUILDING OFFICIAL
ALLOWABLE SPANS FOR CARRIER BEAM W/SOLID &SCREEN ROOF
SOLID ROOF SPAN=8'-0" : EXP B : UP TO 150 M.P.H.
SCREEN ROOF SPAN 20'-0" 24'-0" 28'-0" 32'-0" 36'.0" 419-0-
SELF-MATING
0'-0"SELF-MATING BEAM
2 x 6 x 0.050 x 0,120 11'-2" 10'-10" 10'-4" 9'-11" 9'-6' 9'-2"
2x7x0.055x0.120 12'-9" 12'-3" 11'-8" 11'-2" 10'-9" 10'-4-
2 x 8 x 0.072 x 0.224
0'-4"2x8x0.072x0.224 16-9" 16'-2' 15'-8" 15'-3" 1 14'-10" 14'-6"
0" 2 x 9 x 0.072 x 0.224 18'-5" 1T-9" 1T-2" 16'-8 16'-3' 15'-9'
9" 2 x 9 x 0.082 x 0,310 20'-0" 19'-4" 18'-8" 18'-2' 17'-8" 17'-3'
4" 2 x 10 x 0,092 x 0,369 22'-11" 22'-2" 21'-5" 20'-10" 29-3- 1 19'-
SOLID
9'-SOLID ROOF SPAN=12'-0" : EXP B : UP TO 150 M.P.H.
SELF-MATING BEAM
1" 2x6x0A50x0,120 10'-4" 9-11" 9'-6" 9'-2" 8'-10" 81-7-
2 x 7 x 0.055 x 0.120
'-7"2x7x0.055x0.120 11'-8' 11'-2" 10'-9" 10'-4' 10'-0" 9'-8`
2 x 8 x 0.072 x 0.224 15'-8" 1 15'-3" 14'-10" 14'-6" 14'-1' 13'-T
2 x 9 x 0.072 x 0.224 1T-2"t210'.
6'-8" 16'-3" 15'-9" 15'-2" 14'-9"
' 2x9x0.082x0.310E21-
-8" 8'-2" 1T-8" 1T-3" 16'-10' 16'-6"
2 x 10 x 0.092 x 0.369 -5` 10" 20'-3" 19'
SOLID ROOF SPAN=16'-0" : EXP B : UP TO 150 M.P.H.
SELF-MATING BEAM
2 x 6 x 0.050 x 0.120 9'-6" 9'-2" 8'-10" 8'-7" 8'-4" 8'-1"
2 x 7 x 0.055 x 0.120 10'-9" 10'-4" 10'-0" 9'-8" 9-4" 9-1"
2 x 8 x 0.072 x 0.224 14'-10" 14'-6" 14'-1" 13'-T 13'-2' 12'-10"
2 x 9 x 0.072 x 0.224 16'-3" 15'-9" 15'-2" 14'-9" 14'-3' 13'-10"
2x9x0.082x0.310 17'-8" 17'-3" 16'-10" 16'-6" 16'-2" 15'-9"
2x10x0.092x0.369 20'-3" 19'-9" 19'-4" -2"
NOTE:ALUMINUM BEAM ALLOY SHALL BE 6063.76 WITH MINIMUM BENDING STRENGTH OF 15,000 PSI.
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PATIO/POOL SCREEN ENCLOSURES
DRAWING 5 OF 5
REVISIONS W
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DRAWING EFFECTIVE 1 JANUARY 2005
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CERTIFICATION EXTENDS ONLY FOR THE SPAN TABLE"P C IED AOR STRUCR9 SHAPES LISTED.
ALLOWABLE SPANS FOR SCREEN ENCLOSURE GABLE; HIP AND HALF MANSARD ROOF BEAMS- <= 150 M.P.H.
BEAM SPACING 4'-0" 5'-0" 6'-0" T-0" 8'-0'
SELF-MATING BEAMS
_
2 x 4 x 0.044 x 0.100 18'-11" 16'-11" 15'-11" 15'-2" 14'-1"
2 x 5 x 0.050 x 0.100 22'-3" 20'-10' 19'-3" 17'-T 16'-6'
2 x 6 x 0.050 x 0.120 26'-9" 1 23'-11" 21'-9" 20'-2" 18'-10"
2 x 7 x 0.055 x 0.120 31'-4" 28'-0" 25'-10" 24'-2" 22:6-
2 x 8 x 0.072 x 0.224
2-6"2x8x0.072x0.224 42'-4" 3T-11" 34'-6" 31'-11" 29-11"
2 x 9 x 0.072 x 0,224 45'-10' 40'-11" 37'-4" 34'-7" 32'-5" NOTE:ALUMINUM BEAM ALLOY SHALL BE 6063•T6.PURLINS,ANGLES AND CHANNELS ALLOY
2 x 9 x 0.082 x 0.310 52'-0" 46'-6" 42'-5" 39'-3" 36-9' SHALL BE 6063-T5. MIN BENDING STRESS=15,000 P.S.I.MIN THICKNESS=o.o4o INCHES.
2 x 10 x 0.092 x 0.369 55'-0" 54'-2" 49'-4' 45'-8" 42'-9"
SNAP EXTRUSIONS
2 x 2 x 0.044 x 0.044 10'-1" 9'-5" 8'-10" 8'-5" 8'-("
2 x 3 x 0.045 x 0.045 13'-11" 12'-11" 1 11--11" 11'-1' 10'-4"
NOTE:SUPPORTING POST SHALL BE IDENTICAL TO THE BEAM SIZE OR ONE SIZE SMALLER TO ACHIEVE THE ADDITIONAL SPAN LENGTH.
_ALLOWABLE SPANS FOR SCREEN ENCLOSURE DOME AND FULL MANSARD ROOF BEAMS-< = 150 M.P.H.
(SELF-MATING BEAMS
I 2x4x0.044x0.100 20'-8 18'-6" 17'-4" 16-7" 15'-4'
2 x 5 x 0.050 x 0.100 24'-3" 22'-9" 21'-0" 19'-2" 18'-("
2 x 6 x 0.050 x 0.120 29'-2" 26'-1' 23'-9" 22'-0" 20'-7"
_ 2x7x0.055x0.120 34'-2" 1 30'-7' 28'-2" 26'-4" 24'-T
2 x 8 x 0.072 x 0.224 46'-2" 41'-4' 3T-8" 34'-10" 32'-8"
2 x 9 x 0.072 x 0.224 50'-0' 44'-8" 40'-9" 37'-9" 35'-4' NOTE:ALUMINUM BEAM ALLAY SHALL BE 6063-T6.PURLINS,ANGLES AND CHANNELS ALLOY
s
2 x 9 x 0.062 x 0.310 56'-9" 601-9- 461-3" 42 -10" 401-10 SHALL BE 6063•T5. MIN BENDING STRESS=15,000 P.S.I.MIN THICKNESS=0.040 INCHES.
2 x 10 x 0.092 x 0.369 60'-0" 59'-1" 53'-10" 49'-10" 46'-8"
)SNAP EXTRUSIONS
2 x 2 x 0.044 x 0.044 10'-1" 9'-5" 8'-10" 8'-5" 8'-0"
2 x 3 x 0.045 x 0.045 13'-11' 12'-11" 11'-11" 11'-1" 10'-4"
NOTE:SUPPORTING POST SHALL BE IDENTICAL TO THE BEAM SIZE OR ONE SIZE SMALLER TO ACHIEVE THE ADDITIONAL SPAN LENGTH.
R/TRANSOM WALL DETAIL
�--SELF-MATING BEAM
SLOPED OR FIAT
2x2l I X2 COMPOSITE
p SHAPE TOP AND BOTTOM
O
p
O
o
0SSUPPORT HDSTBTRUCTURE PATIO/POOL SCREEN ENCLOSURES
NECTON PER TABLE,
DRAWING 4 OF 5
r-0'MAX HEMT) REVISIONS
TRAP LOCATION
3ERGUTTER.
THERCONDITIONS DRAWING EFFECTIVE 1 JANUARY 1005
'OST BASED ON
OR BEAM SIZE. + £ -
k
ERUGSCREW
T FPJA41NG AT O SUPER '
JO GUTTER q,
H 1t103CREWS AT p
Eli.
PRESSURE TREATED -
JING CHANNEL BLOCKING AT EACH W x h
tt 0 SCREWS AT STRAP LOCATION
CENTER INTO POST _
UPER 21TTER.
CERTIFICATION EXTENDS ONLY FOR THE SPAN TABLES SPECIFIED FORTHE STRUCTURAL SHAPES?
ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 120 M.P.H.
POST SPACING 4'-0" 5'-0" 6'-0" T-0" 8'-0"
_ EXPOSURE CATEGORY B C 8 C B C B C 8 C
SELF-MATING BEAMS
2 x 4 x 0.044 x 0.100 14'-7" 12'-6" 1 13'-0" 11'-2" 11'-11" 10'-2' 11'-0" 9'-5" 10'-3" 8'-10"
2 x 5 x 0.050 x 0.100 17'-1" 14'-8" 15'-4" 13'-1" 13'-11" 12'-0" 17-11" 11'-1" 12'-1" 10'-4"
2 x 6 x 0.050 x 0.120 20'-6" 17'-7" 18'-4" 15'-9" 16'-9" 14'-5" 15'-6' 13'-4" 14'-6" 17-5"
2 x 7 x 0.055 x 0.120 23'-2" 19'-10" 20'-8" 17'-9" 18'-11" 16'-3" 17'-6" 15'-0" 16'-4" 14'-0"
2 x 8 x 0.072 x 0.224 32'-7" 27'-8" 29'-1" 25'-0" 26'-7" 22'-10" 24'-7" 21'-1" 23'-0" 19'-9'
2 x 9 x 0.072 x 0.224 35'-3" 30'-3" 31'-6" 1 27'-0" 28'-9" 24'-8" 26'-7" 22'-10" 24'-11" 21'-4'
2 x 9 x 0.082 x 0.310 40'-0" 32'-11" . 35'-9" 30'-7" 32'-8" 28'-0" 30'-2" 25'-11" 28'-3" 24'-3"
2 x 10 x 0.092 x 0.369 46'-3" 37'-9" 41'-T 35'-1" 38'-0" 32'-7" 35'-2" 30'-2" 32'-11" 28'-3"
SNAP EXTRUSIONS
2 x 2 x 0.044 x 0.044 T-10" 1 6'-4" T-3" 5'-11" 6'-10" 5'-6" 6'-6" 5'-3" 6'-2" 5'-0"
2x3x0.045x0,045 10'-9" 1 8'-9" 9'-11" 8'-1" 9'-4" 7'-7" 8'-11" 1 T-3" 8'-6' 6-11-
ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 140 M.P.H.
SELF-MATING BEAMS
2 x 4 x 0.044 x 0.100 13'-T 11'-4" 17-2" 10'-2" 11'-1" 9'-3" 10'-3" 8'-7" 9'-T 8'-0"
2 x 5 x 0.050 x 0.100 16'-0" 13'-4' 14'-4" 11'-11' 13'-1" 10'-11" 12'-1" 10'-1" 11'-4" 9'-5"
2 x 6 x 0.050 x 0.120 19-2" 16'-0' 17'-2" 14'-4" 15'-8" 13'-1" 14'-6" 12'-1" 13'-7" 11'-4"
2 x 7 x 0.055 x 0.120 21'-8" 18'-1" 19'-4" 16'-2" 17'-8" 14'-9" 16'-4" 13'-8" 15'-4" 12'-9"
2x8x0.072x0.224 30'-5" 25'-5" 2T-3" 22'-9" 24'-10" 20'-9" 23'-0" 19'-2" 21'-6" 17'-11'
2 x 9 x 0.072 x 0.224 37-11" 27'-6" 29'-6" 24'-7" 26'-11" 22'-5" 24'-11" 20'-9" 23'-3" 19-5"
2 x 9 x 0.082 x 0.310 37'-5" 31'-2" 33'-5" 2T-11" 30'-6" 25'-5" 28'-3" 23'-7" 26'-5" 22'-0"
2 x 10 x 0.092 x 0.369 43'-6" 36'-3" 38'-11" 32'-5" 35'-6" 29-7" 32'-11" 2T-5" 30'-9' 25'-8"
SNAP EXTRUSIONS
2x2x0.044x0.044 8'-4" T-5" T-9" 1 6'-8" 7'-3" 6'-1' 6'-9" 5'-7" 6'-3" 5'-3"
_
2 x 3 x 0.045 x 0.045 11'-6" 9'-8" 10'-4" 1 8'-T 9'-5" T-10" 8'-9" T-3" 8'-2" 6'-10"
NOTE:ALUMINUM BEAM ALLOY SHALL BE 6063-T5.PURLINS,ANGLES AND CHANNELS ALLOY
SHALL BE 6063.75.MIN BENDING STRESS s 15,000 P.S.I.MIN THICKNESS-0.040 INCHES.
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PATIO/POOL SCREEN ENCLOSURES
DRAWING 3 OF 5
REVISIONS
DRAWING EFFECTIVE 1 JANUARY 2005 w
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CERTIFICATION EXTENDS ONLY FOR THE SPAN TABLES SPECIFIED FOR TFIE S4RtIC R i 1;F1APES tlS1ED•
1YPICAL BRACING SCHEMATIC DETAILS FOR FULL MANSARD ROOF AND HALF MANSARD ROOF SCREEN ENCLOSURES I
*!OOA-
ST STRUCTURE
ACHMENT(TYPICAL) ROOF PLAN ROOF PLAN ROOF PLAN ROOF PLAN
VIEW VIEW VIEW VIEW
ROOF PLAN P
gig
- 0mPC
2 x 2 BRACE Ittl L!d_u_LjN
3(TYPICAL) ; END WALL y 0 w w
W ELEVATION ENO WALL
END WALL {AIR RAIL w ELEVATION END WALL
ELEVATION POST 2 x 2 BRACE ELEVATION
(TYPICAL)
FOUNDATION END WALL
KCAL) NOTE:2 x 2 SCREEN CHANNEL IS ACCEPTABLE TO FRAME DOOR JAMBS. ELEVATION
ADD(1)K-BRACE OR(1)PAIR OF CABLES FOR EACH 300 SQUARE FEET OF SURFACE AREA.
TYPICAL BRACING SCHEMATIC DETAIL TYPICAL BRACING SCHEMATIC DETAILS FOR HIP ROOF SCREEN ENCLOSURES
FOR L-SHAPED HOST STRUCTURE HOST STRUCTURE
HOST STRUCTURE ATTACHMENT(TYPICAL)
ATTACHMENT(TYPICAL)
ROOF PLAN GIRDER ROOF PUN ROOF PLAN
VEW
VIEW BEAM VIEW i 3
ROOF PLAN �
VIEW }I(� 0�'�p 31:� <� 2 x 2 BRACE
w
, END WALL El 2 x 2 BRACE
END WALL END WALL ""R RAIL ELEVATION
ELEVATION ELEVATION POST END WALL
FOUNDATION 2 x 2 BRACE ELEVATION
(TYPICAL) FOUNDATION (TYPICAL)
(TYPICAL)
NOTE:WALL BRACING REQUIRED WHEN SCREEN ENCLOSURE NOTE:2 x 2 SCREEN CHANNEL IS ACCEPTABLE TO FRAME DOORJAMBS.
EXTENDS MORE THAN 18'-0'FROM THE HOST STRUCTURE. ADD(1)K-BRACE OR(1)PAIR OF CABLES FOR EACH 300 SQUARE FEET OF SURFACE AREA.
ALLOWABLE SPANS FOR SCREEN ENCLOSURE FLAT ROOF BEAMS WITH WIND SPEED UP TO 150 M.P.H.
BEAM SPACING 4'-0" 5'-0" 6'-0" 7'-0" 8'-0"
NOTE:ALUMINUM BEAM ALLOY SHALL BE 6063.76.PURLINS,ANGLES AND CHANNELS
SELF-MATING BEAMS ALLOY SHALL BE 6063-T5.MINIMUM BENDING STRESS=15,000 PSI.
2 x 4 x 0.044 x 0.100 1 T-3" 15'-5" 14'-6" 13'-10" 12'-10" MINIMUM THICKNESS=0.040 INCHES.
2 x 5 x 0.050 x 0.100 20'-3" 19'-0" 1T-6" 16'-0" 15'-0"
2 x 6 x 0.050 x 0.120 -24'-4" 1 21'-9" 19'-10" 18'-4" 1 17'-2"
2 x 7 x 0,055 x 0.120 28'-6- 1 25'-6" 23'-6- 22'-0" 20'-6" TYPICAL ALLOWABLE SPAN INCREASES
2 x 8 x 0.072 x 0.224 38'-6" 34'-6" 31'-5" 29'-1" 2T-3" PERMITTED FOR SELF-MATING BEAMS
2 x 9 x 0.072 x 0.224 41'-8" 3T-3" 34'-0" 31'-6" 29'-6"
2 x 9 x 0.082 x 0.310 470.4% 42'-4" 38'-r 35'-9" 33'-5" ELEVATION j I J�„1
2 x 10 x 0,092 x 0.369 50'-0' 49.3' 44'-1 IN 41'-7" 38'-11* sPAN PAN x 1.1 SPAN x t.2
NOTE:SEE DRAWING 4 FOR ALLOWABLE SPANS PER ROOF TYPE
SNAP EXTRUSIONS
2 x 2 x 0,044 x 0.044 10'-1" 9'-5" 8'-10" 8'-5" 8'-0"
2 x 3 x 0.045 x 0.045 13'-11" 12'-11" 11'-11" 11'-1" 10'-4"
TYPICAL SELF-MATING BEAM SIDE PLATE CONNECTION DETAIL PATIO/POOL SCREEN ENCLOSURES
SELF-MATING BEAMz
NOT SHOWN (1)06 BMW AT DRAWING 2 OF 5
eOT°TOM TOP AND REVISIONS
O 0 00 000 DRAWING EFFECTIVE 1 JANUARY 2005
0
ALUMINUM PLATE
0.125'THICK BOTH `9
SIDES WfTH a : `; �
(9)1/4'x 718'SCREWS
INTO EACH MEMBER
-
BEING SPLICED.
NOTE:DETAIL APPLIES TO GABLE,HIP,DOME,AND MANSARD CONNECTIONS.PLATE MAYBE
INTERNAL OR EXTERNAL.USE 0.125'THICK PLATE AND(12)114'SCREWS FOR 2x 9.USE 025
THICK PLATE AND(16)114'SCREWS FOR 2 x 10. o
CERTIFICATION EXTENDS ONLY FOR THE SPAN TABLES SPECIFIED FOR THE STRUGFORAL ?ES LISTED-
JDt"TAIL TYPICAL SUPER GUTTER ATTACHMENT SCHEMATIC PLAN AND DETAIL
HOST STRUCTURE
STRAP
r-ATTACH INTERNALLY WITH(4) LOCATION T WIDE STRAP PER 114'DIAMETER x 3'LAG
/ 1M10 x Y SCREWS INTO HOST STRUCTURE SCHEMATIC PLAN SCREWS AT 12'O.C.AND
SCREW GROOVES. 2 x 2 x 0.125 ANGLE (3)AT EACH STRAP
/ WITH(4)/HO SCREWS (PRE-DRILL)
-!(- INTO BEAM AND 2 x 2
BOTH SIDES OF BEAM.
NNNANIt
SELF-MATING BEAM
SLOPED OR FLAT O
I\ 1 x 2 ALONG SUPER GUTTER O
_BEAM BEAM SPACING EQUAL AL WITH(2)N10 SCREWS AT
PER
STRAP SPACING SHALL. EACH END ATTACHED O GUTTER
_-_.. _. . --.-----------.---------------_---—___BE.12 THE BEAM SPACING_BEAM. ._. --INTERNALLY FROM
----
RECEIVING CHANNEL WITH(6) 0
#10 SCREWS INTERNAL AND(6) PRESSURE TREATED
#10 SCREWS EXTERNAL STOCKING AT EACH
STRAP LOCATION
NOTE:SEAL GUTTER WALL AT ALL CONNECTION PONT$.
it GENERAL NOTES AND DESIGN CRITERIA:
t 1.A SCREEN ENCLOSURE IS DESIGNED TO BE ATTACHED TO A PERMANENT BASE HOST STRUCTURE OF ADEQUATE STRUCTURAL.CAPACITY.
2,THE HOMEOWNER/CONTRACTOR SHALL VERIFY THAT THE BASE HOST STRUCTURE IS IN GOOD CONDITION AND OF SUFFICIENT STRENGTH TO SUPPORT THE PROPOSEO AUDITION BY HIRING A QUALIFIED PROFESSIONAL
3.THE HOMEOWNER/CONTRACTOR SHALL HIRE A QUALIFIED PROFESSIONAL TO VERIFY THE CAPACITY OF THE TYPICAL DETAILS.
4.SITE SPECIFIC ENGINEERING IS REQUIRED FOR STRUCTURES GREATER THAN THIRTY FEET,ROOF SPANS GREATER THAN FIFTY FEET,ANDIOR CONDITIONS NOT COVERED BY THE SPAN TABLES.
5.THE 2004 FLORIDA BUILDING CODE IS THE BASIS OF DESIGN.WIND LOADING FOR THE SPAN TABLES IS PER CHAPTER 20,TABLE 2002.4.
JS.MAXIMUM PURLIN SPACING IS T-B'.FOR SPANS GREATER THAN 39'-0'.INTERNA.LATERAL BRACING IS REQUIRED FOR STABILITY.
7.MEAN ROOF HEIGHT SHALL BE LESS THAN OR EQUAL TO 30 FEET.THE RIDGE OF THE SCREEN ENCLOSURE SHALL NOT EXCEED THE RIDGE HEIGHT OF THE BASE HOST STRUCTURE.
5 I 8.THE EXPOSURE CATEGORY IS PER SITE LOCATION-C FOR STRUCTURES ALONG THE COAST AND BFOR ALL OTHERS.
9.THE BASIC WIND SPEED ISIESS THAN OR EQUAL TO 150 M.P.H.THE IMPORTANCE FACTOR IS EQUAL TO 0.77.
L). I 10.THE SPANS ARE BASED ON AN OPEN.BUILDING ENCLOSURECLASSIFICATION.
11.THE TYPICAL DETAILS SHOWN ARE INDICATIVE OF A STANDARD INSTALLATION,THE ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THESE TYPICAL DETAILS.
CR 12.CERTIFICATION EXTENDS ONLY FOR THE TABULATED SPANS OF THE STRUCTURAL SHAPES LISTED.THE ENGINEER OF RECORD SHALL VERIFY ALL OTHER DETAILS INCLUDING OVERALL STABILITY.
13. INTERPOLATION BETWEEN LISTED MEMBER SPACING IS PERMITTED.EXTRAPOLATION BEYOND THE TABULATED SPACING LS PROHIBITED,
I 14.FOR GABLE,HIP AND HALF MANSARD ROOFS.AN INCREASE OF 110%is PERMITTED FOR THE SELF-MATING BEAM TABULATED FLAT ROOF BEAM SPANS.VERIFY MINIMUM POST SIZE ADEQUACY.
,15.FOR DOME AND FULL MANSARD ROOFS,AN INCREASE OF 20%IS PERMITTED FOR THE SELF-MATING BEAM TABULATED FLAT ROOF BEAM SPANS.VERIFY MINIMUM POST SIZE ADEQUACY.
16.SPLICES OF SELF-MATING BEAMS ARE ALLOWED BETWEEN THE 1/4 TO 113 OF THE BEAM SPAN AND SHALL BE STAGGERED EACH SIDE OF THE BEAM.
i ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 150 M.P.H.
POST SPACING 4'-0" 5'-0" 6'-0" T-0" 8'-0'
EXPOSURE CATEGORY B C B C B C B C B C
SELF-MATING BEAMS
2x4x0.044x0.100. .12'-10" 10'-8" 11'-'6', 9'-6 10'-6" 81-8" 91-8" 81-1" 91-1" 7' 6' '
2 x 5 x 0.050 x 0,100 151-1" 12'-6" 13'-6" 11'-3" 12'-4 10'-3' 11'-5' 9'-6" 101-8" 8'-10'
I2x6x0.050x0.120 181-1 15'-1" 16-2 13'-6" 14'-9" ' 12'-3 13'-8" 111.4" 17-9" _10'-8"
2 x 7 x 0.055 x 0.120 20'-5. 17'-0" 18'-3" 15'-2" 16'-8 13'-10 15'-5N 12'-10" 14'-5 12'-0'
2x8x0.072x0,224 28'-9" 23'-11' 25'-8" 2174" 23'-5" 19'-6" 21'-8" 18'-1 20'-3" 16'-10" $
2x9x0.072x0.224 30'-0' 25'-10" 27'-9" 23'-1" 25'-4" 21'-1" 23'-6" 19'-6" 21'-11' 18'-3'
2 x 9 x 0.082 x 0.310. 30'-0' 29'-4" 30'-0" 26'-3' 28'-9 23'-11 26'-8' 22'-2' 24'=11' 20'-9'.
1 N 1 N 1 N ■ 1 N 1 N I N - I N 1 1
2 x 10 x 0:092 x 0.369 30'-0 30'-0 30 -0 .30'-0 30 -ON. 27 -10 30'-0 25'-9 29'-0" 241-11
I SNAP EXTRUSIONS
2 x 2 x 0.044 x 0.044 1 8'-0" 7'-0" T-5" 6'-3" 6'-10 5'-8 6'-4" 5'-3" 5'-11" 4'-115
1 N N N N N N 1 N
2 x 3 x 0.045 x 0.045 10 -11 9 -1 9 -9 8 -1 8'-11 T-5 8'-3 6'-10 T-8 6-5
NOTE:SEE DRAWING 3 OF 4 FOR ALLOWABLE POST SPANS FOR OTHER WIND REGIONS.
PROJECT ADDRESS: PATIO/POOL SCREEN ENCLOSURES
7 f �/l�/L� �..J/� DRAWING 1 OF 5
REVISIONS
iCOUNTY: �,9L DRAWING EFFECTIVE IJANUARY 2005 .
PERMIT NUMBER:
I � PROJECT DESCRIPTION:
OCCUPANCY/USE TYPE: SINGLE FAMILY
❑ MULTI-FAMILY ❑ INDUSTRIAL
❑ COMMERCIAL ❑ OTHER:
CERTIFICATION EXTENDS ONLY FOR THE SPAN TABLES SPECIFIED FOR THE STRUCTURAL SHAPES LISTU
EALLOWABLE SPANS FOR SCREEN ENCLOSURE CARRIER BEAMS-<= 150 M.P.H.
TRIBUTARY LOAD WIDTH 10'-0" 14'-0" 18'-0" 22'-0" 26'-0" 30'-0" 34'-0" 38'-0" 42'-0" 46'-0" 50'-0
SELF-MATING BEAMS
2 x 4 x 0.044 x 0.100 10'-10" 9'-2" 8'-1" T-4" 6'-9" 6'-3" 5'-11" 5'-7" 5'-3" 5'-1' 4'-1(
2 x 5 x 0.060 x 0.100 12-9" 10'-10" 9'-6' 8'-7' T-11" T-4" 6'-11" 6'-6" 6'-3" 5'-11" 5'-8
2 x 6 x 0.050 x 0.120 15'-4" 13'-0" 11'-5" 10'-4" 9'-6" 8'-10" 8'-4" T-10" 7'-6" T-2" 6'-1i
2 x 7 x 0.055 x 0.120 1T-4" 14'-8" 12'-11" 11'-8" 10'-9" 10'-0" 9'-4" 8'-10" 8'-5" 8'-1" T-9
2 x 8 x 0.072 x 0.224 23'-4" 20'-7" 18'-2' 16'-5" 15'-1" 14'-1" 13'-2" 12'-6" 11'-10" 11'-4' 10'-1
2 x 9 x 0.072 x 0.224 25'-7" 22'-3" 19'-8" 1T-9" 16'-4" 15'-2" 14'-3" 13'-6" 12'-10" 12'-3' 11'-!
2 x 9 x 0.082 x 0.310 27'-10" 24'-11" 22'-3" 20'-2" 18'-6" 1T-3" 16'-2" 15'-4" 14'-7" 13'-11" 13'
2 x 10 x 0,092 x 0.369 31'-11" 28'-6" 25'-11" 23'-5' 21'-7" 20'-1" 18'-10" 17'-10" 16'-11" 18'-2" 15'-1
DOUBLE SELF-MATING BEAMS
2x7x0.055x0.120 22-5" 20'-1" 18'-3" 16'-6" 15'-2" 14'-2" 13'-3" 12'-7" 11'-11' 11'-5" 10'-1
2 x 8 x 0.072 x 0.224 29-5" 26-4" 24'-2" 22'-8" 21'-5" 19'-11" 18'-8" 1T-8" 16'-10" 16'-1" 15'-8
2x9x0.072x0.224 32'-3" 28'-10" 26'-6' 24'-10" 23'-1" 21'-6" 20'-2" 19'-1" 18'-2" 17'-4" 16'-8
2 x 9 x 0.082 x 0.310 35'-1" 31'-5' 28'-10" 27'-0" 25'-6" 24'-4" 22'-11" 21'-8" 20'-7" 19'-8" 18'-11
2 x 10 x 0.092 x 0.369 40'-3" 36'-0" 33'-1" 30'-11" 29'-3" 27'-11" 1 26'-8" 1 25'-3" 24'-0" 22'-11" 22'-0'
NOTE:ALUMINUM BEAM ALLOY SHALL BE&*3•TS WITH MINIMUM BENDING STRENGTH OF 15,000 PSI.
ALLOWABLE SPANS FOR 3" COMPOSITE ROOF PANELS ALLOWABLE SPANS FOR 3" RIB RISER
SHELL METAL THICKNESS 0.024" 0.032" 12" WIDE PANELS
EXPOSURE CATEGORY B C B C METAL THICKNESS 0.024"
WIND SPEED M.P.H. EXPOSURE CATEGORY B C
100 15'-8" 14'-9" IT-3- 16'-3" WIND SPEED M.P.H.
110 15'-2" 13'-8 16'-9" 15'-1" 100 9'-10" 9'-3"
120 14'-4" 12'-10" 15'-10" 14'-2" 110 9'-6" 8'-7"
130 13'-8" 12-3" 15'-1" 13'-6" 120 9'-0" 1 8'-1"
140 13'-1" 11'-8" 14'-5" 12-10" 130 8'-7" 7'-8"
150 12'-5" 11'-1" 13'-8" 12'-3' 140 8'-3" T-4"
ALLOWABLE SPANS FOR 4" COMPOSITE ROOF PANELS 150 METAL THICKNESS 7 0.0308 -11
"
100 19'-0" 17'-10" 20'-11" 19'-8" 100 10'-7' 9'-11"
110 18'-5" 16'-7" 20'-3" 18'-3" 110 10'-30" 9'-3"
120 1T-5" 15'-7" 19'-2" 1T-2" 120 9'•8 8'-8"
130 16'-7" 14'-10" 18'-3" 16'-4"
140 15'-11" 1 14'-2" 1 17'-6" 130 9'-3" 8'-3"
15'-7" 140 8'- 3' T- 3'
150 15'-1" 13'-6" 16'-7" 14'-10" 150 8"-5" 7'-8"
ALLOWABLE SPANS FOR 5" COMPOSITE ROOF PANELS METAL THICKNESS 0.050"
100 22'-1" 20'-9" 24'-3" 22'-10" 100 12'-6" 11'-9"
110 21'-4" 19'-3" 23'-6" 21'-2" 110 12'-1' 10'-11"
120 20'-2" 18'-1" 22'-3" 19'-11" 120 11'-5" 10'-T'
130 19'-3" 17'-2" 21'-2" 18'-11" 130 10'-11" 9-9"
140 18'-6" 16'-5" 20'-4" 18'-1" 140 10'-6" 9'-4"
150 1T-6" 1 15'-8" 1 19'-3" 1 17'-2" 1 150 9'-11' 1 8'-10"
NOTE:ALUMINUM ALLOY 3105-1-114 OR-1-125 WITH MINIMUM TENSILE BENDING STRENGTH OF 18,000 PSI, NOTE:ALUMINUM ALLOY 3105-H28 WITH MINIMUM TENSILE BENDING
INSUUTION DENSITY=1 PCF. STRENGTH OF 28,000 PSI.
L�
ALTERNATE TYPICAL SUPER GUTTER ATTACHMENT SCHEMATIC PLAN AND DETAIL HOST STRUCTURE i
STRAP 3'WIDE STRAP PER 1/4'DIAMETER x 3'LAG
HOST STRUCTURE LOCATION $CHEMATIC PLAN SCREWS AT 17 O.C.AND
2 x 2 x 0.125 ANGLE (3)AT EACH STRAP
WITH(4)#10 SCREWS (PRE-DRILL)
INTO BEAM AND 2 x 2
80TH SIDES OF BEAM.
SELF-MATING BEAM
SLOPED OR FLAT O
1 x 2 ALONG SUPER GUFTER O
BEAM SPACING WITH(2)#10 SCREWS AT
STRAP SPACING SHALL EACH END ATTACHED O SUPER
BE 1/2 THE BEAM SPACING INTERNALLY FROM O GUTTER
BEAM, O
RECEIVING CHANNEL WITH(6) PRESSURE TREATED
#10 SCREWS INTERNAL AND(6) BLOCKING AT EACH
110 SCREWS EXTERNAL. STRAP LOCATION
NOTE:SEAL GUTTER WALL AT ALL CONNECTION POINTS.
ALTERNATE TYPICAL POST AND BEAM DETAIL-MAIN FRAME TYPICAL POST BASE DETAIL AT BRICK STEM WALL
SELF-MATING BEAM POST 2x2x0.125 ANGLE EACH SIDE
SLOPED OR FLAT OF POST WITH(2)#10 x 314'
SCREWS INTO POST AND(1)
114'TAPCON INTO CONCRETE
WITH 7 MINIMUM EMBEDMENT.
1x2 BASE SCREEN CHANNEL
ATTACH NOTCH BEAM CONTINUOUS WITH 1/4'
INTERNALLY FOR POST ANDTAPWITHINONS 24'O.C. INSTALL ADDITIONAL ANGLES
FROM BEAM. AND WITHIN 6'OF POST O O FOR EACH 7 INCREASE IN
O� POST DEPTH.
O 00
O BRICK STEM WALL NNTYPE S OR N
ATTACH INTO MORTAR, 1'NIDE 16 GAUGE STRAP
2 x 2 AT 24'O.C. O ' REQUIRED AT EACH POST.ATTACH
00 0 OPTIONAL 2 x 2 x 0.125 SEAT ANGLE. TO POST NTH(2)#10 SCREWS AND
SEE TABLE FOR O O O DISTRIBUTE MINIMUM NUMBER OF TO FOOTING WITH IN TAPCON WITH
MINIMUM NUMBER SCREWS INTO SEAT ANGLE AND 7 MINIMUM EMBEDMENT.
OF SCREWS. O BEAM SIDES.BEAM MAY BE TRIMMED STRIP FOOTING OR
FLUSH WITH 2 x 2INSTEAD OF SLAB W/THICI�NED EDGE
TRIMMING TO FTI AROUND 2 x 2 PER TYPICAL DETAILS
POST
MINIMUM POST SIZE AND#OF SCREWS 6
BEAM SIZE POST SIZE #8 #10 #12
2x3 2x3 6 4 4 8 •
2 x 4 20 3 8 6 4 ' NOTES:
1.SELF-TAPPING SHEET METAL SCREWS SHALL BE STAINLESS STEEL OR ZINC-PLATED.
2 X 6 2 x 3 10 8 6 2.ALUMINUM ALLOY MEMBERS SHALL BE ISOLATED AS REQUIREDIRECOMMENDED FROM TYPICAL RISE
OTHER MATERIALS TO PREVENT CORROSION.
2 X 6 2 X 4 10 8 6 3.FASTENERS INTO STEM WALL SHALL BE LONG ENOUGH TO ACHIEVE A 7 EMBEDMENT.
20 7 2 x 4 14 12 10 4.MAXIMUM WALL HEIGHT SHALL BE LIMITED TO 4'-0'.
2 x 8 2 x 5 16 14 12 TYPICAL POST BASE DETAIL AT CONCRETE BLOCK STEM WALL
2 x 9 2 x 6 to
18 16 14 POST 2x2xO.125 ANGLE EACH SIDE
OF POST WITH(2)010 x 314'
2 x 10 2 x 8 22 24 18 SCREWS INTO POST AND(1)
114'TAPCON INTO CONCRETE
MINIMUM SPACING AND EDGE DISTANCES 1x2 BASE SCREEN CHANNEL WITH T MINIMUM EMBEDMENT.
CONTINUOUS WITH 1/4'
#8 #10 #12 �+ TAPCONS AT 24'O.C. INSTALL ADDITIONAL ANGLES
" " " $ AND WITHIN 6'OF POST FOR EACH 2'INCREASE IN
MINIMUM SPACING 5l8 314 1 0 o POST DEPTH.
MIN,EDGE DISTANCE 5116" 3/8" 112" 00 BLOCK STEM WALL WI(1)05
CONT.HORIZ AT TOP OF WALL RECEIVING CHA
AND 06 AT WALL ENDS/CORNERS THRU-BOLTED T
• AND V4r O.C.REINFORCED CELLS AND BEAM CON
AND BOND BEAM SHALL BE
GROUTED SOLID.
STRIP FOOTING OR 2x2 POST(:
SLAB W/THICKENED EDGE AT EACH S'
PER TYPICAL DETAILS ALONG SUI
FOR ALL 0'
SIZE AS A F
SPAN AND/
1/4'DIAMET
4'INTO HOP
EACH POST
NOTES: ATTACH WIT:
1.SELF-TAPPING SHEET METAL SCREWS SHALL BE STAINLESS STEEL OR ZINC-PLATED. 17 ON CENT
2.ALUMINUM ALLOY MEMBERS SHALL BE ISOLATED AS REOUIREDIiECOMMENDED FROM
OTHER MATERIALS TO PREVENT CORROSION. RECEP
3.FASTENERS INTO STEM WALL SHALL BE LONG ENOUGH TO ACHIEVE A 7 EMBEDMENT WITNt
INTO THE STRUCTURAL WALL THROUGH ANY FINISH MATERIAL. VON
4.MAXIMUM WALL HEIGHT SHALL BE LIMITED TO 4'-0'. AND E
ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 110 M.P.H.
POST SPACING 4'-0" 5'-0" 6'-0" 7'-0" 8'-0"
EXPOSURE CATEGORY B C B' C B C B C B C
SELF-MATING BEAMS
2 x 4 x 0.044 x 0.100 16'-5" 13'-7` 14'-8" 12'-2" 13'-5" 11'-1" 12'-5" 10'-3" 11'-7" 9'-7-
2 x 5 x 0.050 x 0.100
'-7`2x5x0.050x0.100 19'-4" 16'-0" 17'-3" 14'-4" 1 15'-9" 13'-1" 14'-7" 12'-1" 13'-8" 11'-4
2x6x0.050x0.120 23'-2" 19'-2' 20'-9" 17'-2" 18'-11" 15'-8" 17'-6" 14'-6" 16'-4" 13'-7"
2 x 7 x 0.055 x 0.120 26'-2" 21'-8" 23'-4" 19'4" 21'-4" 17'-8' 19'-9" 16-4" 18'-6" 15'-4"
2 x 8 x 0.072 x 0.224 36'-9" 30'-5" 32'-10" 27'-3" 30'-0" 24'-10" 27'-9" 23'-0" 26'-0" 21'-6"
2 x 9 x 0.072 x 0.224 39'-9" 32-11" 35'-7" 29'-6" 32'-5" 26'-11" 30'-0" 24'-11" 28'-1" 23'-3"
2 x 9 x 0.082 x 0.310 45'-1" 37'-5" 40'-4" 33'-5" 36'-10" 30'-6" 34'-1" 28'-3" 31'-10" 26'-5"
2 x 10 x 0.092 x 0.369 52'-6" 43'-6" 46'-11" 38'-11" 42'-10" 35'-6" 39'-8" 32'-11" 37'-1" 30'-9"
SNAP EXTRUSIONS
2 x 2 x 0,044 x 0.044 9'-5" 8'-4" 8'-9" T-9" 8'-3" 7'-3" 7'-10" 6'-9" T-6" 6'-3"
2x3x0,045x0.045 13'-0" 11'-6' 12' 1" 10'-4" 11'-4" 9'-5` 10'-7" 8'-9" 9'-10" 8'-2'
ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 130 M.P.H.
SELF-MATING BEAMS
2 x 4 x 0.044 x 0.100 13'-7" 11'-7" 12'-2" 10'-4" 11'-1" 9-6" 10'-3" 8'-9" 9'-7" 8'-2"
2 x 5 x 0.050 x 0.100 16'-0" 13'-8" 14'•4" 12'-2" 13'-1" 11'-1" 12'-1" 10'-4" 11'-4" 9'-8"
2 x 6 x 0.050 x 0.120 19'-2" 16'-4' 17'-2" 14'-8" 15'-8" 13'-4" 14'-6" 12'-4" 13'-7" 11'-7"
2 x 7 x 0.055 x 0.120 21'-8 18'-6" 19'-4" 16'-6" 1 17'-8" 15'-1" 16'-4" 13'-11" 15'-4" 13'-1"
2 x 8 x 0.072 x 0.224 30'-5" 26'-0" 2T-3" 23'-3" 24'-10" 21'-2" 23'-0" 19'-7" 21'-6" 18'-4"
2 x 9 x 0,072 x 0.224 32'-11" 28'-1" 29'-6" 25'-1" 26'-11" 27-11" 24'-11" 21'-3" 23'-3" 19-10"
2 x 9 x 0.082 x 0.310 37'-5" 31'-10" 33'-5` 28'-6" 30'-6" 26'-0" 28'-3" 24'-1" 26'-5" 27-6"
2 x 10 x 0.092 x 0.369 43'-6 37'-1" 38'-11" 33'-2" 35'-6" 30'-3" 32'-11` 28'-0" 30'-9" 26'-3"
SNAP EXTRUSIONS
2x2X0.044x0.044 8'-4" T-6" 7'-9" 6'-9" 7'-3" 6'-2` 6'-9" 5'-9" 6'-3" 5'-4-
2 x 3 x 0.045 x 0.045
'-4"2x3x0.045x0.045 11'-6" 9'-10" 10'-4" 8'-10" 9-5" 8'-1" 8'-9 r-5' 8'-7 T-0'
NOTE:ALUMINUM SEAM ALLOY SWILL BE 500T6.PURLINS,ANGLES AND CHANNELS ALLOY
SHALL SE 6063-TS.MIN BENDING STRESS■15,000 P.S.I.MIN THOUNESS"OjM INCHES.
`'TYPI AL BRACING SCHEMATIC DETAILS FOR FLAT ROOF,GABLE ROOF,AND DOME ROOF SCREEN ENCLOSURES
HOST STRUCTURE ROOF PLAN ROOF PLAN ROOF PUN ROOF PLAN
ATTACHMENT(TYPICAL) VIEW VIEW VIEW VIEW
ROOF PLAN BEAM
VIEW E33 ; ; 3
2 x 2 BRACEk0LIN
(TYPICAL) ; END WALL
ELEVATION END WALL
END WALL CHAIR RAL ELEVATION END WALL
ELEVATION POST 2 x 2 BRACE ELEVATION
(TYPICAL)
FOUNDATION END WALL
(TYPICAL) NOTE:2 x 2 SCREEN CHANNEL IS ACCEPTABLE TO FRAME DOOR JAMBS, ELEVATION
ADD(1)K-BRACE OR(1)PAIR OF CABLES FOR EACH 300 SQUARE FEET OF SURFACE AREA.
TYPICAL K-BRACE DETAILS TYPICAL CABLE BRACE DETAILS
EAVE RAL
EA4E RAL
XV2MTH
0 0 \\ 5 x 4 x 0.125 PLATE WITH(6)N10 SCREWS EE TRIANGULAR 0.125 PLATE
OO 0\ INTO POST AND(4)0 SCREWS INTO 510 SCREWS AS SHOWN
BRACE O0 \ O2 x 2 x 0.044 BRACE 132'DIAMETER STAINLESS STEEL CABLE
0 \\ 00
5 x 12 x 0.125 PLATE \0 O
POST WITH(8)#10 SCREWS
INTO POST AND(4)#NO \\0 00 POST 1'x 12'x 0.125 PLATE
SCREWS INTO BRACE \
\ WITH(2)1/4'DIAMETER TAPCONS
CHAIR RAIL O O 00 -
-- 0
4 x 4 x 0.125 PLATE WITH(6)M10 SCREWS .'� 0
INTO POST AND(4)#10 SCREWS INTO 0
POST BRACE AND(2)#10 SCREWS INTO BASE 0 0 f
O,i 00
0000 LN1
2 x 2 x 0.044 BRACE
000 0 (2)1!4'TAPCONS AT BASE OF FRAME POST
001 BASE RAL
TYPICAL KNEE BRACE DETAIL AND SCHEDULE NOTE:KNEE
BRACES ARE NOT
SELF-MATING BEAM REQUIRED FOR
TYPICAL INTERNAL STIFFENING DETAIL FOR SPANS GREATER THAN 39'-0" SLOPED OR FLAT THE TABULATED
SPANS.
2 x 2 x 0.125 ANGLE 0
O O O
0 Q O O O Z.
SECTION VIEW O O O /0-0,7
PURLIN BEYOND (4)N10 x 2'SCREWS 00
INTO INTERNAL ---
ST
GROOVES OF � g
PURLIN
112 OF SELF-MATING BEAM RECEIVING CHANNEL
/ MAY BE SUBSTITUTED
PURLIN 2 x 2 x 0.125 ANGLE FOR THE H-CHANNEL
TRIM OUTSTANDING IKNEE BRACE
LEG TO FIT BEAM �/ O I SEE TABLE FOR
112 OF SELF-MATING BEAM WIDTH I O O SIZE AND
10 CONNECTORS
1
KNEE BRACE LENGTH
PUN VIEW
MINIMUM SIZE KNEE BRACE AND CONNECTION
BRACE LENGTH EXTRUSION CONNECTION
Q TO 7-0' 2 x 2 x 0.044 2'H-CHANNEL WITH 3 M10 EACH S8>E
12 OF SELF-MATING BEAM TO 3'-D- 2 x 3 x 0.050 7 H-CHANNEL WITH 3 010 EACH SIDE
TO f-6' 2 x 4 x 0.044 NOTCH EXTRUSION OVER BEAM AND POST
AND ATTACH NTH(4)N10 EACH SIDE
PURLIN NOTE:ALLOWABLE ROOF BEAM SPANS MAY BE INCREASED BY THE KNEE BRACE LENGTH IF BRACES
ARE ON BOTH ENDS OF THE SPAN.FOR KNEE BRACE ON ONE END ONLY,AN INCREASE OF 12 THE
NOTE:STIFFENING ANGLES SHALL BE INSTALLED AT EACH PURLIN LOCATION ALONG THE BEAMIGIRDER. KNEE BRACE LENGTH IS ALLOWED.
I
I
TYPICAL POST AND BEAM DETAIL-SIDE WALL TYPICAL CHAIR RAIL TO POST DETAIL TYPICAL PURLIN AND BEAD
ATTACH EXTERNALLY NTH(4)
I PUF L T ATTACH EXTERNALLY WITH(4) #10 x 314'SCREWS THRU
SLOPED OR FLAT� N10 x L4'SCREWS THRU ATTACH INTERNALLYN9TH(Z)
ATTACH INTERNALLY 1 x 2 x 0.050 CLIP 010 x 7 SCREWS INTO 2 x 2 x 0.125 ANGLE
FROM POST OR NOTCH PURLIN FOR INTERNAL GROOVES.
THRU 2 x 2 INTO O POST AND 2 x 2
SCREW GROOVES 0 ...
i
ATTACH INTO 2x2 CHAIR RAIL POST PURLIN
2x2AT24'O.C.
POST-----
TYPICAL
OST _
i
TYPICAL POST AND BEAM DETAIL-MAIN FRAME TYPICAL BEAM AND GIRDER DETAIL TYPICAL GIRDER DETAIL TO HOST WA
SELF-MATING BEAM
SLOPED OR FLAT 2 x 2 x 0.125 ANGLE CLIP 2 x 2 x 0.125 ANGLE CLIP
EACH SIDE OF TRIBUTARY BEAM EACH SIDE OF GIRDER
WITH#12 SCREWS INTO BOTH WITH int SCREWS INTO
MEMBERS. GIRDER.
ATTACH NOTCH BEAM WGIRDERSHALL O ATTACH TO STUD FRAW
INTERNALLY FOR POST O WITH IM DIAMETER x'
FROM BEAM: O O LAG SCREWS(PRU R
O 0 ATTACH TO MASONRY,
ATTACH INTO 0 0 CONCRETE WITH 114'
0 0 TAPCONS WITH A MIN
2 x 2 AT 24 D.C. OPTIONAL 2 x 2 x0.125 SEAT ANGLE. EMBEDMENT OF 3'.
O O Q DISTRIBUTE MINIMUM NUMBER OF
SEE TABLE FOR 0 O O HOST STRUCTURE
MINIMUM NUMBER SCREWS INTO SEAT ANGLE AND
OF SCREWS. 0 BEAM SIDES. BEAM MAY BE TRIMMED BEAM DEEPER THAN GIRDER
FLUSH NTH 2 x 2INSTEAD OF TRIBUTARY
TRIMMING TO FIT AROUND x 2. BEAM
POST
MINIMUM POST SIZE AND#OF SCREWS
BEAM SIZE POST SIZE #8 #10 #12 TYPICAL WIND BRACE.DETAIL AT ROOF FRAMING
2 X 3. 2 x3 6 4 4 SELF MATIN
" BEAM
2x4 2x3 8 6 4
2x6 20 10 8 6
2 x 6 2x4 10 8 1 6 ' 2 x 2 WIND BRACE
20 2x4. 14 12 10
2 x 8 2 x 5 16 14 12 $ z x 2 cDNrwuous
2x.9 2x6 18 16 14 WALLTDP
j - - ATTACH WITH A
2 x 10 2x`8 22 20 18 SKEWED 0.125 THICK
ATTACH WRHA ANGLE CLP WITH
I MINIMUM SPACING AND EDGE. DISTANCES oRWWTH.GL CLIP MEMBER BOTH
SIDES-ORWTTH(2)N10
#8 #10 #12 SCREWS THROUGH SCREWS THROUGH
BRACE AND INTO
i MINIMUM SPACING 5/8" 3/4" 1" 1 2x2WALL TOP. BRACE
BE A�O
POST ROOF
MIN.EDGE DISTANCE 5/16" 3/8 1/2" BEYOND
TYPICAL POST BASE DETAIL TYPICAL FOUNDATION DETAILS PILE TYPE
2x2x0.125 ANGLE EACH SIDE
CONTINUOUS SLAB ON GRADE SLAB EN GRADE Wl
FOOTING
POST STRIP FOOTING THICKENED EDGE
OF POST WITH(2)010x3/4' 6x6-WlAxWlA WWF
SCREWS INTO POST AND(1)
1/4'TAPOON INTO CONCRETE
WITH 7 MINIMUM EMBEDMENT. T
1x2 BASE SCREEN CHANNEL I ---�--- �� ��-- --
CONTIN000S WITH 1/4' eoL to
TAPCONS AT 24.O.C. H
AND WITHIN 5 OF POST INSTALL ADDITIONAL ANGLES b
0 0 FOR EACH 7 INCREASE IN fflo, (1)N5 CONTINUOUS 8' re a
7 MIN. POST DEPTH.
EDGE O O
OFFSET NOTES:
1.CONCRETE SHALL BE 2500 PSI MINIMUM.CONCRETE COVER FOR REBAR SHALL BE 3'.
2.REINFORCING BARS SHALL BE A615 GRADE 60.WELDED WIREFABRIC SHALL BE A185.
3.FIBERMESH MAY BE USED IN LIEU OF THE WELDED WIRE FABRIC. p-
4.SLAB'ON GRADE WITHOUT FOOTING MAY USED FOR ROOF AREAS LESS THAN 350 SO.FT.
OR FOR POSTS WITH TRIBUTARY AREAS LESS THAN 76 SO.FT.VERIFY REQUIREMENTS WITH LOCAL BUILDING OFFI(
NOTES: 5.MINIMUM SLAB THICKNESS SHALL BE 3-1M ACTUAL THICKNESS.
1.SELF-TAPPING SHEET METAL SCREWS SHALL BE STAINLESS STEEL OR ZINC-PLATED. 6.FOUNDATIONS SHALL BEAR ON COMPACTED SUBGRADE WITH 1500 PSF MINIMUM BEARING CAPACITY.
2.ALUMINUM ALLOY MEMBERS SHALL BE ISOLATED AS REQUIREDRECOMMENDED FROM 7. PILE TYPE FOOTING SHALL HAVE 318'DIAMETER THREADED RODS 1'-0'LONG THROUGH POST EACH WAY.
OTHER MATERIALS TO PREVENT CORROSION. 8.EMBEDED ALUMINUM POST SHALL BE ISOLATED FROM THE CONCRETE TO PREVENT CORROSION.