HomeMy WebLinkAboutBuilding PlansSTRUCTURE :CRITERIA
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*THIS OVERALL DESIGN COMPLIES WITH THE GUIDELINES DEFINED IN:CHAPTERS 16 AND 20 OF THE 2017 FLORIDA BUILDING 1'..T►l:►E
6TH"EDITI`0N, BUILDING AND ALL OTHER APPLICABLE STANDARDS
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WIND CRITE;R•IA:
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*VELOCITY:: 1`50 MPH (3 SECOND GUST) , EXPOSURE ' C' , RISK CATEGORY I.
FOR VEL.06ftY >100 MILES PER HOUR, IMPORTANCE FACTOR SHALL = 0.77.L4
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SCREEN DE8I6N:
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*18 X 14 S`OEEN WALLS: WW PRESSURE @ 19.6 PSF, LW PRESSURE @ 15.6 PSF, ROOF @ 5.4 PSF
DESIGN P9ESStRE ON BUILDING ENVELOPE ELEMENTS:
'PER THE ALLOSYABLE STRESS DESIGN FOUND ON TABLE 2002.4 AND 2002.4A OF THE FLORIDA BUILDING CODE. z N Lo
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*THE AVER GE SPACING BETWEEN BEAMS IS SHOWN IN THE DRAWING. THE ACTUAL SPACING BETWEEN ANY TWO BEAMS MUST � w �
BE THE -AVEi.RAGE SPACING, +/_ 2", AND THE CENTER TO CENTER MLrST NEVER BE GREATER THAN W -0". N a N
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*EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED BY PRODUCTS ® E_ o w
WHICH MEE'' THE REQUIREMENTS OF SSTD 12. a
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SCREEN ENC'L�SURE ROOF TYPE 00
*MANSARD tROO ENCLOSURE WITH 3'0" RISE MAX. STRUCTURE IS CONNECTED TO EXISTING a
SINGLE S- 0kY C.B.S. HOME WITH WOOD FASCIA. (SEE CONNECTION DETAIL 4 ON PAGE 4) . _
CONCRETE;
*THIS ENCLOSURE WILL BE CONSTRUCTED ON A NEW CONCRETE PATIO WITH AN 8" X 8" FOOTER WITH 1 #5 13AR CONTINUOUS.
THIS FO bATION IS ACCEPTABLE FOR THIS ENCLOSURE. H
#ALL HOW J10WN FASTENERS MUST BE NO MORE.- THAN _12" ON CENTER W/2-1/4" MIN. EMBEDMENT INTO CONCRETE. Cj
�C�MIN[1M ,1+�DT'ES : °'�'
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MATERI�Aa:S SHALL CONFORM TO THE F. B. C. , CHANGES SHALL BE DESIGNATED BY THE ENGINEER �„ C', �
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1: ALL EXTRb. IONS: ALUMINUM ALLOY #6005-T5 OR 6061-T6, (NOTE: SPLICE PLATE MATERIAL MAY BE E",('41RUDED FROM ALUM'r-- 't. M w a a H
ALLO ' 061-T6, IF THIS ALLOY IS MORE READILY AVAILABLE). �+
2: FASTENNt ' ALUMINUM ALLOY # 2024-T4 & #1075-T6 DOUBLE CAD -,PLATED STEEL, HOT DIPPED GALVAN[:fl D STEEL OR �
300 ��9115 STAINLESS STEEL
3: MATE=RIAL t1PGRADES (STRONGER OR HIGHER GRADE MATERIALS) CAN BE SUBSTITUTED AT ANY TIME.
4: NO EXPANSION BOLT MAY BE INSTALLED WITHIN 2" OF EDGE OF CONCRETE SLAB. �Z
5: NON Sfglj&URAL ALUMINUM SHALL HAVE A MINIMUM THICKNESS NO iLESS THAN
0.0? AICKPLATES ETC.)
6: ALUM]FA M IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PROTECTED WITH O-\b12-- z
AT�KALISISTANT COATING. C Q
REVIEWED F N
7. ALUMMUM IN CONTACT WITH WOOD SHALL BE PAINTED WITH TWO COATS OF HEAVY COMPI.IA
+EOD1-01 ` :WTUMINOUS PAINT'. ('iOCE COv '�'Y
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$ : SELF 1:11 11G BEAMS (SMB) UP TO 8" TO BE FASTENED WITH BEAM 'STITCH SCREWS @ 16" O/C ST. LUCIE �
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BOTHi : l�T ES. (#12 SMS) , FOR 9" & 10" SE1..1� MATING BEAMS (4M13) TO BE FASTENED WITH BEAM socc �
STIT fl'CREWS @ 12" 0/C.
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1 OF 6
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PERIME'
BAF
PLAN VIEW
Scale: 3/16" =
CONCRETE SPECIFICATION NOTES AND DESIGN PARAMETERS
1)- 6" X 6" 10/10 WWM OR FIBERMESH ADDED CONCRETE.
2)- TERMITE TREATED SOIL WHEN NEXT TO LIVING SPACE.
3)- FOOTER SHALL BE 8" X 8" FOR PERIMETERS
WITH ONE (1) #5 REBAR CONTINUOUS
3000 PSI
CONCRETE
FILLER
00
s"
- tr.; BAR
CONTINUOUS
(af-oOTER ELEVATION f wfo
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SHEET NUMBER
2 OF 6
(� PLAN VIEW
In
ELEVATION A. 4
SIDE WALL
ELEVATION B. 2
FRONT WALL
P
B=BEAM
P=POST/PURLIN
CR=CHAIR RAIL
DJ=DOOR JAMB
K/B=KAY-BRACE
W/B=WIND BRACE
MEMBER
SCHEDULE
MARK
SIZE
MAT.
THICKNESS
DESIGN
W.
F.
Bi
2"X 8"
ALUM.
0.072
0.224
PER ENG.
B2
2"X 9"
ALUM.
0.082
0.306
PER ENG.
Pi
6"X 6"
ALUM.
0.25
0.25
PER ENG.
P2
2"X 3"
ALUM.
0.050
0.050
PER ENG.
P3
2"X 7"
ALUM.
0.055
0.120
PER ENG.
P4
1"X 2"
ALUM.
0.046
0.046
PER ENG.
CR
2"X 3"
ALUM.
0.050
0.050
PER ENG.
DJ
2"X 2"
ALUM.
0.046
0.046
1 PER. ENG.
W/B
2"X 2"
ALUM.
0.050
0.050
PER. ENG.
ELEVATION B. 2
PORCH WALL
lir��4mm 161IP.m
6'-6 3/8" I 6'- 1 3/8" I. 6'-1 3/8" I 8'-2 7/8"
27'—'6"
'ION C. /
)E WALL
-12
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SLPICE PLATE ALLOY:
MITER SPLICES SHOWN FOR MANSARD SPLICES, IDENTICAL 6061T6 OR 5052H32
SPECIFICATIONS FOR GABLE AND/OR STRAIGHT BEAM SPLICES
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SCREW POSITIONS WEAR MITER
Oq1\ OF Q SCREW POSITIONS NEAR MITER JOINT MAY 13B ADJUSTED
V TO ACCUAODATE PURLIN, SPACE BETWEEN PASTFNERS
ALONG MITER JOINT MAY 1 1/2' TO 2', MANTAIN
MAXIMUM AND MINIMUM DISTANCES BETWEEN SCEWS.
EDGE DISTANCE FOR SCREWS: 3/4'
MINIMUM SCREW SPACING: 5/8'
SPLICE SPECIFICATIONS PER TABLE 109 BELOW
TYPICAL ELEVATION FOR BEAM MITER SPLICE 1
(DETAIL MAY BE ROTATED FOR GABLE RIDGE SPLICE, AND MAY
ALSO SERVE AS SPECIFICATIONS FOR A STRAIGHT SPLICE, MANTAIN
PLATE AND CONNECTOR SPECIFICATIONS IN TABLE 109 FOR ALL)
BEAM
SLPTCE DETAILS
TABLE 109
BEM!
SPLICE PLATE
bIh1ENTI0NS
#14 SMS
PER SIDE
PER END
TOTAL
#14 SMS
PER SPLICE
FASTENER SPACES
HICKNESS
LENGTH
HEIGTH
NUMBER OF SPACES
HORIZONTAL
VERTICAL
2X6X0.050X0.120 SMB
3/16"
16"
5 1/4"
14
56
3
3
2X7X0.055X0. 120 Sh'ffi
3/16"
16"
6 1/4"
14
56
3
3
2X8X0.072X0.224 SMB
3/16"
1$"
7 1/4"
16
64
4
3
2X9X0.082X0.3 6 SMB
3/16"
18
8 1/4'
18
72
4
4
2X10X0.092X0.389 SMB
1/4"
20'
9"
22
88
4
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IF DESIRED THE 3/8" BOLT SHOWN IN THE WIND BRACING CONNECTION
THAT SECURES THE 2 X 2 X 0:90 MEMBER TO THE U-BRACKET AND THE U-
BRACKET TO THE ROOF BEAM CAN BE REPLACED WITH FOUR (4) $14 SMS. THE
#14 SMS. MUST BE 1!2" FROM THE END OF THE U-BRACKET AND AT LEAST 314' A
(STAGGERED) FROM EACH OTHER.
I
1/4" THROUGH BOLT
--- U-BRACKET
(CHANNEL)
# 14 SMS TWO ON
EACH SIDE OF
BRACE
ROOF BEAM
1/8" OD
# 14 SMS TWO ON
EACH SIDE OF
BRACE
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(U-BRACKET CHANNEL
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INSIDE VIEW WITH 4 # 14 SMS
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INTO BEAM OR PERLIN)
ALTERNATE �
cowlEcrzoN of
CHANNEL (4)
EACH #14 SMS
TNRU CHANNEL
BEAM OR PERLIN
WEB T1{EtU BEAU
WEBINTO BACKING
SECTION
PLATE
(U-BRACKET CHANNEL)
'
1/4" THROUGH BOLT
PURLIN OR EAVE RAIL
3 SCREEN ROCS; DIAGONAL WIND BRACE
"Z"°CUTTER INSERT. IN SUPER GUTTER
TO HOUSE CONNECTION
10' LONG (0.125 THICK) EXTRUDED "Z' BAR
GUTTER INSERT, TYP. CENTERED ON EACH RCO
BEAM, WITH (4) FOUR # 14 TEKS THRU TOP LIP OF
GCITER
5' STRUCTURAL GUTTER
(CONY. ) �
'Z' GUTTER INSERT
6" SUPER GUTTER °
GUTTER ELE3VATtON.
TYP. 2X? SCREEN ROOF BEAST (MAY HE
FLAT OR SLOPED)
11
- 1/4" X 2 1/4' LACS IN EACH 10' INCH INSERT
AND AT 24' 0. C. (bLA.i. SPACING) IN THE REST OF
THE GUTTER (PILOT DaJLL FASCIA W/5/32' BIT TO
AVOID SPLITTING)
1X2-SL'REEN FRAME (TYP.)
2'X3" X 0. 125' (CL? 2' LONG) WITH 3-INCH LEG
AGAINST IX2 CLIP, SHALL HAVE FOUR (4) # 14
INTO SIDE OF ROOF E♦EAM AND TWO (2) #14 X 2'
LONG TERS (PER JINGLE CLIP) TRHU GUTTER AND
INTO GUTTER INSERT(TYP. ONE ANGLE CLIP ON
EACH SIDE OF E.A01 BEAM
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SHEET NUMBER
40F6
2'1(3'X 3/16' BY 2" LONG ANGLE EACH
SIDE
3 EACH #14 S.M.S. EACH SIDE(3/4"
0. C. MIN.
3/8" DIA CONCRETE ANCHOR
W/2" EMBEDMENT (MIN.)
2' X 7' SMB COLUMN (SHOWN)
(COLUMN SIZED PER TABLE)
2'X3" X 3/16" BY 3' LONG (MIN.) EACH
SIDE
4 EACH #14 S. M. S EACH SIDE
- 1/4' TOP CON IV/2 1/2" EMBEDMENT
INTO CONCRETE
NROTMATION FOR LOAD CONDITIC
LOAD CONDITION 3 - CONNECTION UPLIFT CAPACITY = 2,400#
CONNECTION SHM CAPACITY = 2,400#
2' X 2"/ 2' X 3" OR
4- # 10 S.M.S. FROM INSIDE FACE OF 3" X 2" HOLLOW HORIZONTAL
POST INTO SCREW SPLINES OF HOLLOW (GIRT).
GIRT ( 1' EMBEDMENT MINIMUM.) -1
2' x 3" PURLIN MAY BE
SLOPING OR HORIZONTAL
COLUMN (PER TABLE)
SELF MATING POST OR
HOLLOW POST.
OVERLAP BEAM WITH
2- #12 S. M. S ON EACH SIDE
2 EACH #10 S. M. S X 4'
LONG THRU EAVE RAIL 2X2
E\'TO SLOPING PURLIN
SCREW SPLINES
END WALL PERLIN CONNECTION DETAIL
ALUM. POST
ne BAR 0 12"
?? 0
a 1'-4" X 1'-4" X 2' 0" IN DEPTH
CONCRETE FOOTER
#5 BAR X 18" LONG EACH WAY TRHU
4 os
3 ISOLATED FOOTING DETAIL
Scale: 3 4" = 1'-O"
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#12 X 3/4' SMS
@24' O/C. TOP
& BOTTOM
DEL., ALUM. BEAM
M x3/4" SMS @24"
O/C. TOP AND
BOTTOM STAGGERED.
2- 3/8r"THROUGH BOLTS
W/1/2" WASHERS.
A'LUni. POST
(4-)--PBL., BEAM, FASTENING
ROOF BEAM
ROOF BEAM —� 2"X 3" PERLIN WITH 1 #14 INTO
BEAM @ 16"
PERLIN \ I °
0 2" X 3" ANd
0 0 ON EACH 0111E
0 0 2" X 3" ANGLE OF BEAM Vtl'1'R hl
—�------ON EACH SIDE 3414 S.M.S..
OF BEAM WITH INTO EACH
FRONT VIEW 3414 S.M.S. �✓W BEAM.
INTO EACH
BEAM.
SIDE VIEW
5 BEAM ATTACHMENT TO FRONT WALL
2" X 3" PURLIN (MAXIMUM /-- BEAM STITCH SCREW @ 24" O.C.
PURLIN SPACING 7'-0' ) � / TOP AND BOTTOM (#12 SMS TYPICAL)
SCREEN ROOF BEAMS -• SIZE tii-+
PER TABLE / MAXIMUM
SPACING 8' - 0" 0. C. 4 EACH #10 X 2" LONG S.M.S.
(TYPICAL) INTO SCREW BOSSES.
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ROOF/SECTION OF CONCEALED FASTENER CONNECTION
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