HomeMy WebLinkAboutArmstrong 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 & SE17
4. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
5. ACI318 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
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"x8" 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. TYP. 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 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.
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 I"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
2 x 2: 2" x 2" x 0.050"
2x3:2"x3"x0.050"
2 x 4: 2" x 4" x 0.050"
2 x 5: 2" x 5" x 0.050"
OPEN BACK SECTIONS
1 x2: 1"x2"x0.044"
1 x3: 1"x3"x0.045"
SNAP SECTIONS
2 x 2 SNAP: 2" x 2" x 0.045"
2x3SNAP: 2"x3"x0.050"
2 x 4 SNAP: 2" x 4" x 0.045"
SELF MATING (SMB)
2X4 SMB: 2"x4"x0.046"x0.100"
2 x 5 SMB: 2" x 5" x 0.050" x 0.116"
2x6SMB:2"x6"x0.050"x0.120"
2 x 7 SMB: 2" x 7" x 0.055" x 0. 120"
2 x 8 SMB: 2" x 8" x 0.072" x 0.224"
2 x 9 SMB: 2" x 9" x 0.072" x 0.224"
2x9(H) SMB: 2" x 9" x 0.082" x 0.306"
2 x 10 SMB: 2" x 10" x 0.092" x 0.374"
DETAIL A
GIRL FASTENED INTERNALLY AT EACH END
w{ ,Y lPxia'"EACH SCREW GROOVE FASTEN
TO BEAM w/ 2x2025 ANGLE (4) +12 SMS
7x7 xi/8'ANGLE w/
(4) a12 SFAS EACH LEG
(1) w DIA X 3-1/7 au.cTss
L4 FU ANGLE,NTO WALL /
EA. SIDE rYP. J
fOR WOOD APPLICATION USE / j 'FOR 2X9 AND 2XIO
1/4`X DIA, X 3' GALV. LAG BUN, �i OST, USE S I4INTO BEAM
IN'NEU OF MASONRY ANCHORS 15LCPED OR FIAT) E(2)1/a1APCON
THRUCHANNELIIiTO
HOST 2 -Ila" Mut
1 1(Z K 2-1/6' X,045
RECEIVING
CHANNEL
L �
{N1/a'X27/7 BACK
CKOF
(ID,LE3NA_; HANNELr, TOHOST 2X3X.050 DIAL. BRACE TYP.
CHANNEL ,talo Hosr
12)-'. 12 Y, 9116 NTP BEAM
EA. SIDE MP.
SIDE VIEW
ROOF BEAM CONNECTION - MASONRY/ WOOD
DETAIL SCALE: N.T.S.
M 1X3
M x
I
a 2X3 DJ
2X3 DJ
N
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1X3
4'-C
HOST HOUSE WALL
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FLASHING
*HORIZONTAL OR SLOPED
W/ FASTEN TO COL (INTERNAL)
W!(2) #10x1 -V2' SMS. FASTEN TO
SAVE RAILS ABOVE W/ #10X1 -U2" SMS
2L" O.C. AND 6" FROM END
0
TABLE "D"
SEAN STY EACH SIDE/SIZE
UPRIGHT
QTY. TAPCON/ QTY. #12 SMS E/S
2X3
4/12
Fx4
5/12
2X5
5/12
2 x 6
6/12
2 x 7
7/12
2 x 8
8/14
2x9
9/14
2 x 10
9/14
---
`- 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
MAINTAIN MIN, OF 5!8" SEPERATION
FROM EDGE OF BEAM SMS 0-C. TYP.
DETAIL "E" - UPRIGHT TO BEAM
CONNECTION SCALE: N.T.S.
NOTE: IF PAVERS ARE
PRESENT, CONCRETE
ANCHORS SHALL
PENETRATEINTO
FOOTING 2-IlL" MIN
-
(TYP )
NOTE: WHEN FASTE^:IM1EG
TO WOOD
USE V4°GALV.
LAG SCREW IN LIEU OF
CONC. ANCHORS AND
ENSURE PENETRATION
MIN 2-114` INTO
STRUCTURAL FRAMING
BENEATH (TYP.)
1/4" DIA. TAPCON SCHEDULE
UPRIGHT
QTY. TAPCON/ QTY. #12 SMS E/S
2X3
(I) 1/4" TAPCON/ (4) #12
2X4
(2) 1/4" TAPCON/ (4) #12
2X5
(2) 1/4" TAPCON! (4) #12
2X6
(3) 1/4" TAPCON/ (6) #12
2X7
(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
1181,'2'x2"x ANGLE
UPRIGHT
°
5032 H-32 ANGLE
(1) 3/8" TAPCON/ (4) #12
2X4
(2) 3/8" TAPCON/ (4) #12
2X5
(2) 3/8" TAPCON/ (4) #12
(2) - #I2 SMS INTO COLUMN
(2) 3/8" TAPCON/ (6) #12
2X7
I!4" MASONRY ANCHOR EACH
2X8
(3) 3/8" TAPCON/ (6) #12
ANGLE - EACH SIDE COL.
(3) 3/8" TAPCON/ (6) #12
2X10
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6x6 -10x10 WWM
SIDE VIEW
OR FIBERMESH
U
IL" MASONRY ANCHOR
AT EACH ANGLE
(2) #10x2"
INTO BEAM
BEAM
INSTALL BRACE
TO CORNER
3/8° DIA. TAPCON SCHEDULE
UPRIGHT
OTY. TAPCON/ QTY. #12 SMS E/S
2X3
(1) 3/8" TAPCON/ (4) #12
2X4
(2) 3/8" TAPCON/ (4) #12
2X5
(2) 3/8" TAPCON/ (4) #12
2X6
(2) 3/8" TAPCON/ (6) #12
2X7
(2) 3/8" TAPCON/ (6) #12
2X8
(3) 3/8" TAPCON/ (6) #12
2X9
(3) 3/8" TAPCON/ (6) #12
2X10
(4) 3/8" TAPCON/ (8) #12
SCHEDULE BASED ON 2-114' MIN.
CONCRETE ANCHOR EMBEDMENT
SELF -MATING OR
SNAP SECTION TYP.
PER PLAN
1'1 ' 0.6. BASE PLATE-TYP.
i-114" MIN. CONC.
ANCHOR EMBEDMENT
° 2" MIN. ANCHOR SPACING
WHEN GREATER THAN 2xL
e UPRIGHT IS USED SEE
° TAPCON SCHEDULE ABOVE
2 - #f2 SMS
14" TAPCON XL (RED HEAD MFG. OR EQUAL)
2 ix2 BASE
2 @ SLAB (BEYOND)
o q g D
I"x2" BASE PLATE ANCHORED
TO CONC w! 114" MASONRY
ANCHOR 6" MAX EACH SIDE
OF POST AND 24" O.C. MAX
3000 PSI CONC.
SLAB/ FTG_
6x6-MAIO WWM FRONT VIEW
OR FIBERMESH '
DETAIL "B" - 2"x4" OR LARGER SELF MATING
UPRIGHT TO DECK DETAILS SCALE: N.T.S.
(2) #10x3"SHS INTO SCREW
BOSSES FOR EDGE MEMBER
DETAIL "D" - ROOF BRACING
CONNECTION SCALE: N.T.S.
EDGE MEMBER
OR PURLIN
0.0625"6063-T6 FLAT PLATE
w!(8) #I0x31L` SMS, MIN. 112"
EDGE DISTANCE PLATE MAY BE
FASTENED INTERNALLY TO BRACE
'ALL MEMBERS PER PLAN PAGE 2
'MEN,BERS VARY PER PLAN PAGE 2
FASTEN TOP OF HEADER TO INTERSECTING
MEMBER WI(2) #10 SMS W1P"
PENETRATION INTO SCREW BOSS OF
MEMBER - TYP. BOTH SIDES
DOOR JAMB
PER PLAN
FASTEN HEADER x!(2) #10x3^
INTO SCREW BOSS OF HEADER
A'TERNAT=_ HEADER CONNECTION
WHEN Z -BAR IS USED - FASTEN
Z -BAP. TO COL/HEADER AT EACH
CORNER AMC) (8" 0/C
ALTERNATE BASE PLATE CONNECTION
ATTACH MEMBER TO BASE PLATE
(INTERNAL) .10 #10x2" SMS
ATTACH BASE PLATE TO MEMBER
w/(2) #IOx3" SMS INTO SCREW -�
BOSS OF BASE PLATE
A -UM INUM INTERPIAL OR EXTERNAL
RECEIVING CHANNEL vi1(A) #IOx.T`
INTO GIRT OR PURLIN 8 (2) #ILx.3�'
INTO BEAM OR UFR IGHT 0.062 ANGLE
CLIPS MAYBE USED
(L) #10x2" SMS INTO
SCREW BOSSES
PURLIN
UPRIGHT, BEAM, -SNAP, MEMBER
SELF MATING, OR HOLLOW
DETAIL "C" - GIRT OR PURLIN TO BEAM
OR POST DETAIL SCALE: N.T.S.
a< o a m e
a n
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IIA" TAPCON (RED HEAD MFG. OR EQUAL) WITHIN 6` OF COLUMN
8 2L" O.C. MAX.-IIL" PENETRATION INTO UNDERLYING FOOTING
DETAIL "F" - DOOR JAMB & HEADER
CONNECTION SCALE: N.T.S.
2',,Z x.065' - DIM. TO MATCH PURLIN
SIZE RECEIVING CHANNEL
(2) #12 SMS INTERNAL TO EAVE
RAIL (3) #12 EACH SIDE INTO PURLIN
`CAVE RAIL - SEE PLAN -
1x2 OPEN BACK
EXTRUSION
(2) -Wx2" SMS THRU 1,2 INTO
EAVE RAL EACH SIDE OF COLUMN
o
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DETAIL "G" - SLOPED PURLIN
CONNECTION SCALE: N.T.S.
(12) #12x1" SMS
C I' SPACING -
2"x2" EDGE BEAM -.
(2) 410x3" SMS
INTO SCREW BOSSES
CONNECTING EDGE
BEAM TO PURLIN -i
UPRIGHT
I -112"x 1116" PLATE
(TOP OR BOTTOM)
I"x2"'FASTENED TO COLUMN
x1(2) #10x1 i/2" SMS INTO
SCREW BOSSES FOR SHB
OR SNAP COLUMN
- 1'x2' SNAP
NOTCH COLUMN AS REQ'D.
COLUMN PER PLAN
ALTERNATE DETAIL "G" SLOPED
PURLIN CONNECTION SCALE: N.T.S.
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DESIGN
/08/2020
REVISIODATEREVISIO
EDATE:5DATE
PAGE :DRAWNSCALE:
GIRT FASTENED INTERNALLY AT EACH END
w/ #10,1,5' EACH SCREW GROOVE, FASTEN
TO BEAM w/ 212,125 ANGLE (2) #i2 SMS
INTO BEAM 6 (2) #WxI.5 THRU ANGLE INTO
GUTTER WHERE NO GIRT IS PRESENT, ATTACH
ANGLE DIRECTLY TO GUTTER
2'x2'xi/8' ANGLE
wl(2) 412 SMS
EACH LEG
FOR BEAMS ABOVE 2x8 INSTALL
GUTTER BRACE AT MIDPOINT
BETWEEN BEAMS 8 INCLUDE 2"
GUTTER BRACE AT EACH BEAM
LOCATION
o
BEAM °
FOR GUTTER TO FASCIA
(2) #12 SMS (1) #i4 @ IB" O.C.
o FOR GUTTER BRACE/ STRAP.
o I (2) #IL EA. STRAP
CLOSE BOTTOM OF o o
SEE TOP VIEW
BEAM V7HEh: TRIMMED
ALL RECEIVING CHANNEL.
FASTEN w;(2) #12 SMS FOR BEAM OVER 2xS
EACH SIDE OF BEAM .04L RECEIVING CHANNEL FASTEN TO STRUCTURALGUTTER
INTERNALLY w1(2) #12 SMS
ALTERNATELY 2x2x1/8" 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.
212x!18' ANGLE
EA. SIDE OF BEAM
w1
(2) #12 SMS
EACH LEG EACH SIDE
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) #16x2"
WOOD SCREW
FASCIA (2'X6' MIN. EXISTING)
STRUCTURAL
GUTTER
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 112" SEPARATION BETWEEN FASTENERS.
MANTA IN 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 8-i
TABLE B-1
i
I f^r
COL. TO
BEAM
OTY SMS/
SIDE OF COL.
_
BEAM TO
BEAM
OTY SMS/
FACE/SIDE
2 x 4
o
(9) #12
o
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F
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2 x 6
(7) #12
F�
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2 x 8
(12) #12
(14) #12
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(14) #14
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2 x 10
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(15) #14
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DESIGN DATE:
07/08/2020
INTERNAL OR EXTERNAL
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REVISION 2: DATE
PAGE:
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8" INTO EA. SIDE TYP.
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(2XIOSMB 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 112" SEPARATION BETWEEN FASTENERS.
MANTA IN 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 8-i
DETAIL "K" GUSSET CONNECTION
SCALE: N.T.S.
.050" GUTTER STIFFNER
FASTEN TO FASIA w(2)
#ILx2' WOOD SCREW
FASTEN TO GUTTER w(2)
#f2 SMS -cam_
GUTTER
GUTTER
WHEN BEAM 8 PURLIN
HIT ON CORNER -
FASTEN OUTSIDE OF
BEAM 8 PURLIN
A/ I/8"x2'x2" ANGLE
8 (L) #12 SMS EACH LEG
FASTEN INSIDE CORNER
(BEAM TO PURL N)
w/ 1/8'12'x2' ANGLE
111(2) #12 SMS
INTO EA. MEMBER
(BEAM 8 PURLIN)
DETAIL I'M" BEAM & PURLIN TO GUTTER
CONNECTION SCALE: N.T.S.
(2) #IL WOOD SCREWS
(2) #12 SMS INTO FASCIA
212X118" ANGLE w/(2) GIRT
#12 SMS EA. LEG
0 0
o
SMB
L0 o GIRT
/8"x2"x6' STRAP — STRUCTURAL GUTTER
(2) #Iz SMS INro BEAM SIDE VIEW
I2),2 SMS INTO GUTTER
GIRT (2) GUTTER BRACES
EACH w/(2) #12 SMS
FASCIA INTO GUTTER 8 (2) ANL X 2"
WOOD SCREWS INTO FASCIA
2x21118- ANGLE vd(2)
#12 SMS EA. LEG -
SMB
1/8' x2'
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'
If8" PLATE ON 450 ANGL
OR 1/8'x2'x2' ANGLE w/(
#12 SMS !Ni EACH
INTERSECTING MEMBER,
FERIMETEF
FRAMING
DETAIL "1-2" CABLE CONNECTION
AT CORNER SCALE: N.T.S.
TABLE B-1
,!FOOTING J
BEAM
SIZE
COL. TO
BEAM
OTY SMS/
SIDE OF COL.
_
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
06) #14
(15) #14
DETAIL "K" GUSSET CONNECTION
SCALE: N.T.S.
.050" GUTTER STIFFNER
FASTEN TO FASIA w(2)
#ILx2' WOOD SCREW
FASTEN TO GUTTER w(2)
#f2 SMS -cam_
GUTTER
GUTTER
WHEN BEAM 8 PURLIN
HIT ON CORNER -
FASTEN OUTSIDE OF
BEAM 8 PURLIN
A/ I/8"x2'x2" ANGLE
8 (L) #12 SMS EACH LEG
FASTEN INSIDE CORNER
(BEAM TO PURL N)
w/ 1/8'12'x2' ANGLE
111(2) #12 SMS
INTO EA. MEMBER
(BEAM 8 PURLIN)
DETAIL I'M" BEAM & PURLIN TO GUTTER
CONNECTION SCALE: N.T.S.
(2) #IL WOOD SCREWS
(2) #12 SMS INTO FASCIA
212X118" ANGLE w/(2) GIRT
#12 SMS EA. LEG
0 0
o
SMB
L0 o GIRT
/8"x2"x6' STRAP — STRUCTURAL GUTTER
(2) #Iz SMS INro BEAM SIDE VIEW
I2),2 SMS INTO GUTTER
GIRT (2) GUTTER BRACES
EACH w/(2) #12 SMS
FASCIA INTO GUTTER 8 (2) ANL X 2"
WOOD SCREWS INTO FASCIA
2x21118- ANGLE vd(2)
#12 SMS EA. LEG -
SMB
1/8' x2'
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'
If8" PLATE ON 450 ANGL
OR 1/8'x2'x2' ANGLE w/(
#12 SMS !Ni EACH
INTERSECTING MEMBER,
FERIMETEF
FRAMING
DETAIL "1-2" CABLE CONNECTION
AT CORNER SCALE: N.T.S.
4" MIN. SLAB /
1/8" STAINLESS STEEL
,!FOOTING J
BRAIDED CABLE
600 MIN.
w/(2) ;/A' DIA_ x 2-114'
600 MAX.
MASONRY ANCHOR
O
(9
(TAPCON OR EQUAL)
DETAIL 1-I" CABLE
CONNECTION
C MIN. SLAB
SCALE: N.T.S.
v+/FOOTING
318" DIA x 3' EMBED
CONC. SCREW ANCHOR
C
(TAPCON OR EQUAL)
W J
3000PSI CONC,
6x6 -10x10
600 MIN.
600 MAX.
WWM OR FIBERMESH
4" MIN. SLAB /
,!FOOTING J
I.5"x5-5" ALUM. STRAP
w/(2) ;/A' DIA_ x 2-114'
MASONRY ANCHOR
O
(9
(TAPCON OR EQUAL)
DETAIL 1-I" CABLE
CONNECTION
AT FOUNDATION
SCALE: N.T.S.
EBO' T. FOR
.BLE TENSION
i18• STAINLESS STEEL
BP.AIDED CABLE
3000 PSI CONC.
6x6 -10x10
WWM OR PIBERMESH
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DESIGN DATE:
07/08/2020
REVISION 1:
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PAGE:
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DESIGN DATE:
07/08/2020
REVISION 1:
DATE
REVISION 2: DATE
PAGE:
L �•
DRAWN BY: TCP
SCALE: NTS
N
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1" X 2" O.B. FASTENED TO CORNER W
3116" 5052-H32 GUSSET— p
#14 SMS @ 1 1/4" O.C. POST W! #12 X 1 112" SMS AT 6" FROM �
r- 2"X2" X 1/8" X 4" ANGLE - TOP & BOTTOM RAILS TYPICALLY @ 24' O.C.
2" X PURLINS ATTACH TO o
PROVIDE #14 X 1" INTO EACH N
BEAM WITH MIN (4) #10 X 1 1/2" SMS 1/8" X 2" X 2" EXTRUDE ANGLE 5052 00
MEMBER AS INDICATED BELOW
PLACE WASHER UNDER SCREW T- H-32 ALLOY EA CORNER W! (2) #14 X 2" �
IN GUSSET CORNER _ CORNER POST SMS INTO POST 8,(l) 3/8" DIA r-
° j6'"l CONCRETE SCREW ANCHOR INTO (0CONCRETE0 0 rn W
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Q
n
P� (2) #10 X 1 1/2" SMS_
0° pc THRU SCREW BOSSES 2 v4�CONC
1 1/4" (TYPICAL) (V w
NCHOR BEDMENT
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s a SLAB/FOOTING co
51a NOTES:
SEE PLAN ~
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NOTES: I 1. CONNECTION DETAIL D 9 O C4
I
1. GUSSET DIMENSION ARE MINIMUM (2) AT EAVE RAIL SIMILAR SIDE VIEW ry � O v
TZ-rZ=Z �
REQ'D (1) EA SIDE OF BEAM - MAYBE W0 � -
INTERNAL OR EXTERNAL �
2. AS BEAM SIZE CHANGES, ADD OR CORNER K -BRACE DETAIL W Q LL Lr) •E
SUBTRACT SCREWS TO MAINTAIN 1-1/4" C/C SPACINGSCALE: N.T.S. ?` fy
3. GUSSET LENGTHS REMAIN CONSTANT W
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
GUSSET PLATE
PER E-SERIES1-7 SELF MATING
ABEAM
PURLIN
(4) #14 X 3/4" SMS
INTO POST
1"X2"BASE
ANCHORED TO CONC W/ 1/4"
CONTRACTOR TO INSTALL CONCRETE SCREW ANCHOR
(2) #14 X 2" SMS THRU BRACE (MIN. 1 1/4" EMBED)
INTO BEAM THRU GUSSET 6" MAX EACH SIDE OF POST
EXTERIOR PLATE PLATE AND 24" O.C. MAX
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
X& C -C FASTENER SPACING)
x2x0.0
fyACE (TYP )
K -BRACE
LATERAL "K" -BRACING
CONNECTION DETAILS
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)
WA
CORNER POST
K -B RAC E
Tx2x0.093
BRACE (TYF
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
r 2„ J
CORNER POST Wt 1" X 2" @
"—/BACKSIDE
3/8" X LENGTH AS REQUIRED
FOR 2 1/4" EMBED CONCRETE
SCREW ANCHOR INTO
CONCRETE
FRONT VIEW
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
10 4 0`.
- ---------i Q
i
0 0 g GIRT (CHAIR RAIL)
K -BRACE i 0
O _
2x2 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