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STRUCTURE CRITERIA
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DESIGN:
*THIS OVERALL DESIGN COMPLIES WITH THE GUIDELINES DEFINED IN CHAPTERS 16 AND 20 OF THE 2017 FLORIDA BUILDING CODE
6TH EDITION, BUILDING AND ALL OTHER APPLICABLE STANDARDS
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WIND CRITERIA:
W
W F
*VELOCITY: 150 MPH (3 SECOND GUST), EXPOSURE 'C', RISK CATEGORY I.
FOR VELOCITY >100 MILES PER HOUR, IMPORTANCE FACTOR SHALL = 0.77.
" a
SCREEN DESIGN:
*18 X 14 SCREEN WALLS: WW PRESSURE @ 19.6 PSF, LW PRESSURE ® 15.6 PSF, ROOF @ 5.4 PSF
DESIGN PRESSURE ON BUILDING ENVELOPE ELEMENTS:
*PER THE ALLOWABLE STRESS DESIGN FOUND ON TABLE 2002.4 AND 2002.4A OF THE FLORIDA BUILDING CODE.
*THE AVERAGE SPACING BETWEEN BEAMS IS SHOWN IN THE DRAWING. THE ACTUAL SPACING BETWEEN ANY TWO BEAMS MUST
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BE THE AVERAGE SPACING, +/_ 2", AND THE CENTER TO CENTER MUST NEVER BE GREATER THAN 8'-0".
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*EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED BY PRODUCTS
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WHICH MEET THE REQUIREMENTS OF SSTD 12.
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ED W
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SCREEN ENCLOSURE ROOF TYPE
*COMBINATION OF MANSARD ROOF ENCLOSURE WITH 3'0" RISE MAX. AND A FLAT SCREEN ROOF, STRUCTURE IS CONNECTED TO EXISTING
SINGLE STORY C.B.S. HOME WITH WOOD FASCIA. (SEE CONNECTION DETAIL 4 ON PAGE 3).
*THIS ENCLOSURE WILL BE CONSTRUCTED ON AN EXISTING 4" MONOLITIC CONCRETE POOL PATIO, THIS FOUNDATION
ACCEPTABLE FOR THIS ENCLOSURE.
*ALL HOLD DOWN FASTENERS MUST BE NO MORE THAN 12" ON CENTER W/2-1/4" MIN. EMBEDMENT INTO CONCRETE.
ALUMINUM NOTES:
MATERIALS SHALL CONFORM TO THE F.B.C., CHANGES SHALL BE DESIGNATED BY THE ENGINEER
OF RECORD:
1:
ALL EXTRUSIONS: ALUMINUM ALLOY #6005-T5 OR 6061-T6, (NOTE: SPLICE PLATE MATERIAL MAY BE EXTRUDED FROM ALUMINUM
ALLOY 6061-T6, IF THIS ALLOY IS MORE READILY AVAILABLE).
2:
FASTENERS: ALUMINUM ALLOY # 2024-T4 & #7075-T6 DOUBLE CAD -PLATED STEEL, HOT DIPPED GALVANIZED STEEL OR
300-SERIES STAINLESS STEEL
3:
MATERIAL UPGRADES (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.
5:
NON STRUCTURAL ALUMINUM SHALL HAVE A MINIMUM THICKNESS NO LESS THAN
0.032" (KICKPLATES ETC.)
6:
ALUMINUM IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PROTECTED WITH
ALKALI RESISTANT COATING.
7:
ALUMINUM IN CONTACT WITH WOOD SHALL BE PAINTED WITH TWO COATS OF HEAVY
COPY
BODIED BITUMINOUS PAINT.
FILE
8:
SELF MATING BEAMS (SMB) UP TO 8" TO BE FASTENED WITH BEAM STITCH SCREWS @ 16" O/C
BOTH SIDES. (#12 SMS), FOR 9" & 10" SELF MATING BEAMS (SMB) TO BE FASTENED WITH BEAM
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STITCH SCREWS @ 12" 0/C.
MVIEWED FOR
CODE COMPLIANCE
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SHEET LAMER
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ELEVATION A. 3
SCREEN WALL FILL IN
ELEVATIONLB._ 3
FRONT WALL
MEMBER
SCHEDULE
MARK
SIZE
MAT.
THICKNESS
DESIGN
W.
F.
BI
2'X 9'
ALUX
0.082
0.306
PER ENG.
B2
2'X 8'
ALUM.
0.072
0.224
PER ENG.
P1
2'X 7'
ALUM.
0.055
0.120
PER ENG.
P2
2'X 3'
ALUM.
0.050
0.050
PER ENG.
P3
2'X 6'
ALUM.
0.050
0.116
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
PER. ENG.
X/B
3'X 2'
ALUM.
0.070
0.070
PER. ENG.
W/B
2'X 2'
ALUM.
0.090
0.090
IPER. ENG.
B=BEAM
P=POST/PURLIN
CR=CHAIR RAIL
DJ=DOOR JAMB
K/B=KAY-BRACE
W/B=WIND BRACE
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ELEVATION Ac
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REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
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MITER SPLICES SHORN FOR MANSARD SPLIGIS, IDENTIM
SPECIPICATIO\'S\ FOR GABLE ANTI/OR STRAIGHT BEAM SPLICES
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SLPICE PLATE ALLOY:
606IT6 OR 505202
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-*W-INTERNAL SPLICE PLATE
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SCREW POSITIONS NEAR MITER
aOF SCREW POSITIONS NEAR NITER JOINT MAY BE ADJUSTED
TO ACCOMODATE PURLIN, SPACE BETWEEN FASTENERS
ALONG MITER JOINT MAY I I/2' TO 2'. OBTAIN
MAXIMNA AND MINIM DISTANCES BETWEEN SCEWS.
EDGE DISTANCE FOR SCREWS: 3/4'
11INI6RM SCREW SPACING: 5/S'
SPLICE SPECIFICATIONS PER TABLE 109 BELOW
(F.LUAL CL11VA11UN 14UM ISC,AM M11C1( JYLiLXl
(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 SLPICE DETAILS
TABLE 109
BEAM
SPLICE PLATE
DI
NT ONS
#14 SMS
PER SIDE
PER END
TOTAL
#14 SMS
PER SPLICE
FASTENER SPACES
rHICKNESS
LENGTH
HEIGTH
NUMBER OF SPACES
HORIZONTAL
VERTICAL
2X6XO.050XO.120 SMB
3/16'
16'
5 1/4'
14
56
3
3
2X7XO.055XO.120 SMB
3/16'
16'
6 1/4'
14
56
3
3
2X8XO.072XO.224 SMB
3/16-
18-
7 1/4'
16
64
4
3
2X9X0. 082XO. 306 SMB
3/16
18
8 1 4
18
72
4
4
2X10XO.092XO.389 SMB
1/4'
20'
9'
22
88
4
6
IF DESIRED THE 3M' BOLT SHOWN IN THE WIND BRACING CONNECTION
THAT SECURES THE 2 X 2X 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 10 FROM THE END OF THE U43RACKET AND AT LEAST 314E APART
(STAGGERED) FROM EACH OTHER
1/4' THROUGH BOLT (U-BRACKET CHANNEL
INSIDE VIEW WITH 4#141
U-BRACKET INTO BEAM OR PERLIN)
ALTERNATE
(CHANNEL) 00%;ECTIG.N UP
CHANNEL (4)
EACH #14 SO
# 14 SMS TWO ON R� oaP TEND THEO REAM
EACH SIDE OF WFEINTO BACKIN
BRACE SECTION PLATE
(UARACKET CHANNEL)
ROOF BEAM
1/8' OD FENDER
WASHE
# 14 SMS TWO ON
EACH SIDE OF
BRACE
1/4' THROUGH BOLT
PURLIN OR EAVE RAIL
3 SCREEN ROOF DIAGONAL WIND BRACE
;MS
0
POST/CM.m
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PARTIAL ELEVATION UPPER K-BRACE AT RAVE RAIL
SCREEN SIDE Du
K-BRACE SCREEN SIDE GUSSET PLATE SPECIFICATIONS:
I) ALLOY 6063T6 OR 6061T5 OR 5052H32
2) MINIII06 THICKNESS .090E ON THE OUT SIDE PLAT BA
AM .0625 ON THE INSIDE 1'X3' 14 SMS PLATE GIRT as awm RUL
3)SIZEMIN SUFFICIENT TO D EDGE ATEDISTANCE
ANC SMS AT
A MINIMUM SPACIAL CRO EDGE DISTANCE 1/2'
HORIZONTAL MEEBMBER RSS(INSSIDEEAAND OUTCAL AND
SIDE)
POST/CGLUMN
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PARTIAL ELEVATION/LOWER K-BRACE AT SOLE PLATE
SCREEN SIDE
I' a 3' n 09376 ANGLE INTERIOR
ANGLE( LENGTH EQUAL TO DEPTH
OF SCREEN SIDE PLATEL
SECTION / K-BRACE CONNECTION (INSIDE)
= GUTTER INSERT IN SUPER GUTTER
TO HOUSE CONNECTION
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10' LONG (0. L25 THICK ) EXTRUDED 'Z' BAR 4- 1/4" X 2 1/4' LAGS IN EACH 10' INCH INSERT
GUTTER INSERT, TYP. CENTERED ON EACH ROOF AD AT 24' O.C. (MAX. SPACING) IN THE REST OF
BEAM, WITH (4) FOUR # 14 TENS TABU TOP LIP W THE GOTTEN (PILOT DRILL FASCIA W/5/32' BIT TO
GUTTER AVOID SPLITTING)
5' STRUCTURAL GUTTER in
(CUNT.)
1X2 SCREEN FRAME (TYP.)
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'Z' GUTTER INSERT
5" SUPER GUTTER 2'X3" X 0. 125' (CUT 2' LONG) WITH 3-INCH AEG
AGAINST LIZ CLIP, SHALL NAVE FOUR (4) p 14
GVITER ELEYATIO,N INTO SIDE OF RODF BEAM AND TWO (2) #14 X 2'
Lp\C TFFS (PER ANGLC CLIP) TRIED GUTTER AND
T(P. 2X7 SGRFEN ROOF BEAV OIAY BE INTO GUTTER INSERT (IMP. ONE ANGLE CLIP ON
FIAT OR SLOPED) OCH SIDE OF EACH BFAM
4 TOP VIEW PLAN
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
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2'X3'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" SNB 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 W/2 1/2" EMBEDMENT
INTO CONCRETE
UN/CULIAVA11U1N 1'UK LUAU UU1N11111Um .5 1
LOAD CONDITION 3 - CONNECTION UPLIFT CAPACITY = 2,400# \\
CONNECTION SHEAR CAPACITY
4- # 10 S.M.S. FROM INSIDE FACE OF
POST INTO SCREW SPLINES OF HOLLOW
GIRT ( 1" EMBEDMENT MINIMUM.)
2" x 3" PURLIN MAY BE
SLOPING OR HORIZONTAL
COLUMN (PER TABLE)
2' X 2'/ 2' X 3' OR
3' X 2' HOLLOW HORIZONTAL
(GIRT).
SELF MATING POST OR
HOLLOW POST.
3' X 2'X .126' ANGLE PLATE WITH
3- #12 S.ML S ON EACH SIDE
2 EACH #10 S.M.S X 4"
LONG THRU EAVE RAIL 2X2
INTO SLOPING PURLIN
SCREW SPLINES
END WALL PERLIN CONNECTION DETAIL
- - - 1'X 2' OB Q PERIMETER
FASTEN PER NOTE # 1.
O (GIRT2' HOLLOW HORIZONTAL
General Notes
1. Note 1: USE-1/4" X 3" LONG LAGS INTO
WOOD HOST AND 1/4" k 2 1/4" LONG
f_S CONCRETE SCREWS INTO CONCRETE OR
F MASONRY CONSTRUCTION (1" EMBEDMENT
h 1 TYPICAL) /SPACING 24" O.C. AND WITHIN
c 6" OF EACH PERPENDICULAR MEMBER
1
� - S.M. S FROM INSIDE FACE OF I' a
OF 1" X 2' OB INTO SCREW SPLINES '
OF HOLLOW GIRT (1' EMBEDMENT
MINIMUM.) '
0 PARTIAL ELEVATIONS/2" X 2". 2"X 3" OR 3"X 2"
GIRT TO 1" X 2" CONNECTIONS W/ CONCEALED FASTENERS
SIZE BEAM PER TABLE
1' X 3')ANGLE COVER PLATE
r--
" 10
1
1 1' X 2-,OPEN BACK FASTENED
LAP BEAM WEBS OVER TO 2' X'2' P. WITH #14 S.M.S.
COLUMN AND FASTEN WITH ® 24" 0. C. (TYPICAL )
5- #14 S.M. S. AS SHOWN (PATTERN
CAN BE HORIZONTAL OR VERTICAL).
a
i�COLUMN (PER TABLE)
EAVE CONNECTION DETAIL
(T_YPICAL EAVE CONNECTION) 5
i
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
PER TABLE / MAXIMUM
SPACING 8' - 0" 0. C. 7JT4. EACH #10 X 2' LONG S. M. S.
(TYPICAL) INTO SCREW BOSSES.
6
ROOF/SECTION OF CONCEALED FASTENER CONNECTION
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REVIEWED FOR
CODE COMPLIANCE
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SHEET NUMBER
4OF5