HomeMy WebLinkAboutWallrath EngineeringDESIGN CRITERIA:
APPLICABLE CODES REGULATIONS & STANDARDS
1. THE 2017 FLORIDA BUILDING CODE, SPECIFICALLY CHAPTER 16
STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CH. 23 WOOD.
2. AA ASM 35 & SPECIFICATIONS FOR ALUMINUM STRUCTURES,
PART 1-A OF THE ALUMINUM DESIGN MANUEL PREPARED BY
THE ALUMINUM ASSOCIATION, INC. WASHINGTON D-C. 2005 ED.
3. ASCE 7-10 & SET 7
4. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
5. AC1318 CONCRETE REFRENCE MANUAL.
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. WIND LOADS PER FBC TABLE 2002.4 (MWFRS)
VULT = 150 MPH & EXPOSURE = C
FOR 20 X 20 X 0.013' MESH SCREEN
HORIZONTAL PRESSURES ON WINDWARD SURFACES =
43 PSF
HORIZONTAL PRESSURES ON LEEWARD SURFACES =
34 PSF
VERTICAL PRESSURES ON SCREEN SURFACES =
12 PSF
VERTICAL PRESSURES ON SOLID SURFACES =
36 PSF
FOR 18 X 14 X 0.013" MESH SCREEN, APPLIED FACTOR =
.88
FOR ALLOWABLE STRESS DESIGN, APPLIED FACTOR =
•6
FOUNDATION DESIGN
FOOTING SIZE EXISTING CONCRETE SLAB. NO ADDITIONAL FOOTING
OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED
CONSTRUCTION IF A MINIMUM 4" CONCRETE SLAB IS PROVIDED IN
SOUND CONDITION, FREE FROM STRUCTURAL CRACKING, SPALLING
& OTHER DETERIORATION. EXISTING FOUNDATION/FOOTING UNDER
CONCRETE SLAB MINIMUM 8"x&' W/ (1) #5 BAR TO BE VERIFIED BY
CONTRACTOR. SEE TYPICAL FOOTING DETAILS FOR NEW FOOTING
DESIGN MINIMUM REQUIREMENTS.
SPECIFICATIONS
THE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT:
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 PORTABLE 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 BE PLACED OVER A POLYETHYLENE VAPOR
BARRIER.
2. WHEN PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI
GROUT WITH BONDING AGENT
3. WHEN APPLICABLE FOR NEW SLAB ADDITION TO ADJACENT
DRILL & EPDXY #5 X 8" REBAR INTO EX. FOUNDATION WITH 1" MIN.
HOLE, EMBED 4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE
(OR EQUAL) 48" O.C.1YP. ALL LOCATIONS
4. WHEN APPLICABLE FOR NEW FOOTER TO EXISTING, DRILL &
EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1" MIN. HOLE,
EMBED 6" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE
(OR EQUAL) TYP. ALL LOCATIONS
5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHERWISE
NOTED.
ALUMINUM SPECIFICATIONS
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS
OTHERWISE NOTED.
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 2X2"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.
5. 1"X2" & 1"X3" NON STRUCTURAL MEMBERS MAY BE USED
INTERCHANGEABLY.
FASTENER SPECIFICATIONS
1. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER
ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS
OR BETTER, INSTALLED TO MFG. SPECIFICATIONS)
2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS.
3. WHERE WOOD DECK IS PRESENT USE 1 /4" X 3-1/2" 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" X 2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS
B. FOR WOOD APPLICATION USE # 14 X 2-3/4" WOOD SCREW AT
24" O.C. AND 6" FROM ENDS.
C. FOR ALUMINUM APPLICATION USE # 10 X 1-1 /2" SMS OR TEK
SCREW AT 24" O.C. AND 6" FROM ENDS
D. WHERE 1"X2" 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.
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 2 x 4 SMB: 2"x4"x0.044"x0.100"
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.
2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION,
THE CONTRACTOR SHALL VERIFY AND ENSURE 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.
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2x2:2"x2"x0.050"
2x3:7'x3'x0.05G'
2x4:2"x4"x0.059'
2x5:2"x5"x0.05G'
OPEN BACK SECTIONS
1 x2: 1"x2"x0.044"
1 x3: 1"x3'x0.045'
SNAP SECTIONS
2 x 2 SNAP: 7'x 2" x 0.045"
2 x 3 SNAP: 2" x 3'x 0.059'
2 x 4 SNAP: 2" x 4" x 0.045"
SELF MATING (SMB)
2 x 4 SMB: 2" x 4" x 0.046" x 0. 100"
2x5SMB: 7'x5"x0.05G'x0.116"
2x6SMB: 2"x6"x0.050"x0.120"
2x7SMB: 2"x7"x0.055"x0.120"
2x8SMB: 2"x8"x0.077'x0.224"
2x9SMB: 2"x9"x0.072"x0.224"
2x9(H) SMB: 2"x9"x0.082"x0.306"
2 x 10 SMB: 2" x 10" x 0.092" x 0.374"
DETAIL A
c
a�
3Eomo
w 7@a)
mbgmEm-0
N 0 O & V N
N R N'y OQ
.c II 0 O) � 0 O 0
EmNoo�mU
c c
-0 a) m n-o 2)o
= a) -0 0)a1 -N n y
yccc'p.ca�a�i
O O •c m O ,n La-
F- )
`aunuiiun,,,"
GUs0 ,,
�¢g: F _oy
* No. 60102
*
? •: STATE OF W c
' 0 -• tV -
%;��t`S Ft
%„S/ON Al-.
Digitally signed
by Craig E
Gunderson
Date:
2020.11.12'
14:39:22-05'00'
U �
J 0
N
U-)
z
z_
Q E
0
=
0
w p U
W J
0 co cn
W<LL.LO,_
J m
Z
s- N
W (Ma)
rr��
0
WQ_jvN
Q
_�
C)
F-
U
0(c)�
0
J
12
U j
J I
J
z
W
W
Q
UU
it
Of
O Z
Q
H d
w >
z
O
O
a
w
U
U
04
L0
M
O
04
DESIGN DATE: 11/11/2020 1
REVISION 1: DATE
REVISION 2: DATE PAGE:
DRAWN BY: TCP
SCALE: NTS
Digitally signed
LLJ
by Craig E
No. 601.2
Gunderson
STATE OF
Date:
CZ, Ou
co
co
CO
Z!
__L
LLJ
2X9SMB C.B.
DESIGN DATE: 11/11/2020
REVISION 1: DATE
REVISION 2: DATE
PAGE .
DRAWN BY: TCP
SCALE: NTS
OSODDED GRADE
12„ .%
MIN. a
BRICK PAVER
DECK OPTION
(2) #5 BAR
CONTINUOUS
FOOTING NOTES
1. PROVIDE 1-1/2' COVERAGE TOP, SIDES, BOTTOM AND 1" BETWEEN ADJACENT REBAR LAPS.
2. PROVIDE MIN. 3" COVERAGE OF REBAR FOR ALL CONCRETE IN CONTACT WITH THE EARTH.
3. FOOTING CONCRETE SHALL BE MIN. 3000 PSI AT 28 DAYS
4. FOOTING REINFORCEMENT SHALL BE MIN. GRADE 60
5. PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURE TO CITY / CO. REQUIREMENTS
6. PROVIDE 2500 PSF BEARING (TYPICAL) UNDER FOUNDATION
7. SEE GENERAL NOTES FOR TYING INTO EXISTING FOUNDATIONS
8. SEE GENERAL NOTES FOR ADDITIONAL CONCRETE INFORMATION & SPECS.
12"x12" RIBBON FOOTING
SCALE: NTS
HOUSE WALL
i- 14I-0il 291
_011
CONC. PLAN NTS
T
C
Digitally signed
����_�
.G�.Gv"°F,
`m U.
��cENSFRso
byCraig E
I
o.2sa
`,�P:
No.60102 -
Ema
.Gunderson
t
N N V N
STATE OF -
:4r
Date:
smwcnOc �_
�,�0
o•
ORi
Fs '
2020.11.12
�N
=ac-6:sa3
�G
",","/ONAL �*.`.
�o`E @ �
=
14:40:00-05'00'
d-aNCD
t9 ON-O
CD O -N O OU50 .00
O
co
f n
v
Z
zoo
Q
E
0
O
U
W -J
O co
J m
�,
z
r
N
o~�H-cep
W M
N
Z
0
a'
WQW
< Q
=
C)
F—
U
cj�
F-
o�w
O
J
d
ri
LL
N 00
t-
o
M
o'
w
U
a
v
CV
M
O
N
O
z
F--
U
W
O
ry
CL
U
U
J
}
�
Q
Z
m
W
H
W
W
Of
W LJL
}
W
w
QH
W
Z
o
a
zU
J
JOD�
d
W
d
z
O
O
G
U
a
DESIGN DATE:
11/11/2020
REVISION 1:
11/11/2020
REVISION 2:
11/11/2020
PAGE:
DRAWN BY:
TCP
��
SCALE:
NTS
p @
m ` Digitally
N C C'p'OO `...... p'i
`—' w — -c a� 0GUN
_ F'4's°'-' signed b Craig
FLASHING 'HORIZONTAL OR SLOPED U 07 � � l6 y ``�G� GEN �•., .�7•` g y g
L (INTERNAL)
(2) #IOx3' SMS INTO SCREW No, 60102 = -.E Gunderson
I'x2' FASTEN TO CO
BOSSES FOR EDGE MEMBER
E4VE RAILS I/2' SMS, FASTEN TO W (p m G STATE OF Lp; Date:
EAVE RAILS ABOVE W/ #I0XI-1/2' SMS 0 N 0 E
24' O.C. AND 6' FROM END. '0 03 _
TABLE 'D' ° f0c o c 'o) w -0 =3 U %FSS " ��.° 2020.1 1 ,1 2
cc
o - o ALUMINUM INTERNAL OR EXTERNAL 0 0 O 0 OJ c14 39 38 0 /,�x'q�nn u�pN x i
-05 00 t
BEAM OTY EACH SIDE/SIZE
2 x 3
4/12
2 x 4
5/12
2 x 5
5/12
2 x 6
6/12
2 x 7
7/12
2 x 8
8/14
2 x 9
9/14
2 x 10
9/14
CO N PER
° 0
RECEIVING CHANNEL w/(4) #IOx.75
•-
W
EDGE MEMBER o °
INTO GIRT OR PURLIN & (2) #14x.75'
{ y C C u1 U
OR PURLIN o
°
INTO BEAM OR UPRIGHT 0.062 ANGLE
;� O) 3 -N Q 0 0
°
CLIPS MAYBE USED
♦- y C9 U U r N
°
(4) #10xZ' SMS INTO
o
SCREW BOSSES
BEAM PER PLAN
NOTCHED TO RECEIVE
(2) #I0x2' I
N 00
1-
O Ur)
COLUMN WITHIN
INTO BEAM MEMBER
-
�-
---- -- CD
-`
OR PURLIN
----
co
--------T
SMS. (EACH SIDE)
BEAM
BEAM BRACE
I
R) I— m ~
OTY PER TABLED
0.0625' 6063-76 FLAT PLATE
w/(8) #IOx314' SMS• MIN. 112'
�✓
EDGE DISTANCE. PLATE MAY BE
Z 0 O Q
NOTCH PROFILE MAY VARY
i TO PERMIT CORRECT # SHE
INSTALL BRACE I---_�=1� FASTENED INTERtJALLY TO BP,ACE
TO CORNER
FRIGHT. BEAM -SNAP,
SELF MATING, OR HOLLOW'ry
PURLIN
MEMBER i U
!
P ANS
PURLIN
O
O
LUM L
MAINTAIN MIN. OF 5/8' SEPERATION , 1
W LL U-) .c
FROM EDGE OF BEAM SMS O.C. TYP. L-
LI� r� Q)
DETAIL "E" - UPRIGHT TO BEAM j (� ~ t— ~cM _
CONNECTION SCALE: N.T.S. DETAIL "D" - ROOF BRACING DETAIL "C" - GIRT OR PURLIN TO BEAM z O 0)
CONNECTION SCALE: N.T.S. OR POST DETAIL SCALE: N.T.S.
W Q � a)
Qom¢
NOTE: IF PAVERS ARE
PRESENT.CONCRETE
ANCHORS SHALL
PENETRATE INTO
FOOTING 2-I/4' MIN.
(TYP.)
NOTE: WHEN FASTENING
TO WOOD USE 114' GALV.
{ LAG SCREW IN LIEU OF
( CONC. ANCHORS AND
(ENSURE PENETRATION
I MIN 2-114' INTO
STRUCTURAL FRAMING
BENEATH (TYPJ
1/4' DIA, TAPCON SCHEDULE
UPRIGHT I
OTY. TAPCON/ OTY. #12 SMS E/S
2X3
(I) 1/4" TAPCON/ (4) #12
2X4
(2) 1/4" TAPCON/ (4) #12
2X5
(2) I!4" TAPCON/ (4) #12 j
2X6
0) 1/4" TAPCON/ (6) #12
2X7
(3) 1/4" TAPCON/ (6) #12
2X8
(4) 1/4" TAPCON/ (8) #12
2X9
(4} I/4" TAPCON/ (8) #12
2X10
(5) 1/4" TAPCON/ (10) #12
3/8' DIA. TAPCON SCHEDULE
UPRIGHT
I OTY. TAPCON/ OTY. #12 SMS E/S
2X3
;(U 3/8" TAPCON/ (4) #12
2X4
1(2) 3/8" TAPCON/ (4) #12
j 2X5
(2) 3/8" TAPCON/ (4) #12
2X6
;(2) 3/8" TAPCON/ (6) #12
2X7
(2) 3/8" TAPCON/ (6) #12 1
2X8
(3) 3/8" TAPCON/ (6) #12
2X9
2X10
i(3) 3/8" TAPCON/ (6) #12
j(4) 3/8" TAPCON/ (8) #12
:ALL MEMBERS PER PLAN PAGE 2 2'x2'x.063' - DIM. TO MATCH PURLIN ! N
MEMBERS VARY PER PLAN PAGE 2 ! SIZE RECEIVING CHANNEL O LL+ O LO
(2) #12 SMS INTERNAL TO EAVE
RAIL (3) #12 EACH SIDE INTO PURLIN 0r
d' -
i 1
FASTEN TOP OF HEADER TO INTERSECTING i 1 0 jI
L MEMBER w1(2) #10 SMS wri' ; O
PENETRATION INTO SCREW BOSS Of : I EAVE RAIL -SEE PLAN °
1, MEMBER - TYP. BOTH SIDES
I I h'(
Ix? OPEN ..BACKI { t—
SCHEDULE BASED ON 2-1/4' MIN. SCHEDULE BASED ON 2-114' MIN. " J --HT
CONCRETE ANCHOR EMBEDMENT CONCRETE ANCHOR EMBEDMENT DOOR UAMB 'i ' W
PER PLAN
SELF -MATING OR Q) #IOx2' SMS THRU Ix2 IWTO { 1`
V8'x2'x2'x ANGLE SNAP SECTION TYP. i EAVE RAIL EACH SIDE OF COLUMN I O
! 5032 H-32 ANGLE it PER PL4.N
i i
(2) - #12 SMS INTO COLUMN t 1 f I
! 02' 0.8. BASE PLATE-TYP.
I/4' MASONRY ANCHOR EACH
ANGLE - EACH SIDE COL. I i !
° 0 1-114' MIN. CONIC.
2-1/4' MIN. CONC_ o o I FASTEN HEADER wl(2) #IOx3' 1
I ANCHOR EMBEDMENT i1 ( I
ANCHOR EMBEDMENT INTO SCREW BOSS OF HEADER I
DETAIL "G" - SLOPED PURLIN j
•1
z MIN ANCHOR SPACING j CONNECTION SCALE: N.T.S.
• ra• { j ALTERNATE HEADER CONNECTION
• ` I! ,j WHEN Z48AR IS USED - FASTEN
! e WHEN GREATER THAN 2x4 I 7-BAR TO COL/HEADER AT EACH .'
t "�° • ° - FRIGHT IS USED SEE CORNER AND 18' O/C 1-1'2'x 1116' PLATE
` a < TAPCON SCHEDULE ABOVE # (TOP OR BOTTOM)
U2) 12x1' SMS
3000 PSI CONIC.
SLAB' FTG. I' SPACING
{ bxb-IOxiO WWM SIDE VIEW II 1 5 ( i ! _J I >-
OR FIBERMESH 1 i 2'x2' EDGE BEAM - f
ALTERNATE BASE PLATE CONNECTION I —I
ATTACH MEMBER 70 BASE PLATE I 1 I m
! I� (INTERNAL) w1(2) #10x2' S11S
1/4' MASONRY ANCHOR �� �t�P� I W I•j,J
AT EACH ANGLE Z - #12 SMS
I .i (2) #10x3' SMS I W LL
I ' INTO SCREW BOSSES
ATTACH BASE PLATE TO MEMBER ?
! V4' TAPCON XL (RED HEAD MFG. OR EOUAU I �I I CONNECTING EDGE }
2 @ Ix2 BASE ,I i' wOSS OF BA SMS INTO SCREW ( BEAM TO PURLIN I'x2' FASTENED TO COLUMN (0 E--
2 @ SLAB (BEYOND) �� I BOSS OF BASE PLATE
I' w/(2) #I0xI-I/2' SMS INTO Of w W Q C)
SCREW BOSSES FOR SMS ry Z
{ OR SNAP COLUMN Q z p J ��`,a'
P i U O F- d. J
Px2'BASE PLATE ANCHORED < ° 1 Q
I'x2' SNAP U lC3 Q
�' ° TO CONIC w/ 1/4' MASONRY ° a ° , ° ° • w Q-
• ANCHOR b' MAX EACH SIDE ° o °� NOTCH COLUMN AS REO'D. Z O
< ° < OF POST AND 24' O.C. MAX • ° . • • a ° ° , A` ° a
�A COLUMN PER PLAN 0 U.
6"
3000 PSI CONC. ° ° DESIGN DATE: 11/11/2020
SLAB/ FTG. I/4' TAPCON (RED HEAD MFG. OR EGUAL) WITHIN 6' OF COLUMN REVISION 1: DATE
6x6-I0
x10 WWM FRONT VIEW 6 24' O.C. MAX. 1-1/4' PENETRATION INTO UNDERLYING FOOTING
OR FIBERMESH
ALTERNATE DETAIL "G" SLOPED REVISION 2: DATE PAGE
DETAIL "B" - 2"W' OR LARGER SELF MATING DETAIL "F" - DOOR JAMB & HEADER PURLIN CONNECTION SCALE: N.T.S. DRAWN BY: TCP
UPRIGHT TO DECK DETAILS SCALE: N.T.S. CONNECTION SCALE: N.T.S. SCALE: NITS
GIRT FASTENED INTERNALLY AT EACH END
w/ #10x1.5' EACH SCREW GROOVE. FASTEN
TO BEAM w1 2x2x_125 ANGLE (2) 912 SMS
INTO BEAM 8 (2) 910XL5 THRU ANGLE INTO
GUTTER WHERE NO GIRT IS PRESENT, ATTACH
ANGLE DIRECTLY TO GUTTER -�
2'x2'xl/8' ANGLE
w1(2) #12 SMS
EACH LEG
BEAM
CLOSE BOTTOM OF
BEAM WHEN TRIMMED
.041. RECEIVING CHANNEL,
FASTEN w/(2) #12 SMS
EACH SIDE OF BEAM -
GIRT
#10 SMS WITHIN 6'
OF BEAM 8 24' O.C.
2x2X1/8' ANGLE
EA. SIDE OF BEAM
w/(2) #12 SMS
EACH LEG EACH SIDI
FOR BEAMS ABOVE 2x8 INSTALL
GUTTER BRACE AT MIDPOINT
BETWEEN BEAMS 8 INCLUDE 2'
GUTTER BRACE AT EACH BEAM
LOCATION
I o
FOR GUTTER TO FASCIA:
(2) #12 SMS (U #14 @ 18' O.C.
o FOR GUTTER BRACE/ STRAP:
° I (2) #14 EA. STRAP
F0 o SEE TOP VIEW
OR BEAM OVER Zx5
.044 RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTER
INTERNALLY w/(2) #12 SMS
ALTERNATELY 2x2XI18- ANGLE BELOW GIRT, (2) #14 SMS INTO
BEAM 8 (2) #12 SMS INTO STRUCTURAL GUTTER
SIDE VIEW
TOP VIEW
DETAIL "H" BEAM TO GUTTER
CONNECTION SCALE: N.T.S.
FASTEN GUTTER TO
FASCIA w/ 9102'
WOOD SCREW 18' O.C.
(2) #12 SMS
(2) #14X2'
WOOD SCREW
FASCIA (2'x6' MIN. EXISTING)
STRUCTURAL
GUTTER
'' I-F
o c o- o o f
FJ °
o ° `
c o I I(
F o
° o I
F
\\ c ° o c
- o ° o ° 1. I
o 0
F F
\\ o 0 0 3/16'-5052-H32 GUSSET
\ 1F INTERNAL OR EXTERNAL
\\° 8' INTO EA. SIDE TYP.
F (2XI0SMB ILLUSTRATED)
NOTE F
INSTALL FASTENERS ALONG PERIMETER OF GUSSET
-BEAM JOINT 3/8' MIN, FROM EDGE. FASTENERS
MAY BE STAGGERED TO INSURE PROPER
OUANTITY PER TABLE B-I
FASTENER PATTERN MAY APPEAR DIFFERENT
FROM ILLUSTRATION.
MAINTAIN 112'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 OUANTITY PER TABLE B-I
TABLE B-I
Kt
SIZE
COL. TO
BECM
0TY 5M5/
SIDE OF COL. I
BEAM TO i
BEC `
Oit' .,t�5)
FACE/SIDE
2 x 4
(5) #12
i (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
00 #14
(14) #14
2 x 10
(16) #14
(I5) #14
DETAIL "K" GUSSET CONNECTION
SCALE: N.T.S.
.050' GUTTER STIFFNER
FASTEN TO FASIA w(2)
#14x2' WOOD SCREW
FASTEN TO GUTTER w(2)
#12 SMS —
GUTTER
GUTTER
WHEN BEAM 8 PURLIN
HIT ON CORNER -
FASTEN OUTSIDE OF
BEAM 6 PURLIN
w/ Ii8'x2'xZ' ANGLE
8 (4) 912 SMS EACH LEG
FASTEN INSIDE CORNER
(BEAM TO PURLIN)
w! 118'x2'x2' ANGLE
w/(2) #12 SMS
INTO EA. MEMBER
(BEAM 8 PURLIN)
(9) #10):2'
DETAIL "M" BEAM & PURLIN TO GUTTER
CONNECTION SCALE: N.T.S. 1/8' PLATE ON 45* ANG(
OR 118'x2'X2' ANGLE w1(
#12 SMS INTO EACH
INTERSECTING MEMBER
(2) #14 WOOD SCREWS
(2) #12 SMS INTO FASCIA I
PERIMETE(
FRAMING
2x2x118' ANGLE wi(2) GIRT
.12 SMS EA. LEG
c c
DETAIL "1-2" CABLE CONNECTION
SMB AT CORNER SCALE: N.T.S.
o
° ( °
A
C
co
>. 'a @ c:Digitally
signed
rnit ��m
Om
Craig E
�•�by
�U �-
= �: No.60102 _
-:Gunderson
° ` 3 *0 y
N
- -
�w
Date:
� a4)
.o co LL! in .ap � E
m I'Da m y. n
���
; p'•. STATE OF :
a 1L ,
.. CORfOP': ��
2020.11.12
_.0�m
E m 0 02, 9
,Fss..... �,�,
�ONAt-�oo`
6
'O N N -a m 2
"""w"11
14:39:45-05'00'
0)'0 0) 0) .N .N ...
0C C C '-
C
C m� m O -
f-.N(D m U U... N
--
-
1/8' STAINLESS STEEL
118'x2'):4' STRAP
STRUCTURAL GUTTER
MIN.
BRAIDED CABLE
(2) #12 SMS INTO BEAM
SIDE VIEW
60`
60` MAX.
(2) 412 SMS INTO GUTTER
I
(
GIRT
(2) GUTTER BRACES
/�j/
!
EACH w1(2) #12 SMS
FASCIA i
INTO GUTTER 8 (2) #14 x 2'
4' MIN. SLAB
WOOD SCREWS INTO FASCIA
w/FOOTING
3t8' DIA x 3' EMBED
CONC. SCREW ANCHOR
2x2xU8' ANGLE w/(2)
(iT o �«
(TAPCON OR EOUAU
#12 SMS EA. LEG
3000 PSI CONC.
6x6-IOx.10
i
�O�'MN'
X.
V4YJM OR FIBERMESH
SMB
Iz,
! V
I
1
I/8'xZ'x4' STRAP '
(2) #12 SMS INTO BEAM GIRT
12) #12 SMS INTO GUTTER STRUCTURAL GUTTER
TOP VIEW
DETAIL "L" CORNER GUTTER
CONNECTION SCALE: N.T.S.
4' MIN. SLAB /
wlF00TING J
1.5'x5.5' ALUM. STRAP
w1(2) 1/4' DIA. x 2-114'
MASONRY ANCHOR
(TAPCON OR EOUAL)
DETAIL '14' CABLE
CONNECTION
AT FOUNDATION
SCALE: N.T.S.
(EBOLT FOR
4BLE TENSION
118' STAINLESS STEEL
BRAIDED CABLE
3000 PSI CONC.
6x6-10x10
WWM OR FIBERMESH
C)
LO
J
M
co
1—
co
zzo
0
—
rY
— 0
ry p U
W
j � 0)
z �
z_
LL ' .
H
V
z
oCc'
W `—
ern'
Q
0
�—{��
U
ry
0
0
_j�^
LL
L
U
J
J
�
Q
z
m
W
F-
W
W
NN
Of
IJU
cr W
o
z
OQ
zU
J
W
_j 00
f
(� ^
Z
0
0
W.
U
CL
DESIGN DATE:
11/11/2020
REVISION 1:
DATE
REVISION 2: DATE
PAGE:
/�
4
DRAWN BY: TCP
SCALE: NTS
3116" 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 c
o c c
0 0 0
0 0
0 0 -
1 1/4" (TYPICAL)
�2 31
5' 6
519 8'
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 1-114" 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 INDICATED
BELOW PROVIDE INTERIOR
ANGLE ABOVE AND BELOW
CHAIRRAIL
EXTERIOR PLATE
CORNER POST /- EAVE RAIL
1"x2"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
K-BRACE
LATERAL "K"-BRACING
CONNECTION DETAILS
GUSSET PLATE
PER E-SERIES
PURLIN
3" x 2" x 0.050" MIN., 6063-T6 ALLOY
PLATE DR STRONGER (ONE SIDE)
(3) - #12 x 3/4" S.M.S.,
EACH SIDE AS SHOWN
(1/2" MIN. PLATE EDGE
DISTANCE & C-C
FASTENER SPACING)
1" X 2" O.B. FASTENED TO CORNER
POST W/ #12 X 1 1/2" SMS AT 6" FROM
ANGLE — TOP & BOTTOM RAILS TYPICALLY @ 24" O.0
1" INTO EACH I 1/8" X 2" X 2" EXTRUDE ANGLE 5052
DICATED BELOW H-32 ALLOY EA CORNER W/ (2) #14 X 2"
T I SMS INTO POST & (1) 3/8" DIA
CORNER POST CONCRETE SCREW ANCHOR INTO
j CONCRETE
6" 1
(2) #10 X 1 1/2" SMS
THRU SCREW BOSSES z va Mai CONC
NCHOR E BEDMENT
SLAB/FOOTING
NOTES: SEE PLAN
1, CONNECTION DETAIL
AT EAVE RAIL SIMILAR
SELF MATING
BEAM
CONTRACTOR TO INSTALL
(2) #14 X 2" SMS THRU BRACE
INTO BEAM THRU GUSSET
PLATE
SIDE VIEW
CORNER K-BRACE DETAIL
SCALE: N.T.S.
(4) #14 X 3l4" SMS
INTO POST
1" X 2" BASE PLATE
ANCHORED TO CONC Wl 1/4"
CONCRETE SCREW ANCHOR
(MIN. 1 1/4" EMBED)
6" MAX EACH SIDE OF POST
AND 24" O.C. MAX
T
C
co
C
Digitally signed
"-�
°�.:�ENSFRso,
by Craig E
NU m S G•p >
V: 2
*: No.60102 -• * `:.Gunderson
ZQ C m 22
-
0- 0
6 UU fn 'UO -m N
* -
_ -Date:
•-. STATE OF
.Q
,f,�a�a o
" N rn y
to c ME
�>�`
t
'oF L�,.
sso
20201112
c o
E m 1 2 -6 c
��.�.�c.0
NAu,,..++`
r r
14:39:52-0500
- 67'a CDA)
fN C C C •fl. C U
L 2)7 Vl O O�-
{—N (7 U U ...• N
2„ -
r I
CORNER POST W/ 1" X 2" @
;, —,._ BACKSIDE
3/8" X LENGTH AS REQUIRED
FOR 2 1/4" EMBED CONCRETE
SCREW ANCHOR INTO
CONCRETE
FRONT VIEW
DETAIL #2
CP-1 CORNER POST TO CONCRETE DETAIL
A 4 SCALE: NTS
CORNER POST
{f
j
6" x 5" x 0.050"
COLUMN
6063-T6 ALLOY PLATE
j K-BRACE
(ONE SIDE) OR STRONGER 2 x 2 x 0.093
i
BRACE (TYP.)
i
I
K-BRACE
I x2x0.093
BRACE (TY .
2 x 3 x 0.070 CHAIR RAIL
O
0 0 O
Oi
O
_ --- ____ _
O
p
i O
I O O
1
O
GIRT (CHAIR RAIL)
K-BRACE
/
I O O O l
O
�I 318" 0 CONCRETE ANCHOR (2 PLATES)
FOUNDATION IN LIEU OF TYP. 1/4" 0 CONCRETE
SCREWS FOR CORNER COLUMN
LATERAL "K"-BRACING
CONNECTION DETAILS
L I
2x2x0.093
BRACE (TYP.) (11 TOTAL) -#12 x 3/4"
S.M.S. AS SHOWN (1/2" MIN.
PLATE EDGE DISTANCE &
LATERAL "K"-BRACING C-C FASTENER SPACING)
CONNECTION DETAILS
J C)
�
( t1 F—
(Y)
ZZ
Zip
Q E
0
13� O V
WJOcoa)
W<C
J �
.c
Z ryUJ
N
V
co
�—
Z�O-
W-Q�
d Q
=
E-
U
L.L r
I-
0(0W
O
J r-
d'
a-
N
L0
M
O
N
w
U
U
J
>-
J
Q
Z
m
W
E--
w
W -j
H co
W
W
O
o
�ZU
J
Z
Q O
V
�00�
W
'
>�>IIdlj•Q
> 0-
Z
O
O
U
Tf
a_
DESIGNDATE:
11/11/2020
REVISION 1:
DATE
REVISION 2: DATE
PAGE:
G
J
DRAWN BY: TCP
SCALE: NTS
(3) 1/4" DIA. MACHINE BOLTS
w/ 3/4" DIA. WASHERS THRU
CARRIER BEAM & POST
®
CARRIER BEAM
0
1
11106111
VARIES
I"X2" MEMBER
FOR SCREENING
HORIZONTAL BEAM
ON ITS SIDE
(IF REQUIRED)
7k7' FASTENED TO CARRIER
BEAM w/(2) # I0x1-1 /7' SMS INTO
SCREW BOSSES EACH END
2"x7'xO.125"
I
2'FOR SINGLE
RECEIVING CHANNEL
HORIZONTAL BEAM
OR ANGLE EACH SIDE
4" FOR DOUBLE
HORIZONTAL
(6) # 10x0.75' SMS
BEAM OR 4"x4"
EACH SIDE
6" FOR TRIPLE
�
HORIZONTAL
BEAM OR 6X6
(12) #l0x0.75"SMS
2 ROWS OF (6) FOR
RECEIVING CHANNEL
OR (6) EACH ANGLE
CARRIER BEAM TO POST DETAIL
SCALE: NTS
CARRIER BEAM
N
1"x2"MEMBER O
FOR SCREENING- 0
# I Ox 1-1 /7' SMS @ 24"
O.C. MAX CONNECTING
TO 1"x7' CARRIER BEAM
# 10x1-I /7' SMS @ 24"
O.C. MAX CONNECTING -
TO i"x7' POST
(2) 3/8" DIA. EXPANSION BOLTS
SEE NOTE # 1 THIS PAGE
FORBOLTPLACEMENT
(2) 1 /4" DIA. MACHINE
BOLTS w/ WASHERS
i
! (- 2'FROM EDGE
7FROM EDGES (; OF SLAB/ FIG.
OF SLAB/ FIG. V(
1 !
TOP VIEW
(2) 1 /4- DIA. MACHINE
BOLTS w/ WASHERS 3"6" POST
(SEE PAGE-2
(2) 3/8" DIA. EXPANSION BOLTS FOR SIZE)
SEE NOTE # 1 THIS PAGE
FOR BOLT PLACEMENT
I
�'-- 3"x3"x0.I25 ANGLE
• a
o ID
3000 PSI CONC.
SLAB/ FIG. FRONT VIEW
6x6-10x10 WWM
OR FIBERMESH
3"x3" POST CONNECTION DETAIL
SCALE: NTS
7'xnO.125"
RECEIVING CHANNEL
ROOF BEAM (SLOPED OR FLAT)
(NOTE USE SIMILAR DETAIL FOR
NOTCHED UPRIGHT CONNECTION
TO CARRIER BEAM
3/4" SMS SEE TABLE FOR SCREW
SIZE/ QUANTITY (TYP. EACH SIDE)
(2) ROWS OF 3/4" SMS SEE TABLE
FOR SCREW SIZE/ QUANTITY
NOTE: FOR DOUBLE OR TRIBLE CARRIER
BEAM, OUTSIDE WEBS SHALL OVERLAP
4x4 POST OR NOTCH POST AS ABOVE
FOR 6x6 POST. ALL CASES, CONNECT
USING MACHINE BOLTS DECRIBED ABOVE.
ROOF BEAM TO CARRIER BEAM
CONNECTION DETAIL SCALE: NTS
7'x SMB
(SEE-PAGE-2
(2) 3/8" DIA. EXPANSION BOLTS
FOR SIZE)
SEE NOTE # 1 THIS PAGE
FOR BOLT PLACEMENT
(2) 1 /4" DIA. MACHINE
--',
BOLTS w/ WASHERS
1
n
7' FROM EDGE
FROM EDGE u
OF SLAB/ FIG. E
OF SLAB/ FIG.
3'k3" POST
(SEE PAGE-2
FOR SIZE)
(2) 1 /4" DIA. MACHINE BOLTS
w/ WASHERS (2 TOTAL PER
POST/SMB CONNECTION)
12) 3/8" DIA. EXPANSION BOLTS
SEE NOTE # I THIS PAGE -
FOR BOLT PLACEMENT
TOP VIEW
STITCH w/(2)
# 12x3/4" SMS
@ 12"O.C.
7'xSMB
(SEE_ PAGE-2
FOR SIZE)
356"W.125" ANGLE
3000 PSI CONC.
SLAB/ FIG. FRONT VIEW
6x6-1Ox10 WWM
OR FIBERMESH
3"x3" POST wI 2x SMB CONNECTION
DETAIL SCALE: NTS
NOTES:
1.3x3 POST TO HAVE 3/8" RED HEAD - TRUBOLT WEDGE ANCHORS (STAINLESS STEEL, PROVIDE MINIMUM 2" FROM EDGE OF SLAB AND PROVIDE MINIMUM
2" SPACING TO ANY OTHER CONNECTOR. SEE MFG. NOTES FOR INSTALLATION REQUIREMENTS. THREADED ROD REQUIRES 3" MINIMUM EDGE DISTANCE.
2.4x4 POST TO HAVE 1/2" RED HEAD - TRUBOLT WEDGE ANCHORS (STAINLESS STEEL, PROVIDE MINIMUM 3-3/4" FROM EDGE OF SLAB AND PROVIDE MINIMUM
3-3/4" SPACING TO ANY OTHER CONNECTOR. SEE MFG. NOTES FOR INSTALLATION REQUIREMENTS.
3. WHERE PAVERS ARE PRESENT ANCHOR LENGTH SHALL BE INCREASED BY THICKNESS OF PAVER NOT TO EXCEED 2-1/2" FOR PAVER THICKNESS MORE THAN
2-1/2" SPECIFICATIONS SHALL BE REQUIRED. PAVERS SHALL BE BONDED TO UNDERLYING CONCRETE FOUNDATION.
ROOF BEAM TO C.B. W/ REC. CHANNEL TABLE
BEAM
SIZE
QUANTITY/ SIZE
LEG TO BEAM E/S
QUANTITY/SIZE
TO BEAM. INTERNAL
2 x 4
(4) # 12 OR (2) # 16
(8) # 12 OR (3) # 16
2 x 5
(5) # 12 OR (3) # 16
(10) # 12 OR (3) # 16
2 x 6
(5) # 12 OR (3) # 16
(10) # 12 OR (4) # 16
2 x 7
(6) # 14 OR (4) # 16
I(12)#14OR(4)#16
2x8
(7) # 14 OR (4) # 16
(12)#14OR(6)#16
2 x 9
(8) # 14 OR (5) # 16
114) # 14 OR (6) # i b
2 x 10
(9) # 14 OR (6) # 16
(14) # 12 OR p) # 16
(2) 1/2" DIA. EXFANSION BOLTS
SEE NOTF #2 THI` "
FOR BOLT PLA(
3-3/4" FROM
OF SLAB/ FIG
T
C
� m
O
':3 M 0
Digitally signe
Uj 3 p
o c c � a
zy:
by Craig E
a,U m c-0 >
*r No.60,02 .i ?
Gunderson
c c E co -0
c
N UO N vi
76 L4
; �'•. STATE OF :'t
Date:
(3) 1/4"DIA.MACHINEBOLTS
3/4" DIA. WASHERS THRU
.0 -6 m E
� w )'- N p
-0
'% �`s••.<OR10?'�G���
.
�O'io 1 1.1 �:.
L 1 I
w! POST
CARRIER BEAM POST
� c 0),,, tr O
E 1602 m
CDrn
,, `SJON �:
�� "'1....„„ O
14:40:08 -05 01
'o a� m w -0 o
.-aN
tq C C C -Q C lot
U
t 0) O'Vl 0 0
TOP VIEW
®C
CARRIER BEAM 0 1t_
I
(31 1/4" DIA MACHINE BOLTS POST
w/ 3/4" DIA, WASHERS THRU
CARRIER BEAM & POST
(3) 1 /4" DIA. MACHINE BOLTS
w/ 3/4" DIA. WASHERS THRU
CARRIER BEAM & POST
CARRIER BEAM
(3) 1/4-DIA. MACHINE BOLTS
w/ 3/4" DIA. WASHERS THRU
CARRIER BEAM & POST
FRONT VIEW
CORNER CARRIER BEAM CONNECTION DETAIL
SCALE: NTS
4" DIA. MACHINE 14) 3/8"x4" TAPCON THRU
S w/ WASHERS BOTTOM LEG OF ANGLE
INTO CONC.
(3) 1 /4" DIA. MACHINE
BOLTS w/ WASHERS
3-3/4" FROM EDGE
OF SLAB/ FIG. 3-3/4" FROM EDGE
OF SLAB/ FIG.
TOP VIEW
J O
Lo
co
Ur F—
co
zzo
0
U
M
Li.
p
W _.i
0 ao =
z_
'— a)
wm
tr1 ~
coC
Z
O —
W Q
t<
Q
I—
U
cr
0
o
-ten
L�
N
L0
0
N
O
z
F—
W
i
O
(3) 1/4-DIA. MACHINE TOP VIEW j '
BOLTS w/ WASHERS
4"x4" POST
(2) 1/7' DIA. EXPANSION (SEE PAGE-2 COLUMN PER PLAN
FOR SIZE) I
BOLTS SEE NOTE #2 — (3) 1J4"DIA. MACHINE
THIS PAGE FOR BOLT BOLTS w/ WASHERS
PLACEMENT 1 /8"x2"x7'x3-3/4"
Tx4"x0.125 ANGLE (LENGTH) ANGLE
j ( (4j 3/8"x4" TAPCON (INTERNAL) (�
li THRU BOTTOM LEG II j U
OF ANGLE INTO CONC. (�� �-
ap W
fn
�j o o Cj • e rr W ii
U
3000 PSI CONC. � • � � • � • , ' � � �
SLAB/FTG. FRONT VIEW 3000 PSI CONC.LLJ6x6-10x10 WWM SLAB/ FIG. FRONT VIEW I W o J Z U
OR FIBERMESH 6x6-10x10 WWM O 0
Z
OR FIBERMESH U F Q 00 J
4"x4" POST CONNECTION DETAIL 4X4 COLUMN ALT. BASE ATTACHMENT F 0 d
SCALE: NTS DETAIL SCALE: NTS z w
O of
v a
DESIGN DATE: 11/11/2020
REVISION 1:
REVISION 2: PAGE:
DRAWN BY: TCP
SCALE: NTS