HomeMy WebLinkAboutBuilding PlansSTRUCTURE._CRITERIA
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
WIND CRITERIA:
*VELOCITY: 150 MPH (3 SECOND GUST), EXPOSURE 'C', RISK CATEGORY I.
FOR VELOCITY >100 MILES PER HOUR, IMPORTANCE FACTOR SHALL = 0.77.
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
BE THE AVERAGE SPACING, +/_ 2", AND THE CENTER TO CENTER MUST NEVER BE GREATER THAN 8'-0".
*EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED BY PRODUCTS
WHICH MEET THE REQUIREMENTS OF SSTD 12.
SCREEN ENCLOSURE ROOF TYPE
*MANSARD ROOF ENCLOSURE WITH 3'0" RISE MAX. STRUCTURE IS CONNECTED TO EXISTING
SINGLE STORY C.B.S. HOME WITH WOOD FASCIA. (SEE CONNECTION DETAIL 4 ON PAGE 3).
CONCRETE;
*THIS ENCLOSURE WILL BE CONSTRUCTED ON AN EXISTING CONCRETE PATIO, THIS FOUNDATION IS;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 ALUMT111.AM
ALLOY 6061-T6, IF THIS ALLOY IS MORE READILY AVAILABLE).
2: FASTENERS: ALUMINUM ALLOY. # 2024-T4 & #7075-T6 DOUBLE CAD -PLATED STEEL, HOT DIPPED;GALVANIZIED 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
BODIED BITUMINOUS PAINT.
8: SELF MATING BEAMS (SMB) UP TO 8" TO BE FASTENED WITH BEAM STITCH SCREWS @ 16" 0/C.
BOTH SIDES. (#12 SMS), FOR 9" & 10"' SELF MATING BEAMS (SMB) TO BE FASTENED WITH BEAM
STITCH SCREWS @ 12" 0/C.
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B=BEAM
P=POST/PURLIN
CR=CHAIR RAIL
DJ=DOOR JAMB
K/B=KAY-BRACE
W/B=WIND BRACE
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PLAN VIEW
ELEVATION A. 02
SIDE WALL
7'-10"
ELEVATION B. 3
FRONT WALL
DOUBLE 2" X 8" CARRIER
BEAM, SEE CONNECTION
DETAIL 5 ON PAGE 4
25'-2"
41'-0"
MEMBER SCHEDULE
MARK
SIZE
MAT.
THICKNESS
DESIGN
W.
F.
B1
2% 8"
ALUM.
0.072
0.224
PER ENG.
P1
4"X 4'
ALUM.
0.125
0. 125
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
1 0.046
PER. ENG.
W/B
2"X 2"
ALUM.
0.090
0.090
PER. ENG.
K/B
3% 2"
ALUM.
0.070
0,070
PER, ENG.
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SHEET NUMER
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SLPICE PLATE ALLOY:
MIhil SPLICES SHOWN FOR MANSARD SPLICES, IDENTICAL 6061T6 OR 5052H32
S?1%-IFICATIONS FOR GABLE AND/OR STRAIGHT RBAM SPLICES
•' o' 0 0
c •'� 00 0 o 0';
`0 0 0 0 1-0�,INT$RNAL SPLICE PLATE
o 0 0
p , r
SCREW POSITIONS NEAR MITER
1I2e�,'ce QER ���� 4oy
� y0I0 OF TSCREW
ACCWODATE FURLIN,MITE SPACEJOINT BETWEENYPAST� BE ERSTED
ALONG MITER JOINT MAY 1 1/2- TO 2", MANfAIN
MAXIMUM AND MINIMUM DISTANCES BETWEEMF Sam.
EDGE DISTANCE FOR SCREWS: 3/4'
MINIMUM SCREW SPACING: 5/8'
SPLICE SPECIFICATIONS PER TABLE 109 BELOW
TYPICAL ELEVATION FOR BEAM MITER SPLICE 1
(DETAIL MAY BE ROTATED FOR GABLE RIDGE SPLICE, AND MAY
ALSO SERVE AS SPECIFICATIONS FOR A STRAIGHT SPLICE, MANTAIN
PLATE AND CONNECTOR SPECIFICATIONS IN TABLE 109 FOR ALL)
l
BEAM SLPICE DETAILS SPLICE PLAT'; DI.- NTIO
TABLI? 109
BEAM
S
#14 SMS
PER SIDE
PER END
TOTAL
#14 SMS
PER SPLICE
FASTENER SI?AGI's5
HICKNESS
LENGTH
HEIGTH
NUMBER 0
SPACES
HORIZONTAL
VERTICAL
2X6X0.00X0. 120 SMB
3/16"
sl6"
5 1/4"
14
56
3
3
2X7X0.05$X0.120 SMB
3/16"
6 1/4"
14
56
3
3
2X8X0.07:2X0.224 SMB
3/16"
,7.$"
7 1/4"
16
1. 64
4
3
2X9X0.082.X0.306 SMB '
3/16"
>IB'
8 1/4'
18
72
2X10X0.092X0.389 SMB
1/4"
2,0",
9"
22
88
4
6
IF DESIRED THE 3/8" BOLT SMBC>VVN IN THE WIND BRACING COI%WECTION .
THAT SECURES THE 2 X 2 X O.S)OMEMBER TO THE U BRACKET AND THE 0-
BRACKET TO THE ROOF BEAM CAN BE REPLACED WITH FOUR (4) $14 SMS. THE
#14 SMS. MUST BE 112" FROM THE END OF THE U-BRACKET AND AT LAST 3/4' p
(STAGGERED) FROM EACH OTl•MER.
I
1/4" THROUGH ]30LT
�-- U-8�4CKET
� (CHANNEL)
# 14 SMS TWO ON
EACH SIDE OF
BRACE
ROOF BEAM
1/8" OD
# 14 SMS TWO ON
EACH SIDE OF
BRACE
0
J�IINSIDE
-BRACKET CHANNEL
VIEW WITH 4 # 14 SriB`.
Tb BEAM OR PERLIN)
ALTERNATE CONNECTION OF
CHANNEL (4)
CtI 414 SMS
KRU CHANNEL
BEAM OR PERL N B TIBIU BEAR
WEBINTO BA(1;10s
PLATE
(U-BRACES K�ET�C�FIANNBLl I�
1/4" THROUGH BOLT--�---`��
PURLIN OR EAVE RAIL
03. S!CRMN DIAGONAL BIND` ORAC
� �114 ]CIS (TYPICAL)
PosT/c6u1M1Rv
[AG(WAL K-BRACE
PARTIAL ELEVATION UPPER K—BRACE AT EAVE RAIL
SCREEN SIDE
K-BRACE SCREEN SIDE GUSSET PLATL' SPECIFICATIONS:
1) ALLOY 6063T6 OR 606116 OR 505202
2 MINT.MUN TFIICIWESS .090" ON TIIE OUT SIDE FLAT BAR
AND, 0625 ON THE ANSIDE 112",gNNCLE PLATF,
3)SIZE'SUFFICIEN°f TO ACCOMODATE kld SMS AT
A MINIMUM SPACING AND EDGE DISTANCE 1%2"
4)EpUAL NUMBER OF SCREWS INTO VERTICAL AND
HORIZONTAL MEMBERS (INSIDE AND'OLfTSIDE)
POST/COLUMN
Cc
ARTIAL ELEVA ION OWER �C—BRACE AT SOLE PLATE
SCREEN SIDE
CONNECTION (INSIDE)
I' x 3' x.09375 ANGLE INTERIOR
ANGLE( LENGTH EQUAL TO GElifl
OF SCREEN SIDE PLATE). 2
i
SSCTIOPI / K-BRACE
NSIDE
"Z" GUTTER INSERT,IN SUPER GUTiCER
TO DOUSE CONNEC°iIMON,
10' LONG (0.125 THICK) EXTRUDED 'Z' 1u1F.
GUTTER INSIiRT, TYP. CENTERED ON EACH ROOF
BEAM, WITH (4) POUR # 14 TEKS THRll TOP LIP OF
GUTTER
5' STRUCTURAL GUTTER
COUNT.)
a ;
GUTTER INSERT
b" SUPER GUTTER
GUTTER ELEVATION
TYP. 2X? SCREEN ROOF BEAU (MAY -BE
FLAT OR SLOPED:c
4- 1/4" X 2 1/4' LAGS IN EACH 10' INCH INSERT
AND AT 24' O.C. (MA):. SPACING) IN THE REST OF
THE GUTTER (PILO]' DF:ILL FASCIA W/5/32' BIT TO
AVOID SPLITTING)
1X2 SCRIck;N FRAME (TYP. )
2'X3" X 0,125' �'(,T 2' LONG) WITH 3-INCH LEG
AGAINST 1X2 CLT}', TALL NAYS FOUR (4) # 14
INTO SIDE OF RObF # ANDTW,9 (2) #14 X 2'
LONG TEKS (PER e1t�.k' CLIP) TR3U GUTTER AND
INTO CUTTER INS`E:HI:- .ONE ANGLE CLIP ON
EACH SIDE OF EACH i`•3A11
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" 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 W/2 1/2" EMBEDMENT
INTO CONCRETE
M F0UMDATION FOR LOAD CONDITION 3
LOAD CONDITION 3 - CONNECTION UPLIFT CAPACITY = 2,400#
CONNECTION SHEAR CAPACITY = 2,400#
2" X 2"/ 2" X 3" OR
4POST1INTO SCREWFROM
SPLINESINSIDE
OFFACE
HOLLOW HORIZONTAL
HOLLOW (GIRT).
GIRT ( 1" EMBEDMENT MINIMUM.) -
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
INTO SLOPING PURLIN
SCREW SPLINES
END WALL PERLIN CONNECTION DETAIL
2- 3/8" TOPCONS W/2 1/2" MIN.
EMBEDMENT INTO CONCRETE
.25"INTERNAL
SLEEVE
4" X4" ALUM. POST
2- 3/8" THROUGH BOLTS
W/1/2" WASHERS
G)--Rc!�ale-:3
4"X 4" POST-SECTI
= 1 -
ROC1Q QCAee
PERLIN
FRONT VIEW
#12 X 3/4" SMS
@24, 0/C. TOP
& BOTTOM
- DBL., ALUM. BEAM
P14 x3/4' SAIS @24"
O/C. TOP AND
BOTTOM STAGGERED.
4" X 16' X 1/8"
ALUM.STRAP
EACH SIDE.
ALUM. POST
-�--2- 3/8" THROUGH BOLTS
.---a
%1/2" WASHERS.
DBL.,
BEAM FASTENIN'-
2"X 3" PERLIN WITH 1 #14 INTO
BEAM @ 16"
3" ANGLE
EACH SIDE
BEAM WITH
3414 S.M.S..
INTO EACH
BEAM.
0-BEAN- LTTACHMENT T(j FRONT WALL
2" X 3" PURLIN (MAXIMUM
PURLIN SPACING T'-0" )
SCREEN ROOF BEAMS - SIZE
PER TABLE / MAXIMUM
SPACING 8' - 0" 0. C.
ROOM BEAM
2" X 3" ANGI;
ON EAQF avl
OF BEAM 0)oik
3-#14 $.M -t
INTO EACH
BEAM.
'SIDE VIEW
BEAM STITCH SCREW M 24" O.C..
TOP AND BOTTOM (#12 SMS TYPICAL)
4 EACH #10 X 2" LONG S.. M. S.
(TYPICAL) INTO SCREW.BOSSES.
7
!,00F/SECTT0N� OF CONCEALED FASTENER COMNECTION