HomeMy WebLinkAboutPLANSDESIGN 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
4. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
5. ACI318 CONCRETE REFRENCE MANUAL.
WIND LOADS
1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1664.5 & 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 F'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
v. WELDED WIRE FABRIC - ASTM Al85
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.
T. 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 I" 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 U.C.
5. 1 "X2" & 1"X3" NON STRUCTURAL MEMBERS MAY BE USED
INTERCHANGEABLY.
FASTENER SPECIFICATIONS
1. FASTENERS ARE REQUIRED TO BE SAE GRADE 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" GAILY. 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 2C O.C. AND 6" FROM ENDS
D. WHERE VX2" INSTALLED THROUGHOUT AN "OPEN VIEW'
SPACING SHALL BE REDUCED TO 18" O.C. AND 6" FROM ENDS
MASONRY SPECIFICATIONS
1. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED
ON TYPE M OR S MORTAR.
2. ALL MORTAR SHALL BE TYPE M OR S.
3. ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE
MAXIMUM COARSE AGGREGATE SIZE OF 3/8".
4. PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN
HEIGHT.
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: 2x4'k0.04N'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"x2'k0.044"
2 x 3: 2x3"x0.050"
2 x 4: 2"x4"x0.050"
2 x 5: 2`xS'x0.050"
OPEN BACK SECTIONS
1 x 2: 1'k2"x0.044"
1 x 3: 1 "x3"x0.045"
SNAP SECTIONS
2 x 2 SNAP: 2x2'k0.045"
2 x 3 SNAP: 2"x3'k0.050"
2 x 4 SNAP: 7'x4"x0.045"
SELF MATING (SMB)
2 x 4 SMB: 2x4'k0O44'k0.109'
2 x 5 SMB: 2"x5"x0.050NO. 100"
2 x 6 SMB: 2"x6"x0.050"x0.120"
2 x 7 SMB: 2'k7"x0.057'k0.120"
2 x 8 SMB: 2'k8"x0.072'k0. 124"
2 x 9 SMB: 2'k9'k0.082"x0.124'
2 x 10 SMB: 2"xl 0N0.09Z'x0.398"
DETAIL A
SCANNED
BY
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DESIGN DATE:
11/13/2019
REVISION 1:
DATE
REVISION2: DATE
PAGE:
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SCALE: NTS
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PIONEER SCREEN LLC
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PROJECTADDRESS:
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MILLER/PAULEY CONSTRUCTION
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FLORIDA ENGINEERING LLC
4161 TAMIAMI TRAIL, UNIT 101
PORT CHARLOTTE, FLORIDA 33952
(941) 391-5980
www.fiengineeringlic.com
PROJECT NO. 1931640
CA CERT. #30782
E. GunEirrSoF, P.E. #60102
11/13/2019
FLASHING
-x2" FASTEN TO COL. (INTERNAL)
W/(2) #IOXLI/2-SMS, FASTEN TO
EAVE RAILS ABOVE W/ #10X1-I/2"SMS
24- O,C. AND 6- FROM END.
TABLE 'D'
NG<m TY Shc. SIOE/SIZE
2 x 3
4/12
2 X 4
5n2
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
'HORIZONTAL OR SLOPED
BEAM PER PLAN
NOTCHED 70 RECEIVE
COLUMN WITHIN
EMS. (EACH SIDE)
STY PER TABLE D
NOTCH PROFILE MAY VARY
TO PERMIT CORRECT IF SMS
COLUMN PER PLANS
MAINTAIN MIN. OF 5/B•SEPERATION
FROM EDGE OF BEAM SMS O.C. TVP.
DETAIL "E" - UPRIGHT TO BEAM
CONNECTION SCALE: N.T.S.
NOTE: IF PAVERS ARE
PRESENT, CONCRETE
ANCHORS SHALL
PENETRATE INTO
FOOTING 2-1/4' MIN.
(TYR
NOTE: WHEN FASTENING
TO WOOD USE 1/4' GALV.
LAG SCREW IN LIEU OF
CONS, ANCHORS AND
ENSURE PENETRATION
MIN 2-I/4- INTO
STRUCTURAL FRAMING
BENEATH (TYPS
1/4' DIA. TAPCON SCHEDULE
UPRIGHT
CITY. TAPCON/ CITY. #12 SMS E/S
2X3
(1) 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
2XIO
(5) 1/4" TAPCON/ (10) #12
SCHEDULE BASED ON 2-1/4' MIN.
CONCRETE ANCHOR EMBEDMENT
1/8'#'x2"X ANGLE
5032 H-32 ANGLE
(2) - 912 SMS INTO COLUMN
I/L' MASONRY ANCHOR EACH
ANGLE - EACH SIDE COL_
2-1/4-MIN. CONIC.
ANCHOR EMBEDMENT
3000 PSI CONIC.
AB/ FTG.
x10 WWM
SIDE VIEW
OR FI
OR FIBERMESH
MASONRY ANCHOR
AT
AT EACH ANGLE HO
—Iry T
(2) #1OX
TO BE
BEAM
INSTALL OF
TO CORNEP
3/8' DIA. TAPCON SCHEDULE
UPRIGHT
QTY. TAPCON/ OTY. #12 SMS EIS
2X3
(D 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/A' TAPCON/ (6) #12
2X8
(3) 3/8" TAPCON/ (6) #12
2X9
(3) 3/8" TAPCON/ (6) #12
2XIO
(4) 3/8' TAPCON/ (8) #12
SCHEDULE BASED ON 2-1/4' MIN.
CONCRETE ANCHOR EMBEDMENT
-SELF-MATING OR
SNAP SECTION TYP-
PER PLAN
E2- O.B. BASE PLATE-TYP.
1-1/4' MIN GOING,
ANCHOR EMBEDMENT
•' a 2- MIN. ANCHOR SPACING
WHEN GREATER THAN 2x4
UPRIGHT IS USED SEE
° ^ TAPCON SCHEDULE ABOVE
2 - #12 SMS
1/4' LANDON XL (RED HEAD MFG. OR EQUAL)
2 @ IXB BASE
2 @ SLAB (BEYOND)
II• Rx2'BASE PLATE ANCHORED
® TO CONE w/ /4- MASONRY
ANCHOR 6- MAX EACH SIDE
" OF POST AND 24. O.C. MAX
3000 PSI CONIC. "
SLAB/ FTG.
6X6-1omo WWM FRONT VIEW
OR FIBERMESH
DETAIL "B" - 2"W' OR LARGER SELF MATING
UPRIGHT TO DECK DETAILS SCALE: N.T.S.
(2) #MD' SMS INTO SCREW
BOSSES FOR EDGE MEMBER
EDGE MEMBER
OR PURLIN -
DETAIL "D" - ROOF BRACING
CONNECTION SCALE: N.T.S.
ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNEL %WA) #10X.75-
INTO GIRT OR PURLIN B (2) MAX. ZS
INTO BEAM OR UPRIGHT 0.062 ANGLE
CLIPS MAYBE USED
(4) FIOZM SMS INTO
SCREW BOSSES
EDGE MEMBER
y A_ OR PURLIN
0.06Z5- 6063-T6 FLAT PLATE
w/(W ISMS, MIN, I/2' rN PURIIN
D
EDGE DISTANCE.
E. PLATE MAY BE
FASTENED INTERNALLY TO BRACE UPRIGHT, BEAM -SNAP, MEMBER
SELF MATING. OR HOLLOW
DETAIL "C" - GIRT OR PURLIN TO BEAM
OR POST DETAIL SCALE: N.T.S.
'ALL MEMBERS PER PLAN PAGE 2'X2"n.063-- DIM, TO MATCH PURLIN
'MEMBERS VARY PER PLAN PAGE 2 SIZE RECEIVING CHANNEL
(2) #12 SMS INTERNAL TO HAVE
RAIL (3) #12 EACH SIDE INTO PURLIN
o zP�a�1H'L
FASTEN TOP OF HEADER TO INTERSECTING
MEMBER w/(2)#10 SMS w/I"
PENETRATION INTO SCREW BOSS OF EAVE RAIL - SEE PLAN
MEMBER - TYP. BOTH SIDES
OPEN BACK
EXTRUSION UPRIGHT
v
DOOR JAMB
PER PLAN
FASTEN HEADER 1/(2) #10X3'
INTO SCREW BOSS OF HEADER
ALTERNATE HEADER CONNECTION
WHEN Z-BAR IS USEO-FASTEN
Z-BAR TO COL/HEADER AT EACH
-
CORNER AND IF O/C
ALTERNATE BASE PLATE CONNECTION
ATTACH MEMBER TO BASE PLATE
(INTERNAL)w/(2) #IOXY SMS
ATTACH BASE PLATE TO MEMBER
w/Q) #10X3- SMS INTO SCREW -�
BOSS OF BASE PLATE
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UW TAPCON (RED HEAD MFG. OR EOUAU WITHIN 6- OF COLUMN
8 24. O.C: MAX. 1-1/4' PENETRATION INTO UNDERLYING FOOTING
DETAIL "F" - DOOR JAMB & HEADER
CONNECTION SCALE: N.T.S.
(2) #IOxZ' SMS THRU Ix21NTO
EAVE RAIL EACH S1DE OF COLUMN
DETAIL "G" - SLOPED PURLIN
CONNECTION SCALE: N.T.S.
04 #12x1'SMS
@ 1- SPACING -
ZX2- EDGE BEAM 1
(2) #IOx3'SMS
INTO SCREW BOSSES
CONNECTING EDGE
BEAM TO PURLIN �
1-1/2'x 1/16-PLATE
(TOP OR BOTTOM)
EX2'FASTENED TO COLUMN
w/(2) #IOM-1/2'SMS INTO
SCREW BOSSES FOR SMB
OR SNAP COLUMN
NOTCH COLUMN AS REO'D.
COLUMN PER PLAN
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DESIGN DATE:
11/13/2019
ISION is DATE
REVISION 2:
DATE
PAGE:
DRAWN BY:
KMM
SCALE:
NTS
GIRT FASTENED INTERNALLY AT EACH END
wl AIOxIS' EACH SCREW GROOVE. FASTEN
TO BEAM W/ 2x2x.125 ANGLE (2) #12 SMS
INTO BEAM 8 (2) #I0xl.5 THOU ANGLE INTO
GUTTER WHERE NO GIRT 15 PRESENT. ATTACH
ANGLE DIRECTLY TO GUTTER -�
2'x2 ANGLE
#12
EACH LE sns
LEG
G
BEAM
CLOSE BOTTOM OF °
BEAM WHEN TRIMMED
.044 RECEIVING CHANNEL,
FASTEN .1#12
SMS
EACH SIDE OF BEAM
GIRT
#10 SHE WITHIN 6-
OF BEAM 8 24' 0 C.
2x2I,11W ANGLE
EA. SIDE OF BEAM
w/(D #12 SMS
EACH LEG EACH SIDE
FOR BEAMS ABOVE 243 INSTALL
GUTTER BRACE AT MIDPOINT
BETWEEN BEAMS B INCLUDE 2'
GUTTER BRACE AT EACH BEAM
LOCATION
FOR GUTTER TO FASCIA:
(z)5iiz sns (1) #14 @ Ia.
0 C
FOR GUTTER BRACE/ STRAP:
(2) #I4 EA. STRAP
SEE TOP VIEW
FOR BEAM OVER 24
-044 RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTER
INTERNALLY WIGS #12 SMS
ALTERNATELY 2x2MUIF ANGLE BELOW GIRT, (2) #I4 SMS INTO
BEAM a (2) #12 SMS INTO STRUCTURAL GUTTER
SIDE VIEW
JTTER TO
#ICx2'
IEW 18' O.C.
S
EW
'x6'MIN. EXISTING)
?AL
TOP VIEW
DETAIL "H" BEAM TO GUTTER
CONNECTION SCALE: N.T.S.
.050' GUTTER STIFFNER
FASTEN TO FASIA w0
WOOD SCREW
FASTEN TO GUTTER W2)
#12 SMS —
GUTTER
GUTTER
WHEN BEAM 8 PURLIN
HIT ON CORNER -
FASTEN OUTSIDE OF
BEAM 6 PURLIN
I Il8X2'x2' ANGLE
B (4) #12 SMS EACH LEG
FASTEN INSIDE CORNER
(B
EAM TO PURLIN)
/ 118"x2'n2' ANGLE
w1(2)#12 SMS
INTO EA: MEMBER
(BEAM B PURLIN)
DETAIL "M" BEAM & PURLIN TO GUTTER
CONNECTION SCALE: N.T.S.
(U 4% WOOD SCREWS
(2) #12 SMS INTO FASCIA
2x2x1/8'ANGLE wl$SMB
GIRT
#12 SMS EA. LEG
GIRT
0 0
I/8-x2'x4- STRAP
STRUCTURAL GUTTER
INTO
(D #125MS INi08EAM
SIDE VIEW
(2) #12 SMS GUTTER
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GIRT le
(2) GUTTER BRACES
\\\
F
FASCIA
EACH w/E) OR SMS
INTO
\\ �'O o
3/16'-5052-H32 GUSSET
WOOD SCREWS INTO FASCIA
F
INTERNAL OR EXTERNAL
\
8-INTO EA. SIDE TYP.
2x2x1/8-ANGLE WGO
F
BXIOSMB ]ILLUSTRATED)
#12 SMS EA. LEG
9
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 UT SEPARATION BETWEEN FASTENERS.
MAINTAIN 3/8- MIN, FASTENER SEPARATION FROM
BEAM JOINT OR EDGE OF BEAM LAP
FASTENERS MAY BE EVENLY SPACED AROUND
EDGE OF GUSSET WITHIN 3/8- OF BEAM JOINT.
FASTENERS MAY BE STAGGERED TO INSURE
PROPER QUANTITY PER TABLE B-1
TABLE B-1
.M
Sim
COL. TO
BEM
GTY SMS/
SIDE OF wL
BE>M TO
BEAM
.0 SML
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 x10
(16) #14
(I5) #14
DETAIL "K" GUSSET CONNECTION
SCALE: N.T.S.
SMB e 1
1 1
1/e'x2'x4'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.
1/8- PLATE ON 450 ANSI
OR 1/8'TT#' ANGLE W/I
#12 SMS INTO EACH
INTERSECTING MEMBER
PERIMETEI
FRAMING
DETAIL "1-2" CABLE CONNECTION
AT CORNER SCALE: N.T.S.
1/8'STAINLESS STEEL
400 MIN. BRAIDED CABLE.
600 MAX.
EBOLT FOR
BILE TENSION
1/8'STAINLESS STEEL
BRAIDED CABLE
3000 PSI CONC.
6x6-10x10
WWM OR FIBERMESH
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DATE: 1DATE19
REVISION::GN
REVISION 1: DATE
DETAIL "I -I" CABLE CONNECTION „r EON,
AT FOUNDATION SCALE: N.T.S. ���
REVISION 2: DATE
PAGE:
DRAWN BY: KMM
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
1 114"
#14 SMS @ 1 1/4" O.0
CORNER POST
x
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. GUSSETLENGTHS REMAIN CONSTANT
WIDTHS CHANGE TO MATCH BEAM SIZE.
RAIL
1"x2" O.B.
PATIO SECTION
3" x 3" x 0.050" MIN., 6063-T6 ALLOY
PLATE DR STRONGER (ONE SIDE) WITH
(3) -912 x 3/4" S.M.S. EACH SIDE AS
10WN (3/8" MIN. PLATE EDGE DISTANCE
& C-C FASTENER SPACING)
LATERAL "K"-BRACING
CONNECTION DETAILS
K-BRACE
GUSSET PLATE
PER E-SERIES
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)
'ANGLE
1' INTO EACH
DICATED BELOW
DETAIL #2
i
CORNER POST
(2) #10 X 1
THRU SCREW
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
POST
BRACE
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
1" X 2" O.B. FASTENED TO CORNER
POST W/ #12 X 1 1/2"SMS AT 6" FROM
TOP & BOTTOM RAILS TYPICALLY @ 24" O.C. ,
1/8" X 2" X 2" EXTRUDE ANGLE 5052 '
H-32 ALLOY EA CORNER W/ (2) #14 X 2"
-SMS INTO POST &(1)3/8"DIAL
CONCRETE SCREWANCHOR INTO - '-
CONCRETE
6"
SIDE VIEW
CORNER K-BRACE DETAIL
SCALE: N.T.S.
(4) #14 X 3/4" SMS
INTO POST
1" X2" 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
CORNER POST W/ V X 2" @
BACKSIDE
3/8" X LENGTH AS REQUIRED
FOR 21/4" EMBED CONCRETE
SCREW ANCHOR INTO
CONCRETE
FRONT VIEW
CP- CORNER POST TO CONCRETE DETAIL
A-4 SCALE: NITS
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BRACE(TYP.) (11 TOTAL)-#12 x3/4"
S.M.S. AS SHOWN (112" MIN.
1�
r1p1j
DESIGN DATE: 11/13/2019
SIGN 1: DATE
PLATE EDGE DISTANCE &
C-C FASTENER SPACING)
``11 LL
to
DATEaPAGE:DRAWN
LATERAL "PC' -BRACING
`�
�
CONNECTION DETAILS
R VISION 2:
BY: KMMSCALE:
NTS
A. MACHINE
(w%IBOLTS 3/4"DA. WASHERSi THRU
CARRIER BEAM & POST
BEAM
® CARRIER BEAM
`I'X 'MEMBER
FOR SCREENING
VARIES
HORIZONTAL BEAM
ON ITS SIDE
POST (IF REQUIRED)
�2k2k0.125'
T' FOR SINGLE
RECEIVING CHANNEL
HORIZONTAL BEAM
OR ANGLE EACH SIDE
4" FOR DOUBLE
HORIZONTAL
(6)#101
BEAM OR 4'k4"
EACH SIDE
6'FOR TRIPLE
HORIZONTAL
BEAM OR 6X6
OF(6)FO
2R ROWS
2 ROWS OF (6) FOR
RECEIOR
OR (61 EACH ANGLE
EANG CH
CARRIER BEAM TO POST DETAIL
SCALE: NTS
OVER GIRT AND CUT TO FIT BROW GIRT.
FASTEN EACH LEG W/ (2) # 12x5/9 SMS
STIFFNER
CARRIER
#10xl-1/2'SMS @24'
O.C. MAX CONNECTING
TO 1'X2' CARRIER BEAM
# 1 Oxl-1 /2' SMS Q 24"
O.C. MAX CONNECBNG-
ROOF BEAM (SLOPED OR FLAT)
(NOTE USE SIMILAR DETAIL FOR
NOTCHED UPRIGHT CONNECTION
TO CARRIER BEAM
NOTE: FOR DOUBLE OR TRIPLE CARRIER
BEAM, OUTSIDE WEBS SHALL OVERLAP
4x4 POST OR NOTCH POST S ABOVE
FOR 6x6 POST. ALL CASES, CONNECT
USING MACHINE BOLTS DECRIBED ABOVE.
ROOF BEAM TO CARRIER BEAM
CONNECTION DETAIL SCALE: NTS
I /8'x2k2' x LENGTH CUT TO FIT ANGLE
ROOF BEAM TO C.B. W/ REC. CHANNEL TABLE
BEAM
SIZE
QUANTITY/SIZE
LEG TO BEAM E/S
QUANIItt/SIZE
TO BEAM. INTERNAL
2x4
(4)012 OR(2)IT 16
(8)#12 OR(3)#I6
2x5
(5)#12 OR(3)#16
(10)#12 OR(3)#16
2x6
(5)#12 OR(3)#16
(10) #120R (4) # 16
2x7
(6)#14 OR(4)#16
(12) 914 OR (4) 916
2x8
(7)#14 OR(4)#16
(12)#14 OR(6)#16
2x9
(8)#14 OR(5)#16
(14)#14 OR(6)#16
2.10
(9)#14 OR(6)IT 16
114)#12 OR(7)A16
EACH SIDE OF BEAM FASTENED
(2) 1/2' DIA. EXPANSION BOLTS
W/ (4) # I N5/8" SMS TO BEAM
SEE NOTE #2 THIS PAGE
(2) 1/4" TAPCON INTO HOUSE WALL
FOR BOLT PLACEMENT
2-1/4" EMBEDMENT MIN. ALTERNATELY
RECEIVER CHANNEL MAYBE USED IN
_
LIEU OF 1/8" ANGLE EA. SIDE
EXISTING HOST STRUCTURE
(DESIGNED BY OTHERS)
BEAM PER PLAN o 0 0
CLOSE TOP OF
SIDE VIEW BEAM WHEN TRIMMED
.044 RECEIVING CHANNEL,
BEAM TO GUTTER/HOST CONNECTION
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 I /Z 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/Z FOR PAVER THICKNESS MORE THAN
2-1/2'SPECIFICATIONS SHALL BE REQUIRED. PAVERS SHALL BE BONDED TO UNDERLYING CONCRETE FOUNDATION.
O
CARRIER BEAM 0
,CHINE BOLTS
ISHERSTHRU
& POST
BEAM
(A. M,ACHINE BOLTS
W/I3/4' DIA. WASHERS THRU
CARRIER BEAM & POST
(3)1/4" DIA. MACHINE BOLTS POST
w/ 3/4' DIA. WASHERS THRU
CARRIER BEAM & POST
FRONT VIEW
CORNER CARRIER BEAM CONNECTION DETAIL
SCALE: NTS
BOLTS wD/IW SHE SINE
3-3/4' FROM EDGE
OF SLAB/ FTG.
TOP VIEW
4'k4" POST
(SEE PAGE-2
/S FOR SIZE)
�VVV/ •�T� —2k4k0.125 ANGLE
3000 PSI CONC.
SUB/FTG. FRONT VIEW
6x6-10x10 WWM
OR FIBERMESH
NxN' POST CONNECTION DETAIL
SCALE: NTS
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(3) IDIA. MACHINE
U
BOLOL TS w/WASHERS
�
(4)3/9T
(LENGTH) ANGLE
(I(INTERNAL)U)
THRU BOTTOM LEG
MLEG
OF ANGLE INTO CONIC.
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SUB/FTG.
FRONT VIEW
W
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6x&IOXIO WWM
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OR FIBERMESH
4X4 COLUMN ALT. BASE ATTACHMENT
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DETAIL
SCALE: NTS
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11/13/2079
��®p
Q
•
EVISIONATE:
1.
�REVISION 2:
PAGE:
AWN BY: KMM
SCALE: NTS