HomeMy WebLinkAboutREVISION - BUILDING PERMIT10730/2008 11:29 7724621578
OFFICE USE ONLY:
ST LUCIE CO
PAGE 01
DATE FILED: ,`2-3• p
REVISION FEE: 5_0 �I D
PERMIT NUMBER: •
RECEIPT NO.:
ST_ LUCIE COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
BUILDING & ZONING
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
462-155.3.
APPLICATION FOR BUILDIN
PROJECT INFORtiIATION
1. LOCATION.SITE
ADDRESS:SS�rr)P_('
2. DETAILED DESCRIPTIONS OF PROJECT
REVISIONS: \A/AI-C-_ NLTIGFYT et3AnIG
3.
El
CONTRACTOR INFO
ST. OF FL REGJCERT9
BUSINESS NAME:
Qualifiers Name:
ADDRESS:
CITY: _
_PRONE' (DAYTEME):
.ARCHITIENE GINEER:
IrA.\IE: _
ADDRESS:
CITY: STATE: ZIP:'
a PHONE (DAYCIHE): FAX#
,u6
TION:
COL"NTYCERT.a `f '?103
FAY 9 34o
ZIP.-
RE SED:01/20/0'3
UNDER HOUSE
ROOF
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OVERALL DESIGN COMPLIES WITH THE 2006
AMENDMENTS TO THE F.B.C. 2004 BUILDING
CODE, FOR 140 MPH WIND LOAD (3-SECOND
GUST), FOR EXP. CAT. 'C' (NON-H.V.1-12.).
II PIONEER SCREEN CO., II
II SCREEN ROOF ENCLOSURE FOR:
BEESEMER RESIDENCE
1103 TILTON ROAD
FT. PIERCE, FLORIDA
DESIGN NOTES:
I. ALL DIAGONAL BRACING SHOWN IN BOTH THE ROOF AND
WALLS SHALL BE 2 x 2 x .093 TUBE MATERIAL.
2. 18 x 14 MESH SCREEN IS THE MAXIMUM ALLOWABLE DENSITY
FOR THIS ENCLOSURE'S DESIGN.
3. DOOR(S) MAY BE-P-LACED_INTOLANY-SCREEN-WALL-P--ANEL_
EXCEPT FOR THOSE THAT CONTAIN DIAGONAL BRACING.
THIS SYMBOL REPRESENTS DIAGONAL 0 THIS SYMBOL REPRESENTS
0 WIND BRACING (IN BOTH THE ROOF BEAM SPLICE LOCATIONS
AND WALLS), 2 x 2 x Oe3 TUBE MATL.
J7 w
EXISTING
HOST WALL
EXISTING HOST FASCIA
I x 2
I x 2
1' 0' MIN
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6' 6' 1 b' b'
13' 0' WALL HEIGHT
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ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR C .I/�P3CE
REVIEWED
DATE
P PERMIT
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I=ABRICATION / IN5TALLATION REQUIRED GUIDELINES:
NOTE: ANY JOBS THAT REQUIRE -SITE-SPECIFIC DESIGN / ENGINEERING MUST BE
SUBMITTED TO THE ENGINEER OF RECORD FOR SUCH DESIGN CONSIDERATION
. PRIOR TO THE JOB BEING PERMITTED, FABRICATED OR INSTALLED. LEAD-TIMES
FOR SUCH WORK WILL DEPEND ON OUR CURRENT WORK LOAD AT ANY GIVEN TIME.
THE ITEMS BELOW ARE NOT PERMITTED ON ANY
ENCLOSURE WITHOUT SITE -SPECIFIC DESIGN 6
AUTHORIZATION FROM THE ENGINEER OF RECORD.
I. NO SCREEN ROOF BEAMS SHALL BE LOCATED WITHIN 12-INCHES OF ANY OUTSIDE
CORNER OF ANY WALL, FASCIA OR STRUCTURAL GUTTER
2. NO CABLE BRACING SHALL BE USED ON ANY ENCLOSURE AT ANY TIME FOR THE
RESISTANCE OF ANY IMPOSED DESIGN LOADING.
3. THERE SHALL BE NO SUBSTITUTION OF EITHER CONCRETE ANCHOR TYPE OR
MANUFACTURER OTHER THAN THOSE SPECIFIED ON THESE ENGINEERED D581GN
DRAWINGS.
4. THERE SHALL BE NO SCREENING UTILIZED THAT 15 FINER THAN 18 x 14 MESH
SCREEN WITHOUT SITE -SPECIFIC DESIGN (THAT SHALL BE DONE PRIOR TO THE
JOB BEING FABRICATED OR INSTALLED) WITH JOB DRAWINGS BEARING THE
ENGINEER OF RECORDS ORIGINAL SIGNATURE (IN BLUE INK) UNDER HIS
EMBOSSED SEAL.
5. ALL SCREEN ROOF ENCLOSURES MUST BE POSITIONED ON THE EDGES OF THE
CONCRETE DECK SO THAT THE OUTER SURFACE OF THE SCREEN FRAME 18 NO
LESS THAT 2 3/4 - INCHES IN FROM THE EDGE, TO CREATE PROPER EDGE DISTANCE
FOR THE SPECIFIED CONCRETE ANCHORS AT THE BASE OF EACH COLUMN.
6. ALL ROOF PURLINS IN THE ROOF AND CHAIR RAILS IN THE WALLS SHALL NOT
EXCEED 8-FEET CENTER - TO. CENTER SPACING (BEE APPROPRIATE DETAILS ON
OTHER SHEETS OF THIS DRAWING FOR SPECIFIED MATERIAL SIZES REQUIRED FOR
ANY GIVEN APPLICATION.
1. NO SCREEN ROOF ENCLOSURE SHALL BE INSTALLED UTILIZING BEVEN-INCH STRUCTURAL
GUTTER AS IT 15 NOT PERMITTED, OR STRUCTURALLY ADEQUATE UNDER THIS ENGINEERING.
THE ITEMS BELOW MUST BE SUBMITTED TO THE ENGINEER
OF RECORD PRIOR TO MEASURING 4 LAYOUT, FABRICATION
OR INSTALLATION FOR THE REQUIRED SITE -SPECIFIC DESIGN
I. ANY SCREEN ROOF ENCLOSURE THAT UTILIZES ROOF BEAMS THAT EXCEED 40-FEET IN SPAN, AT
ANY POINT ON THE ENCLOSURE.
2. ANY SCREEN ROOF ENCLOSURE THAT UTILIZES WALL COLUMNS (UPRIGHTS) THAT EXCEED 12-FEET
IN HEIGHT AT ANY POINT ON THE ENCLOSURE.
3. ANY ENCL05URE THAT UTILIZES ANY CARRIER BEAM (A BEAM THAT ACTS AS SUPPORT FOR ANY
OTHER SCREEN ROOF BEAM) AT ANY POINT ON THE ENCLOLSURE. NO CANER BEAM SHALL BE
PERMITTED TO BE MOUNTED TO THE FASCIA OF ANY 1408T STRUCTURE (AS PRIMARY SUPPORT).
4. INSTALLATION OF ANY SCREEN ROOF ENCLOSURE ON AN EXISTING HOUSE FASCIA WHERE THE
OVERHANG EXCEEDS 2-FEET. NOTE THAT IF THE EXISTING RESIDENCE WAS CONSTRUCTED UNDER
ANY BUILDING CODE PRIOR TO F.B.C. 2001, THE JOB MAY REQUIRE FOURTH -WALL TYPE CON5T, AS
THERE IS NO WAY TO CERTIFY THE ABILITY OF A HOST STRUCTURE THAT WAS ONLY BUILT TO WITH-
STAND 110 MPH WIND LOADS OR LESS, (AS WAS REQUIRED UNDER PREVIOUS BUILDING CODES) TO
RESIST THE IMPOSED LOADS OF AN ENCLOSURE THAT IS DESIGNED TO WITHSTAND THE LOADS
IMPOSED UNDER THE 140 MPH WIND LOAD SPECIFIED IN THE CURRENT BUILDING CODE.
SNAP / LAP JOINT
CONNECTION NOTE:
ALL FRAMING MEMBERS ON ANY
ENCLOSURE THAT UTILIZE SNAP
OR LAP JOINT IN THEM SHALL
HAVE 012 TEKB INSTALLED THRU
THE SNAP OR LAP CONNECTION
AT 18 INCHES ON CNTR (TYP).
THESE TEK SCREW5 ARE TO BE
PLACED ON BOTH EDGES OF
THE UPRIGHT (BOTH THE INNER
AND THE OUTER EDGE) IN ALL
CASES. THIS SPECIFICATION
APPLIES TO UPRIGHTS AND
BEAMS BOTH.
MINIMUM FOOTER TABLES
MONO
MAX IBM.
FOOTER
SPAN
8' x 8' WITH
(1) 5m CONT
UP-TO-381
8' x 12' WITH
(U 50 CONT.
UP TO 41'
10' x 12' WITH
(U 50 CONT.
UP TO 48'
12' x 12' WITH
(2) 50 CONT
UP TO 55'
ISOLATED
MAX. BM.
FOOTER()
SPAN
12' x 12' WITH
(2) 50 CONT
UP-TO-30'
12' x IV WITH
(2) 50 CONT.
1' TO 39'
3
14' x 16' WITH
0' TO 44'
(2) 5a CONT.
IS' x 16' WITH
44' TO 52'
(2) 50 CONT.
IF A JOB EXCEEDS THERE PARAMMRS, THE FaMATICN
"T BE 811E-SPECIFICALLY DESr-4W BY THE ENGINEER
MONOLITHIC FTG. LOAD CAPACITIES ARE BASED
ON A MIN. OF 3 FEET OF CONT CONCRETE, 2,500 PSI
MINIMUM, W/ WIRE OR FIBERM£SH REINFORCEMENT
()ISOLATED FOOTERS MAY BE USED
CN EDGE OF EXIST. CONC. SLAB
OR UNDERNEATH THE PERIMETER
OF BRICK PAVER DECK (ALL SIDES)
THE ENGINEER OF RECORD WILL NOT BE ABLE
TO CERTIFY THE STRUCTURAL INTEGRITY OF
ANY EXISTING CONCRETE DECK / FOOTINGS
THAT WERE INSTALLED WITHOUT PERMITS, AS
THERE WOULD BE NO RECORDS TO VERIFY
CONCRETE THICKNE55', FOOTER SIZES AND
THE 51ZE AND QUANTITY OF STEEL RE -BARS
THAT WOULD BE REQUIRED UNDER THE
CURRENT BUILDING CODE STANDARDS.
SCREW SPACING AND EDGE D16TANCE SPEC.'S
THIS TABLE IS BASED ON THE PROPERtIES OF C-1022 LOW CARBON STEEL SMS
AND SELF -DRILLING (TC-K) SCREWS, WHICH ARE AN MDUSTRY STANDARD SCREW.
SCREW SIZE
NOMINAL SCREW
DIAMETER (IN.)
MIN. EDGE
DISTANCE
MIN, CENTER -TO -
CENTER DISTANCE
08
0.156
5/16'
1/16'
No
0.188
3/8'
1/2'
12
0219
1/2'
5/8,
14
02DO
5/8'
3/4'
INTERNAL CONNECTION SPECIFICATION (UTILIZING SCREW BOSSES)
ALL INTERNAL CONNECTIONS UTILIZING THE EXTRUDED SCREW 505SES SHALL HAVE
10 5MS SCREWS, WITH A MINIMUM EMBEDMENT INTO THE SCREW 5055 OF 13/4' (UNLESS
OTHERWISE SPECIFIED ON ANY CONNECTION DETAIL). ALL SCREW BOSSES IN A GIVEN
EXTRUSION MUST BE FILLED (EXAMPLE: THE 3 x 3 x .010 CHAIR RAIL (MINIMUM SIZE)
THAT HAS SIX SCREW BOSSES, MUST HAVE SIX OF THESE CIO SMS SCREW INSTALLED
AT EACH END OF THAT COMPONENT, AT EACH CONNECTION).
SCREEN PANEL INSTALLATION SPECIFICATION:
PLEASE NOTE THAT ALL SCREEN PANEL OPENINGS (BOTH ROOT AND
WALLS) SHALL BE INSTALLED ON ALL FOUR SIDES WITH SPLINE (INDEP-
ENDANT OF ALL SURROUNDING PANELS). THE ONLY FRAMING COMPONENTS
THAT ARE NOT REQUIRED TO HAVE SPLINE INSTALLED IN THEM ARE ALL OF
THE DIAGONAL WALL AND ROOF BRACING.
CONCRETE ANCHOR SPECIFICATIONS:
ALL CONCRETE ANCHORS SPECIFIED ON THIS DETAIL
SHEET ARE MANUFACTURED BY 'RED HEAD' ANCHORING
SYSTEMS, AS ALL LOAD CAPABILITIES ARE BASED ON
TEST DATA FURNISHED BY RED HEAD IN THEIR PRODUCT
AND RESOURCE BOOK NO SUBSTITUTIONS OF ANY OTHER
—MANUFACTURER'S CONCRETE ANCHORS IS PERMITTED
WITHOUT SUBMITTAL OF THE COMPANY'S TEST DATA (TO
VERIFY EQUIVALENT LOAD CAPACITIES) AND A WRITTEN,
SIGNED AND SEALED LETTER OF AUTHORIZATION FROM
THE ENGINEER OF RECORD. ANY UNAUTHORIZED ANCHOR
SUBSTITUTION SHALL BE DEEMED NON -COMPLIANT WITH
THIS DESIGN. THE ANCHORS TO BE USED FOR APPLICATIONS
SPECIFIED IN THIS ENGINEERING DESIGN PLAN ARE AS
FOLLOWS:
I/4' DIA FASTENERS: RED HEAD ITW TAPCON (SEE INDIVIDUAL DETAILS
FOR MINIMUM EMBEDMENT DEPTH INTO CONCRETE)
3/8' DIA. FASTENERS: 3/8' TRU BOLT WEDGE ANCHOR (SEE INDIVIDUAL
DETAILS FOR QUANTITY Of FASTENERS NEEDED)
(MINIMUM EMBEDMENT SHALL BE 3' INTO CONCRETE
UNLESS OTHERWISE SPECIFIED IN ANY DETAIL)
3/5' LARGE DIAMETER TAPCON (LDT) (SEE INDIVIDUAL
DETAILS FOR QUANTITY OF FASTENERS NEEDED)
(MINIMUM EMBEDMENT SHALL BE 212' INTO CONCRETE
UNLESS OTHERWISE SPECIFIED IN ANY DETAIL)
FOR BRICK PAVER INSTALLATION:
FOR INSTALLATION ON A BRICK PAVER DECK, THE ONLY FASTENERS THAT
WILL MEET THE DESIGN CRITERIA INDICATED WITHIN THESE DE51GN SPEC.'S
ARE THE RED HEAD TPU BOLT WEDGE ANCHOR (3/5' x T), WHICH BASED
ON 1/8' ANGLE, I x 2 O.B., 21ie' THICK BRICK PAVER AND A MAXIMUM MORTAR
BED THICKNESS OF 3/4'. THIS SCENARIO WILL STILL MEET THE MINIMUM
FASTENER EMBEDMENT. IF ANY OF THESE CONTRIBUTING FACTORS EXCEED
THE DIMENSIONAL BREAKDOWN INDICATED, THE JOB MUST BE PRESENTED
TO THE ENGINEER OF RECORD FOR SITE -SPECIFIC ANCHORING DESIGN.
EXIST. HOUSE FASCIA NOTES.,
IT SHALL BE THE RESPONSIBILITY OF THE INSTALLING
CONTRACTOR TO INSPECT AND INSURE THE CONDITION
OF THE EXISTING FASCIA, To DETERMINE IF IT IS IN GOOD
ENOUGH CONDITION To SUPPORT THE PROPOSED SCREEN
ENCLOSURE (PRIOR TO ITS INSTALLATION)
U,5E WITH ALLOY *0
DESIGN DISCLAIMER
THERE IS NO CERTIFICATION, EITHER EXPRESSED OR IMPLIED, IN THIS ENGINEERING DESIGN DOCUMENT
REGARDING THE ABILITY OF ANY HOST STRUCTURE TO RESIST THE BUILDING CODE SPECIFIED DESIGN
LOADS IMPOSED BY ANY PROPOSED SCREEN ENCLOSURE. SUCH CERTIFICATION WILL BE DEPENDENT
ON AVAILABILITY OF ORIGINAL DESIGN AND CONSTRUCTION DOCUMENTS, AS WELL AS ORIGINAL PERMIT
AND INSPECTION RECORDS FOR THE HOST STRUCTURE. CERTIFICATION OF THE HOST STRUCTURE, IF IT 15
REQUIRED, WILL ULTIMATELY BE POSSIBLE ONLY IF THESE RECORDS CONTAIN ALL THE INFORMATION
NEEDED BY THE ENGINEER TO PERFORM ALL OF THE NECESSARY ANALYSIS TO DETERMINE IF SUCH
CERTIFICATION IS EVEN POSSIBLE.
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GENERAL NOTES AND DF-51GN PARAMETER5:
I. THE OVERALL DESIGN COMPLIES WITH THE 2006 AMENDMENT TO THE FLORIDA BUILDING CODE 2004 (CHAPTER
I(o AND 20), AND 15 BASED ON THE FOLLOWING PARAMETERS:
A WIND SPEED: 140 M.P.H., 3-SECOND GUST
5. EXPOSURE CATEGORY 'C'(NON-HVHZ ONLY)
C. DESIGN PRESSURES AS FOLLOWS:
a) SIMULTANEOUS WIND LOADING a 8 P.5F. FOR SCREEN ROOF AND 29 PSF. FOR SCREEN WALLS
15) 300 LB LOAD APPLIED VERTICALLY DOUNWARD ALONG ANY ONE FOOT (12-INCHES) OF ANY PRIMARY
MEMBER (EXCLUDING DIAGONAL WIND BRACING, WHICH 15 TREATED AS A 'STRUCTURAL MEMBER' UNDER
2006 AMENDMENT DEFINITIONS.
D. MAXIMUM ENCLOSURE HEIGHT SHALL NOT EXCEED 20-FEET
E. ALLOWABLE DEFLECTION OF 'L / 60', AS SPECIFIED IN TABLE +16101 FOR NON -HIGH VELOCITY HURRICANE
ZONES.
F. CONTINUOUS LOAD PATH 15 PROVIDED,
2. MATERIALS (UNLESS OTHERWISE SPECIFIED BY THE ENGINEER OF RECORD)-.
A ALL EXTRUSIONS SHALL BE ALUMINUM ALLOY W0545 (NOTE THAT THE SPLICE PLATE MATERIAL MAY
BE EXTRUDED FROM ALLOY'606I-T6, IF THIS MATERIAL 15 MORE READILY AVAILABLE TO THE
CONTRACTOR) (SEE COMPONENT SHAPES AND SIZES AT RIGHT).
B. FASTENERS SHALL BE ALUMINUM ALLOYS 2024-T4 4101546, DOUBLE CAD -PLATED STEEL, HOT -DIPPED
GALVANIZED STEEL, OR 300-SERIES STAINLESS STEEL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO
PROVIDE THE APPROPRIATE MEANS FOR SEPARATION OF DISSIMILAR MATERIALS AS THEY ARE DEFINED IN
SECTION #20032.4. THE CONTRACTOR MAY IMPLEMENT ANY OF THE MEANS SPECIFIED IN THIS SECTION. ANY
ALTERNATIVE MEANS MUST BE ACCOMPANIED BY A LETTER OF CERTIFICATION FROM THE PRODUCT'S
MANUFACTURER (THIS LETTER MUST BE SIGNED AND SEALED BY A FLORIDA LICENSED STRUCTURAL ENGINEER),
WHICH STATES THAT THEIR PRODUCT MEETS / EXCEEDS ALL OF THE REQUIREMENTS SPECIFIED IN THE ABOVE -
LISTED SECTION. THIS LETTER SHALL ALSO BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD
FROM BD.Q, INC.
C. SCREEN CLOTH SHALL BE VINYL COATED, WOVEN FIBERGLASS, MAXIMUM DENSITY OF 18 x 14 (58% OPEN).
3. ALL FASTENERS THAT PASS THROUGH ANY EXTRUSION INTO CONCRETE, MASONRY, WOOD, STEEL, ALUMINUM
OR ANOTHER EXTRUSION SHALL HAVE A 5/8-INCH DIAMETER WASHER, MINIMUM (UNLESS OTHERWISE SPECIFIED
BY THE ENGINEER OF RECORD), AND SHALL BE NO MORE THAN 18-NCHES CENTER - TO - CENTER SPACING.
4. ALL FASTENERS ADJACENT TO UPRIGHTS THAT DO NOT REQUIRE REINFORCING ANGLE CLIPS, SHALL BE
PLACED WITHIN TWO (2) INCHES OF THAT UPRIGHT (TYP. FOR BOTH SIDES).
5. SCREEN DOOR(S) MAY BE LOCATED IN ANY SCREEN WALL PANEL, EXCEPT FOR THOSE THAT CONTAIN
DIAGONAL WIND BRACING CK-BRACING'). ALL DOORS SHALL BE SELF -CLOSING AND SELF -LATCHING.
DOORS INSTALLED IN AN ENCLOSURE THAT SURROUNDS A POOL / SPA SHALL HAVE DOOR LATCHES
INSTALLED FIVE (5) FEET ABOVE THE FLOOR, MINIMUM. .
6. COPIES OF THIS ENGINEERING SPECIFICATION / DESIGN DETAIL ARE. TO ONLY BE CONSIDERED VALID
FOR PERMITTING OR DE51GN CERTIFICATION FURPOSES WEN ALL SHEETS OF ANY SUBMITTED SET BEARS
THE ENGINEER'S ORIGINAL SIGNATURE (IN BLUE INK), UNDER HIS EMBOSSED SEAL. BD.Q, INC. SHALL NOT
BE RESPONSIBLE FOR NON -ORIGINAL COPIES THAT ARE SUBMITTED, THAT HAVE ANY UNAUTHORIZED
CHANGES, ALTERATIONS OR DELETIONS ON THEM.
1. THESE ENGINEERING DETAIL DRAWINGS ARE ONLY VALID IF THE DATE ACCOMPANYING THE ENGINEER'S
ORIGINAL SIGNATURE IS LESS THAN 90 DAYS OLD. NO BUILDING OFFICIAL OR BUILDING DEPARTMENT
SHOULD ACCEPT COPIES THAT ARE OLDER THAN THIS, AND SHOULD REQUEST THE SUBMITTING CONTRACTOR
OBTAIN UPDATED / CURRENT ENGINEERING.
8. ALL ENGINEERING SPECIFICATIONS AND DETAIL DRAWING CONTAINED UIT14IN THIS ENGINEERING DOCUMENT
ARE THE SOLE PROPERTY OF SDQ, INC. ANY UNAUTHORIZED COPYING OR OTHER REPRODUCTION IN PART
OR WHOLE OF THESE DOCUMENTS WILL NOT BE PERMITTED AND WILL BE PROSECUTED TO THE FULLEST
EXTENT ALLOWED BY LAW.
9. THERE SHALL BE NO REDISTRIBUTION OF THESE ENGINEERING DOCUMENTS BY THE PERSON OR COMPANY
THAT ORIGINALLY PURCHASED SIGNED AND SEALED COPIES FROM BD.a, INC., WITHOUT EXPRE55 WRITTEN
AUTHORIZATION FROM BD.Q., INC, AND THE ENGINEER OF RECORD.
WALL COLUMN SCHEDULE (ALLOW. COLUMN HEIGHTS VS. WALL PANEL WIDTH)
U60 MAX. ALLOWABLE DEFLECTION (140 MPH, EXP. °C°, 29 P.S.F. DESIGN LOAD)
DIMENSION
C MN IGHT vs WALL PANEL WIDTH (DESIGN PRESSURE =29 PSF)
SIZE
TV
I Tw
1 8' 01
T 6'
1 TO'
1 6' 6"
SIG'
1 6-6-
5-0-
4' 6'
4' 0'
2x4 L
.100
.045
To'
1' 3'
1 1' 6'
1 1,5,
8' 1'
8' 6'
9' 0'
9' 6'
10' 0'
2x5 L
.116
.050
Vs'
V 0'
5-31
V 1'
9' II'
10-4-1
10' II'
II' W
12' 2'
2x6 L
.120
.050
V 0'
V V
9' 1'
9' II'
10' S'
IV IV
II' 4'
12' 0'
DI V
2x7 L
.120
.057
9' 9'
10111
1& 5'
10' 10'
II' 3'
II' 9'
IT Y
13' 1'
13' 10'
2x8 L
.224
.072
• @' 0'
012' 4'
I2' 9'
13' 3'
DI V
14' 5'
15' 1'
15' 10'
Ib' 9'
2x9 L (L)
.209
.072
14' 5'
14' 11'
15' 6'
I6' I'
16' 8'
11' 4'
IV 3'
1V 3'
20' 3'
2x9 L (H)
.306
.082
11' V
IV 5'
IS-1-
19' 9'
20' 1'
21' 5'
22' 6'
23' S'
25' 2'
200 L
.389
.092
21' 2'
21' 9'
22' 1'
23' 5'
24' 4'
25- 4'
26' 1'
28' P
29' S'
TF
Tw
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O
x
Lu
Lu
x
COMPONENT 5HAPE5 AND 5PECIFICATION5
��
SELF -MATING ('L')
.044 040 093
.010 10
1 rDl
_ 3' 2'
2' 1 31 1x30.B. Ix20$. 2'
3x3 'H' 'N' 2X2X.OWTUBE
2 x 3
THE ACTUAL VALUES FOR'Tf' (FLANGE THICKNESS) AND 'Tw' (WEB THICKNESS) FOR THE VARIOUS pIAG. BRACING
517E SELF -MATING MATERIAL ARE INDICATED ON THE UPRIGHT HEIGHT AND BEAM SPAN TABLES.
BEAM SPANS AND COLUMN SIZES ON THIS SHEET ARE BASED ON SIMULTANEOUS
HOST STRUCTURE WITH LOADING, AS DEFINED N TABLE'ND02.4, F.B.C. 2004, FOR 140 MPH WINDS, FOR
STRUCTURAL GUTTER EXPOSURE CATEGORY 'C' (29 P.S.F. WALLS, 6 PSF. ROOF, FOR NON-HVHZ)
FLAT (SIMPLE) ROOF BEAM SCHEDULE FORFLATSEAMS, L160MAX(140MPH,ExP0S.'6')
DIMENSION
ROOF PANEL WIDTH vs BEAM SPAN (FOR MAX WALL HEIGHT OF 16' 0")
SIZE
Tf
Tw
W 0'
7' 6'
7' 0'
6' 6°
6' 0°
5' 6°
5' 0'
4' 6"
4' 0°
2x4 L
.100
.045
13' 6'
13' II'
14' 5'
1W O'
15' 1'
IV V
11' 1'
18' 0'
W 0'
2x5 L
.116
.050
1600
16' 11'
11' 1'
IB' 3'
18' 11'
IV 9'
20' 8'
21' 9'
23' 1'
2x6 L
.120
.050
11, 0'
IT 1'
IV 2'
IV 10'
13' T
20' 5'
21' 5'
22' 6'
23' 9'
2x7 L
.120
.057
1V W
IS' 2'
15' 9'
20' W
21' 4'
22' 3'
23' 3'
24' 6'
25' II'
2x8 L
.224
.072
22' 1'
23' 3'
24' 1'
24' II'
25' II'
21' 0'
28' 3'
29' 1'
31' 5'
2x9 L (L)
.209
.072
21' 3'
28' 1'
29' 1'
BO' 1'
31' 3'
32' 1'
39' 2'
35' 10'
31' 11'
2x9 L (H)
.306
.082
33' 1'
34' 1'
'5' 9'
31' 1'
3V V
40' 2'
41' 11'
44' 1'
46' V
2x10 L
.389
.092
39' 5'
40' B'
42' I'
43' 1'
45' 2'
41' I'
49' 2'
51' 1'
54' 3'
(') REPRESENTS SPAN VALUES THAT ARE DEFLECTION -LIMITED
HOST 5TRJCTURE WITH BEAM SPAN CALCULATION NOTE:
STRUCTURAL GUTTER
THE SPANS IN THESE TABLES ARE BASED ON BOTH THE HOST STRUCTURE MOUNTING POINT AND WALL HEIGHT BEING THE SAME MEASUREMENT
MANSARD BEAM SPANS ARE BASED
ON A MAXIMUM SPLICE ANGLE OF 30°
FOR HALF -MANSARD BEAM SPANS, USE
VALUES 9HOILN IN 'MANSARD BEAM
SPAN TABLE (SAME MAX. SPLICE ANGLE
(30') APPLIES TO HALF -MANSARD BEAMS)
USE WITH ALLOY 6005-T5 ONL i II
HOST 6TRUCTURE WIT
STRUCTURAL GUTTER
MANSARD / CENTER PEAK (GABLE) ROOF BEAM SCHEDULE U60 MAX (140 MPH, EM TJ
`THIS SPAN TABLE IS LIMITED TO A MAXIMUM VERTICAL RISE OF 3' 0' (36')•
SIZE
208'
31.
= MANSARD BEAM SPANS OF LESS THAN 8' 0' ARE OMITTED FROM THIS TABLE
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-UP TO 16'
BEAM SPAN
IV TO 24'
BEAM SPAN
24' TO 32'
BEAM SPAN
32' TO 40'
BEAM SPAN
O-INDICATES WALL PANEL THAT SHALL
HAVE DIAGONAL 'K'-BRACING IN IT
UP TO 6' WALL HGHT
HOST STRUCTURE
1.1 n n a ZA
NUMBER OF PANELS
VARIES
S' TO 12' WALL HGHT
EXIST, HOST STRUCTURE
TOTAL NO. OF BAYS VARIES
THREE (3) BAYS ON EACH
END OF OUTER -MOST WALL
SHALL NAVE DIAL. BRACIN a
EXIST. HOST STRUCTURE
TOTAL NO, OF BAYS VARIES
THREE (3) BAYS ON EACH END OF
OUTER -MOST PANELS AND TWO (2)
PANELS N SECOND OUTER -MOST
ROW OF PANELS SHALL HAVE THE
DIAGONAL BRACING (AS SHOWN)
THE BRACING SCHEMATICS SHOWN ABOVE ARE THE
SAME BRACING CONFIGURATION, REGARDLESS OF ROOF
TYPE (MANSARD, PEAK, DOME, FLAT, ETC,)
DESIGN NOTES:
ALL DIAGONAL BRACING:, USED EITHER IN THE ROOF
OR AS 'K'-BRACING IN THE WALLS SHALL BE 2' x 2'
x .0133 WALL THICKNESS TUBE, AND SHALL BE CUT TO
FIT SNUG, WITH NO PLAY OR SHIFT IN THE BRACING.
SEE DETAILS AT RIGHT FOR CONNECTION SPECIFICATIONS
DESIGN NOTE: ALL THRU-BOLTS PA551NG THROUGH ANY ALUMINUM
MATL. WITH A WALL THICKNESS LESS THAN 030, SHALL HAVE A Iie-INCH
(OUTSIDE PIA.) FENDER WASHER (SEE GENERAL NOTE 02 ON SHEET 02
REGARDING SEPARATION OF DISSIMILAR METALS) -
THE CONTRACTORS MAY, IF THEY CHOOSE, INSTALL THE ANGLE CLIPS
FOR THE DIAGONAL TUBE -BRACING -(WHERE IT AT-TACHESTO THESELF--
MATING SCREEN ROOF BEAMS) WITH THE THRU-BOLTS ONLY PASSING
THROUGH ONE HALF OF THE BEAM. THI5 15 A STRUCTURALLY ADEQUATE
ALTERNATIVE, AND WILL PERMIT INSTALLATION OF THESE ANGLE CLIPS
IN THEIR SHOP, DURING FABRICATION (POSSIBLY SAVING TIME DURING
INSTALLATION IN THE FIELD).
2x3x.0T0E
ROOF PURLIN
O
UPPER ANGLE CLIP TO BE PLACED
AT SAME ANGLE AS THE MANSARD
LEG OF THE SCREEN ROOF BEAM
2 x 3 x .070 EVE RAIL
2 x 2 x %' ANGLE CLIP, CUT
AT A 45'(H-) ANGLE AND
ATTACHED TO 714E 2 x 3 x
.010 EVE RAIL WITH ONE (1)
/4' DIA- THRU-BOLT, WITH
FENDER WASHER (SEE
DESIGN NOTE ABOVE
2 x 3 x P1i0 SCREEN
ROOF PURLIN
i
1191
NOTE:
ALL DIAGONAL BRACING SHALL BE ATTACHED
VIA THE 2 x 2 x I'/a' ANGLE CLIPS, AS SHOWN,
AND SHALL HAVE EACH END ATTACHED TO
EITHER THE SCREEN ROOF BEAM OR TO THE
EVE RAIL. NO DIAGONAL BRACING SHALL BE
ATTACHED TO ANY OF THE ROOF PURLINS
2 x SMB SCREEN ROOF
BEAM (TYP)
JOINT
2 x 2 x 1/e' ANGLE CLIP, CUT
AT A 45' (+/-) ANGLE AND
ATTACHED TO THE SCREEN
-- ROOF BEAM WITH ONE lU
14' PIA. THRU-BOLT, WITH
® FENDER WASHER (SEE
DESIGN NOTE ABOVE
2 x 2 x .093 DIAGONAL ROOF BRACE, CUT
AT 450 ANGLE (+/-) AT EACH END AND
ATTACHED TO EACH ANGLE CLIP WITH A
11/4' DIA. THRU-BOLT, AS SHOWN
TYPICAL ANGLE ARTICULATION
TO CREATE UPWARD ANGLE
ME
DIACONAL ROOF 5RACING IDETAL
U5E WITH ALLOW 4-0000`5®TE-) ONLY
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SEAM 5PLICE 5FECIFICATION5
QIAQQNAL WALL 5RACING CKII PRACING) DETAIL
2 x 3 x .010 ROOF 2 x SMB SCREEN
S' PURLIN ROOF BEAM
V-
1' a
�14 TEK SCREW 1 x 2 OB TOP
(TYPICAL) m SAME AS 'A' BELOW, SCREEN FRAME
_ JUST REVERSED
0 `0 DIAGONAL BRACE
0
0 0 0 \
0 0 0 0 0 �-
0
\ \ O O O
° 0 O O o O;
\ O O
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SPLICE PLATE MATERIAL -'
SHALL BE 1/4' THICK (MIN)
AND BE EITHER %005-T5
OR 06061-T6 ALLOY
BEAM SPLICE DETAIL (2 x 8 BEAMS AND LARGER)
*(MUST USE 1/4' THICK GUSSET PLATE)*
44 TEK SCREW
(TYPICAL)
0 _ _ _
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0
\\ 0 SPLICE PLATE MATERIAL
p�WptA SHALL BE 3/16' THICK (MIN.)
n' SOTS 4� AND BE EITHER 06005-T5
OR %061-T6 ALLOY
BEAM SPLICE DETAIL (2 x 7 BEAMS AND SMALLER)
#(MUST USE 3/1(o' THICK GUSSET PLATE)*
TYP- F
BEAM
TYPICAL
OR 1/4' THICK
SPLICE PLATE
SPLICE PLATE TOLERANCE NOS:
ALL SPLICE PLATES (ALUMINUM
ALLOY %005-5 or %06146)
SHALL BE CUT TO BE 40.000 /
-0.0625, AS INDICATED IN THE
SCHEMATIC DRAWING AT LEFT
3x3x.010H
CORNER UPRIGHT
0
4-INCH x 4-INCH x
.010 PLATE, WITH
(4) 012 TEKS IN THE
3 x 3,(3) V TEKS
IN THE BOTTOM I
x 2 AND (3)12 TEK
IN THE 2 x 2 BRACI
3x3'
COLUM
2x2x.053
DIAGONAL E
I x 2 BOTTOM
SCREEN FRA
x SMB UPRIGHT
3 x 3 x �10 CHAIR \� � DETAIL '13'
RAIL
2 x 2 x .OS3 TUBE
DIAGONAL BRACE
2 x 2 x .093 TUBE 0
DIAGONAL BRACE 3 x 3 x D10 0 0
CHAIR RAIL
0 0 0
1 x 2 OB BOTTOM
SCREEN FRAME 2 x 2 x .093 TUBE 0 0
DIAGONAL BRACE 0
DETAIL 'A' 2 x 5 SMB UPRIGHT
3 'H' CORNER (MINIMUM SIZE)
UMN
(OUTSIDE)
( INSIDE)
x 2 x 1093 TUBE
>IAGONAL BRACE
x 2 BOTTOM
CREEN FRAME
I -INCH x 3-INCH x
M3 ANGLE, CUT 4-
INCHES LONG, WITH
(3) h2 TEKS IN THE
3 x 3,(3) %2 TEKS
IN THE BOTTOM I
x 2 AND (3) 012 TEKS
IN THE 2 x 2 BRACE
2 x 2 x 953 TUBE -
DIAGONAL BRACE
2 x 5 SMB UPRIGHT
(MINIMUM SIZE)
3 x 3 x .010
CHAIR RAIL
2 x 2 x PJ93 TUBE -
DIAGONAL BRACE
(OUTSIDE)
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.010 PLATE, WITH (1)
0 ( � w W
ViEKS IN THE SMB
W c� F CO
UPRIGHT, (3)12 TEKS
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IN THE CHAIR RAIL
AND (3) 12 TEKS IN
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EACH 2 x 2 BRACE
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CHAIR RAIL
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]-INCH x 3-INCH x
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INCHES LONG, WITH
Nol . ;
(3) V TEKS IN THE
,
SMB UPRIGHT AND
THE
(3) V TEKS IN
2 x 2 BRACE
a
3 x 3 x .1010
CHAIR RAIL-
0 0 I -INCH x 3-INCH x
m3 ANGLE, CUT 4-
INCHES LONG, WITH
(3)12 TEKS IN THE
SMB UPRIGHT AMC)
(3) 12 TEKS IN THE
2 x 2 BRACE
(IN51DE)
USE WITH ALLOY 6005-T5 ONLY!!
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5CREEN ROOF ENCLOSURE -TO -HOST 5TRUCTURE ATTACHMENT DETAIL
DESIGN NOTE: THE 3-INCH LEG OF THE ANGLE SHALL BE
PLACED AGAINST THE I x 2. THIS ALLOWS A MIN. EDGE
DISTANCE FOR THE FASTENERS (FROM THE EDGE OF THE
ANGLE) OF ONE -INCH, AND MAINTAINS A 51X-INCH MIN.
CENTER -TO -CENTER DISTANCE FOR THE MAX. SITED
CONCRETE ANCHORS (3/8' x 31i27
GAP (TYP)
"DST C.B.S. WALL (TYP)
fP SCREEN ROOF BEAM
K2
x V x .125' ANGLE W/ (4) fl2
.KS, TYP. EACH SIDE OF BEAM
FASCIA REINFORCEMENT DESIGN NOTE:
ALL FASCIA BOARDS ON ANY EXISTING HOST STRUCTURE THAT WILL HAVE
ANY PART OF THE PROPOSED SCREEN ENCLOSURE ATTACHED TO IT SHALL
BE REINFORCED, BY PLACING ONE (U 1/4' x 4' LAG SCREW INTO THE END OF
EVERY TRU55 TAIL (WHERE THE PROPOSED SCREEN ENCLOSURE 15 BEING
INSTALLED). THESE TRUSS TAILS MUST BE PILOT DRILLED WITH A 5/32' DRILL
BIT TO PREVENT SPLITTING THE END OF THE TRUSS TAILS. IT SHALL BE THE
REPPONSIBILITY OF THE INSTALLING CONTRACTOR TO ENSURE THAT THIS STEP
IS COMPLETED, AS SPECIFIED, PRIOR TO ANY INSTALLATION TAKING PLACE.
ASTENER SHALL BE 1/4' x 3 1/2'
?ED-HEAD ITW TAPCON FOR ALL
' x 6' BEAMS AND SMALLER FASTENERS
HALL BE 3/8' DIA. FOR 2' x -I' BEAMS
NO LARGER (SEE DESIGN NOTE ABOVE
REGARDING 3/6 FASTENER SPACING)
WALL ATTACHMENT
FASCIA REINFORCEMENT
SPECIFICATIONS
14' x 4' LAG SCREW, To -
BE INSTALLED INTO THE
END OF EVERY TRUSS
TAIL WHERE A SCREEN
ENCLOSURE WILL BE
ATTACHED. THE TRJS5
TAIL SHALL BE PILOT -
DRILLED WITH A 5/32'
DRILL BIT (TO PREVENT
SPLITTING THE END OF
THE TRUSS TAIL)
10-INCH LONG 025 THICK) EXTRUDED
'Z' GUTTER INSERT, TYP CENTERED ON
SEE 'SNAP / LAP CONNECTION'
EACH ROOF BEAM, WITH FOUR (4) 010
NOTE ON SHEET I FOR SPEC.'S ,
TEKS TNRU TOP LIP OF GUTTER
_.
2 x 3 x .125 ANGLE CLIP
(CUT 2' LONG) W/ 3-INCH
1i4' x 21i4' LAGS, FOUR (4)
LEG AGAINST I x 2. CLIP
IN EACH 10-INCH INSERT
SHALL HAVE FOUR (4) "12
AND AT 24' O.C. (MAX. �
TEKS INTO SIDE OF ROOF
SPACING) IN THE REST
BEAM AND TWO (2) 14 x
OF THE GUTTER (PILOT
2' TEKS (PER ANGLE CLIP)
DRILL FASCIA W/ 5/32' °
THRU GUTTER AND INTO 'Z'
BIT TO AVOID SPLITTING)
GUTTER INSERT (TYP. ONE
r
ANGLE CLIP ON EACH SIDE
OF EACH BEAM)
TYP. 2 x SCREEN ROOF
-Y
BEAM (MAY BE FLAT
5' STRUCTURAL
I x 2 SCREEN OR SLOPED)
GUTTER (CONT.)
FRAME (TYP)
x TRUSS TAIL (TYP)
U-.rtnivivt_.
CAP (TYP)
2 x FASCIA
BOARD (TYP)
NOTE: FASCIA ATTACHMENT REQUIRES A 2 x FASCIA
BOARD (MINIMUM). A 'I x' FASCIA 18 ONLY ADEQUATE
FOR THIS INSTALLATION WHEN THERE IS A 2 x SUB -
FASCIA BEHIND IT. IN THIS CASE, THE LAGS MUST
PENETRATE THE SUB -FASCIA I1h' (MIN. EMBEDMENT).
IT SHALL BE THE RESPONSIBILITY OF THE SCREEN
CONTRACTOR TO VERIFY THE PRESENCE OF THIS
SUB -FASCIA.
10-INCH LONG 025 THICK) EXTRUDED -
Z' GUTTER INSERT, TYP CENTERED ON
EACH ROOF BEAM, WITH FOUR (4) MO
TEKS THRU TOP LIP OF GUTTER
2 x HOUSE FASCIA
(SEE FASCIA NOTE
ABOVE)
'44' x 2 14' LAGS, FOUR (4)
IN EACH 10-INCH INSERT
AND 24' O.G. (MAX. /
SPACING) THE REST
OF THE GUTTER (PILOT
DRILL FASCIA W/ 5/32'
BIT TO AVOID SPLITTING)
I x 2 x ZS3 ANGLE SPACER -
(FOR ANGLED FASCIA BD.
ATTACHMENT), ATTACHED
W/ TWO (2) ROWS OF 0I0 TEKS
(STAGGERED), EACH ROW AT
18' O.C. (MAX. SPACING)
PLAN VIEW
STRUCTURAL CUTTER CONNECTION 'DETAIL
11%/. ll� . .
'YP SCREEN ROOF BEAM
K2
x 2' x .125' ANGLE W/ (4) +12
'-KS, TYP. EACH SIDE OF BEAM
4' x 2 1/2, LAG SCREW TYP. I
ACH SIDE OF BEAM (2' x (o' BEAMS
ND SMALLER) 3/8' x 2 1/2' LAG
CREW (2' x I' BEAMS AND LARDER)
FASCIA ATTACHMENT
V/
1.1
0
SEE 'SNAP / LAP CONNECTION'
NOTE ON SHEET I FOR SPEC.'S
CAP (TYP)
I x 2 SCREEN
FRAME (TYP)
�-5' STRUCTURAL
GUTTER (CONT.)
SECTION VIEW
TYP. 2 x SCREEN ROOF
BEAM (MAY BE FLAT
OR SLOPED)
2 x 3 x .125 ANGLE CLIP
(CUT 2' LONG) W/ 3-INCH
LEG AGAINST I x 2. CLIP
SHALL HAVE FOUR (4)12
TEKS INTO SIDE OF ROOF
BEAM AND TWO (2) 14 x
2' TEKS (PER ANGLE CLIP)
THRU GUTTER AND INTO 'Z'
GUTTER INSERT (TYP. ONE
ANGLE CLIP ON EACH SIDE
OF EACH BEAM)
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2 x 2 x 3/I6' ANGLE, WITH FOURTT"
(4)'2 TEKS INTO 7NE UPRIGHT I
AND ONE (D 3/8' RED -HEAD I
'TRU-BOLT' WEDGE ANCHOR
INTO 1
SIDE
I x 2 OB BOTTOM FRAME
I x 3 OB SIDE -WALL
UPRIGHT
2 x 3 x 010 EVE RAIL,
TYP. (CONTINUOUS)
J W
BIER N
PLAN VIEW
I x 2 OB TOP FRAME
I x 3 OB SIDE -WALL CORNER
UPRIGHT
Mo x 2' 6M5 SCREW, WITH 5/6'
DIA WASHER (SEE GENERAL
NOTE 3, SHEET 2) TO BE 18-
INCHES, CENTER -TO -CENTER
MAX. SPACING
2 x 2 x 3/16' ANGLE, WITH FOUR
(4) M2 TEKS INTO THE UPRIGHT
AND ONE (1) 3/8' RED -HEAD
'TRU-BOLT' WEDGE ANCHOR
(MIN. OF 4-INCH EMBEDMENT
INTO THE CONCRETE)
I x 2 OB BOTTOM
ELEVATION VIEW
0 0
WALL
—1 x 2 OB BOTTOM FRAME
2 34', MIN. EDGE
DISTANCE-
3 x 3 x .010 FRONT WALL
CORRNER UPRIGHT
10 x 2' SINS 5CREW, WITH 5/8'
DIA WASHER (SEE GENERAL
NOTE'3, SHEET 02) TO BE IB-
INCHES, CENTER -TO -CENTER
MAX. SPACING
MANSARD SCREEN ROOF
BEAM (BEYOND)
2 x 5 x Ve' ANGLE (2-INCHES
LONG) WITH (2) +14 TEKS INTO
TOP OF 2 x 3 EVE RAIL AND
(2) M4 TEKS INTO THE FRONT
OF THE 3 x 3 H FRONT WALL
CORNER UPRIGHT
3 x 3 x .010 FRONT WALL
CORNER UPRIGHT
2 MIN. EDGE
CORNER UPRIGHT DETAIL
NOTE: THIS ATTACIMENT I x 2 OB. SCREEN FRAME,
DETAIL ALSO APPLIES TO TYP.
AS UPRIGHTS IGHTS
A 2 x 2 SCREEN FRAME, A WALL OR COLUMN
W/ THE FASTENER BEING
4' IN LENGTH, TO 1/4' DIA x 3114' TAPCCN
MAINTAIN A 2' MIN TO BE PLACED AT NO MORE
THAN-IS'OG:(RE-GEN-NOTE-•
MIN EMBEDMENT FOR CONC. / CBS. / MASONRY
ALL 7AF'CGNS SHALL SURFACE
8E 2' INTO CGNCREIE.
NOTE: ALL FASTENERS SPECIFIED IN 'COLUM-TO-FOUNDATION' DETAILS
PERTAIN ONLY TO THE FASTENERS TO BE PLACED ON EITHER SIDE
OF COLUMNS. T14I5 DETAIL 15 FOR ALL INTERMEDIATE FASTENERS FOR
1 x 2 SCREEN FRAME TO EITHER CONC. DECK OR CBS. MASONRY WALL,
2x3x.010ROOF
2 x3 x.016 EVER
TYP. (CONTINUOUS)
2 x 5 x Ise' ANGLE (2-INCHES
LONG) WITH (2) M4 TEKS INTO
TOP OF 2 x 3 EVE RAIL AND
(2) M4 TEKS INTO THE FRONT
OF THE 2 x SMB SIDE WALL
UPRIGHT
I x 2 OB TOP FRAME
010 x 2' SMS SCREW, WITH 5/8'
DIA. WASHER (SEE GENERAL
NOTE'3, SHEET 2) TO BE 18-
INCHES,CENTER-TO-CENTER
MAX. SPACING
2 x 5 SMB UPRIGHT (MINIMUM
SIZE FOR ANY UPRIGHT ON A
SCREEN ROOF ENCLOSURE)
DISTANCE
SEE 'MINIMUM FOOTER
TABLES' ON SHEET M
211/a' x Iiz' U-CHANNEL CLIP
ATTACHED TO THE EVE RAIL
WITH SIX (6) 12 TEKS, AND (3)
q2 TEKS INTO EACH SIDE OF
THE 2 x 3 ROOF PURLIN (TO
BE ATTACHED ON THE TOP
END TO THE SCREEN ROOF
BEAM IN THE SAME MANNER
2 x 4 x'is' ANGLE (2-INCHE5
LONG) WITH (2) M4 TEKS INTO
BOTTOM OF THE 2 x 3 PURLIN
AND (2) 74 TEKS INTO THE
BACK OF THE 2 x SMB SIDE
WALL UPRIGHT
x 3 x 210 CHAIR RAIL (TYP)
x 2 x 3A(o' ANGLE, WITH FOUR
(4) 012 TEKS INTO THE UPRIGHT
AND ONE (1) 3/8' RED -HEAD
'TRU-BOLT' WEDGE ANCHOR
(MIN. OF 4-INCH EMBEDMENT
INTO THE CONCRETE)
x 2 OB BOTTOM FRAME
J
5_1DE WALL UPRIGHT DETAIL
U6E WITH ALLOY (oOO5- T ONLYH
BEAM SIZE
2x5-2x6
2x"I-2x8
2x13
2x10
2 x SMB SCREEN ROOF
2 x 3 x 210 ROOF PURLIN
No. OF #14 TEKS
(PER SIDE)
(2) 014 TEKS
(4) 014 TEKS
(5) 014 TEKS
((o) 414 TEKS
0 o1
2 x 5 x IIV ANGLE (2-INCHES I
LONG) WITH (2) M4 TEKS INTO 0 01
TOP OF 2 x SMB BEAM AND
(2) M4 TEKS INTO THE FRONT o o;
OF THE 2 x SMB FRONT WALL
UPRIGHT
I x 2 OB TOP FRAME' j
+10 x 2' SMS SCREW, WITH 5/8'
DIA WASHER (SEE GENERAL
NOTE 3, SHEET 2) TO BE 18-
INCHES, CENTER -TO -CENTER
MAX. SPACING
2 x 5 SMB UPRIGHT (MINIMUM
SIZE FOR ANY UPRIGHT ON A
SCREEN ROOF ENCLOSURE)
DISTANCE
I x 2 OB BOTTOM FRAME -
SEE 'MINIMUM FOOTEF
TABLES' ON SHEET'I
SCREEN ROOF BEAM SHALL
OVERLAP ON THE OUTER SIDE
OF BOTH SIDES OT THE UPRIGHT
(TYP. EACH BEAM -TO -UPRIGHT
CONNECTION) SEE TABLE ABOVE
FOR NUMBER OF 14 TEKS, AS
SPECIFIED BASED ON BEAM SIZE
x 3 x .010 CHAIR RAIL (TYP)
2 x 2 x 3AV ANGLE, WITH FOUR
(4) 92 TEKS INTO THE UPRIGHT
AND ONE (U 3/8' RED -NEAP
'TRU-BOLT' WEDGE ANCHOR
(MIN. OF 4-INC14 EMBEDMENT
INTO THE CONCRETE)
FRONT WALL UPRIGHT DETAIL
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