HomeMy WebLinkAboutSolomon EnginerngDESIGN CRITERIA:
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APPLICABLE CODES, REGULATIONS & STANDARDS
ALUMINUM SPECIFICATIONS
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ALUMINUM MEMBERS DIMENSIONS 3 o o
1. THE 2017 FLORIDA BUILDING CODE, SPECIFICALLY CHAPTER 16
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS
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STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CH. 23 WOOD.
OTHERWISE NOTED.
HOLLOW SECTIONS o •� m °'mai
2. AA ASM 35 & SPECIFICATIONS FOR ALUMINUM STRUCTURES,
2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH
"Uro°' 15 >
2x2:2"x2"x0.050" � m � ca
PART 1-A OF THE ALUMINUM DESIGN MANUEL PREPARED BY
# 12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER.
2 x 3: 2" x 3" x 0.050" °' fl a m E m
THE ALUMINUM ASSOCIATION, INC. WASHINGTON D.C. 2005 ED.
3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050".
2 x 4: 2" x 4" x 0.05x'ami -o 0 0_> R a N
3. ASCE 7-10 & SE17
4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS
2 x 5: 2" x 5" x 0.059' s m W -a E
4. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
(KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024
v, y a ro y .2 =
5. AC1318 CONCRETE REFRENCE MANUAL.
INCHES.
LO
OPEN BACK SECTIONS -0 � .�'� v `�'
it
5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN
1 x 2: 1"x 2" x 0.044" E +O `� o m c'c
WIND LOADS
WIND SPEEDS EXCEED 75 MPH PER FBC.
6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
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1x3: 1"x3"x0.045" �- d� rnm•-.N ..
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1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE
APPROVED BY FLORIDA ENGINEERING LLC.
�
SNAP SECTIONS H in 0 Fn e v a�
1604.5: RISK CATEGORY 1.
5. 1"X2" & 1"X3" NON STRUCTURAL MEMBERS MAY BE USED
2 x 2 SNAP: 2" x 2" x 0.045"
2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS
INTERCHANGEABLY.
2 x 3 SNAP: 2" x 3" x 0.050"
REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE
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1609.3.1 EQUIVALENT BASIC WIND SPEED: _ 150
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2 x 4 SNAP: 2" x 4" x 0.045"
MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: C
FASTENER SPECIFICATIONS
REVISION 1:
3. WIND LOADS PER FBC TABLE 2002.4 (MWFRS)
1. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER
SELF MATINGSMB
MATING(SMB)
VUU = 150 MPH &EXPOSURE = C
_
ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS
2 x 4 SMB: 2" x 4" x 0.046" x 0.100"
OR BETTER, INSTALLED TO MFG. SPECIFICATIONS)
2 x 5 SMB: 2" x 5" x 0.059'x 0.116'
FOR 20 X 20 X 0.013" MESH SCREEN
2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
2 x 6 SMB: 2" x 6" x 0.050" x 0.120"
HORIZONTAL PRESSURES ON WINDWARD SURFACES = 43 PSF
FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS.
2 x 7 SMB: 2" x 7" x 0.055" x 0.120"
HORIZONTAL PRESSURES ON LEEWARD SURFACES = 34 PSF
3. WHERE WOOD DECK IS PRESENT USE 114" X 3-1/2" GALV. LAG
2 x 8 SMB: 2" x 8" x 0.077' x 0.224"
VERTICAL PRESSURES ON SCREEN SURFACES = 12 PSF
SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE
2 x 9 SMB: 2" x 9" x 0.072" x 0.224"
VERTICAL PRESSURES ON SOLID SURFACES = 36 PSF
SPECIFIED.
2 x 9(H) SMB: 2" x 9" x 0.082" x 0.306"
4. 1"X2" NON STRUCTURAL MEMBERS ATTACHED TO HOST
2 x 10 SMB: 2" x I a' x 0.092" x 0.374"
FOR 18 X 14 X 0.013" MESH SCREEN, APPLIED FACTOR = .88
A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED
FOR ALLOWABLE STRESS DESIGN, APPLIED FACTOR = .6
1/4" X 2-3/4"TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS
DETAIL A
B. FOR WOOD APPLICATION USE # 14 X 2-3/4" WOOD SCREW AT
24" O.C. AND 6' FROM ENDS.
FOUNDATION DESIGN
C. FOR ALUMINUM APPLICATION USE #10 X 1-1/2" SMS OR TEK
FOOTING SIZE EXISTING CONCRETE SLAB. NO ADDITIONAL FOOTING
SCREW AT 24" O.C. AND 6" FROM ENDS
OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED
D. WHERE I"X2" INSTALLED THROUGHOUT AN "OPEN VIEW"
CONSTRUCTION IF A MINIMUM 4" CONCRETE SLAB IS PROVIDED IN
SPACING SHALL BE REDUCED TO 18" O.C. AND 6" FROM ENDS
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
MASONRY SPECIFICATIONS
CONTRACTOR. SEE TYPICAL FOOTING DETAILS FOR NEW FOOTING
1. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD
DESIGN MINIMUM REQUIREMENTS.
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED
ON TYPE M OR S MORTAR.
2. ALL MORTAR SHALL BE TYPE M OR S.
SPECIFICATIONS
3. ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE
THE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT:
MAXIMUM COARSE AGGREGATE SIZE OF 3/8".
1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER IN
4. PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
THE SCREEN ENCLOSURE SCOPE OF NOT, BY ONE OR MORE
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN
REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE
HEIGHT.
APPLICABLE:
o. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING COMPONENTS:
MISCELLANEOUS
i. PORTLAND CEMENT TYPE 1 - ASTM C 150
1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL
ii AGGREGATES - LARGE AGGREGATE 3/4 MAX. - ASTM C 33
COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC
iii. AIR ENTRAINING +/- 1 % - ASTM C 260
R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS.
iv. `NATER REDUCING AGENT - ASTM C 494
2. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
v. CLEAN PORTABLE WATER
MANUFACTURED HOME, TRAILER HOME, OR PRE -FAB HOME.
vi. OTHER ADMIXTURES NOT PERMITTED
IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPERATE 4TH
b. METAL ACCESSORIES SHALL CONFORM TO:
WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT 'NO
i. REINFORCING BARS - ASTM A615, GRADE 60
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME.
ii. WELDED WIRE FABRIC - ASTM A185
3. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN
C. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3"
THE FIELD.
OR MORE THAN 5". WATER ADDED AFTER BATCHING IS NOT
4. WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR
PERMITTED.
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI
d. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE
GROUT WITH BONDING AGENT.
INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3
5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE
INCLUDING HOT WHEATHER RECOMMENDATIONS.
COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED
e. MOIST CURE OR POLYETHYLENE CURING PERMITTED.
STRUCTURE.
f. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE SUBSURFACE
6. ALL 2X4 & GREATER ARE TO BE 2 x 4 SMB: 2"x4"x0.044"x0.100"
ARE FOR TERMITES IN COMPLIANCE WITH THE FBC.
UNLESS OTHERWISE INDICATED.
g. CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR
BARRIER.
2. WHEN PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR
RESPONSIBILITIES
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI
1. ALL SITE WORK SHALL BE PERFORMED BY A LISCENED
GROUT WITH BONDING AGENT
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
3. WHEN APPLICABLE FOR NEW SLAB ADDITION TO ADJACENT
CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL
DRILL & EPDXY #5 X 8" REBAR INTO EX. FOUNDATION WITH 1" MIN.
BE NOTIFIED OF ANY DISCREPANCIES.
HOLE, EMBED 4" MIN W/ NON -SHRINKING SIMPSON EPDXY-TIE
2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION,
(OR EQUAL) 48" O.C. TYP. ALL LOCATIONS
THE CONTRACTOR SHALL VERIFY AND ENSURE INSTALLATION
4. WHEN APPLICABLE FOR NEW FOOTER TO EXISTING, DRILL &
HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH
EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1" MIN. HOLE,
MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH
EMBED 6" MIN W/ NON -SHRINKING SIMPSON EPDXY-TIE
THE ATTACHED DETAILS.
(OR EQUAL) TYP. ALL LOCATIONS
3. FOR "PICTURE WINDOW" MODIFICATION TO EXISTING SCREEN
5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHERWISE
ENCLOSURES, ALL OTHER "EXISTING SCREEN ENCLOSURE"
NOTED.
FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED
IN THESE DETAILS. CONTRACTOR IS TO VERIFY & ASSURE
EXISTING SCREEN ENCLOSURE IS STRUCTUALLY SOUND.
,GE. GUNpF
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Date:
2020.11.02
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DESIGN DATE:
10/29/2020
REVISION 1:
DATE
REVISION 2: DATE
PAGE:
DRAWN BY: TCP
SCALE: NTS
9'-6"
HOUSE WALL
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'HORIZONTAL OR SLOPED
BE4n
QTY EACH SIDE/SIZE
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i-
W/(2) #10x1 -I/2' SMS. FASTEN TO
4/12
EAVE RAILS ABOVE Wf #10X1-1/2' SMS
5/12
24' O.C. AND 6' FROM END.
TABLE
5/12
BE4n
QTY EACH SIDE/SIZE
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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
MAINTAIN MIN. OF 5/8' SEPERATION
FROM EDGE OF BEAM SMS O.C. TYP.
BEAM PER PLAN
140TCHED TO RECEIVE
COLUMN WITHIN
SMS. (EACH SIDE)
OTY PER TABLE D
NOTCH PP.OFILE MAY VARY
TO PERMIT CORRECT # SMS
COLUMN PER PLANS
DETAIL "E" - UPRIGHT TO BEAM
CONNECTION SCALE: N.T.S.
(2) #10x3' SMS INTO SCREW
BOSSES FOR EDGE MEMBER
(2) #10x2'
INTO BEAM
BEAM
INSTALL BRACE
TO CORNER
DETAIL "D" - ROOF BRACING
CONNECTION SCALE: N.T.S.
NOTE: IF PAYERS ARE I/4' DIA. TAPCON SCHEDULE 3/8' DIA. TAPCON SCHEDULE
PRESENT. CONCRETE .— _—_
ANCHORS SMALL UPRIGHT I OTY. TAPCON/ OTY. #12 SMS E/S I UPRIGHT I OTY. TAPCON/ OTY. #12 SMS EIS
PENETRATE INTO 2X3 (1) L)4" TAPCON/ (4) #12 2X3 i(U 3/8" TAPCON/ (4) #12
FOOTING <, 4' MIN. --
(TYP.) ' 2X4 j (2) 1/4" TAPCON/ (4) #12 i 2X4 1(2) 3/8" TAPCON/ (4) #12
2X5 I(2) 1/4" TAPCON/ (4) #12 ! 2X5 (2) 3/8" TAPCON/ (4) #12
NOTE: WHEN FASTENING I
TO W: OD USE U4' GALV. I 2X6 ((3) 1/4" TAPCON/ (6) #12 2X6 ! (2) 3/8" TAPCON/ (6) #12
LAG SCREW IN LIEU OF
CONC. ANCHORS AND 2X7 (3) 1/4" TAPCON/ (6) #12 2X7 (2) 3/8" TAPCON/ (6) #12
ENSURE PENETRATION 2X8 4) 1/4AON/ (8) #12'
EN 2-1/4' INTO (" TPC1 2X8 1(3) 3/8" TAPCON/ (6) #12 t
STRUCTURAL FRAMING ( 2X9 (4) 1/4" TAPCON/ (8) #12 I 2X9 I(3) 3/8" TAPCON/ (6) #12
BENEATH (TYP-) I '
2X10 (5) 1/4" TAPCON/ (10) #12 2XIO 3/8" TAPCON/ (8) #12
SCHEDULE BASED ON 2-1/4' MIN. SCHEDULE BASED ON 2-1/4' MIN.
CONCRETE ANCHOR EMBEDMENT CONCRETE ANCHOR EMBEDMENT
i
SELF -MATING OR
1/8,x2'x2'x ANGLE ` SNAP SECTION TYP.
5032 H 32 ANGLE } PER PLAN
(2) - #12 SMS INTO COLUMN t
I/4' MASONRY ANCHOR EACH 17.Y O.B. BASE PLATE-TYP.
ANGLE - EACH SIDE COL. c o
2-1/4' MIN. CONC. 0 0 1-1'4- MIN. CONC.
ANCHOR EMBEDMENT ANCHOR EMBEDMENT
2' MIN. ANCHOR SPACING
WHEN GREATER THAN 2x4
4 ` • < - UPRIGHT IS USED SEE
TAPCON SCHEDULE ABOVE
3000 PSI CONC. G
SLAB/ FTG.
6x6 -10x10 WVVM SIDE VIEW
OR FIBERMESH —ThI
U4' MASONRY ANCHOR
AT EACH ANGLE
2 - #12 SMS
1/4' TAPCON XL (RED HEAD MFG. OR EQUAL)
2 @ Ix2 BASE
2 @ SLAB (BEYOND)
I'x2' BASE PLATE ANCHORED
TO CONC w/ P4' MASONRY
IN ANCHOR 6' MAX EACH SIDE
A OF POST AND 24' D.C. MAX
3000 PSI CONC.
SLAB/ F7,.
6x6 -10x10 WWM FRONT VIEW
OR FIBERMESH
DETAIL "B" - 2"x4" OR LARGER SELF MATING
UPRIGHT TO DECK DETAILS SCALE: N.T.S.
EDGE MEMBER
A i. OR PURLIN
0.0625' 6063-T6 FLAT PLATE
w!(8) #10x3/4' SMS. MIN. 1/2'
EDGE DISTANCE, PLATE MAY BE
FASTENED INTERNALLY TO BE
'ALL MEMBERS PER PLAN PACE 2
'MEMBERS VARY PER PLAN PAGE 2
FASTEN TOP OF HEADER TO INTERSECTING
MEMBER w?(2) #10 SMS w; I'
PENETRATION INTO SCREW BOSS OF
MEMBER - TYP. BOTH SIDES
ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNEL w/(4) #10x.75'
INTO GIRT OR PURLIN 8 (2) #I4x.75'
INTO BEAM OR UPRIGHT 0.062 ANGLE
CLIPS MAYBE USED
UPRIGHT. BEAM -SNAP.
SELF MATING, OR HOLLOW
r-
(1 DOOR JAMB
PER PLAN
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Digitally signed
FASTEN HEADER w'(2) #10x3'
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BOSS OF BASE PLATE
{
INTO SCREW BOSS OF HEADER
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GEN F..S':;
byCraig E
ALTERNATE HEADER CONNECTION
�• �P:.•�
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WHEN Z -BAR IS USED - FASTEN
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{ Z -BAR TO COL/HEADER AT EACH
--. STATE OF;.
Date:
I CORNER AND 18' O/C
%�FS F� ORtOp�\�
2020.11.02
ALTERNATE BASE PLATE CONNECTION
ATTACH MEMBER TO BASE PLATE
(INTERNAL) w!(2) #107,2' SMS
(4) #10x2' SMS INTO
SCREW BOSSES
PURLIN
MEMBER
DETAIL "C" - GIRT OR PURLIN TO BEAM
OR POST DETAIL SCALE: N.T.S.
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SIZE RECEIVING CHANNEL
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DESIGN DATE:
10/29/2020
REVISION 1:
DATE
REVISION 2:
DATE
PAGE.
DRAWN BY: TCP
SCALE: NTS
GIRT FASTENED INTERNALLY AT EACH END
w! #10x1.5' EACH SCREW GROOVE. FASTEN
TO BEAM w/ 2x2x.125 ANGLE (2) 4t12 SMS
INTO BEAM 8 (2) #IOxI.5 THRU ANGLE INTO
GUTTER. WHERE NO GIRT IS PRESENT, ATTACH
ANGLE DIRECTLY TO GUTTER -
2'xZ'xl/8' ANGLE
w/(2) #12 SMS
EACH LEG
FOR BEAMS ABOVE 2x8 INSTALL
GUTTER BRACE AT MIDPOINT
BETWEEN BEAMS 8 INCLUDE 2'
GUTTER BRACE AT EACH BEAM
LOCATION
GIRT
910 SMS WITHIN 6'
OF BEAM 8 24' O.C.
2x2x1/8'ANGLE
EA. SIDE OF BEAM
,IA2) #12 SMS
EACH LEG EACH SIDI
TOP VIEW
DETAIL "H" BEAM TO GUTTER
CONNECTION SCALE: N.T.S.
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
c
o F o�
° o i
F c
0 oI
o� c ° of
c c o o lo �
c
F F
c 1 3/16'-5052-H32 GUSSET
x F—'^ INTERNAL OR EXTERNAL
2 \xo 8' INTO EA. SIDE TYP.
` F (2XIOSM8 ILLUSTRATED)
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 8-1
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 318' OF BEAM JOINT,
FASTENERS MAY BE STAGGERED TO INSURE
PROPER OUANTITY PER TABLE B -I
TABLE B -I
w/FOOTING 1
SEAM
SQE
cel. To
eean
OTT SM5,
SIDE OF COL.
BEAM'j
°
(5) #12
FOR GUTTER TO FASCIA:
2 x 5
(5) #12
(2) #12 SMS
2 x 6
(1) #14 @ 18' O.C.
(9).#12
2 X 7
°
FOR GUTTER BRACE/ STRAP:
(12) #12
o
2 X 9
(2) #14 EA. STRAP
CLOSE BOTTOM OF o
0
—
(16) #14
SEE TOP VIEW
BEAM WHEN TRIMMED
--
.044 RECEIVING CHANNEL.
FASTEN w/(2) #12 SMS
FOR BEAM OVER 2x5
EACH SIDE OF BEAM
.044 RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTER
INTERNALLY w/(2) #12 SMS
ALTERNATELY 2x2x1/8' ANGLE BELOW GIRT. (2) #14 SMS INTO
BEAM 6 (2) 912 SMS INTO STRUCTURAL GUTTER
SIDE VIEW
GIRT
910 SMS WITHIN 6'
OF BEAM 8 24' O.C.
2x2x1/8'ANGLE
EA. SIDE OF BEAM
,IA2) #12 SMS
EACH LEG EACH SIDI
TOP VIEW
DETAIL "H" BEAM TO GUTTER
CONNECTION SCALE: N.T.S.
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
c
o F o�
° o i
F c
0 oI
o� c ° of
c c o o lo �
c
F F
c 1 3/16'-5052-H32 GUSSET
x F—'^ INTERNAL OR EXTERNAL
2 \xo 8' INTO EA. SIDE TYP.
` F (2XIOSM8 ILLUSTRATED)
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 8-1
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 318' OF BEAM JOINT,
FASTENERS MAY BE STAGGERED TO INSURE
PROPER OUANTITY PER TABLE B -I
DETAIL "K" GUSSET CONNECTION
SCALE: N.T.S.
.050' GUTTER STIFFNER
FASTEN TO FASIA 4(2)
#14x2' WOOD SCREW
FASTEN TO GUTTER w(2)
#12 SMS _.
GUTTER
GUTTER
WHEN BEAM 8 PURLIN
HIT 014 CORNER -
FASTEN OUTSIDE OF
BEAM 8 PURLIN
w/ V8'x2'x2' ANGLE
8 (4) #12 SMS EACH LEG
FASTEN INSIDE CORNER
(BEAM TO PURLIN)
w/18'x2'x2' ANGLE
wf(2) #12 SMS
INTO EA. MEMBER
(BEAM 8 PURLIN)
DETAIL "M" BEAM & PURLIN TO GUTTER
CONNECTION SCALE: N.T.S.
(2) 914 WOOD SCREWS
(2) #12 SMS INTO FASCIA
2x2%1/8' ANGLE wrt2)GIRT
#12 SMS E4. LEG
< r—
SMB °
I I
1/8'x2'x4' STRAP
(2) #12 SMS INTO BEAM SIDE VIEW
(2) #12 SMS INTO GUTTER
GIRT
FASCIA
i
ZxZx118' ANGLE w1(2) °I
912 SMS EA. LEG
GIRT
STRUCTURAL GUTTER
(2) GUTTER BRACES
EACH w/(Z) 412 SMS
INTO GUTTER 8 (2) #14 X 2'
WOOD SCREWS 114TO FASCIA
SMB
0
bj
I/8'x2'x.4' STRAP
(2) #12 SMS INTO BEAM GIRT
(2) #12 SMS INTO GUTTER STRUCTURAL GUTTER
TOP VIEW
DETAIL "L" CORNER GUTTER
CONNECTION SCALE: N.T.S.
(9) #10x2'
1/8' PLATE ON 45° ANG
OR 1/8'x2'x2' ANGLE wf
#12 SMS INTO EACH
INTERSECTING MEMBER
PERIMETEI
FRAMING
T
C
a Co '0 =_
<0 O 0
U LL1 O
0)
d 0) uE-0
0) U m = o0 OU
T c E = 0)
.O = O E 0S-0
QOS LLI�O=o,E
O)
a .
cu N d N y •- O O
E N N 0 m U
W'0 0) 0a mO
0) -0 01 O ,N .N 2
.= Ox = ' n O O 0) N
f �N 0= U U w 0)
DETAIL "1-2" CABLE CONNECTION
AT CORNER SCALE: N.T.S.
118' STAINLESS STEEL
40. IN.
BRAIDED CABLE
60` MAX.
4 MIN. SLAB
TABLE B -I
w/FOOTING 1
SEAM
SQE
cel. To
eean
OTT SM5,
SIDE OF COL.
SEAM To
SEAM
OTT SMS,
F4CEISIOE
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
2 X 8
(12) #12
(14) #12
2 X 9
(14) #14
(14) #14
2 x 10
(16) #14
05) #14
DETAIL "K" GUSSET CONNECTION
SCALE: N.T.S.
.050' GUTTER STIFFNER
FASTEN TO FASIA 4(2)
#14x2' WOOD SCREW
FASTEN TO GUTTER w(2)
#12 SMS _.
GUTTER
GUTTER
WHEN BEAM 8 PURLIN
HIT 014 CORNER -
FASTEN OUTSIDE OF
BEAM 8 PURLIN
w/ V8'x2'x2' ANGLE
8 (4) #12 SMS EACH LEG
FASTEN INSIDE CORNER
(BEAM TO PURLIN)
w/18'x2'x2' ANGLE
wf(2) #12 SMS
INTO EA. MEMBER
(BEAM 8 PURLIN)
DETAIL "M" BEAM & PURLIN TO GUTTER
CONNECTION SCALE: N.T.S.
(2) 914 WOOD SCREWS
(2) #12 SMS INTO FASCIA
2x2%1/8' ANGLE wrt2)GIRT
#12 SMS E4. LEG
< r—
SMB °
I I
1/8'x2'x4' STRAP
(2) #12 SMS INTO BEAM SIDE VIEW
(2) #12 SMS INTO GUTTER
GIRT
FASCIA
i
ZxZx118' ANGLE w1(2) °I
912 SMS EA. LEG
GIRT
STRUCTURAL GUTTER
(2) GUTTER BRACES
EACH w/(Z) 412 SMS
INTO GUTTER 8 (2) #14 X 2'
WOOD SCREWS 114TO FASCIA
SMB
0
bj
I/8'x2'x.4' STRAP
(2) #12 SMS INTO BEAM GIRT
(2) #12 SMS INTO GUTTER STRUCTURAL GUTTER
TOP VIEW
DETAIL "L" CORNER GUTTER
CONNECTION SCALE: N.T.S.
(9) #10x2'
1/8' PLATE ON 45° ANG
OR 1/8'x2'x2' ANGLE wf
#12 SMS INTO EACH
INTERSECTING MEMBER
PERIMETEI
FRAMING
T
C
a Co '0 =_
<0 O 0
U LL1 O
0)
d 0) uE-0
0) U m = o0 OU
T c E = 0)
.O = O E 0S-0
QOS LLI�O=o,E
O)
a .
cu N d N y •- O O
E N N 0 m U
W'0 0) 0a mO
0) -0 01 O ,N .N 2
.= Ox = ' n O O 0) N
f �N 0= U U w 0)
DETAIL "1-2" CABLE CONNECTION
AT CORNER SCALE: N.T.S.
118' STAINLESS STEEL
40. IN.
BRAIDED CABLE
60` MAX.
4 MIN. SLAB
w/FOOTING 1
3/8' DIA x 3' EMBED
CONC. SCREW ANCHOR
(TAPCON OR EOUAU
(TAPCON OR EOUAU
DETAIL "I -I" CABLE
3000 PSI CONC.
AT FOUNDATION
6x6 -10X10
40` MIN.
60' MAX.
V'71OR OR FIBERMESH
4' MIN. SLAB
w'FOOTING
1.5'x5.5' ALUM. STRAP
w/(2) 114' DIA. x 2-1/4'
MASONRY ANCHOR
(TAPCON OR EOUAU
DETAIL "I -I" CABLE
CONNECTION
AT FOUNDATION
SCALE: N.T.S.
Digitally
signed by
/^
Craig I_
*: No. 60102 * = .Gunderson
=P. STATE OF :'w; Date•
' 0' -Yfxr
SS/ONAL 2020.11.02
15:23:10
-05'00'
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118' STAINLESS STEEL
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BRAIDED CABLE
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3000 PSI CONC.
6x6 -10x10
'NAM OR FIBERMESH
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DESIGN DATE: 10/29/2020
REVISION 1: DATE
REVISION 2: DATE PAGE:
DRAWN BY: TCP 4
SCALE: NTS
3116" 5052-H32 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
0
o c
o
o a o
o c c
oc
1 1/4" (TYPICAL)
2 yg"
2 3'
5 a.
5re' ar
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"X118" 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" 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
K -BRACE
LATERAL "K" -BRACING
CONNECTION DETAILS
1" X 2" O.B. FASTENED TO CORNER
I" ANGLE
- POST W/ #12 X 1 1/2" SMS AT 6" FROM
( 1" INTO EACH TOP & BOTTOM RAILS TYPICALLY @ 24" O.C.
JDICATED BELOW I 1/8" X 2" X 2" EXTRUDE ANGLE 5052
H-32 ALLOY EA CORNER W/ (2) #14 X 2"
CORNER POST I SMS INTO POST & (1) 318" DIA
CONCRETE SCREW ANCHOR INTO
CONCRETE
6" I I
(2) #10 X 1 112" SMSA _
THRU SCREW BOSSES 2 va M CONC
NCHOR E EIEDME
SLAB/FOOTING1
NOTES: SEE PLAN - "I
1. CONNECTION DETAIL
AT EAVE RAIL SIMILAR
GUSSET PLATE - t
PER E_SERIES--N, SELF MATING
/-BEAM
PURLIN
DETAIL #2
3" x 2" x 0.050" MIN., 6063-T6 ALLOY
PLATE DR STRONGER (ONE SIDE)
CONTRACTOR TO INSTALL
(2) #14 X 2" SMS THRU BRACE
INTO BEAM THRU GUSSET
PLATE
CORNER POST
(3) - #12 x 314" S.M.S.,
EACH SIDE AS SHOWN
(1/2" MIN. PLATE EDGE K -BRACE
DISTANCE & C -C I
FASTENER SPACING)
-Zx2x0.093
BRACE(TYE
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
SIDE VIEW
CORNER K -BRACE DETAIL
SCALE: N.T.S.
(4) #14 X 3/4" SMS
INTO POST
1" X 2" BASE PLATE
ANCHORED TO CONC W/ 1/4"
CONCRETE SCREW ANCHOR
(MIN. 1 1/4" EMBED)
6" MAX EACH SIDE OF POST
AND 24" O.C. MAX
2,.
CORNER POST W/ 1" X 2" @
BACKSIDE
FRONT VIEW
3/8"X LENGTH AS REQUIRED
FOR 2 114" EMBED CONCRETE
SCREW ANCHOR INTO
CONCRETE
CP -1 CORNER POST TO CONCRETE DETAIL
A-4 SCALE: NTS
6" x 5" x 0.050" COLUMN
6063-T6 ALLOY PLATE
(ONE SIDE) OR STRONGER 2 x 2 x 0.093
BRACE (TYP.)
K -BRACE —
2 x 3 x 0.070 CHAIR RAIL
K -BRACE
--' O
O O 1 O 5 GIRT (CHAIR RAIL)
m
2 x 2 x0.093
BRACE (TYP.) (11 TOTAL) - #12 x 314"
S.M.S. AS SHOWN (1/2" MIN.
PLATE EDGE DISTANCE &
LATERAL "K" -BRACING C -C FASTENER SPACING)
CONNECTION DETAILS
C
O
Lo
Digitally
woc��
\G�.Gu%F,�;,,
signed by
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�P..\'�CENSF- 0
Craig E
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Y: No. 60102
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15:23:32-05
L a7 � w O O N
I- .N (7 7 U cu):s N
W
JPO
2,.
CORNER POST W/ 1" X 2" @
BACKSIDE
FRONT VIEW
3/8"X LENGTH AS REQUIRED
FOR 2 114" EMBED CONCRETE
SCREW ANCHOR INTO
CONCRETE
CP -1 CORNER POST TO CONCRETE DETAIL
A-4 SCALE: NTS
6" x 5" x 0.050" COLUMN
6063-T6 ALLOY PLATE
(ONE SIDE) OR STRONGER 2 x 2 x 0.093
BRACE (TYP.)
K -BRACE —
2 x 3 x 0.070 CHAIR RAIL
K -BRACE
--' O
O O 1 O 5 GIRT (CHAIR RAIL)
m
2 x 2 x0.093
BRACE (TYP.) (11 TOTAL) - #12 x 314"
S.M.S. AS SHOWN (1/2" MIN.
PLATE EDGE DISTANCE &
LATERAL "K" -BRACING C -C FASTENER SPACING)
CONNECTION DETAILS
C
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DESIGN DATE:
10/29/2020
REVISION 1:
DATE
REVISION 2:
DATE
PAGE:
DRAWN BY: TCP
SCALE: NTS
POST
VARIES
1"x7' MEMBER
FOR SCREENING
HORIZONTAL BEAM
ON ITS SIDE
(IF REQUIRED)
7'x7'x0.125"
RECEIVING CHANNEL
OR ANGLE EACH SIDE
(6) # 104.75" SMS
EACH SIDE
(12) #104.75"SMS
2 ROWS OF (6) FOR
RECEIVING CHANNEL
OR (6) EACH ANGLE
OPTIONAL 2"x7' FASTENED TO CARRIER
BEAM w/12) It 10x1-1 /7' SMS INTO
SCREW BOSSES EACH END
7' FOR SINGLE
HORIZONTAL BEAM
4" FOR DOUBLE
HORIZONTAL
BEAM OR 4"x4"
6" FOR TRIPLE
HORIZONTAL
BEAM OR 6X6
CARRIER BEAM TO POST DETAIL
SCALE: NTS
CARRIER BEAM
I
2x2'x0.125' ANGLE
EACH SIDE TYP.
ROOF BEAM (SLOPED OR FLAT)
(NOTE USE SIMILAR DETAIL FOR
NOTCHED UPRIGHT CONNECTION
TO CARRIER BEAM
OPTIONAL ' O '
1"x2" MEMBER3/4" SMS SEE TABLE FOR
�y;
FOR SCREENING r O QUANTITY (TYP. EACH SIDE)
I •, I
3/4" SMS SEE TABLE FOR
# 10x1-1 /7' SMS @ 24" /; QUANTITY (TYP. EACH SIDE)
O.C. MAX CONNECTING _/ O
TO 1'x2'" CARRIER BEAM NOTE: FOR DOUBLE OR TRIBLE CARRIER
# 10x1-1 /T SMS @ 24" BEAM, OUTSIDE WEBS SHALL OVERLAP
O.C. MAX CONNECTING 4x4 POST OR NOTCH POST AS ABOVE
TO 1'x7' POST FOR POST. ALL CASES, CONNECT
USING
MACHINE BOLTS DECRIBED ABOVE.
ROOF BEAM TO CARRIER BEAM
CONNECTION DETAIL SCALE: NTS
MAY USE: (2) 3/8"x4" TAPCON
IN LIEU OF 3/8" DIA. ANCHORS
(2) 3/8" DIA. EXPANSION BOLTS 6
SEE NOTE # 1 THIS PAGE
FOR BOLT PLACEMENT
(2) 318" DIA. EXPANSION BOLTS
MAY USE (3) # 14x1"TEK SEE NOTE #I THIS PAGE
IN LIEU OF THRUBOLTS FOR BOLT PLACEMENT
(2)3/8 .' DIA. MACHINE 7' FROM EDGE_
BOLTS
/ BOLTS w/ WASHERS OF SLAB/ FTG.
1
7' FROM EDGE
2" FROM EDGE �(, OF SLAB/ FTG. MAY USE (3) # 14x1, TEK
OF SLAB/ FTG. IN LIEU OF THRUBOLTS
i
' 3'x3" POST
TOP VIEW (SEE PAGE -2
FOR SIZE)
(2) 3/8" DIA, MACHINE
BOLTS w/ WASHERS 3'x3" POST (2) 3/8" DIA. MACHINE BOLTS
(SEE PAGE -2 w/ WASHERS (2 TOTAL PER _
(2) 3/8" DIA. EXPANSION BOLTS FOR SIZE) POST/SMB CONNECTION)
SEE NOTE # 1 THIS PAGE (2) 3/8" DIA. EXPANSION BOLTS
FOR BOLT PLACEMENT SEE NOTE # 1 THIS PAGE
i h
FOR BOLT PLACEMENT
�- 3"x3"x0.125 ANGLE
3000 PSI CONC.
SLAB/ FTG. FRONT VIEW
6x6 -10x10 WWM
OR FIBERMESH
3"x3" POST CONNECTION DETAIL
SCALE: NTS
TOP VIEW
7'x_ SMB
(SEE PAGE -2
FOR SIZE)
(2) 3/8" DIA. MACHINE
BOLTS w/ WASHERS
__T 2" FROM EDGE
f OF SLAB/ FTG.
STITCH w/(2)
# 12x3/4" SMS
@ 17' O.C.
7'x_ SMB
(SEE PAGE -2
FOR SIZE)
3'x3"x0.125" ANGLE
3000 PSI CONC. j
SLAB/ FTG. FRONT VIEW
6x6 -10x10 WWM
OR FIBERMESH
3"1 POST w/ 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/
1/8" ANGLE TABLE
(3) 1/4" DIA. MACHINE BOLTS
QUANTITY/ SIZE EA.
LEG TO BEAM
wl3/4" DIA. WASHERS THRU
(4) # 12 OR (2) # 16
CARRIER BEAM & POST
(5) # 12 OR (3) # 16
2 x 6
0
2 x 7
®
CARRIER BEAM
�®
1
POST
VARIES
1"x7' MEMBER
FOR SCREENING
HORIZONTAL BEAM
ON ITS SIDE
(IF REQUIRED)
7'x7'x0.125"
RECEIVING CHANNEL
OR ANGLE EACH SIDE
(6) # 104.75" SMS
EACH SIDE
(12) #104.75"SMS
2 ROWS OF (6) FOR
RECEIVING CHANNEL
OR (6) EACH ANGLE
OPTIONAL 2"x7' FASTENED TO CARRIER
BEAM w/12) It 10x1-1 /7' SMS INTO
SCREW BOSSES EACH END
7' FOR SINGLE
HORIZONTAL BEAM
4" FOR DOUBLE
HORIZONTAL
BEAM OR 4"x4"
6" FOR TRIPLE
HORIZONTAL
BEAM OR 6X6
CARRIER BEAM TO POST DETAIL
SCALE: NTS
CARRIER BEAM
I
2x2'x0.125' ANGLE
EACH SIDE TYP.
ROOF BEAM (SLOPED OR FLAT)
(NOTE USE SIMILAR DETAIL FOR
NOTCHED UPRIGHT CONNECTION
TO CARRIER BEAM
OPTIONAL ' O '
1"x2" MEMBER3/4" SMS SEE TABLE FOR
�y;
FOR SCREENING r O QUANTITY (TYP. EACH SIDE)
I •, I
3/4" SMS SEE TABLE FOR
# 10x1-1 /7' SMS @ 24" /; QUANTITY (TYP. EACH SIDE)
O.C. MAX CONNECTING _/ O
TO 1'x2'" CARRIER BEAM NOTE: FOR DOUBLE OR TRIBLE CARRIER
# 10x1-1 /T SMS @ 24" BEAM, OUTSIDE WEBS SHALL OVERLAP
O.C. MAX CONNECTING 4x4 POST OR NOTCH POST AS ABOVE
TO 1'x7' POST FOR POST. ALL CASES, CONNECT
USING
MACHINE BOLTS DECRIBED ABOVE.
ROOF BEAM TO CARRIER BEAM
CONNECTION DETAIL SCALE: NTS
MAY USE: (2) 3/8"x4" TAPCON
IN LIEU OF 3/8" DIA. ANCHORS
(2) 3/8" DIA. EXPANSION BOLTS 6
SEE NOTE # 1 THIS PAGE
FOR BOLT PLACEMENT
(2) 318" DIA. EXPANSION BOLTS
MAY USE (3) # 14x1"TEK SEE NOTE #I THIS PAGE
IN LIEU OF THRUBOLTS FOR BOLT PLACEMENT
(2)3/8 .' DIA. MACHINE 7' FROM EDGE_
BOLTS
/ BOLTS w/ WASHERS OF SLAB/ FTG.
1
7' FROM EDGE
2" FROM EDGE �(, OF SLAB/ FTG. MAY USE (3) # 14x1, TEK
OF SLAB/ FTG. IN LIEU OF THRUBOLTS
i
' 3'x3" POST
TOP VIEW (SEE PAGE -2
FOR SIZE)
(2) 3/8" DIA, MACHINE
BOLTS w/ WASHERS 3'x3" POST (2) 3/8" DIA. MACHINE BOLTS
(SEE PAGE -2 w/ WASHERS (2 TOTAL PER _
(2) 3/8" DIA. EXPANSION BOLTS FOR SIZE) POST/SMB CONNECTION)
SEE NOTE # 1 THIS PAGE (2) 3/8" DIA. EXPANSION BOLTS
FOR BOLT PLACEMENT SEE NOTE # 1 THIS PAGE
i h
FOR BOLT PLACEMENT
�- 3"x3"x0.125 ANGLE
3000 PSI CONC.
SLAB/ FTG. FRONT VIEW
6x6 -10x10 WWM
OR FIBERMESH
3"x3" POST CONNECTION DETAIL
SCALE: NTS
TOP VIEW
7'x_ SMB
(SEE PAGE -2
FOR SIZE)
(2) 3/8" DIA. MACHINE
BOLTS w/ WASHERS
__T 2" FROM EDGE
f OF SLAB/ FTG.
STITCH w/(2)
# 12x3/4" SMS
@ 17' O.C.
7'x_ SMB
(SEE PAGE -2
FOR SIZE)
3'x3"x0.125" ANGLE
3000 PSI CONC. j
SLAB/ FTG. FRONT VIEW
6x6 -10x10 WWM
OR FIBERMESH
3"1 POST w/ 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/
1/8" ANGLE TABLE
BEAM
SIZE
QUANTITY/ SIZE EA.
LEG TO BEAM
2 x 4
(4) # 12 OR (2) # 16
2 x 5
(5) # 12 OR (3) # 16
2 x 6
(5) # 12 OR (3) # 16
2 x 7
(6) # 14 OR (4) # 16
2 x 8
(7) # 14 OR (4) # 16
2 x 9
(8) # 14 OR (5) # 16
2 x 10
(9) # 14 OR (6)1# 6
(2) 1 /7' DIA. EXPANSION BOLTS
SEE NOTE #2 TH'c —1 -
FOR BOLT PLA(
3-3/4" FROM
OF SLAB/ FTG
(3) 1/4" DIA. MACHINE BOLTS
w/ 3/4" DIA. WASHERS THRU POST
CARRIER BEAM & POST
TOP VIEW
IE
CARRIER BEAM 1
(3) 1/4" DIA. MACHINE BOLTS
w/ 3/4" DIA. WASHERS THRU
CARRIER BEAM & POST
POST
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(3) 114" DIA. MACHINE BOLTS
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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
MAY USE (4) #14x1"TEK
MAY USE: (4) 3/8"x5" TA PCON
IN LIEU OF 1/2" DIA. ANCHORS
/4" DIA. MACHINE (4) 3/8'x4" TAPCON THRU
S w/ WASHERS BOTTOM LEG OF ANGLE
INTO CONC.
kh r�
(3) 1/4" DIA. MACHINE
BOLTS w/ WASHERS �' T
3-3/4" FROM EDGE
OF SLAB/ FTG. 3-3/4" FROM E
OF SLAB/ FTG.
IN LIEU OF THRUBOLTS TOP VIEW
(3) 114" DIA, MACHINE
BOLTS w/ WASHERS
4"x4" POST
(2) 1/7DIA. EXPANSION (SEE PAGE -2
BOLTS SEE NOTE 42 FOR SIZE)
THIS PAGE FOR BOLT
PLACEMENT
' I 2'x4"x0.125 ANGLE
3000 PSI CONC.
SLAB/ FTG. FRONT VIEW
6x6 -10x10 WWM
OR FIBERMESH
4"x4" POST CONNECTION DETAIL
SCALE: NTS
MAY USE (4) #14x1"TEK
IN LIEU OF THRUBOLTS
(3) 114- DIA. MACHINE
BOLTS w/ WASHERS _
(4) 3/8'x4"TAPCON
THRU BOTTOM LEC -
OF ANGLE INTO CONC.
TOP VIEW
— !f COLUMN PER PLAN
V
(LENGTH) ANGLE
(INTERNAL)
3000 PSI CONC. J
SLAB/ FTG. FRONT VIEW
6x6 -10x10 WWM
OR FIBERMESH
4X4 COLUMN ALT. BASE ATTACHMENT
DETAIL SCALE: NTS
EXISTING RAFTER �.
OR TRUSS
# 10 1 /7' S.M.S. W/ INTEGRAL 3/4-0
O ( WASHER AND NEOPRENE GASKET
@ 17' O.C.. TOP & BOTTOM
I '\,_ EXTRUDED OR BRAKE -FORMED ROOF HEADER
OR RECEIVING CHANNEL (0.044" MIN. THICKNESS)
SECURE FASCIA TO EACH WITH MIN. 1-i/7' BEARING LEG.
RAFTER TAIL W/ (1) 114" 0 x 4"
LONG PAN HEAD LAG SCREWS (1) 114" 0 x 7' LAG SCREW @ 24" O.C.
BEFORE ATTACHING REC. CHANNEL ENTIRE LENGTH OF RECEIVING CHANNEL
ROOF PANEL ATTACHMENT - WOOD FRAME
SCALE: N.T.S.
(2) 3/8" DIA. MACHINE
BOLTS THRU CARRIER
CARRIER BEAM BEAM & POST
PER PLAN
3X3 OR 4X4
POST PER PLAN
BEAM TO POST CONNECTION #I
DETAIL SCALE: N.T.S.
TT
(2) 3/8" DIA. MACHINE
CARRIER BEAM BOLTS THRU CARRIER
PER PLAN i BEAM & POST
3X3 OR 4X4
POST PER PLAN
BEAM TO POST CONNECTION #2
DETAIL SCALE: N.T.S.
(4) 1/4"x3-1/4" TAPCON
THRU BOTTOM LEG OF
ANGLE INTO CONC.
(2) 3/8" DIA. MACHINE
BOLTS w/ WASHERS I II
T i
3-3/4" FROM EDGE—�
OF SLAB/ FTG. 1
MAY USE (3) #14x1"TEK TOP VIEW
IN LIEU OF THRUBOLTS 3"x3" POST
PER PLAN
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# 14x1 /7' S.M.S. W/ INTEGRAL 3/4"0 WASHER AND RAIL (3) #12 EACH SIDE INTO PURLIN AND NEO-PRENE GASKET @ 17' O.C. U �° O = 7 _ No. 60102:
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WASHER AND NEOPRENE GASKET @ 17' O.C. 9 m a E-0 ' O
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OR RECEIVING CHANNEL (0.044" MIN. THICKNESS) E m y O = E c
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PER PLAN ~
HOST STRUCTURE 114" 0 x 2-1/2" LONG WOOD LAG SCREW OR w (DO O v a) �' _
MASONRY OR WOOD - 114" 0 x 2-1/4" LONG MASONRY ANCHORS
@24 O.C. MAX. PURLIN TO CARRIER BEAM +SOLID ROOF J o
ROOF PANEL ATTACHMENT - MASONRY CONNECTION SCALE: N.T.S.
co
SCALE: N.T.S. -� `- e
1"xSKZ' WIDTH EXTRUDED GUTTER BRACKET
# 14x4" S.M.S. w/ 1-114" 0 FENDER WASHER (THICKNESS OF LEG @ C.B. SCREW SHALL BE
AND NEO-PRENE GASKET @ 17' O.C. 0.125" MIN., LONG LEG SHALL BE 0.077' MIN.)
@ EACH BEAM w/(2) # 12x3/4" SMS @ 1" SPACING
# 12 X 9/16" W/ 5/8" NEO -WASHER INTO GUTTER LIP. (2) # 14 SMS OT TEK SCREWS @ 1"
(3) PER PAN FOR PANS SPACING @ EACH GUTTER BRACKET & (1) @ 18" O.C.
MAX. (SEE NOTE)
NOTE:
r_ -- ROOF PER PLA -_`N __--- FOR BEAMS ABOVE 2x8 INSTALL
j GUTTER BRACE AT MIDPOINT BETWEEN BEAMS &
J7 INCLUDE 2" GUTTER BRACE AT EACH BEAM LOCATION
CAGE 'FOR 2X9 AND 2X10
(2) 3/8" THRU-BOLT BEAM USE # 14 INTO BEAM
THRU CARRIER BEAM STRUC. & (3) 114" TAPCON
& POSTS GUTTER INTO HOST 2-1/4" MIN.
GIRT FASTENED INTERNALLY AT EACH END
w/ # 10x1.:' EACH SCREW GROOVE. FASTEN
TO BEAM w/ 7X7"xl /8" ANGLE (2) # 12 SMS
POST INTO BEAM & (2) # 10x1.5 THRU ANGLE INTO
GUTTER WHERE GIRT IS
3X3 OR 4X4 1-+- ANGLE DIRECTLYOTO GUTTERRESENT, ATTACH
POST PER PLAN SIDE VIEW
FOR BEAM OVER 2x5
.044 RECEIVING CHANNEL FASTEN
TO STRUCTURAL GUTTER
INTERNALLY w/(2) # 12 SMS
ALTERNATELY 2x2xl/8" ANGLE
BELOW GIRT, (2) # 14 SMS INTO
BEAM & (2) # 12 SMS INTO GUTTER
(2) 3/8" DIA. MACHINE
BOLTS w/ WASHERS
i!8'k7k3"
(LENGTH) ANGLE
(4) 1/4')(3-1/4" TAPCON (INTERNAL)
THRU BOTTOM LEG OF
ANGLE INTO CONC.
3000 PSI CONC.
SLAB/ FTG.
6x6 -10x10 WWM
OR FIBERMESH
FRONT VIEW
3"x3" POST CONNECTION DETAIL
(INTERNAL BASE) SCALE: N.T.S.
ROOF PANEL TO CARRIER BEAM W/ GUTTER + ROOF BEAM
CONNECTION SCALE: N.T.S.
MAY USE: (2) 3/8"x4" TAPCON
IN LIEU OF 3/8" DIA. ANCHORS
(2) 3/8" DIA. EXPANSION BOLTS (2) 3/8" DIA. MACHINE
SEE NOTE # 1 THIS PAGE BOLTS w/ WASHERS
FOR BOLT PLACEMENT
7' FROM EDGE
7' FROM EDGE OF SLAB/ FTG.
OF SLAB/ FTG.
TOP VIEW
(2) 3/8" DIA. MACHINE
BOLTS w! WASHERS
(2) 3/8" DIA. EXPANSION BOLTS
SEE NOTE # 1 THIS PAGE
FOR BOLT PLACEMENT
3000 PSI CONC,
SLAB/ FTG,
6x6 -10x10 WWM
OR FIBERMESH
3"x3" POST
�FOR$ZE2
E
MAY USE (3) #14x1"TEK
IN LIEU OF THRUBOLTS
F 3x3k0.125 ANGLE
rrn
FRONT VIEW
3"x3" POST CONNECTION DETAIL
SCALE: NTS
(4) 3/8•'x4" TAPCON THRU
BOTTOM LEG OF ANGLE
INTO CONC.
(3) 114" DIA. MACHINE
BOLTS w/ WASHERS
3-3/4" FROM E
OF SLAB/ FTG.
MAY USE (4) #14x1"TEK
IN LIEU OF THRUBOLTS
(3) 114" DIA. MACHINE
BOLTS w/ WASHERS _
(4) 3/6X4" TAPCON
THRU BOTTOM LEG
OF ANGLE INTO CONC.—
3000 PSI CONC.
SLAB/ FTG.
6x6 -10x10 WWM
OR FIBERMESH
1"x5"x3" WIDTH EXTRUDED GUTTER BRACKET
(THICKNESS OF LEG @ # 14 SMS OR TEK SHALL BE
0.125" MIN., LONG LEG SHALL BE 0.072' MIN.)
@ 24" O.C. w!(2) # 12x3/4" SMS @ I" SPACING
INTO GUTTER LIP. (2) # 14 SMS OR TEK @ 1"
SPACING @ EACH GUTTER BRACKET
& ( i) @ 18" O.C. MAX.
ROOF PER PLAN
GIRT FASTENED INTERNALLY AT EACH END
w/ # 10x1.5" EACH SCREW GROOVE. FASTEN
TO BEAM w/ 7'x7'xl/8" ANGLE (2) # 12 SMS
INTO BEAM & (2) #1 0x1.5 THRU ANGLE INTO
GUTTER WHERE NO GIRT IS PRESENT, ATTACH
ANGLE DIRECTLY jO GUTTER
'FOR 2X9 AND 2X10
USE # 14 INTO BEAM
CAGE ( & (3) 1/4"TAPCON
BEAM INTO HOST 2-1 /4" MIN.
#14x4"S.M.S.w/1-1/4"O FENDER WASH
ERI ��
AND NEO-PRENE GASKET @ 1T O.C. � �2 nasrn. o I
5 OR 7 IN-
STRUCTURAL
N
STRUCTURAL <�
GUTTER — V c FOR BEAM OVER 2x5
.044 RECEIVING CHANNEL FASTEN
CARRIER BEAM 70 STRUCTURAL GUTTER
PER PLAN SIDE VIEW INTERNALLY w/(2) # 12 SMS
ALTERNATELY 2x2x 1 /8" ANGLE
BELOW GIRT, (2) # 14 SMS INTO
BEAM & (2) # 12 SMS INTO GUTTER
BEAM TO CARRIER BEAM W/ GUTTER + SOLID ROOF
CONNECTION SCALE: N.T.S.
MAY USE: (4) 3/8"x5"TAPCON
IN LIEU OF 1 /2" DIA. ANCHORS
(2) 1/2' DIA. EXPANSION BOLTS
�}. SEE NOTE #2 THIS PAGE--� (3) 1/4" DIA. MACHINE
I ' I 7. FOR BOLT PLACEMENT i� ro ! BOLTS w/ WASHERS
1 3-3/4" FROM EDG� 3-3/4" FROM EDGE
OF SLAB/ FTG. OF SLAB/ FTG.
— I
TOP VIEW (3) 114" DIA. MACHINE
BOLTS w/ WASHERSTOP VIEW
COLUMN PER PLAN 4'x4" POST
(2) 1/7' DIA. EXPANSION (SEE PAGE -2
BOLTS SEE NOTE #2 FOR SIZE)
I/8'x2•xn3 3/4" THIS PAGE FOR BOLT MAY USE 4 # 14X1 TEK
(LENGTH) ANGLE PLACEMENT ( )
(INTERNAL) \ T�IN LIEU OF THRUBOLTS
/— 7'x4"4.125 ANGLE
FRONT VIEW
4X4 COLUMN ALT. BASE ATTACHMENT
DETAIL SCALE: NTS
3000 PSI CONC.
SLAB/ FTG.
6x6 -10x10 WWM
OR FIBERMESH
FRONT VIEW
4"x4" POST CONNECTION DETAIL
SCALE: NTS