HomeMy WebLinkAboutENGINEERING""GENERAL NOTES
1. DESIGN CRITERIA:
APPLICABLE CODES, REGULATIONS & STANDARDS:
1. THE 2017 FLORIDA BUILDING CODE, 6TH EDITION SPECIFICALLY
CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM &
CHAPTER 23 WOOD.
2. ASCE 7-10. & SE17
3. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
4. AC1318 CONCRETE REFRENCE MANUAL.
5. PCI PRECAST & PRESTRESSED CONCRETE.
6. AA ASM 35 & AA ADM 1
WIND LOADS:
1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE
1604.5: RISK CATEGORY 1.
2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS
REGION '& BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE
1609.3.1 EQUIVALENT BASIC WIND SPEED: 150
MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: C
3. SCREENED ROOF ENCLOSURE FBC 2017 CH. 20 TABLE 2002.4
CONCRETE & FOUNDATION DESIGN:
1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER
IN THE SCREEN ENCLOSURE SCOPE OF NOT, BY ONE OR MORE
REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE
APPLICABLE:
A. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING COMPONENTS:
I. PORTLAND CEMENT TYPE 1 - ASTM C 150
II. AGGREGATES - LARGE AGGREGATE 3/4" MAX. - ASTM C 33
III. AIR ENTRAINING +/- 1 % - ASTM C 260
IV. WATER REDUCING AGENT - ASTM C 494
V. CLEAN POTABLE WATER
VI. OTHER ADMIXTURES NOT PERMITTED
B. METAL ACCESSORIES SHALL CONFORM TO:
I. REINFORCING BARS - ASTM A615, GRADE 60
II. WELDED WIRE FABRIC - ASTM A185
C. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3"
OR MORE THAN 5". WATER ADDED AFTER BATCHING IS NOT
PERMITTED.
D. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE
INSTITUTE MANUAL OF STANDARD -PRACTICE; PART 1, 2, & 3
- - - -INCLUDING HOT WHEATHER RECOMMENDATIONS.
E. MOIST CURE OR POLYETHYLENE CURING PERMITTED.
F. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE
SUBSURFACE ARE FOR TERMITES IN COMPLIANCE WITH THE
FBC.
G. CONCRETE SHALL E _ BE PLACED OVER A -POLYETHYLENE VAPOR-
- BARRIER.
2. FOOTING SIZE: EXISTING CONCRETE SLAB. NO ADDITIONAL
FOOTING OR FOUNDATION SYSTEM IS REQUIRED BY THE
PROPOSED CONSTRUCTION IF A MINIMUM 4" CONCRETE
SLAB (3000 PSI) IS PROVIDED IN SOUND CONDITION, FREE
FROM STRUCTURAL CRACKING, SPALLING & OTHER
DETERIORATION. EXISTING FOUNDATION/FOOTING UNDER
CONCRETE SLAB MINIMUM 8"x8" W/ (1) #5 BAR TO BE
VERIFIED BY CONTRACTOR. SEE TYPICAL FOOTING DETAILS
FOR NEW FOOTING DESIGN MINIMUM REQUIREMENTS.
3. WHEN APPLICABLE FOR ATTACHING NEW FOOTER TO EXISTING,
DRILL & EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1" MIN.
HOLE, EMBED 4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE
(OR EQUAL) TYP. ALL LOCATIONS.
4. WHEN INSTALLING 4" CONCRETE SLAB -ADD ADJACENT TO
EXISTING-DOWELL INTO EXISTING CONCRETE 48" O/C W/8" #5
REBARS- DRILL 3/4" HOLE 4" EMBEDMENT- EPDXY W/
NON -SHRINKING "SIMPSON EPDXY TIE" (OR EQUAL).
5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHER WISE
NOTED.
ALUMINUM SPECIFICATIONS:
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS
OTHERWISE SPECIFIED.
2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH
#12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER.
3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050".
4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS
(KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024
INCHES.
5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN
WIND SPEEDS EXCEED 75 MPH PER FBC.
6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
APPROVED BY FLORIDA ENGINEERING LLC.
FASTNER SPECIFICATIONS: -
1. FASTNERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER
ZINC PLATED. (CONCRETE ANCHORS ARE TO -BE TAPCONS
OR BETTER, INSTALLED TO MFG.)
2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
AND FASTENERS TO MANUFACTURING SPECIFICATIONS.
3. WHERE WOOD DECK IS PRESENT USE 1/4"X3-1/2" GALV. LAG
SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE
SPECIFIED.
4. 1 "X2" NON STRUCTURAL MEMBERS ATTACHED TO HOST
A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED
1/4"X2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS
B. FOR WOOD APPLICATION USE #14X2-3/4". WOOD SCREW AT
24" O.C. AND 6" FROM ENDS.
C. FOR ALUMINUM APPLICATION USE #10X1-1/2" SMS OR TEK
SCREW AT 24" O.C. AND 6" FROM ENDS
D. WHERE VX2" INSTALLED THROUGHOUT AN "OPEN VIEW"
SPACING SHALL BE REDUCED TO 18" O.C. AND 6" FROM ENDS
MASONRY SPECIFICATIONS:
1. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED
ON TYPE M OR S MORTAR.
2. ALL MORTAR SHALL BE TYPE M OR S.
3. ALL GROUT SHALL BE 2000 PSI MINIMUM -AND HAVE-
---MAXIMUM-COARSE AGGREGATE SIZE OF 3/8".
4. PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN
HEIGHT.
QJCI C�W
fay
St Lucie Goofy,
RECEIVED
lUCIE COUNTY B ING DIVISION
F1 I
Perm �1/IE�(UWEROR C M Y
P f1§ R• Fr U T 3E KEP7 ON JOB
SITE Ok NV INSPECT L (S) W16L BE MAD�
I
2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION,
THE CONTRACTOR SHALL VERIFY AND INSURE INSTALLATION
HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH
MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH
THE ATTACHED DETAILS.
3. FOR "PICTURE WINDOW" MODIFICATION TO EXISTING SCREEN
ENCLOSURES, ALL OTHER "EXISTING SCREEN ENCLOSURE"
FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED
IN THESE DETAILS. CONTRACTOR IS TO VERIFY & ASSURE
EXISTING SCREEN ENCLOSURE IS STRUCTUALLY SOUND.
MISCELLANEOUS:
- - _1- -SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL
COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC
R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS.
2. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME.
IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPERATE 4TH
WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME.
3. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN
THE FIELD.
4. WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI
GROUT WITH BONDING AGENT.
5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE
COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED
STRUCTURE.
6. ALL 2X4 & GREATER ARE TO BE SMB UNLESS OTHERWISE INDICATED.
RESPONSIBILITIES:
1. ALL SITE WORK SHALL BE PERFORMED BY A LISCENED
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL
BE NOTIFIED OF ANY DISCREPANCIES.
LEGEND: (ALL MAY NOT APPLY)
SCR = SCREEN
KP = KICK PLATE
PW = PICTURE WINDOW
X = HORIZ. SLIDING WINDOW
0 = HORIZ. STATIONARY WINDOW
DH = DOUBLE HUNG WINDOW
SH= SINGLE HUNG WINDOW
SIP = SOLID INSULATED PANEL
CT = CABLE TIE
SG = SUPER GUTTER
CS = CLEAR SPAN
KB = KNEE BRACE
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2: 2"x2"0.044"
2 x 3: 2"x3"x0.044"
2 x 4: 2"x4"4.044"
2-x 5: 2"x5"x0.050"
OPEN BACK SECTIONS
1 x 2: 1 "x2"x0.044"
1 x 3: 1 "x3"0.044"
SNAP SECTIONS
2 x 2 SNAP: 2"x2"x0.050"
2 x 3 SNAP: 2"x3"x0.050"
2 x 4 SNAP: 2"x4"4.045"
SELF MATING (SMB)
2 x 4 SMB: 2"x4"x0.044"x0.100"
2 x 5 SMB: 2"x5"x0.050"x0.100"
2 x 6 SMB: 2"x6"x0.050"x0.120"
2 x 7 SMB: 2"x7"4.057"0.120"
2 x 8 SMB: 2"x8"x0.072"x0.124"
2 x 9 SMB: 2"x9"x0.082"x0.124"
2 x 10 SMB: 2"x10"0.092"0.398"
NOTE: AS INDICATED ABOVE ALL
MEMBER PROFILES ARE INDICATED
IN INCHES.
I
W
LL
ff
J
m
�
_I
UI
M
Co
z
E
_z
_¢
Q O
U
U
W -�
0 oo
w <
z
-'
� �.L
N
LLI
M C:
z20��
W Q
Q
=
0
Lo
�
IZ
N
0
Co
Ld
a
00
o
0 o
m N
a �
0 00
w
rn H
m
U)9
M
04
ti
0
oo
O
H
W
O
W
-1
J
w
W
U�LL
U)
U) U)
W
Z�U
w
~ UMQ
w HCd
DESIGN DATE: 04/19/2018
REVISION 1: 8/6/2018 PAGE:
REVISION 2: DATE
SCALE: NTS I
N
00
r-
0
w
U
U
FLASHING 0
`HORIZONTAL OR SLOPED '
0
1"x2" FASTEN TO COL. (INTERNAL) to
W/(2) #1 Oxl-1/2" SMS, FASTEN TO (2) #10x3" SMS INTO SCREW
EAVE RAILS ABOVE W/#10X1-1/2" SMS BOSSES FOR EDGE MEMBER-,""",= LU
24" O.C. AND 6" FROM END.d
I_ .. 00
°I -----------
TABLE D
BEAM QTY EACH SIDE/SIZE
2x3
4/12
2 x 4
8110
2 x 5
8/10
2 x 6
10/10
2 x 7
12110
2 x 8
8114
2 x 9
9/14
2 x 10
9/14
L
o
r 0 1
° o
EDGE MEMBER o
ALUMINUM INTERNAL OR EXTERNAL
1
1 3 ~
o
OR PURLIN °
RECEIVING CHANNEL w/(4) #10x75"
I
U 00
o °
-
°
INTO GIRT OR PURLIN & (2) #14x75"
j I
LLj
l
INTO BEAM OR UPRIGHT 0.062 ANGLE
CLIPS MAYBE USED \
i
F-
�; i
BEAM PER PLAN
(2) #1Ox2"
l
U p
NOTCHED TO RECEIVE
INTO BEAM
COLUMN WITHIN
EDGE MEMBER
-------------- -
---__________
OR PURLIN
PURLIN
MEMBER
�
SMS, (EACH SIDE)
BEAM BRACE
------------- -
i
------------- � 00
QTY PER TABLE D
- 0.0625" 6063-T6 FLAT PLATE
---------
I i
M�
W 00 M
J
I I
I I
NOTCH PROFILE MAY VARY
I w/(8) #10x3l4" SMS, MIN. 1/2"
INSTALL BRACE EDGE DISTANCE; PLATE MAYBE
TO CORNER I
I 1
SMS INTO
TO PERMIT CORRECT #SMS
----
i ____ _ FASTENED INTERNALLY TO BRACE
SCREW BOSSES co
S REW
PURLIN
UPRIGHT, BEAM -SNAP,
SELF MATING OR HOLLOW
I
1 1
z Q E Lu
U
COLUMN PER PLANS
MAINTAIN MIN, OF 5/8" SEPERATION
i
I
I
�_ Q U
'nr/
0
FROM EDGE OF BEAM SMS O.C.
� V
; J
' ' O 00 -
LJ..1
DETAIL E - UPRIGHT TO BEAM
'J 0')
LL
7
CONNECTION SCALE: NTS
DETAIL "D" - ROOF BRACING CONNECTION
DETAIL "C" - GIRT OR PURLIN TO BEAM
v L
�
L_ a)
DETAIL SCALE - NITS
OR POST DETAIL SCALE:NITS
W
�" (y) a_
C�
~ ^ �
G
W Q
� 00
SECONDARY ANGLE SCHEDULE
Q
SECONDARY ANGLE MIN. 118"
THICK W/ (2) #12 SMS INTO
UPRIGHT
QTY. TAPCON/ SCREW
2X3
0
2X4
1/2
2X5
1/2
2X6
2/ 4
2X7
2/ 4
2X8
3/ 6
2X9
3/ 6
2X10
4/ 8
ALL MEMBERS PER PLAN
`MEMBERS VARY PER PLAN
2 x2 xO63 - DIM. TO MATCH PURLIN
SIZE RECEIVING CHANNEL
(2) #12 SMS INTERNAL TO EAVE
RAIL (3) #12 EACH SIDE INTO PURLIN
PURLIN
Q Q
U
_
______------------------------------ ___
_ ----- -
-------
---
OLo
ct
C4
ti
-------------------- ---------------- -----------
TOP OF HEADER 0 INTERSECTING
°
a
O
MEMBER w (2) 10 MS w/1'FASTEN
II �1
�
u PENETRATION INTO SCREW BOSS OF
EAVE RAIL - SEE P
°
L.L
OO
II II MEMBER-TYP. BOTH SIDES
- - - -
-
1�11 OPEN BACK
- --- - -
-
- - _ - _ _ EXTRUSION
UPRIGHT
COLUMN EA. SIDE (TYP.)
DOOR JAMB
OLUMN VARIES SEE PAGE 2 _ _ _ _ _ _ -- - ---- - - - - ii— PER PLAN ii ii j Z
1/4" CONCRETE ANCHOR (TAPCON XL OR EQUAL) (2) #10x2" SMS THRU 1x2 INTO
AT EACH ANGLE EA. SIDE W/ MIN. 2-1/4" EMBED. - — — - ii ii jj jl EAVE RAIL EACH SIDE OF COLUMN
INTO FOOTING (--TYP.) NOTE: FOR 256AN6LARGER ________________________ _ __ i (�
SEE SECONDARY ANGLE SCHEDULE. WHEN 2'MS EA.
W/ (2) #12x3/4" i� W-
FASTENING TO WOOD USE 1/4" GALV. LAG SCREW SMS EA. SIDE (TYP.) p -
IN LIEU OF CONC. ANCHORS AND ENSURE ------------ --- -- - ----- - -- _I _ _ _ _ -- - - - - - - O
PENETRATION MIN 2-1/4" INTO STRUCTURAL p p
----------
FRAMING BENEATH (TYP) 'M2" OPEN -BACK BASE PLATE I FASTEN HEADER w/(2) #10x3"
O O (TYP. EA. SIDE) i _ _li INTO SCREW_ BOSS -OF -HEADER - it
DETAIL "G" -SLOPED PURLIN CL
CONNECTION SCALE: NTS
_ _ _ _ _ _ _ _ ° - a - - - - - - - NOTE: IF PAVERS ARE ii ii ALTERNATE HEADER CONNECTION
- - `9 PRESENT, CONCRETE
a ° 3" MIN. COVER II II WHEN Z-BAR IS USED- FASTEN II II
ANCHORS SHALL
(TYP.) Z-BAR TO COLIHEADER AT EACH p
PENETRATE INTO CORNER AND 18" O/C I
FOOTING 2-1/4" MIN. 1-1/2"x 1/16" PLATE
2-1/2"MIN. SPACING (TYP-)(12) #12xl" SMS (TOP OR BOTTOM)
MIN. 3000 PSI CONC. FTG/SLAB W/ 2 > a (TYP.) @ V SPACING
6x6 -10x10 W.W.M. OR FIBERMESH or p p
(Typ,) SIDE VIEW u (�
OLUMN VARIES SEE PAGE 2 ALTERNATE BASE PLATE CONNECTION 2"x2" EDGE BEAM II II ATTACH MEMBER TO BASE PLATE II II C)
2"x2"x1/8" ANGLE W/ (2) #12x3/4" it ii (INTERNAL) w/(2) #1 Ox22" SMS jj J W
SMS EA. SIDE (TYP.) 1/4" CONCRETE ANCHOR (TAPCON XL OR EQUAL) VR\ \N z -1
AT EACH ANGLE EA. SIDE W/ MIN. 2-1/4" EMBEDMENT P
SECONDARY ANGLE MIN. 1/8" INTO FOOTING (TYP.). WHEN FASTENING TO WOOD ii ii ATTACH BASE PLATE TO MEMBER ii ii (2) #104" SMS LWLI
THICK W/ (2) #12 SMS INTO USE 1/4" GALV. LAG SCREW IN LIEU OF CONC. ANCHORS w!(2) #10x3" SMS INTO SCREW INTO SCREW BOSSES
COLUMN EA. SIDE (TYP.) AND ENSURE PENETRATION MIN 2-1/4" INTO ii BOSS OF BASE PLATE p jj CONNECTING EDGE J } J
STRUCTURAL FRAMING BENEATH (TYP.) \ BEAM TO PURLIN U
u \\\ II u 1"�" FASTENED TO COLUMN (n
I w/(2) #1 Oxl-1/2" SMS INTO cq x }•
1'M2" OPEN -BACK BASE PLATE --- ----- - - ---- I j SCREW BOSSES FOR SMB w (n Q>
I OR SNAP COLUMN W Z > (�
ANCHORED TO FTG W/ 1/4" CONC u
° a . SCREW (TAPCON XL OR EQUAL) W/ --- - ------ ___ _ 0 W p W
° MIN. 2-1/4" EMBED. CONC. SCREW O Q U c
I I 1"x2" SNAP F Z
U
TO BE INSTALLED 6" MAX FROM H
U — Q
COLUMN AND SPACED AT 24" O.C. — co
NOTCH COLUMN AS REQ'D. w I---
6IL
" MAX MAX. COLUMN PER PLAN Z 0
. .......... ....:::::. 1 O
of
6x6 -10x010 W.W.M. OR FBE MESHSLAB / n U (TYT P.) ::: :: U Q-
(T (TYP-) 1/4" TAPCON (RED HEAD MFG. OR EQUAL) WITHIN 6" OF
FRONT VIEW COLUMN 1-1/2" PENETRATION INTO UNDERLYING FOOTING DESIGN DATE: 04/1912018
ALTERNATE DETAIL "G" SLOPED REVISION 1: 8/6/2018 PAGE:
DETAIL "F" - DOOR JAMB & HEADER PURLIN CONNECTION SCALE: NITSUPRIGHT TO DECK CONNECTION FOR 2x3 OR LARGER CONNECTION SCALE: NTS REVISION 2: DATE
SCALE: N.T.S. SCALE: NTS
GIRT FASTENED INTERNALLY AT EACH END
w/ #10x1.5" EACH SCREW GROOVE. FASTEN
TO BEAM w/ 2x2x125 ANGLE (2) #12 SMS
INTO BEAM & (2) #10x1-1/2" THRU ANGLE INTO
GUTTER WHERE NO GIRT IS PRESENT, ATTACH
ANGLE DIRECTLY TO GUTTER _
2"x2"x1/8" ANGLE
w/(2) #12 SMS
EACH LEG
FOR BEAMS ABOVE 2x8 INSTALL
GUTTER BRACE AT MIDPOINT
BETWEEN BEAMS & INCLUDE 2"
GUTTER BRACE AT EACH BEAM
LOCATION
0
BEAM (2) #142" WOOD
71 (2) #12 SMS SCREW 18" O.C.
0
0
CLOSE BOTTOM OF 0 0
BEAM WHEN TRIM MED
044 RECEIVING CHANNEL,
FASTEN w/(2) #12 SMS
EACH SIDE OF B
#10 SMS WITH[
OF BEAM & 24"
2x2x1/8" AN(
EA. SIDE OF
w/(2) #12 SN
EACH LEG E
`FOR BEAM OVER 2x5
044 RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTER
INTERNALLY w/(2) #12 SMS
ALTERNATELY 2x2x1/8" ANGLE BELOW GIRT, (2) #14 SMS INTO
BEAM & (2) #12 SMS INTO STRUCTURAL GUTTER
SIDE VIEW
TOP VIEW "ALT
DETAIL"H" —
SCALE: NTS
NOTE F
INSTALL FASTENERS ALONG PERIMETER OF GUSSET
-BEAM JOINT 3/8" MIN, FROM EDGE. FASTENERS
MAY BE STAGGERED TO INSURE PROPER
QUANTITY PER TABLE B-1
FASTENER PATTERN MAY APPEAR DIFFERENT
FROM ILLUSTRATION.
MAINTAIN 1/2" SEPARATION BETWEEN FASTENERS.
MAINTAIN 3/8" MIN, FASTENER SEPARATION FROM
BEAM JOINT OR EDGE OF BEAM LAP
FASTENERS MAY BE EVENLY SPACED AROUND
EDGE OF GUSSET WITHIN 3/8" OF BEAM JOINT.
FASTENERS MAY BE STAGGERED TO INSURE
PROPER QUANTITY PER TABLE B-1
FASTEN GUTTER TO
FASCIA w/ #14x2"
WOOD SCREW 18" O.C.
(2) #12 SMS
(2) #14x2"
WOOD SCREW
FASCIA (2"x6" MIN. EXISTING)
STRUCTURAL
GUTTER
ERNATELY SEE PAGE 5
5052-H32 GUSSET
TABLE B-1
BEAM
SIZE
COL. TO
BEAM
OTY SMS/
SIDE OF COL.
BEAM TO
BEAM
QTY SMS/
FACE/SIDE
2 x 4
(5) #12
(9) #12
2 x 5
(5) #12
(9) #12
2 x 6
(7) #12
(9) #12
2 x 7
(10) #12
(10) #12
2 x 8
(12) #12
(14) #12
2 x 9
(14) #14
(14) #14
2 x 10
(16) #14
1 (15) #14
DETAIL "K" GUSSET CONNECTION
SCALE: NTS
050" GUTTER STIFFNER
FASTEN TO FASIA w(2)
#12x2" WOOD SCREW
FASTEN TO GUTTER w(2)
#12 SMS I;zl_
"ALTERNATELY SEE PAGE 5 __v —
DETAIL "M" BEAM & PURLIN TO GUTTER
CONNECTION SCALE: NTS
2x2x1/8" ANGLE w/(2)
#12 SMS EA. LEG—
WHEN BEAM & PURLIN
HIT ON CORNER -
FASTEN OUTSIDE OF
BEAM & PURLIN
w/ 1/8"x2'S2" ANGLE
& (4) #12 SMS EACH LEG
FASTEN INSIDE CORNER
(BEAM TO PURLIN)
w/ 1/8"x2'S2" ANGLE
w/(2) #12 SMS
INTO EA. MEMBER
(BEAM & PURLIN)
(2) #14 WOOD SCREWS
(2) #12 SMS INTO FASCIA 18" O.C.
\ GIRT, \
SMB 0
1/8"&'x4" STRAP
(2) #12 SMS INTO BEAM
(2) #12 SMS INTO GUTTER
1/8"x2"x4" STRAP GIRT
(2) #12 SMS INTO BEAM
(2) #12 SMS INTO GUTTER
2x2x1/8" ANGLE w/(2)
#12 SMS EA. LEG \
SMB
GIRT
0
SIDE VIEW - STRUCTURALGUTTER
\ (2) GUTTER BRACES
EACH w/(2) #12 SMS
— INTO GUTTER &(2) #14
WOOD SCREWS INTO FASCIA
GIRT
FASCIA
(2) #12 SMS
(2) GUTTER BRACES
EACH w/(2) #12 SMS
INTO GUTTER & (2) #14
WOOD SCREWS INTO FASCIA
1/8"x2"x4" STRAP
(2) #12 SMS INTO BEAM GIRT
(2) #12 SMS INTO GUTTER STRUCTURAL GUTTER
TOP VIEW
DETAIL "L" CORNER CONNECTION
SCALE: NTS
(9) #10x2" %
1/8" PLATE ON 45° ANGLE
OR 1/8")0x2" ANGLE w/(4)
#12 SMS INTO EACH
INTERSECTING MEMBER
PERIMETE
FRAMING
DETAIL'S-2" CABLE CONNECTION
AT CORNER SCALE: NTS
IIII 4 - 1 i
I
J 00
J m rn
r,I M
_zzzp_ o
U
of 0U
LLI 0 00 0)w < Lei_ Lo
r
Lu
co c
v I"
W Q _j m
(EBOLTFOR
4Q
BLE TENSION G
1/8" STAINLESS STEEL
BRAIDED CABLE F- U
0 L(�Lo
1/8" STAINLESS STEEL 3000 PSI CONC.
40° MIN.
BRAIDED CABLE 6x6-10x10
60° MAX.
WWM OR FIBERMESH
4" MIN. SLAB
w/FOOTING
3/8" DIAx3" EMBED
CONC. SCREW ANCHOR
(TAPCON OR EQUAL)
3000 PSI CONC.
6x6 10x10
40° MII
40° MAX.
WWM OR FIBERMESH
10
4" MIN. SLAB
WFOOTING
1.5"x5.5" ALUM. STRAP
w/(2) 1/4" DIA x 2-1/4"
MASONRY ANCHOR
(TAPCON OR EQUAL)
DETAIL 1-1" CABLE CONNECTION
AT FOUNDATION SCALE: NTS
N
0
0
CD
W
a
c 00
rl
N
C9 00
LLI
J
F-
J
W
W
U
U-
U)
w
U) Q I--
W
oW
°¢
W
a
Z
U
O
D_
�
H 0_
z
O
0
la�
O
O.
DESIGN DATE:
04/19/2018
REVISION 1:
8/6/2018
PAGE:
4
REVISION 2: DATE
SCALE: NTS
�m
3/16" 5052-1-132 GUSSET
#14 SMS @ 1 1/4" O.C.
2" X PURLINS ATTACH TO
BEAM WITH MIN (4) #10 X 1 1/2" SMS
PLACE WASHER UNDER SCREW
IN GUSSET CORNER
o
o 0
o o o
o. 0 0
0 0
0 0 l
1 1/4" (TYPICAL) °o �p\CP
\✓ 5
23�6"T •
�y31
5 6
51a g
NOTES:
1. GUSSET DIMENSION ARE MINIMUM (2)
REQ'D (1) EA SIDE OF BEAM - MAYBE
INTERNAL OR EXTERNAL
2. AS BEAM SIZE CHANGES, ADD OR
SUBTRACT SCREWS TO MAINTAIN 1-1/4" C/C SPACING
3. GUSSET LENGTHS REMAIN CONSTANT
WIDTHS CHANGE TO MATCH BEAM SIZE.
2"X2"X1/8" ANGLE X 4" LONG
PROVIDE #14 X 1" INTO EACH
MEMBER AS NDICATED
BELOW PROVIDE INTERIOR
ANGLE ABOVE AND BELOW
CHAI RRAI L
EXTERIOR PLATE
`CORNER POST
GUSSET PLATE
PER E-SERIES
PURLIN
"ANGLE
1" INTO EACH
DICATED BELOW
CORNER POST —\!, 6„
1" X 2" O.B. FASTENED TO CORNER
POST W/ #12 X 1 1/2" SMS AT 6" FROM
TOP & BOTTOM RAILS TYPICALLY @ 24" O.C.
1/8" X 2" X 2" EXTRUDE ANGLE 5052
H-32 ALLOY EA CORNER W/ (2) #14 X 2"
SMS INTO POST & (1) 3/8" DIA
CONCRETE SCREW ANCHOR INTO
CONCRETE
(2) #10 X 1 1/2" SMS
THRU SCREW BOSSES z va M coNc
CHOR FfSEDME
SLAB/FOOTING
NOTES: SEE PLAN
1. CONNECTION DETAIL
AT EAVE RAIL SIMILAR SIDE VIEW
CORNER K-BRACE DETAIL
SCALE: N.T.S.
SELF MATING
BEAM
(4) #14 X 3/4" SMS
INTO POST
1" X 2" BASE PLATE
CONTRACTOR TO INSTALL ANCHORED TO CONC W/ 1/4"
(2) #14 X 2" SMS THRU BRACE CONCRETE SCREW ANCHOR
(MIN. 1 1/4" EMBED)
INTO BEAM THRU GUSSET 6" MAX EACH SIDE OF POST "
PLATE AND 24" O.C. MAX
2"
CORNER POST W/ 1" X 2" @
'k--,r/BACKSIDE
3/8" X LENGTH AS REQUIRED
FOR 2 1/4" EMBED CONCRETE
SCREWANCHOR INTO
CONCRETE
DETAIL #2 FRONT VIEW
CP-1 CORNER POST TO_CONCRE-T-E-DETAIL-- -- -- - - - - _ -
EAVE RAIL
_ 3" x 2�-CORNER POST---- - - — SCALE' NTS
_ _ _ _ �c 0.050=MIN.; 6063-T6 AttOY" -
- - --- PLATE DR STRONGER (ONE SIDE)
1" x 2" O.B.
PATIO SECTION
3" x 3" x 0.050" MIN., 6063-T6 ALLOY
PLATE DR STRONGER (ONE SIDE) WITH
(3) - #12 x 3/4" S.M.S. EACH SIDE AS
SHOWN (3/8" MIN. PLATE EDGE DISTANCE
& C-C FASTENER SPACING)
x2x0.0
DACE (TYP.)
LATERAL "W'-BRACING
CONNECTION DETAILS
K-BRACE
N
O
0
LJ
a
c 00
.--I
O
� N
a �
C7 pp
W
0) H
co
U
N
OD
0
W
U
U
J
m
c)
J
(D
co
c)
Z Z
< p
U
U
W�Oco�
W Q
U- L ,I✓
~_
Ill
(")
ICT
Z 2
WQJ"Ta)
Or-
�
5
Q i
=
�-
U
W
0
LL
a
(3) - #12 x 3/4" S.M.S., 6" x 5" x 0.050"
COLUMN
EACH SIDE AS SHOWN 6063-T6 ALLOY PLATE
1/2" MIN. PLATE EDGE K-BRACE
( (ONE SIDE) OR STRONGER
DISTANCE & C-C BRACE (TYP.)
U
�'
FASTENER SPACING)
~
K-BRACE
x2x0.093
J
W
BRACE (TYP.
w
W
-i
2 x 3 x 0.070 CHAIR RAIL
I
O O `.
O
w
. -I
---'
O
O
U)
O O
i O
GIRT (CHAIR RAIL)
w W Q F-
K-BRACE
--0
W
W�U
0-®
o Lu
o
p ;
Z
a Yoh
p
C> r Q
3/8" 0 CONCRETE ANCHOR (2 PLATES) 2 x 2 x 0.093
d
' H-
FOUNDATION IN LIEU OF TYP. 1/4" 0 CONCRETE BRACE (TYP.) (11 TOTAL) -#12 x 3/4"
p
0
0-1
SCREWS FOR CORNER COLUMN S.M.S. AS SHOWN (1/2" MIN.
U
D-
PLATE EDGE DISTANCE &
"K"-BRACING LATERAL "IC' -BRACING C-C FASTENER SPACING)
DESIGN DATE: 04/19/2018
REVISION 1: 8/6/2018
PAGE:
LATERAL
CONNECTION DETAILS
CONNECTION DETAILS
REVISION 2: DATE
5
SCALE: NTS