HomeMy WebLinkAboutKelly EngineeringDESIGN CRITERIA:
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APPLICABLE CODES REGULATIONS & STANDARDS
ALUMINUM SPECIFICATIONS
ALUMINUM MEMBERS DIMENSIONS
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
2. AA ASM 35 & SPECIFICATIONS FOR ALUMINUM STRUCTURES,
2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH
2 x 2: 7' x 7' x 0.050"
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"
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 0.050"
3. ASCE 7-10 & SEI 7
4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS
2 x 5: 2" x 5" x 0.050"
4. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
(KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024
.
5. AC1318 CONCRETE REFRENCE MANUAL.
INCHES.
OPEN BACK SECTIONS
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5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN
1 x 2: 1" x 2" x 0.044"
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WIND SPEEDS EXCEED 75 MPH PER FBC.
1 x 3: 1" x 3" x 0.045"
WIND LOADS
6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
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1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE
APPROVED BY FLORIDA ENGINEERING LLC.
SNAP SECTIONS
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
DATE
2 x 4 SNAP: 2" x 4" x 0.045"
1609.3.1 EQUIVALENT BASIC WIND SPEED: 150
PAGE:
DRAWN BY: TCP
MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: C
FASTENER SPECIFICATIONS
SELF MATING (SMB)
3. WIND LOADS PER FBC TABLE 2002.4 (MWFRS)
1. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER
2 x 4 SMB: 2" x 4" x 0.046" x 0.100"
VULT = 150 MPH & EXPOSURE = C
ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS
2 x 5 SMB: 2" x 5" x 0.050" x 0.116"
OR BETTER, INSTALLED TO MFG. SPECIFICATIONS)
2 x 6 SMB: 2" x 6" x 0.050" x 0.120"
FOR 20 X 20 X 0.013" MESH SCREEN
2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
2 x 7 SMB: 7' x 7" x 0.055" x 0.120"
HORIZONTAL PRESSURES ON WINDWARD SURFACES = 43 PSF
FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS.
2 x 8 SMB: 2" x 8" x 0.072" x 0.224"
HORIZONTAL PRESSURES ON LEEWARD SURFACES = 34 PSF
3. WHERE WOOD DECK IS PRESENT USE 114" X 3-1/2" GALV. LAG
2 x 9 SMB: 2" x 9" x 0.077'x 0.224"
VERTICAL PRESSURES ON SCREEN SURFACES = 12 PSF
SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE
2 x 9(H) SMB: 2" x 9" x 0.082" x 0.306"
VERTICAL PRESSURES ON SOLID SURFACES = 36 PSF
SPECIFIED.
4. 1 "X2" NON STRUCTURAL MEMBERS ATTACHED TO HOST
2 x 10 SMB: 2" x I G' 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
DETAIL A
FOR ALLOWABLE STRESS DESIGN, APPLIED FACTOR = .6
114" 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.
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 I&' 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. WATER 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.
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DESIGN DATE:
09/24/2020
REVISION 1:
DATE
REVISION 2: DATE
PAGE:
DRAWN BY: TCP
SCALE: NTS
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FLASHING
'HORIZONTAL OR SLOPED
I'xW/ FASTEN 2' COL (INTERNAL)
TO
1V/(2) #10x1 -I/2' SMS. FASTEN TO
EAVE RAILS ABOVE W/ #IOXI-1/2' SMS
24' O.C. AND 6' FROM END.
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TABLE °D'
BEAM
GTT EACH SIDE/SIZE
-SCHEDULE
OTY, TAPCON/ OTY. #12 SMS E/S
2X3
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
9114
2 x 10
9114
MAINTAIN MIN. OF 5/8' SEPERATION
FROM EDGE OF BEAM SMS O.C. TYP.
NOTE: IF PAVERS ARE
PRESENT,CONCRETE
ANCHORS SHALL
PENETRATE INTO
FOOTING 2-1/4' MIN.
(TYP.)
NOTE: WHEN FASTENING
TO WOOD USE 1/4' GALV.
LAG SCREW IN LIEU OF
CONC. ANCHORS AND
ENSURE PENETRATION
MIN 2-1/4' INTO
STRUCTURAL FRAMING
BENEATH (TYP.)
BEAM PER PLAN
NOTCHED TO RECEIVE
COLUMN WITHIN
SMS. (EACH SIDE)
OTY PER TABLE D
NOTCH PROFILE MAY VARY
TO PERMIT CORRECT # SMS
COLUMN PER PLANS
DETAIL "E" - UPRIGHT TO BEAM
CONNECTION SCALE: N.T.S.
1/4' DIA. TAPCON
UPRIGHT
-SCHEDULE
OTY, TAPCON/ OTY. #12 SMS E/S
2X3
(1) 1/4" TAPCON/ (4) #12
2X4
(2) 1/4" TAPCON/ (4) #I2
2X5
(2) 1/4" TAPCON/ (4) #12
2X6
(3) 1/4" TAPCON/ (6) #12
2X7
1 (3) 1/4" TAPCON/ (6) #12
2X8
(4) 1/4" TAPCON/ (8) #12
2X9
(4) 1/4" TAPCON/ (8) #12
2X10
(5) 1/4" TAPCON/ (10) #12
SCHEDULE BASED ON 2-1/4' MIN.
CONCRETE ANCHOR EMBEDMENT
I/8'x2'x2'x ANGLE
5032 H-32 ANGLE
(2) - 912 SMS INTO COLUMN
1/4 MASONRY ANCHOR EACH
ANGLE - EACH SIDE COL.N
2-1/4' MIN. CON C.
ANCHOR EMBEDMENT
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3000 PSI CONC.
SLABf FTG.
6x6 -10x10 WWM
OR FIBERMESH
1/4' MASONRY ANCHOR
AT EACH ANGLE
SIDE VIEW
(2) #IOx
INTO BE
BEAM
INSTALL W
TO CORNED
3/8' DIA. TAPCON SCHEDULE
UPRIGHT
I OTY. TAPCON/ OTY. #12 SMS E/S
2X3
(I) 3/8" TAPCON/ (4) #12
2X4
(2) 3/8" TAPCON/ (4) #12
1 2X5
1(2) 318" TAPCON/ (4) #12
2X61(2)
3/8" TAPCON/ (6) #12
2X7
(2) 3/8" TAPCON/ (6) #12
2X8
1(3) 3/8" TAPCON/ (6) #12
2X91(3)
3/8" TAPCON/ (6) #13/8" TAPCON/ (6) #12
j 2X10
1(4) 3/8" TAPCON/ (8) #12
(2) #10x3' SMS INTO SCREW
BOSSES FOR EDGE MEMBER
EDGE MEMBER o °
OR PURLIN J o
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0.0625' 6063-T6 FLAT PLATE
w/(8) #10x3/4' SMS, MIN. 1/2'
EDGE DISTANCE. PLATE MAY BE
FASTENED INTER14ALLY TO BRACE
DETAIL "D" - ROOF BRACING
CONNECTION SCALE: N.T.S.
SCHEDULE BASED ON 2-1/4' MIN.
CONCRETE ANCHOR EMBEDMENT
SELF -MATING OR
SNAP SECTION TYP.
PER PLAN
I'll' 0.8. BASE PLATE-TYP, 1
I-I/L' MIN. CONC.
ANCHOR EMBEDMENT
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2' MIN, ANCHOR SPACING
WHEN " UPRIGHT GREATER x4
S USED SEE
TAPCON SCHEDULE ABOVE
2 - #I2 SMS
114' TAPCON XL (RED HEAD MFG. OR EQUAL)
2 @ Ix2 BASE
2 @ SLAB (BEYOND)
n . • 8 - 'v I'X2' BASE PLATE ANCHORED
TO CONC w/ I/4' MASONRY
ANCHOR 6' MAX EACH SIDE
• OF POST AND 24' O.C. MAX
3000 PSI CONC. °
SLAB/ FTG,
6x6-lox10 WWM FRONT VIEW
OR FIBERMESH
DETAIL "B" - 2"x4" OR LARGER SELF MATING
UPRIGHT TO DECK DETAILS SCALE: N.T.S.
"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/(W #10x.75'
INTO GIRT OR PURLIN 8 (2) #14x.75'
INTO BEAM OR UPRIGHT 0.062 ANGLE
CLIPS MAYBE USED
(4) #10x2' SMS INTO
SCREW BOSSES
UPRIGHT, BEAM -SNAP, PURLIN
SELF MATING, OR HOLLOY, MEMBER
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ALTERNATE BASE PLATE CONNECTION
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EAVE RAIL - SEE PLAN -
Ix2 OPEN BACK
EXTRUSION
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EAVE RAIL EACH SIDE OF COLUMN
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UPRIGHT
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DESIGN DATE:
09/24/2020
REVISION 1:
° • • 'A °
•
REVISION 2:
DATE
NOTCH COLUMN AS REO'D.
< • ° °
TCP
COLUMIJ PER PLAN
1/4' TAPCON (RED HEAD MFG. OR EQUAL) WITHIN 6' OF COLUMN
8 24' O.C. MAX. 1-114' PENETRATION INTO UNDERLYING FOOTING
ALTERNATE DETAIL "G" SLOPED
DETAIL 'IF" - DOOR JAMB 8t HEADER
PURLIN CONNECTION
SCALE: N.T.S.
CONNECTION SCALE: N.T.S.
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DESIGN DATE:
09/24/2020
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/ 2%2x.125 ANGLE (2) #12 SMS
INTO BEAM 8 (2) #10x1.5 THRU ANGLE INTO
GUTTER WHERE NO GIRT IS PRESENT, ATTACH
ANGLE DIRECTLY TO GUTTER -�
2'.2'x1/8' ANGLE
W10 #12 SMS
EACH LEG —
FOR BEAMS ABOVE 2x8 INSTALL
GUTTER BRACE AT MIDPOINT
BETWEEN BEAMS 8 INCLUDE 2'
GUTTER BRACE AT EACH BEAM
LOCATION
BEAM o FOR GUTTER TO FASCIA:
(2) #12 SMS (1) #14 @ 18' O.C.
o FOR GUTTER BRACE/ STRAP:
o (2) #14 EA. STRAP
CLOSE BOTTOM OF ° °
BEAM WHEN TRIMMED - SEE TOP VIEW
.044 RECEIVING CHANNEL.
FASTEN w/(2) #12 SMS FOR BEAM OVER 2.5
EACH SIDE OF BEAM .044 RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTER
INTERNALLY w7(2) #12 SMS
ALTERNATELY 2%2x1/8' ANGLE BELOW GIRT. (2) #14 SMS INTO
BEAM 8 (2) #12 SMS INTO STRUCTURAL GUTTER
SIDE VIEW
GIRT
#10 SMS WITHIN 6'
OF BEAM 8 24' O.C.
2x2'1/8' ANGLE
EA. SIDE OF BEAM
1,.) #12 SMS
EACH LEG EACH SIDI
TOP VIEW
DETAIL "H" BEAM TO GUTTER
CONNECTION SCALE: N.T.S.
=ASTEN GUTTER TO
-ASCIA w/ #14x2'
WOOD SCREW 18' O.C.
(2) 912 SMS
(2) #14x2'
WOOD SCREW
FASCIA (2'x6' MIN. EXISTING)
STRUCTURAL
GUTTER.
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° ° 3/16'-5052-H32 GUSSET
\ F_ INTERNAL OR EXTERNAL
\\° 8' INTO EA. SIDE TYP.
F (2XIOSMS 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 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 318' OF BEAM JOINT.
FASTENERS MAY BE STAGGERED TO INSURE
PROPER QUANTITY PER TABLE B -I
DETAIL "K" GUSSET CONNECTION
SCALE: N.T.S.
.050' GUTTER STIFFNEP.
FASTEN TO FASIA w(2)
#14x2' WOOD SCREW
FASTEN TO GUTTER w(2)
#12 SMS Z-__.
GUTTER
GUTTER
WHEN BEAM 8 PURLIN
HIT ON CORNER -
FASTEN OUTSIDE OF
BEAM 8 PURLIN
w/ Ii8'x2'x2' ANGLE
8 (4) #12 SMS EACH LEG
FASTEN INSIDE CORNER
(BEAM TO PURLIN)
w/ I/8'x2'%2' ANGLE
wt(2) #12 SMS
INTO EA. MEMBER
(BEAM 8 PURLIN)
DETAIL "M" BEAM & PURLIN TO GUTTER
CONNECTION SCALE: N.T.S.
(2) #14 WOOD SCREWS
(2) #12 SMS INTO FASCIA
2x2x1/8' ANGLE wl(2) GIRT
#12 SMS EA. LEG
i
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o (-
SMB ° i
I
1/8'x2')4' STRAP
(2) #12 SMS INTO BEAM SIDE VIEW
(2) #12 SMS INTO GUTTER
GIRT
FASCIA
I
2x2x118' ANGLE w/(2)\ (00i
#12 SMS EA. LEG
GIRT
STRUCTURAL GUTTER
(2) GUTTER BRACES
EACH w/(2) 412 SMS
INTO GUTTER 8 (2) #14 X 2'
WOOD SCREWS INTO FASCIA
SMB I
O I
1/8'x2'.4' STRAP 1
(2) #12 SMS INTO BEAM GIRT
(2) #i2 SMS INTO GUTTER STRUCTURAL GUTTER
TOP VIEW
DETAIL "L" CORNER GUTTER
CONNECTION SCALE: N.T.S.
(9) #10x2'
1/8' PLATE ON 45° ANGI
OR 1/8'x2'%2' ANGLE w/
#12 SMS INTO EACH
INTERSECTING MEMBER
PERIMETEI
FRAMING
TABLE B -I
I
BEAM
SIZE
COL. TO
BEAM
OTY SMS,
SIDE OF COL.
__
iii
BEAM TO
BEAM
OTY 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
(IS) #14
DETAIL "K" GUSSET CONNECTION
SCALE: N.T.S.
.050' GUTTER STIFFNEP.
FASTEN TO FASIA w(2)
#14x2' WOOD SCREW
FASTEN TO GUTTER w(2)
#12 SMS Z-__.
GUTTER
GUTTER
WHEN BEAM 8 PURLIN
HIT ON CORNER -
FASTEN OUTSIDE OF
BEAM 8 PURLIN
w/ Ii8'x2'x2' ANGLE
8 (4) #12 SMS EACH LEG
FASTEN INSIDE CORNER
(BEAM TO PURLIN)
w/ I/8'x2'%2' ANGLE
wt(2) #12 SMS
INTO EA. MEMBER
(BEAM 8 PURLIN)
DETAIL "M" BEAM & PURLIN TO GUTTER
CONNECTION SCALE: N.T.S.
(2) #14 WOOD SCREWS
(2) #12 SMS INTO FASCIA
2x2x1/8' ANGLE wl(2) GIRT
#12 SMS EA. LEG
i
c c
o (-
SMB ° i
I
1/8'x2')4' STRAP
(2) #12 SMS INTO BEAM SIDE VIEW
(2) #12 SMS INTO GUTTER
GIRT
FASCIA
I
2x2x118' ANGLE w/(2)\ (00i
#12 SMS EA. LEG
GIRT
STRUCTURAL GUTTER
(2) GUTTER BRACES
EACH w/(2) 412 SMS
INTO GUTTER 8 (2) #14 X 2'
WOOD SCREWS INTO FASCIA
SMB I
O I
1/8'x2'.4' STRAP 1
(2) #12 SMS INTO BEAM GIRT
(2) #i2 SMS INTO GUTTER STRUCTURAL GUTTER
TOP VIEW
DETAIL "L" CORNER GUTTER
CONNECTION SCALE: N.T.S.
(9) #10x2'
1/8' PLATE ON 45° ANGI
OR 1/8'x2'%2' ANGLE w/
#12 SMS INTO EACH
INTERSECTING MEMBER
PERIMETEI
FRAMING
DETAIL "1-2" CABLE CONNECTION
AT CORNER SCALE: N.T.S.
1/8' STAINLESS STEEL
LO" MIN. BRAIDED CABLE
60' MAX.
4' MIN. SLAB
w/FOOTING 318' DIA x 3' EMBED
CONC. SCREW ANCHOR
(TAPCON OR EQUAL)
3000PSI CONC,
6X6 -1 0x(0
40` MIN. WWM OR FIBERMESH
60` MAX.
4' MIN. SLAB
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REVISION 1:
DATE
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DATE
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DRAWN BY:
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SCALE:
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1/8' STAINLESS STEEL
LO" MIN. BRAIDED CABLE
60' MAX.
4' MIN. SLAB
w/FOOTING 318' DIA x 3' EMBED
CONC. SCREW ANCHOR
(TAPCON OR EQUAL)
3000PSI CONC,
6X6 -1 0x(0
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w+J
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1.5'x5.5' ALUM. STRAP
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MASONRY ANCHOR
(TAPCON OR EQUAL)
DETAIL 14' CABLE CONNECTION
AT FOUNDATION
SCALE: N.T.S.
3000PSI CONC.
6x6 -10x10
W'WM OR FIBERMESH
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DESIGN DATE:
09/24/2020
REVISION 1:
DATE
REVISION 2:
DATE
PAGE:
DRAWN BY:
TCP
4
SCALE:
NTS
3/16" 5052-H32 GUSSET
2" X PURLINS ATTACH TO
BEAM WITH MIN (4) #10 X 1 1/2" SMS
PLACE WASHER UNDER SCREW
IN GUSSET CORNER
0
1 1/4" (TYPICAL) o0
518
#14 SMS @ 1 1/4" O.C.
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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 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
X
8" MIN. PLATE EDGE DISTANCE
& C -C FASTENER SPACING)
K -BRACE
LATERAL "K" -BRACING
CONNECTION DETAILS
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.C.
1" INTO EACH
DICA?ED BELOW 1/8" X 2" X 2" EXTRUDE ANGLE 5052
H-32 ALLOY EA CORNER W/ (2) #14 X 2"
CORNER POST-- SMS INTO POST & (1) 3/8" DIA
CONCRETE SCREW ANCHOR INTO
CONCRETE
(2) #10 X 1 1/2" SMS
THRU SCREW BOSSES t 2 114- Mei coNc
NCHOR E BEDMENT
SLAB/FOOTING
SGf= DI ARI , . . . . . .
NOTES:
1, CONNECTION DETAIL
AT EAVE RAIL SIMILAR
GUSSET PLATE
PER E -SERIES SELF MATING
BEAM
PURLIN
�.-tel :11l�L1
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 3/4" S.M.S.,
EACH SIDE AS SHOWN / K -BRACE
(1/2" MIN. PLATE EDGE j
DISTANCE & C -C
FASTENER SPACING) '
£x2 x0.093
BRACE(TYE
SPA
SI 3/8" 0 CONCRETE ANCHOR (2 PLATES)
FOUNDATION IN LIEU OF TYP. 1/4" 0 CONCRETE
SCREWS FOR CORNER COLUMN
LATERAL "K" -BRACING
CONNECTION DETAILS
w1p] ;&v%1 gxm
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
T
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Craig E
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_ *. No. 60102 * _
= * =
Gunderson
�� N
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N a @ N � o
�� FTATE OF . ,
Date:
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2020.09.28
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.-N 'O a N 'N y ....
=Noo�011:55:24-04'
2"
CORNER POST W! 1" X 2" @
t, �JBACKSIDE
FRONT VIEW
3/8" X LENGTH AS REQUIRED
FOR 2 1/4" EMBED CONCRETE
SCREW ANCHOR INTO
CONCRETE
vA-4
CORNER POST TO CONCRETE DETAIL
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
�0
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114,
O O i O GIRT (CHAIR RAIL)
K -BRACE f O
O
2 x 2 x0.093
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