HomeMy WebLinkAboutPROJECT INFORMATIONDoris Pgn Envelope ID: C6A30A80-E29F-4BDC-9A17-1942EFD38832
General Notes and Specifications:
1. This structure has been designed in accordance with the
specifications of the Florida Building Code 2020 (FBC) to meet the
requirements for 147 MPH exposure C wind loads using
20x20x0.013 mesh screen.
2. The existing structure is assumed to be capable of supporting
the loads imposed by the addition of this structure no such
warranty to this effect is implied by this document.
3. All concrete at anchor points shall be minimum 28 day
compressive strength of 2500 PSI at the time of installation and
comply with ACI 318.
4. All wood at anchor points must be sound and and have a
specific gravity of 0.5 or greater.
5. All aluminum extrusions shall be 6005A-T61 or 6005-T5 and
comply with ASTM B221 unless otherwise specified.
6. All aluminum sheet and plate used in reinforcements or splice
plates shall be 6061-T6 and comply with ASTM B209.
7. Fasteners as specified in "FASTENER REFERENCE CHART"
(or equivalent) are to be used in the fabrication and installation of
this structure. Manufacturer's special assembly procedures to be
used where applicable. All bolts and nuts to be carbon steel hot
dipped galvanized to ASTM Al53, or electro-galvanized to
ASTM B633, or 300 series stainless with bolts to meet
ASTM F593 and nuts to meet ASTM F596. All screws to be
austenitic stainless steel.
8. Electrical ground and related wiring, when required, to be
designed and installed by others.
9. Alterations, additions or other changes to this document are
prohibited and void the engineering certification.
EXTRUSION REFERENCE DETAILS
SELF MATING BEAM (SMB)
(LAP -STYLE FLANGE)
tf
U-CHANNEL
-j �- 0.320"
0
L N
ti o
N
f- 2.658" -�
STRUCTURALANGLE
(2"X2"X1/8" THK)
1
O
O LO
N
_L4 2.000"
SMS1
STITCH SCREWS TO BE
18" OC MAX
ALL LAP STYLE BEAMS
BOTH SIDES
BEAM TYPE
tf
tw
2X4
.100.046
2X5
.116
.050
2X6
.120.050
2X7
.120.055
2X8
.224
.072
2X9L
.224.072
2X9H
.306.082
2X10
.389.092
3X3 STRUCTURAL MEMBER
(3070)
V-GROOVE
DIE MARK
BOTH SIDES
3L �_ 3"
" 0.070" TYP
STRUCTURAL ANGLE
(AL 6061-T6, LENGTH
AS REQUIRED)
1/4" -� 1/4"
T N
CV T
N
2" ' k
2-1/2"
NON-STRUCTURAL MEMBERS FORK
(AL 6063-T6 ALLOWED) (0.145 THK)
3.009"
(1X2) (1X3) ro625"
2" --I T f---- 3" ~I T n n n
(2.25X2.25X095)
_Lco
(2X2) cN
095" 2"
N _ M
-� 2-1/4" (3X2) _
CM (h
2.658" -�
FASTENER REFERENCE CHART
Typical on all details
unless otherwise specified
REPRESENTATION
PART NAME
REF#
ELCO Conflex 3/8"x5" Long
EMR265 - orequivalent
CA1
ELCO Conflex 3/8"x2-1/2" Long
EMR263 - orequivalent
CA2
1/4" x 2-1/4" Tapcon Anchor
CA3
3/8"xl" long Hex Bolt
HB1
II`'i'!il "III'
1/2"x3" long Hex Bolt
HB2
II!I!hl'''I'I�I!
1/2"x3-1/2" long Hex Bolt
HB3
®
3/8" Hex Nut
HN1
®
1/2" Hex Nut
HN2
1/4"x3/4" Long Self Machining
Screw
SMS1
'
1/4"x1" Long Self Machining
Screw
SMS2
1 /4"-14x2" Long Washer
Head Self Machining Screw
SMS3
3/8"x2-1/2" Hex Lag Screw
LS1
3/8"x4"Hex Lag Screw
LS2
iiii iiii1 iiiii
am
0x2 a ac ining
Screw
FS1
Note- Fasteners not to scale. Actual fastener appearance
may differ sliahtiv from representation.
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Docu�Fjgn Envelope ID: C6A30A80-E29F-4BDC-9A17-1942EFD38832
BRACKETS MADE FROM U-CHANNEL EXTRUSION (UOS) AND CORRESPONDING BACKING PLATES
ALL BACKING PLATES TO BE 6061-T6 3/16" THK MIN
BK71 (MAKE FBK -T6 BKT3 BKT4
2"X2"X1"ROM 061 6061LANGLE) (SAME AS BKT1 EXCEPTAS NOTED) (SAME AS BKT1 EXCEPTAS NOTED)
�. 1/2"
0.835" I - 0.835" - 7/8 0.835" -- 0.835" CHAMFER
013/32" o 13/32"
�- 0 13/32" 2 PL _ t 4 PL
2 PL 00 -o- -
0 9/16" ¢ NOTE: + - 00 0 1/4"
DETER - -
1"
DIMRMINED T 4 PL -
BY HEIGHT OF
ATTACHING
MEMBERAND
SCHEDULE BELOW. +
BRACKET TYPICALLY Q�
-- -- CUTATANGLE
I ' J 1-3/4" 0.835" 0.835"
BP1 AS REQ'D BP2 o 13/32" BP4
0.835" f- 0.835" 1„ ill C?4 PL 1-1/4" 1-1/4"
2 13/32 2 13 32" NO BACKING PLATE REQ'D - -
coi10
04 CR � �
CCM I O
i- 0 / O
MEMBER SPLICE/END-REINFORCING PLATES
(ALL PLATES TO BE 6061-T6 UNLESS OTHERWISE SPECIFIED, 3/16" THK MIN, SCREW HOLES SHOWN FOR REFERENCE ONL
BP8
Ps?'
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BP7 BP9
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1/2" 1/2"
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1"
O `DIMENSION CAS REQ'D WHEN o 9/16"
0 USED WITHgANSARD BEAM (HOLE TO BE DRILLED
(SEE 304 SHEET 3) AFTER PLATE ATTACHED
O TO SMB, SEE DETAIL 305 )
o /
MISCELLANEOUS BRACKETS
BKT5 BKT6 BKT7
(SAME AS BKT4 EXCEPTAS NOTED) (MAKE FROM FORK EXTRUSION) 0 9/16" (MAKE FROM 6061-T6, 1/4" THK)
j f- 3/4„
0 L 1-1/2" o 13/32"
2 PL -CHAMFER 6 PL r _ _ 450X 1" MAX
BOTH SIDES
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+
1 /8 -i k 5/16
3/4" -{
i-i1-1/8" 1"
2-1/4" 2-1/4" 0 9/16"
NO BACKING PLATE REQ'D TYP, 3 PL C?
1/4' _04
�- 7-1/2" 2"
STRUCTURALANGLE BRACKETS
Y) (MAKE FROM 2=1/4" STRUCTURALANGLE)
SA1 SA2
(USED AT 3070 COLUMN BASE)
co
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1/2" �1Zv 12 PL
AS REQ'D -
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2 PL
BP10
CORNER COLUMN TO EAVE RAIL SPLICE PLATE
(MAKE FROM 6061-T6, 3/16" THK MIN
SCREW HOLES SHOWN FOR REFERENCE ONLY)
00
4-1// 1l2"
T-
oo
CV
.t T 1
N "i 1
4O o
NA= NUMBER OF FASTENERS IN DIRECTION OF DIM A (BKT2, BP8 & 9) °
O S .(BP8)0 " NB NUMBER F FASTENERS IN DIRECTION OF DIM B Q, �
N= TOTAL NUMBER OF FASTENERS IN PATTERN PER END (BP8) 5/8"
N =To NUMBER OF SMS1 FASTENERS IN DIRECTION OF DIM C (BP7) /8"
C 2"
SCREW PATTERN SCHEDULE �p8
SMB SIZE
A
NAB
JNE3
NTOT
C*
Nc
MATERIA
2X4
3-1/4"
3
3"
3
8
6-1/4"
2
2X5
4-1/8"
3
4"
3
8
6-1/4"
2
5052-H32
2X6
5-1/8"
4
5"
3
10
6-1/4"
2
OR
6061-T6
2X7
6-1/8"
4
6"
3
10
6-1/4"
2
2X8
7-1/8"
5
7"
5
16
7-1/4"
3
6061-T6
2X9
8-1/8"
5
8"
5
16
7-1/4"
3
6061-T6
2X10
9"
7
9"
6
22
8-1/4"
4
6061-T6
3070 SPLICE PLATE
1/2
m
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3/4"
3/4" LINE OF
SYMMETRY
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DocuSign Envelope ID: C6A30A80-E29F-4BDC-9A17-1942EFD38832
301 RAFTER TO SMB CONNECTION
30 RAFTERO COLUMN CONNECTION 303 4x4X1/8 COLUMN TO HEADER BEAMS
(SAMEAS 301 EXCEPTASSHOWN)
a�
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SMS1(6) SMB HB3
SM81 - 7 PER SIDE, O
4X4X1/8 PER BRACKET 304 RAFTER TO FASCIA/GUTTER CONNECTION
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TOP AND BOTTOM
BKT1
(SEE
COLUMN NA SHEET 2 FOR SPACING)
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ON CONNECTION `�
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305 4x4 CORNER COLUMN TO FOUNDATION
SMB GUTTER
1X2ANGLE
CA1 OR LONGER
AS NEEDED
AS READ FOR 2"
306 3070 COLUMN TO FLOOR CONNECTION
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4 PL
(USE ONLY ONE ANGLE ATAPPROPRIATE
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LOCATION WHEN 3070 COLUMN IS ADJACENT TO DOOR)
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1X2AT FLOOR
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SA2 FASTENERS TO BE Docusigned by:
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— - - — 18" OC MAX LL�
3070 �T( �l�l.(,�,{n,
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TYPICAL PATIO REVEAL
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WHERE APPLICABLE 8/16/2 021
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PATIO REVEAL
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ANCHORS
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PATIO REVEAL CA2 TO PAVER
BOTH SIDES
WHEREAPIPLICABLE 1 PERANGLE
FASTENER SCHEDULE
MATERIAL
FASTENER
ALUMINUM
SMS3
CONCRETE,
BLOCK AND
WOOD
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Docu,ign Envelope ID: C6A30A80-E29F-4BDC-9A17-1942EFD38832
PORCH SCREEN
SEE BELOW
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304 304 304 304 304 304 304
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301
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70"
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93"
NOTES:
1. BUILT ON EXISTING PATIO.
2. DETAIL CALL -OUTS OUTSIDE OF FRAME
CONNECT TO MEMBERS IN ADJACENT FRAME
3. ALL PERIMETER TO BE 1X2 AND TO BE
ATTACHED ACCORDING TO CONNECTION 30
UNLESS OTHERWISE SHOWN.
4. DOOR ATTACHMENT TO BE DETERMINED
BY BUILDER.
305
�-- 108" 82-3/8" 82-3/8" ---[— 82-3/8" --�- 82-3/8" -�— 82-3/8"
2X10 SMB
253" 216"
38"
303 BOTH SIDES 303
OF COLUMN
303 BOTH SIDES 303
OF COLUMN
305 305
PORCH SCREEN
j 38"
110".......... r
306
306
11
192"
_T
AS REQ'D
THIS END OPEN TO BE
CONNECTED TO EXISTING
ADJACENT ENCLOSURE
AS REQ'D
30
120"
89"
305
EsDocuSigned by:
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CERTIFIED TO: ROBERT LEDFORD & TA'MARA LEDFORD
OCEANSIDE TITLE & ESCROW, INC
OLD REPI IBLTC NATIONAL TITLE ]INSURANCE COMPANY
TRUSTCO BANK, ITS SUCCESSORS AND/OR ASSIGNS AS TREIR INTERESTS MAY
APPEAR
NOTES:
1. BEARINGS AS SHOWN ARE REFERF•N,
BEARING N 71°SV LP W, TER RECORD I
2 SURIMV PERFORMED WITHOUT DEN
3. PROPERIT SERVICED WTfH MONICD
MIN. SETBACK RE .
FRONT
SIDES "r
CNR SIDES
REAR
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