HomeMy WebLinkAboutEngineeringDE51GN NOTES:
1. ALL DIAGONAL BRACING SHOWN IN 30TH THE ROOF AND
WALL5 SHALL BE 2 x 2 x .093 TU 3E MATERIAL.
2. 18 x 14 MESH SCREEN IS THE MAXIMUM ALLOWA3LE DENSITY
FOR TH15 ENCL05URE'5 DESIGN.
3. DOOR(6) MAY BE PLACED INTO ANY SCREEN WALL PANEL
EXCEPT FOR TH05E THAT CONTAIN DIAGONAL BRACING.
N
on
r-
HjUlLD1NG ®1111SION INSPECTION FOR
ALUMINUM PRODUCTS INCLUDES
ONLY �
VISIBLE C®NC®NNECTiONS AND �'
LL BIDDEN x
DETAILS ARE THE RESPONSIBILITY In
"an CONTRACTOR-
OF THE ALUM""
OVERALL DESIGN COMPLIES WITH THE 200(o
AMENDMENTS TO THE F.B.C. 2004 BUILDING
CODE, FOR 140 MPH WIND LOAD(3-SECOND
GUST), FOR EXPOSURE CATEGORY "B"
THIS SYMBOL REPRESENTS IDIAGONAL
® WINr) BRACING (IN BOTH THE ROOF
AND WALLS), 2 x 2 x .0133 TUBE MAIL.
0 THIS SYMBOL REFRE51=NT5
BEAM SPLICE LOCATIONS —
EXISTING HOST STf2UCTUR�.
PIONEER SCREEN CO., 11
SCREEN ROOF ENCLOSURE FOR:
DEUSHALE RESIDENCE
1605 WEXFORD WAY
PORT ST. LUCIE, FL
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER To
COMPLY WITH ALL APpUCABLS O()®Eg,
I x 2
2x3x-010
2x3x.010
m
m 6�
m
(P
m
m
CV
,yzgE�
(V
c Cy
(V
N
N
N
N
N
2x3x.01ID
2 x 3 x .010
6' 9' I 6' v
B' 6' 8' T 6 I 9' 6 9'
61' O' OVERALL ENCLOSURE WIDTH
— — — — — — — — — -- — — — — — — — — — — — — — — — — — — _� \
\
Ix2
x
x
x
x
x
(TYP) x
x
x
x
CV
CV
CV
CV
CV
N
CV
CV
CV
2x3x.010
I x 2
ZVI
r
�
W
Q�
0.
I
3
�
I
x
� r
�
x
r
�
72,527
stiff Lu01
LDI'v
o i? &,f I j �}s�lory
lM,wsa,���kL�lLyf'�'Jflc
x q F Ate@
`�
I( JJ
`J
°
N a
r
m ao �o
a�ZNo
o
N�_Lon�
O
A
0
Owu-a
ZQ00o
Uro~
o
no
Q
J 0 0)
r. Nq U
r
°
�
W m(i
w
❑
z =
op
Lo
� ° g
I
F �RIC�TION / INSTALLATION REQUIRED GUIDELINE5:
NOTE: ANY JOBS THAT REQUIRE 51TE-SPECIFIC DESIGN / ENGINEERING MUST BE
SUBMITTED TO THE ENGINEER OF RECORD FOR 5UCH DE51GN CON511DERATION
PRIOR TO THE JOB BEING PERMITTED, FABRICATED OR INSTALLED. LEAD-TIME5
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 4
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 DE51GN
DRAWINGS.
4. THERE SHALL BE NO SCREENING UTILIZED THAT 16 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 H16
EMBOSSED SEAL,
5. ALL SCREEN ROOF ENCL65URE5 MUST BE POSITIONED ON THE EDGES OF THE
CONCRETE DECK 60 THAT THE OUTER SURFACE OF THE SCREEN FRAME 15 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.
/a. ALL ROOF PURLIN5 IN THE ROOF AND CHAIR RAILS IN THE WALLS SHALL NOT
EXCEED 6-FEET CENTER - TO - CENTER SPACING (SEE 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 SEVEN-INCH STRUCTURAL
GUTTER, A$ IT 16 NOT PERMITTED, OR STRUCTURALLY ADEQUATE UNDER THIS ENGINEERING.
THE ITEMS BELOW MUST BE SUBMITTED TO THE ENGINEER
OF {RECORD PRIOR TO MEASURING 4 LAYOUT, FA5RICATION
OR INSTALLATION FOR THE .REQUIRED 51TE-SPIEGIF.IG DESIGN.
I. ANY SCREEN ROOF ENCLOSURE THAT UTILIZES ROOF BEAMS THAT EXCEED 40,FEET IN SPAN, AT
ANY POINT ON THE ENCLOSURE.
—2-.ANY SGRE�N ROOF ENCLOSURE -THAT UTILIZI-S-WALL COLUMNS -(UPRIGHTS) THAT EXCEED 12-FEET
IN HEIGHT AT ANY POINT ON THE ENCL05URE.
3. ANY ENCLOSURE THAT UTILIZES ANY CARRIER BEAM (A BEAM THAT ACTS AS. SUPPORT FOR ANY
OTHER SCREEN ROOF BEAM) AT ANY POINT ON THE ENCLOL5URE. NO CARRIER DEAM SHAD. BE
PERMITTED TO BE MOUNTED TO THE FASCIA OF ANY HOST 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 CONST., AS
THERE 16 NO WAY TO CERTIFY THE ABILITY OF A H05T STRUCTURE THAT WAS ONLY BUILT TO WITH-
STAND 110 MPH WIND LOADS OR LESS, (AS WAS REQUIRED UNDER PREVIOU6 BUILDING CODES) TO
RESIST THE IMPOSED LOADS OF AN ENCLOSURE THAT 15 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 "12 TEKS INSTALLED THRU
THE SNAP OR LAP CONNECTION
AT IS INCHES ON CNTR. (TYP).
THESE TEK 6CREW5 ARE TO BE
PLACED ON BOTH EDGES OF
THE UPRIGHT (BOTH THE INNER
AND. THE OUTER EDGE) IN ALL
CASES. THI5 SPECIFICATION
APPLIES TO UPRIGHTS AND
BEAMS BOTH.
MINIMUM FOOTER T45LE5
ON -7
MAX. BM,
FOOTER
S AN
O'x8'WITH
(U 050 CONT
to 38'
(1),050 CONT.
UP TO 41'
10' x.12' WITH
(1).050 CONT.
UP To 48'
121.x12'WITH
CONT
UP TO 55'
ISOLATED
MAX. BM.
FOOTER(-)
51-AN
127x 12' WITH
l2)So CONT.
UP TO 30'
12' x IV WITH
(2) O5O CONT.
31' TO 39'
14'xNo' WITH
(2) 050 CONT.
40'ro44'
IV x 16' WITH
44' TO 52'
(2) 05� CONT.
IF A J05 EXCEEDS THESE PARAMETERS, THE FOUNDATION
MIDST 6E SITE -SPECIFICALLY DESIGNED BY THE ENGINEER
MONOLITHIC FTG. LOAD CAPACITIES ARE BASED
ON A MIN. OF 3 FEET OF CONT. CONCRETE, 2,500 P51
MINIMUM, W/ WIRE OR FIBERMESH REINFORCEMENT
()ISOLATED FOOTER6 MAY BE USED
ON EDGE OF EXIST, CONC. 6LA5
OR UNDERNEATH THE PERIMETER
OF BRICK PAVER DECK (ALL SIDES)
THE ENGINEER OF RECORD WILL NOT 5E 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 'THICKNE5 i', FOOTER SIZES AND
THE SIZE AND QUANTITY OF STEEL RE -BARS
THAT, WOULD BIH REQUIRED UNDER THE -
GURRENT BUILDING CODE STANDARDS.
SCREW SPACING AND EDGE DISTANCE SPEC.'S
THIS TABLE 15 BASED ON THE PROPERTIES OF C-1022 LOW CARBON STEEL SMS
AND SELF -DRILLING (TEK)"SGRI=WS, WHICH -ARE AN INDUSTRY, STANDARD SCREW.
SCREW SIZE
NOMINAL 56REW
DIAMETER (IN.)
MIN. EDGE
DISTANCE
MIN. CENTER -TO -
CENTER DISTANCE
06
0.156
5/16'
1/I6'
$10
0J88
-3/6,
1/2'
012
0.219
1/2 °
1 5/6'
014
1 0,250
1 5/8'
1 3/4'
INTERNAL CONNECTION SPECIFICATION (UTILIZING SCREW 5055ES)
ALL INTERNAL CONNECTIONS UTILIZING THE EXTRUDED SCREW BOSSES SHALL HAVE
010 SM5 SCREWS, WITH A MINIMUM EMBEDMENT INTO THE SCREW BOSS OF 1 3/4" (UNLE55
OTHERWISE SPECIFIED ON ANY CONNECTION DETAIL). ALL SCREW 15055E5 IN A GIVEN
EXTRUSION MUST BE FILLED (EXAMPLE: THE 2 x 3 x .0-10 CHAIR RAIL / ROOF PURLIN
THAT H45 SIX SCREW BOSSES, MUST HAVE SIX OF THESE #10 5M5 SCREWS INSTALLED
AT EACH END OF THAT COMPONENT, AT EACH CONNECTION).
SCREEN PANEL INSTALLATION SPECIFICATION,
PLEASE NOTE THAT ALL SCREEN PANEL OPENINGS (BOTH ROOF AND
WALLS) SHALL BE INSTALLED ON ALL FOUR 51DE5 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 SPECIFICATION:
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 15 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
THI5 DESIGN. THE ANCHORS TO BE USED FOR APPLICATIONS
SPECIFIED IN THIS ENGINEERING DESIGN PLAN. ARE AS
FOLLOWS:
1/4' DIA FASTENERS: RED HEAD ITW TAPCON (SEE INDIVIDUAL DETAILS
FOR MINIMUM. EMBEDMENT DEPTH INTO CONCRETE)
3/6' 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)
3/6' LARGE DIAMETER TAPCON (LDT) (SEE INDIVIDUAL
DETAILS FOR QUANTITY OF FASTENERS NEEDED)
(MINIMUM EMBEDMENT SHALL BE 21i2' 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 DESIGN SPEC.'S
ARE THE RED HEAD TRU BOLT WEDGE ANCHOR (3/8' x I'), WHICH BASED
ON 1/6' ANGLE, I x 2 OB., 2111$' THICK BRICK PAVER AND A MAXIMUM MORTAR
BED THICKNE65 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 MU5T-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)
DE61GN_DISCLAIMER Vj
THEME 15 NO CERTIFICATION, EITHER EXPRESSED OR IMPLIED, IN THI5 ENGINEERING DESIGN DOCUMENT
REGARDING THE ABILITY OF ANY H05T STRUCTURE TO RE515T THE BUILDING CODE SPECIFIED DESIGN
LOADS IMP05ED 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 H05T 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 15 EVEN POSSIBLE.
0
LE
0�
a innu�ti
m S u lca
r
� lime
BOO OR
uw
>�z�
0 Co
W cl
>
® i W
o�e
Lu c
F0.�l ILZU
cl)
®Or
I= ps �
gLJZ®-LL
L1J
- � w-
LaJ
o Lai
0)
=c)�
.GENERAL NOTES AND DE51GN PARAMETER&
I. THE OVERALL- DESIGN COMPLIES WITH THE 2006 AMENDMENT TO THE FLORIDA BUILDING CODE 2004 (CHAPTER
16 AND 20), AND 15 BASED ON THE FOLLOWING PARAMETERS:
A. WIND SPEED: 140 M.P.N., 3-SECOND GUST
5. EXPOSURE CATEGORY V
C. DESIGN PRE55URE5 AS FOLLOWSs
a) SIMULTANEOUS WIND LOADING 9 (b P.S.F. FOR SCREEN ROOF AND 21 P.SP. FOR SCREEN WALLS
b) 300 L5 LOAD APPLIED VERTICALLY DOWNWARD 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 30-FEET
E. ALLOWABLE DEFLECTION OF 'L / 60% AS SPECIFIED I TABLE 01610.1, FOR NON -HIGH VELOCITY HURRICANE
ZONES.
F. CONTINUOUS LOAD PATH IS PROVIDED, -- - _- -�
2. MATERIALS (UNLESS OTHERWISE SPECIFIED BY THE ENGINEER OF RECORD):
A. ALL EXTRUSIONS SHALL 5E ALUMINUM ALLOY 06063-T6 (NOTE THAT THE SPLICE PLATE MATERIAL MAY
BE EXTRUDED FROM ALLOY %06146, IF THIS MATERIAL 15 MORE READILY AVAILABLE TO THE
CONTRACTOR) (SEE COMPONENT 5HAPE5 AND SIZES AT RIGHT).
B. FASTENERS SHALL BE ALUMINUM ALLOYS 1024-T4 4 101546,,DOUI3LE CAD -PLATED STEEL, HOT -DIPPED
GALVANIZED STEEL, OR 300-6ERIE6 STAINLESS STEEL. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO
PROVIDE THE APPROPRIATE MEANS FOR SEPARATION OF D1551MILAR MATERIALS AS THEY ARE DEFINED IN
SECTION *1003.8.4. 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.
G. 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 EXTRU51ON SHALL HAVE A 5/8-INCH DIAMETER WASHER, MINIMUM (UNLESS OTHERWISE SPECIFIED
BY THE ENGINEER OF RECORD), AN[) SHALL BE NO MORE THAN IS -INCHES 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(5) MAY BE LOCATED IN ANY SCREEN WALL PANEL, EXCEPT FOR THOSE THAT CONTAIN
DIAGONAL WINE) BRACING CK-5RACING9.'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 DE516N CERTIFICATION PURPOSES WHEN ALL SHEETS OF ANY SUBMITTED,SET BEARS
THE _.ENGINEER'_S ORIGINAL SIGNATURE (IN BLUE INK), UNDER HIS EM5055ED SEAL. S.D.Q., INC. SHALL NOT
BE RESPONSIBLE FOR NON -ORIGINAL COPIES THAT Al`E SUBMfTTBD, THAT NAVE AN1-UNAUTHORIZED
CHANGES, ALTERATIONS OR DELETIONS ON THEM,
1. THESE ENGINEERING DETAIL DRAWINGS ARE ONLY VALID IF THE DATE ACCOMPANYING THE ENGINEER'S
ORIGINAL SIGNATURE 15 LESS THAN 90 DAYS OLD. NO BUILDING OFFICIAL OR BUILDING DEPARTMENT
SHOULD ACCEPT COPIES THAT ARE OLDEN THAN THIS, AND SHOULD REQUEST THE SUBMITTING CONTRACTOR
OBTAIN UPDATED / CURRENT ENGINEERING.
8. ALL ENGINEERING SPECIFICATIONS AND DETAIL DRAWING CONTAINED WITHIN THIS ENGINEERING DOCUMENT
ARE THE SOLE PROPERTY OF BD-Q., 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 B.D.Q., INC., WITHOUT EXPRESS WRITTEN
AUTHORIZATION FROM B.p.Q., INC, AND THE ENGINEER OF RECORD.
WALL COLUMN SCHEDULE (ALLOW. COLUMN HEIGHTS VS. WALL PANEL WIDTH)
LI60 MAX. ALLOWABLE
DEFLECTION (140
MPH, EXP. "B', 21 P.S.F. DESIGN LOAD)
DIMENSION?,IEI.
vs�
L PANEL
WIDTH (DESIGN
PRESSURE a 21 PSF)
512�
Tf
Tw
'6'
7(r
V6'
V0"
5W
V0"
46'
N0'
.100
.045'
8'
8' 3',
8'T9'0'9'5'
9'11,
10'5'
2x5
A16
.050'4'
9' S'
10' 0'
10'5'
10'11-
11'5'
12'0'
12-9'.120
.050g'
S'
I
10, 5'
10'9'
11'3'
11'10'
12'5'
13'2'
2x7 L
.120
.0570'6
I0'11'
II'Y
II' T
12'3'
12'll'
13'6'
14-4-
2X8 L
.224
.072
126
12' II'
133'
13' 9'
14' 4'
15101
18' 10'
IT 10'
21' 0'
W L L
.209
.072
15' 0'
15' T
1(9' 1'
16' 8'
11' 4'
IS, 2'
19' 0'
20' 0'
21' 2'
2x9 L H
.306.1
.082
18' 1'
IS'2'
NTH'
20' 1'
21' 5'
22' 4-
23' S'
24161,
20 2'
2x10 L
.389
.092
22' 0'
22' 9'
23' b'
24' 4'
2V 4'
26' 5'
21' 8'
29' I'
30' 9'
�7
J
Tf
Tw
4LI 11
1- 21
SELF -MATING CV)-
COMPONENT 6HAFE 5 AND 5PEC IF I GAT I ON5 093
N
2'
.044 .040
� M
3' 2'
2' Ix30.B. Ix20.R.
2x3"H" 3x3'14'
THE ACTUAL VALUES FOR 'Tf' (FLANGE THICKNESS) AND 'Tw' (WE5 THICKNESS) FOR THE VARIOUS
-- 61ZE SELF -MATING MATERIAL ARE INDICATED ON THE UPRIGHT HEIGHT AND BEAM SPAN TABLES.
I V1G7 GYC11/-TI ICC IIIITI I
w
HOST STRUCTURE WITH
STRUCTURAL GUTTER
MANSARD ROOF BEAM SPAN
zr
MANSARD 5 EAM SPANS ARE BASED
ON A MAXIMUM SPLICE' ANGLE OF 30'
FOR HALF -MANSARD BEAM SPANS, USE
VALUES 5HM IN 'MANSARD REAM
SPAN TABLE (SAME MAX, SPLICE ANGLE
iil
(30') APPLIES TO HALF -MANSARD BEAMS)
_JLu
yJ
a<
HOST STRUCTURE WIT
STRUCTURAL GUTTER
PEAK / GABLE ROOF BEAM SPAN
x. '"'
{
�e �'
0 No t a
x 2 x .CS3 TUBE
IDIAG, BRACING
BEAM SPANS AND COLUMN SIZES ON THIS SHEET ARE BASED ON 61MULTANEOUS
LOADING, AS DEFINED IN TABLE 12002A, F.B.G. 2004, FOR 140 MPH -WINDS, FOR __
EXPOSURE CATEGORY 'B' (21 P.5F. WALLS, 6 P.5F. ROOF, 3001_15 CONCEN, LOAD)
FLAT SIMPLE
ROOF BEAM SCHEDULE MRAT BEAM, LOWX(140MPH, ExP03 %I
DIMENSION
ROOF PANEL WIDTH vs BEAM SPAN (FOR MAX. WALL HEIGHT
OF
IV 0)
SIZE
Tf
Tw
8'W
7'6'
T0'
V6'
1 V0'
S6°
I S0'
4'6"
NW
2x4 L
.100
.045
ITS'
WY
13' V
14' 4'
15' 0'
15'a'
16' 5'
11' 4'
"11' 11'
2x5 L
.110
.050
15' S'
16' 4'
IT O'
ITS'
16' 4'
19' 2'
20121
21' 3'
22' T
2ss6 L
120
AM
16' 4'
IT 0'
ITT
IS' 2'
IS' 0'
IS' II"
20' 9'
22' 0'
23' 3'
2x7 L
.120
.057
1& 0'
16' 5'
IS' 2-
IS' 11-
20' 8'
21' 8'
22' T
24' 0'
25' 4'
2x6 L
.224
A72
22' 0-
22' S'
23' 5'
24141
25' 4'
26' 5'
2T V
29' 2'
30' 9'
24 L
209
072
26' 9'
21' 1'
28' 6'
29' 1'
30' T
32,21
33' 8'
35' 4'
31' 5'
2xeL
308
.052
33' 2'
34' 3'
35' 5`
36' T
38' 2'
39' 9'
4117
43' T
46' 2-
2x10 L
389
.092
3V 2'
40' 4'
41' 1'
43' 2'
44' 9'
46' 1'
48' T
51' 0'
53' 9'
0) REPRESENTS SPAN VALUES THAT ARE DEFLECTION -LIMITED
BEAM SPAN CALCULATION NOTE:
THE SPANS IN,THESE TABLES ARE BASED ON BOTH THE HOST STRUCTURE
MOUNTING POINT AND WALL.HEIGHT,5EING THE SAME MEASUREMENT
MMSARD / CENTER PEAK (GABLE) ROOF BEAM SCHEDULE La MAX. (14o mr4i, aw. B')
'"THIS SPAN TABLE IS LIMITED TO AMAXIMUM VERTICAL RISE OF 3' w mrr
DIMENSION EL WIDTH ve BEAM SPAN (FOR MAX. WALL HEIGHT OF e' 01
SI2E
Tf Twi
VIV S' TO' 6'6' V0" VS" S(r V6" 4'0'
2x5 L
.116
1 .050
91601
10, 6'
12' T
14' 9'
2x6 L
.120
.050
10 0'
II' 10'
14' 0'
16' 0-
_ 2x7 L _
_A20_
_.057-
_ _
_ -
_8_ 3_
1010,
II' 8'
13' 4' _
15' 2_
_ I1'- 0_..19'
2'
24 L
224
.072
14- 0'
15' 2'
16' 4'
11- 9'
IS' 2-
20' T
22' 4'
24' 3-
26' 4-
-
209
.072
22' 0'
23' 2'
24' 6'
26- V
21' 1'
29' 6'
31' 5'
33' 11'
24 L (H
306
1 .Q82
26' 9'
LJV I'
31' 5'
32' II'
34' 6'
36' 4'
38' 6'
40- 8'
43' 6'
3l' 2'
38' 6"
40' 2'
42' O'
1 44' 2'
46' 3'
1 48' II"
1 51' 8'
MANSARD / CENTER PEAK (WILE) ROOF BEAM SCHEDULE um MAX (140 MPH, E*. v)
'APHIS
SPAN TABLE IS LIMITED TO A MAXIMUM VERTICAL RISE OF 3' 0° (361.
DIMENSION ROOF PANEL WIDTH va BEAM SPAN (FOR MAX. WALL HEIGHT OF 12 0n
SIZE
Tf Tw
WW 7'S' T0" V6" C0" S6" 60' 4'6" VW
20 L
.116
1 .050
'
3::�.6.
216 L
.120
.050
2x7 L
.120
.057
11101
14' 2'
2x8 L
224
.072
8' 0'
10' 2'
12' 2'
14' 3'
16' 3'
IS' 4'
20' 1-
23' 2'
2x9 L L
.209
.072
16' 2'
11' T
IS' 2'
20' 9'
22' 6'
24' 5'
2ro' 6'
28' 9'
31, V
2x9 L (H)
.306
.082
25' T
21' 2'
28' 1'
30' 3'
32' 2'
34' 2'
36' V
38' 9'
41' 6'
2x10 L
.389
1 .092
1 33' 3'
1 34' 9'
36' 5'
1 38' 2'
1 40' 1'
1 42' 3'
44' 1'
1 41' 2'
MANSARD / CENTER PEAK GABLE ROOF.®EAM SCHEDULE um MAX. (14o MPH, Em v)
*THIS
SPAN TABLE IS LIMITED TO A MAXIMUM VERTICAL RISE OF TO' (36°)`
DIMENSION ROOF PANEL WIDTH vs BEAM SPAN (FOR MAX. WALL HEIGHT OF 1@' 0�
SIZE
Tf
7'6" T0' 6'6° &0" S6° 5'0" V6" 4'0"
2x7 L
.120-
2x8 L
.224
10' 0'
13' 2'
16' 3'
2x9 L L
209
2.072S'4'
11' 9'
14' 0'
IV 3'
I8'5'
20-1-
23'2'
25'9'
28'6'2x9
L (H
.308
23'8'
25'6'
2T5'
29'W
31'6'
33'11-
36'(V
39'1'2x10
L
.389
32' 3'
34' 0'
35' II'
31' II'
40' 2'
42' 8'
45' 5'
48' 8'
aga
o
Q
� c a
e�� 9Q
� Le
8WLL
W
Lu
z RE: CL
0
z I=
�Z®-ILL.
®Lu
Lu
co uj
2 LLu
CD
UMLU
"Ldcgt
O L4 .e H
MANSARD BEAM SPANS OF LESS THAN 8' 0- ARE OMITTED FROM THIS TABLE
O- INDICATES WALL PANEL TWAT SHALL
HAVE DIAGONAL "K"-BRACING IN IT
UP TO 8' WALL HGHT
EXIST. HOST STRUCTURE
UP TO 16'
BEAM SPAN
-- -- EXIST. HOST STRUCTURE
(o' TO 24'
BEAM SPAN
24'TO31
P EAM BRAN
32' TO 40'
BEAM SPAN
EXIST. HOST STRUCTURE
NUMBER OF PANELS
VARIES
0' TO 12' WALL HGHT
EXIST. HOST STRUCTURE
EXIST: HOST STRUCTURE ---
EXIST. HOST STRUCTURE
-AITOTAL NO. OF BAYS VARIES
THREE (3) BAYS ON EACH
END OF OUTER -MOST WALL
SHALL HAVE DIAL. BRACING
EXIST, HOST STRUCTURE
TOTAL NO. OF BAYS VARIES
THREE (3) EAY5 ON EACH END OF
OUTERMOST PANELS AND TWO (2)
PANELS IN SECOND OUTER -MOST
ROW OF PANELS SHALL HAVE THE
DIAGONAL GRACING (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 .OS3 WALL THICKNESS TUBE, AND SHALL BE CUT TO
FIT SNUG, WITH NO PLAY OR SHIFT IN THE BRAGIN6.
SEE DETAILS AT RIGHT FOR CONNECTION SPECIFICATIONS
DE516N NOTE: ALL THRU-BOLTS PA68INO THROUGH ANY ALUMINUM
MATL. WITH A WALL THICKNESS LE58 THAN .090, SHALL HAVE A Ilis-INCH
(OUTSIDE DIA.) FENDER WASHER (SEE GENERAL NOTE *2 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 ATTACHES TO THE SELF -
MATING SCREEN ROOF BEAMS) WITH THE THRU-501_T5 ONLY PA551NG
THROUGH ONE HALF OF THE BEAM. THIS 16 A STRUCTURALLY ADEQUATE
ALTERNATIVE, AND WILL PERMIT INSTALLATION OF THESE ANGLE CLIPS
IN THEIR SHOf',_pURING FABRICATION (POSSIBLY SAVING TIME DURING
INSTALLATION IN THE. FIELD).
o
UPPER ANGLE CLIP TO BE PLACED
AT.5AME ANGLE AS THE MANSARD
LEG OF THE SCREEN ROOF BEAM
DIO EVE RAIL
2 x 2 x 1/6' ANGLE CLIP, CUT
AT A 45' (+/-) ANGLE AND
ATTACHED TO THE 2 x 3 x
.010 EVE RAIL WITH ONE (1)
114, DIA. THRU-BOLT, WITH
FENDER WASHER (SEE
DESIGN NOTE ABOVE
2 x 3 x .010 SCREEN
ROOF FURLIN
rj
NOTE:
ALL DIAGONAL BRACING SHALL BE ATTACHED
VIA THE 2 x 2 x I/s" ANGLE CLIPS, A5 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 PURLIN5
2x3x.010SCREEN
�
ROOF PURLIN 2 x SM5 SCREEN ROOF
BEAM (rYP)
SPLICE JOINT
2 x 2 x lib' ANGLE CLIP, CUT
AT A 45' (+/-) ANGLE AND
ATTACHED TO THE SCREEN
ROOF BEAM WITH ONE (1)
114' DfA. THRU-BOLT, WITH
® FENDER WASHER(5EE
DESIGN NOTE ABOVE
- - -- -- - 2 x 2 x 0b3-DIAGONAI— ROOF BRACE ,-CUT-------
AT 45" ANGLE (+/-) AT EACH END AND
ATTACHED TO EACH ANGLE CLIP WITH A
1/4' DIA. THRU-BOLT, AS SHOWN
TYPICAL ANGLE ARTICULATION
TO CREATE UPWARD ANGLE
OO
E=l602
lH 0
a;s-
® w
m
Lu
w
®�®W'
im r
�FERiE
0 ca
Uj:zCL LL
_® u', <)
CL0�Lu
0���
CL
Lq F2
cyP,6!�
Owe <�§
jcda o
f
X4 TEK SCREW
(TYPICAL)
CIFIC
� Y i
w
a a
\4
_ o bib b —
0
cv-
0 0 -0 CD 0 0 0w
1 0
0 0 0 0 w
11
0 o 0 o o 0 0 0 _
10 0
0
10
N
SPLICE PLATE MATERIAL Y
SHALL. BE 1/4' THICK (MIN.)
AND BE EITHER 06063-T6
OR 06061-T6 ALLOY
EAM 5PLICE DETAIL (2' x 8 BEAM5 AND LARGER)
W4 TEK
o�
o 0
-a
0 0 0
1
a
0
0 0 0 0
0C
0
1,
0
SPLICE PLATE MATERIAL
tN
t�1p SHALL. BE 3/16'THICK (MIN.)
AND BE EITHER 06063-T6
Off #6061-T6 ALLOY
IBEAM 5FLICE DETAIL (2 x. I
ISEAM5 AND 5MALLER)
QO
U
w
�
TYP. ROOF
z -
-- - T
SPLICE PLATE TOLERANCE NOTE:
BEAM
o.
ALL SPLICE: PLATFS (ALUMINUM
ALLOY %063-T6 ar 060(o1-T6)
AL 3/16'
TYPICAL
IC
SHALL 6F CUT TO BE +0.000 /
-0.0625, AS INDICATED IN THE
THICK
SCHEMATIC DRAWING AT LEFT
SPLICE PLATE
D IA60NAL WALL BRACING ( III/ II 5RAGIN ) EDETAI�
2 x 3 x .010 ROOF 2 x SM5 SCREEN
PURLIN r-�- ROOF SEAM
""—I x 2 Op TOP
aM yA5 'A' BELOW, SCREEN FRAME
JUST EVERSED
2 x 2 x .OS3 TUBE
DIAGONAL BRACE
3
3 x 3 : .010 H
CO R UPRIGHT
2 x 3 x .010 CHAIR
RAIL
3 TUB E
DIAGONAL BE_ RAC
If A II
4-INCH x 4-INCH x
.010 PLATE, WITH
(4) °12 TEKS IN THE
3 x 3,(3) 012 TEKS
IN THE BOTTOM I
x 2 AND (3) "12 TEK
IN THE 2 x 2 BRACI
3X3'H
COLUMN
2x2x.093T
DIAGONAL Bf
I x 2 BOTTOM
SCREEN FRAh
DETAIL "A°
(OUTSIDE)
(IN5IDE)
I x 2 OB BOTTOM
SCREEN FRAME
3-'H' CORNER - -
ILUMN
2 x 2 x .093 TUBE
DIAGONAL BRACE
I x 2 BOTTOM.
SCREEN FRAME
2 x SM5 l
1 WY 11
I -INCH x 3-INCH x
.093 ANGLE, CUT 4-
INCHES LONG, WITH _-
(3) 12 TEK5 IN THE
3 x 3, 1(3) M2 TEKS
IN THE BOTTOM I
x 2 AND (3) �2 TEKS
IN THE 2 x 2 BRACE
DETAIL 13'
2 x 2 x ,093 TUBE
DIAGONAL BRACE
0 0
2x3x.010 ° ° O
CHAIR RAIL 0
O O 00
0
2 x 2 x .093 TUBE 00 o
DIAGONAL BRACE O 0
_2_x_5_5MB_UPRIOHT= -� _
(MINIMUM SIZE) (OUTSIDE)
2 x 2 x .CS3 TUBE -
DIAGONAL BRACE
2 x 5 SM5 UPRIGHT co
(MINIMUM SIZE)
2 x 3 x .010
-t,
CHAIR RAIL
2x2xD133TUBE -
DIAGONAL BRACE
0
0
0
at
O
t=
9�w �
oo�
�0
U. p
L �I W WU.
S
4-INCH x 10-INC14 x O
.010 PLATE, WITH CI)
412 TEKS IN THE 6M5 to a
UPRIGHT, (3) 012 TEKS 0
IN THE CHAIR RAIL
AND (3) 012 TEKS IN
EACH 2 x 2 BRACE
2x3X.010
CHAIR RAIL
I -INCH x 3-INCH x
.093 ANGLE, CUT 4-
INCHES LONG, WITH
(3) N2 TEKS IN THE
SM5 UPRIGHT AND
(3) 012 TEKS IN THE
2 x 2 BRACE
—2 x 3 x .010
CHAIR RAIL
I -INCH x 3-INCH x
.093 ANGLE, CUT 4-
INCHE5 LONG, WITH
(3) 012 TEK5 IN THE
SMB UPRIGHT AND
(3) 012 TEKS IN THE
2 x 2 BRACE
LLJ CL
�w�..
U a. Lu
® 1=
an
SCREEN ROOF ENCLOSURE -T0- HOST STRUCTURE ATTACHMENT E)ETAIL
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. FA5TENER6 (FROM THE EDGE OF THE
ANGLE) OF ONE- INCH,-AND*MAINTAINS A SIX=INCH-MIN-----
CENTER-TO-CENTER DISTANCE FOR THE MAX. SIZED
CONCRETE ANCHORS-(-3/8" x-31/2') - -
CAP (TYP)
HOST C.B.S. WALL (TYP)
TYP SCREEN ROOF BEAM
I x 2
2' x 3' x ,125' ANGLE W/ (4) fl2
TEKS, TYP. EACH SIDE OF BEAM
F45CIA REINFORCEMENT DE51GN 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 TRUSS TAIL (WHERE THE PROPOSED SCREEN ENCLOSURE 15 BEING
INSTALLED). -THESE TRUS5 TAILS MUST -BE- PILOT -DRILLED -WITH A 5/32" DRILL --
BIT TO PREVENT SPLITTING THE END OF THE TRU65 TAILS. IT SHALL BE THE
REPSONSIBILITY OF THE INSTALLING CONTRACTOR TO ENSURE ,THAT -THIS STEP
15 COMPLETED, AS SPECIFIED, PRIOR TO ANY IN5TALLATION' TAKING PLACE. _
FASTENER SHALL BE 1/4' x 3 1/2'
RED -HEAD ITW TAPCON FOR ALL
2' x 6' BEAMS AND SMALLER. FASTENERS
SHALL BE 3/8' DIA, FOR 2' x 1' BEAMS
AND LARGER (SEE DESIGN NOTE ABOVE
REGARDING 3/8 FA5TENER SPACING)
WALL ATTACHMENT
10-INCH LONG 025 THICK) EXTRUDED—
'Z' GUTTER INSERT, TYP CENTERED ON
EACH ROOF BEAM, WITH FOUR (4) 010
TEKS THRU TOP LIP OF GUTTER
1/4' x 21/4' LAG5, FOUR (4)
IN EACH 10-INCH INSERT
AND AT 24' O.C. (MAXcl
SPACING) IN THE REST
OF THE GUTTER (PILOT -
DRILL FASCIA W/ 5/32" C.
BIT TO AVOID SPLITTING)
FA5CIA REINFORCEMENT
5PECIFIC,ATION6
1/4' x 4' LAG SCREW, TO
BE INSTALLED INTO THE
END OF EVERY TRUSS
TAIL WHERE A SCREEN
ENCLOSURE WILL BE
ATTACHED. THE TRU65
TAIL SHALL BE PILOT -
DRILLED WITH A 5/92'
DRILL 51T (TO PREVIEW
SPLITTING THE END OF
THE TRUSS TAIL)
SEE 'SNAP / LAP CONNECTION'
NOTE ON SHEET I FOR SPEC: S
5' STRUCTURAL ' L--I x 2 SCREEN
GUTTER (CONT.) FRAME (TYP)
PLAN VIEW
2 x 3 x .125 ANGLE CLIP
(CUT 2' LONG) W/ 3-INCH
LEG AGAINST I x 2. CLIP
SHALL HAVE FOUR (4) 012
TEKS INTO SIDE OF ROOF
REAM AND TWO (2) 014 x
2' TEKS (PER ANGLE CLIP)
THRU GUTTER AND INTO 'Z'
GUTTER INSERT (TYP. ONE
ANGLE CLIP ON EACH SIDE
OF EACH BEAM)
TYP. 2 x SCREEN ROOF
REAM (MAY BE FLAT
OR SLOPED)
Tft= IAII. ( IF')
2 x FASCIA
BOARD (TYP)
NOTE: FASCIA ATTACHMENT REQUIRES A 2 x FASCIA
BOARD (MINIMUM). A 'I x' FASCIA 15 ONLY ADEQUATE
FOR THIS INSTALLATION WHEN THERE 15 A 2 x SUB-
__ -_-FASCIA BEH-INP IT. IN THIS CASE, THE: LAGS MUST _
PENETRATE THE SUB -FASCIA 11/2' (MIN. EM5EDMENT).
IT SHALL BE THE RESPONSIBILITY OF THE SCREEN
CONTRACTOR TO VERIFY THE PRESENCE OF- THIS
5U5-FA5CIA.
YF.1-
CAP (TYP)
TYP SCREEN ROOF BEAM
I x 2
2' x 2' x .125' ANGLE W/ (4) 012
TEKS, TYP, EACH SIDE OF BEAM
1/4' x 2 1/2' LAG SCREW TYP. I
EACH SIDE OF BEAM (2' x (o' BEAMS
AND SMALLER) 3/8' x 2 1/2' LAG
SCREW (2' x 1' BEAMS AND LARGER)
NT
am=INCH LONG 025 THICK) EXTRUDED SEA "SNAP SAP CONNECTION'
"z' GUTTER INSERT, TYP CENTERED ON NOTE ON SHEET I FOR SPEC.'S
EACH ROOF BEAM, WITH FOUR (4) 010
TEKS THRU TOP LIP OF GUTTER
2 x HOUSE FASCIA �\
(SEE FASCIA NOTE
ABOVE) 7_
1/4' x 21/4' LAGS, FOUR (4) --�
IN EACH 10-INCH INSERT
AND 24" O.C. (MAX.
SPACININ G) IN THE REST
OF THE GUTTER (PILOT
DRILL FASCIA W/ 5/32'
BIT TO AVOID SPLITTING)
I x 2 x .093 ANGLE SPACER -
(FOR ANGLED FASCIA BD.
ATTACHMENT), ATTACHED
W/ TWO (2) ROWS OF 010 TEKS
(STAGGERED), EACH ROW AT
18' O.C, (MAX. SPACING)
5TRUCTURAL GUTTER CONNECTI
0 0
o G
0
0
U-CHANNEL
CAP (TYP)
I x 2 SCREEN
FRAME (TYP)
5' STRUCTURAL
GUTTER (CONT.
5ECTION VIEUJ
F I
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) 012
TEKS INTO SIDE OF ROOF
BEAM AND TWO (2) 014 x
2' TEKS (PER ANGLE CLIP)
THRU GUTTER AND INTO 'Z'
GUTTER INSERT (TYP. ONE
ANGLE CLIP ON EACH SIDE
OF EACH BEAM) -40
.. o cc
;5
w
W
CM
u
�c a
03
o w
v
uj
�R$
Ow
L�®
-®ww �to
co Z. UJI
0—
6
2 x 2 x 3/16' ANGLE, WITH FOUR
(4) 012 TEKS INTO THE UPRIGHT
AND ONE (1) 3/6' RED -HEAD
'TRU-BOLT' WEDGE ANCHOR
(MIN. OF 4-INCH EMBEDMENT
INTO THE CONCRETE)
SIDE WALL
7
tu
Lu
I x 2 OB BOTTOM FRAMEw
I x 3 05 51DE-WALL CORNER
UPRIGHT
%K
Q
FLAN
VIEW
2 x 3 x .010 EVE RAIL,
TYP. (CONTINUOUS)
I x 2 OB TOP FRAME---'
I x 3 05 SIDE -WALL CORNER -
UPRIGHT
010 x 2' SM5 SCREW, WITH 5/8' "
DIA. WASHER (SEE GENERAL
NOTE 03, SHEET 02) TO BE IS -
INCHES, CENTER -TO -CENTER
MAX. SPACING
2 x 2 x 3/I(o' ANGLE, WITH FOUR
(4) 012 TEKS INTO -THE UPRIGHT
AND ONE (I) 3/8' RED -HEAD
'TRU-BOLT' WEDGE ANCHOR
(MIN. OF 4-INCH EMBEDMENT
INTO THE CONCRETE)
I x 2 OB BOTTOM FRAME
ELEVATION VIEW
FRONT WALL
I x 2 OB BOTTOM FRAME
2 3i4', MIN. EDGE
DISTANCE
-
__3 xv x .010 FRONT WALL
CORNER UPRIGHT
0 x 2' SM8 SCREW, WITH 5/81-
IA. WASHER (SEE GENERAL
NOTE 03, SHEET w2) TO BE IS -
INCHES, CENTER- TO -CENTER -
MAX. SPACING
MANSARD SCREEN ROOF
IBEAM(5EYOND)
2 x 5 x II/s' ANGLE (2-INCHES
LONG) WITH (2) 014 TEKS INTO
TOP OF 2 x 3 EVE RAIL AND
(2) 014 TEKS INTO THE FRONT
OF THE 3 x 3 H FRONT WALL
CORNER UPRIGHT
3 x 3 x .010 FROTs1T WALL
CORNER UPRICMT
2 3/4', MI EDGE
pIST 'CE
O O
F
- CORNER UPRIGHT DETAIL
NOTE: THIS ATTACHMENT
I x 2 O.B. SCREEN FRAME,
DETAIL ALSO APPLIES TO
TYP. BETWEEN UPRIGHTS
A 2 x 2 SCREEN FRAME,
ORI 5 UPRIGHTS AGAIN6T
W/ THE FASTENER 13I_ING
A 'L OR COLUMN
4' IN LENGTH, TO
DIA. x 31i4' TAPCON
MAINTAIN A 2' MIN,
0 6E PLACED AT NO MORE
EMBED.
THAN 18' D.G. (RE: GEN. NOTE '3)
MIN. EMBEDMENT FOR
CONC. / C,13.6. / MASONRY
ALL TAPCONS 614ALL
SUR:ACE
BE 2' INTO CONCRETE,
NOTE: ALL FASTENERS SPECIFIED IN 'COLUM-TO-FOUNDATION' DETAILS
PERTAIN ONLY TO THE FASTENERS TO IBE PLACED ON EITHER SIDE
OF COLUMNS. -THIS DETAIL IS FOR -ALL INTERMEDIATE FASTENERS FOR_
I x 2 SCREEN FRAME TO EITHER CONC. DECK OR C.E3.6. MASONRY WALL.
BEAM SIZE
2x5-2x0
2 x 1--= 2-x 8
2 x 9
2x10
NO. OF 014 TEK5
(PER 510E)
(2) 014 TEKS
(4) *14 TEKS—
(5) 014 TEKS
(6) 014 TEKS-
2 x 3 x .010 ROOF PURLIN
2 x SM5 SCREEN ROOF BEAM
21is' x II1/2' U-CHANNEL CLIP
ATTACHED TO THE EVE RAIL
WITH SIX W Ml TEKS, AND (3)
2 x 3 x ,010 ROOF PURLIN
�12 TEKS INTO EACH SIDE OF
2 x 3 x 010 EVE RAIL,
O THE 2 x 3 ROOF PURLIN (TO
TYP. (CONTINUOUS)
c BE ATTACHED ON THE TOP
END TO THE SCREEN ROOF
- -1
2 x 5 x %' ANGLE (2-INCHES
BEAM IN THE SAME MANNER
2 x 5 x pia' ANGLE (2-INCHES
01
LONG) WITH (2) 014 TEKS INTO
LONG) WITH (2) 014 TEKS INTO
0 0
TOP OF 2 x 3 EVE RAIL AND
TOP OF 2 x SM5 SEAM AND
1
(2) 014 TEKS INTO THE FRONT
-2 x 4 x 1/9' ANGLE (2-INCHES
(2) 014,TEK5 INTO THE FRONT
0 o
OF THE 2 x 5115 51DE WALL
LONG) WITH (2) 014 TEKS INTO
OF THE 2 x SM5 FRONT WALL
UPRIGHT
50TTOM OF THE 2 x 3 PURLIN
UPRIGHT
AND.(2) 014 TEKS INTO THE
I x 2 OB TOP FRAME
BACK OF THE 2 x SMB SIDE
I x 2 05 TOP FRAME
WALL UPRIGHT
010 x 2' SMS SCREW, WITH 5/8'
DIA. WASHER (SEE GENERAL
- NOTE- #3, SHEET 112) TO 5E-I6---
INCHES, CENTER -TO -CENTER
MAX. SPACING
2 x 5 SM5 UPRIGHT (MINIMUM
51ZE FOR ANY UPRIGHT ON A
SCREEN ROOF ENCLOSURE)
23/4' MIN. EDGE
DISTANCE
SEE -'MINIMUM FOOTER
TABLES' ON SHEET 11
010 x 2' SMS SCREW, WITH 5/8'
DIA. WASHER (SEE GENERAL
2 x 3 x ,010 CHAIR RAIL (TYP) NOTE 03, SHEET OV TO BE IS-
INCHES,CENTER-TO-CENTER
MAX. SPACING
2 x 2 x 3/10' ANGLE, WITH FOUR 2 x 5 5MB UPRIGHT (MINIMUM
(4) 012 TEKS INTO THE UPRIGHT SIZE FOR ANY UPRIGHT ON A
AND ONE (U 3/8' RED -HEAD SCREEN ROOF ENCLOSURE)
'TRU-15OLT' WEDGE ANCHOR
(MIN. OF 4-INCH EMBEDMENT
INTO THE CONCRETE)AT
AV MIN. EDGE
I x 2 OB BOTTOM FRAM DISTANCE G 0
I x 2 OB BOTTOM FRAME ° °
SEE 'MINIMUM FOOTER z
TABBLES' ON SHEET I
SCREEN ROOF BEAM SHALL
OVERLAP ON THE OUTER SIDE
OF 50TH SIDES OT THE UPRIGHT
(TYP. EACH BEAM -TO -UPRIGHT
CONNECTION) SEE TABLE A50YE
FOR NUMBER OF 014 TEKS, AS
SPECIFIED BASED ON BEAM SIZE
2 x 3 x .010 CHAIR RAIL (TYP)
2 x 2 x 3/I6' ANGLE, WITH FOUR
(4) 012 TEKS INTO THE UFR16HT
AND ONE (P 3/8' RED -HEAD
'TRU-BOLT' WEDGE ANCHOR
(MIN. OF 4-INCH EM15EPh1ENT
INTO THE CONCRETE
33i4' 33i4' 3'
MIN. MIN, MIN. _
6I[DE WALL UPRIGHT SETAE FRONT WALL UPRIGHT [DETAIL
So
0
> L
O0®W
� j2
12
�%
Lu
�XRFE
ILL
joy _
I co
0