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STRUCTURE CRITERIA � �;;.r,�:=s-r � W 3
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DESIGN: :'?_s w z$'
`THIS OVERALL DESIGN COMPLIES WITH THE GUIDELINES DEFINED IN CHAPTERS 16 AND 20 OF THE 2020.FLORIDA BUILDING CODE rn
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7TH EDITION,BUILDING AND ALL OTHER APPLICABLE STANDARDS �' W ul u-LL
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WIND CRITERIA: .4 " c w
`VELOCITY:150 MPH(3 SECOND GUST),EXPOSURE'C',RISK CATEGORY I. N U
FOR VELOCITY>100 MILES PER HOUR,IMPORTANCE FACTOR SHALL=0.77.
0.
SCREEN DESIGN: 0 N
`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 N z
BE THE AVERAGE SPACING,+/ 2",AND THE CENTER TO CENTER MUST NEVER BE GREATER THAN 8'4'. o Mill
'
z'EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED BY PRODUCTS WHICH MEET THE REQUIREMENTS OF SSTD 12. I-
SCREEN ENCLOSURE ROOF TYPE �. $
'COMBINATION OF HALF MANSARD AND 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 4).
CONCRETE; W
THIS ENCLOSURE WILL BE CONSTRUCTED ON A NEW BRICK PATIO WITH AN 8"X 8"FOOTER AROUND PERIMETER WITH 1#5 BAR CONTINUOUS. V
THIS FOUNDATION IS ACCEPTABLE FOR THIS ENCLOSURE. Z Z
'ALL HOLD DOWN FASTENERS MUST BE NO MORE THAN 12"ON CENTER W/2-1/4"MIN.EMBEDMENT INTO CONCRETE. O Q = zLL
ALUMINUM NOTES: W a V V w o S 9 z
W I ZAOW
MATERIALS SHALL CONFORM TO THE F.B.C.,CHANGES SHALL BE DESIGNATED BY THE ENGINEER 41 0 (� m V Z IE_j a tr
OF RECORD: > W fn� LU w ai
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1:ALL EXTRUSIONS:ALUMINUM ALLOY#6005-T5 OR 6061-T6,(NOTE:SPLICE PLATE MATERIAL MAY BE EXTRUDED FROM ALUMINUM W o Q V4 d O z
ALLOY 6061-T6,IF THIS ALLOY IS MORE READILY AVAILABLE). � LL Q N a
2:FASTENERS:ALUMINUM ALLOY#2024-T4ᮣ-T6 DOUBLE CAD-PLATED STEEL,HOT DIPPED GALVANIZED STEEL OR
306-SERIES STAINLESS STEEL w
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 cl)
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ALKALI RESISTANT COATING. 00
7:ALUMINUM IN CONTACT WITH WOOD SHALL BE PAINTED WITH TWO COATS OF HEAVY G
BODIED BITUMINOUS.PAINT. W 6
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 z w
STITCH SCREWS @ 12"O/C. a
SHEET NUMBER
1 OF 6
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5'-11 va C.B.S. HOUSE HOST STRUCTURE ® - o r000 z 0
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8"X 8"CONCRETE a
FOOTER ALONG a ui 2-a "
PERIMETER WITH 1-#5
BAR CONTINUOUS W
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VER ADDITION
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24'-9 3/8" 24'-9 1/2" Z 05 d
49'-10" ISOLATED LL a w
FOOTING SEE Z
CONNECTION 3 O
PLAN VIEW ON PAGE 5 nz
1 Scale:3/16"=T-0"
3000 PSI zn
CONCRETE SPECIFICATION NOTES AND DESIGN PARAMETERS CONCRETE °Z
FILLER----_ co g
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1)-6"X 6"10/10 WWM OR FIBERMESH ADDED CONCRETE. ng w
1-#5 BAR
2)-TERMITE TREATED SOIL WHEN NEXT TO LIVING SPACE. e CONTINUOUS
3)-FOOTER SHALL BE 8"X 8"FOR PERIMETERS FOOTER ELEVATION
SHEET NUMBER
WITH ONE(1)#5 REBAR CONTINUOUS 2 2 OF 6
72 B=BEAM MEMBER SC JEQU E
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Pz I P=POST/PURLIN MARK SIZE I MAT. THICKNESS DESIGN
CR=CHAIR RAIL W. F. LU ~
C.B.S. HOUSE HOST STRUCTURE DJ=DOOR JAMB B, 2"X7" ALUM. 0.065 o.,zo PER ENG. ? cwi 0
P4 P4 K/B=KAY-BRACE B2 2"X 8" ALUM. 0.072 0.224 PER ENG. co W U 0
r W/B=WIND BRACE P1 6"X8" ALUM. 0.25 0.25 PER ENG. J Z 01
i P2 2 X 3 ALUM. 0.050 0.050 PER ENG. V y
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P2 P2 2 sr P3 2"X 7" ALUM. 0.055 0.120 PER ENG. LU I.UL-j
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P4 1'7(2" ALUM. 0.048 0.048 PER ENO. Z J Q
CR 3"X 2" ALUM. 0.060 0.060 PER ENG, W W.0
P2 P2 P2 'I I PS/DJ %( " ALUM. 0.048 0.046 PER.ENG. U
P4 P4
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W/B 2"X 2" ALUM. 0.060 0.050 PER.ENG. W p J
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49-_2" J OLu W V
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O' DOUBLE 2"X 9"CARRIER W () (�• � d LL N
PLAN VIEW BEAM,SEE CONNECTION > 2 C7
1 ROOF PLAN VIEW DETAIL 4 ON PAGE 5 W a ^� y w z O
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P4 P4 P4 P4 D.
7'-7" 4'-10" T-5" T-5" T-101/8" 49'-2" w
35'-1"
ELEVATION B.
2 ELEVATION A. 3 FRONT WALL
SHEET NUMBER
SIDE WALL 3 OF 6
X
SLP
CE PLATE
MITER BPUCEBSHOWN GABLE
MANSARD BPUCEB,EAMSPU
6001TO OR 50'J2H32 ALLOY: 9L�
SPECIFICATIONS FOR OABlEAN00R 8TMIOHT BEAM BPUCEB O p o�4i PLATE�LSPLICE 0-P o it...9.. ...3..oL
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'�• ��os SCREW POSITIONS NEAR MITE
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Ofp� SCREW POSITIONS NEAR MITER JOINT MAY BE ADJUSTED OQ
�NGM TO ACCOMODATE PURLIN,SPACE BETWEEN FASTENERS C)N a.
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:518"
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SPLICE SPECIFICATIONS PER TABLE 109 BELOW \ _
TYPICAL ELEVATION FOR BEAM MITER SPLICE
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(DETAIL MAY BE ROTATED FOR GABLE RIDGE SPLICE,AND MAY
ALSO SERVE AS SPECIFICATIONS FOR A STRAIGHT SPLICE,MANTAIN t�
PLATE AND CONNECTOR SPECIFICATIONS IN TABLE 109 FORALL) Q a O w i
BEAM SLPICE DETAILLATEDimEmin N14 SMS TOTAL FASTENER SPACES �.•R
TABLE 109 PER SIDE#14 SMS NUMBER OF SPACES
BEAM THICKNB LENGT HEIGTH PER END PER SPLIC EHORIZONTALVERTICA.
2X6X0.050X0.120 SMS 3/16" 16" 51/4" 14 56 3 3
2X7 0.05 0.12 3/18" 18" 8 1/4" 14 58 3 3 Lu
2X8XO.072XO.224 SM 3/18" 18" 7 1/4" 16 4 3 5
2X9XO.082XO.306 SM 3/16" 18" 81/4" 1S 72 4 4 Z
2X10X0.092X0.389 SM 114" 20" 9" 22 88 4 8 0 Q = d Z
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IF DESIRED THE 318'BOLT SHOWN IN THE WIND BRACING CONNECTION a o U W ONn�
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THAT SECURES THE 2 X 2 11 1.80 MEMBER TO THE U-BRACKET AND THE U-
IN14sMSTMUSTXBEIWFROMTHEEE ND OF THEUBRACKET FOUR
ANDATILEAST3/4'IAPART "Z"GUTTER INSERT IN SUPER GUTTER W Q w z o A o Z
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(BTAOOERED)FROM EACH OTHER. TO HOUSE CONNECTION V p im co, Z -j 04 W
PURLI 10"LONG(0.125 THICK)EXTRUDED R"BAR 4.1/4'X21N'LAOS IN EACH IG'INCH INSERT Lu W /A LU J LU(/)
NG ® AND AT 24"D.C.MAX.SPACING)IN THE REST ® co
GUTTER INSERT,TYP.CENTERED ON EACH Tn Z O
ROOFBEAM,WITH(4)FOUR#14 TEKS THRU OFTHE GUTTER(PILOT DRILL FASCIAW/5MY O J .ii'2Oz
(UBRACKET CHANNEL TOP UP OF GUTTER BIT TO AVOID SPLITTING) O =LL
1/4"THROUGH INSIDE VIEWWRH 4#14 EMS /6qIco 1q.
BOLT B INTO BEAMORPERUN) S'STRUCTURAL Z Q N a J
8 GUTTER(CONT.)
U•BRACKET H ALTERNATE I.L.
(CHANNEL) N CONNEOF CTION
�P)CREEN FRAME - Z W
#14 SMS TWO (4)EACH 014 "Z"GUTTER Q
SMSTHRU INSERT '
ON EACH SIDE °` CHANNELWEB El S'SUPER
34NCH LEG
OF BRACE SECTION WEBMp GUTTER AGAINSTIX2CLP SHALL CUTT GHAVIEFOUR(4)014
(UBRACKET CHANNEL)BACKING PUTTER ELEVATION INTO SIDE OF ROOF BEAM AND TWO 014 X -
PLATE 2"LONG TEKS(PER ANGLE CLIP)TRHU
TYP.2X78CREEN ROOF BEAM GUTTER AND INTO GUTTER INSERT(TYP.ONE 07
ROOF (MAYBE FLAT OR SLOPED) ANGLE CLIP ON EACH SIDE OF EACH BEAM O
BEAM 4 TOP VIEW PLAN c~i
W
1/6"OD Z
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FENDEI
#14 SMS R WASHE
ON EACH SIDE
OF BRACE
114"THROUG
BOL
PURLIN OR EAVE RAL SHEET NUMBER
3 SCREEN ROOF DIAGONAL WIND BRACE 4 OF 6
I
Am P.T
012XY4'= W=
2"X 7"SMB COLUMN 024'=.:�70P Z O O
2"X3"X 3A8".BY 2"LONG ANGLE (SHOWN)
SIZED PER , os�,uutA ePeN O 0 Z CD
EACH SIDE TABLE) n4a�•sNa®R4• O:VW X 1'<"X 4'O"IN DEPTH
3 EACH 014 S.M.S.EACH SOICE(33IN. CONCRETE FOOTER s�oiToei sN coeReo. Z ((j j LWL...I
2"X3"X3A8"BY 3"LONG MIN.EACH any®1z. Z�W�WoHsqva W.
(MIN.) Wars•WASH . -j J LL
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3/8°DD\CONCRETE SIDE 4 W J Q
ANCHOR 4 EACH#14 S.M.S EACH SIDE a' 0 - uuN.Post � � --I}
W2°EMBEDMENT(MIN.) L) O V
_2"MIN 1/4"TOP CON W12 1/2"EMBEDMENT (n Z
INTO CONCRETE Co
• �' MS BAR X 1d°LONG EACH WAY TRHII POST 00 Q
V,4'
V N O_
ISOLATED FOOTING DETAIL 4 DBL. BEAM FASTENING
COLUMN/FOUNDATION FOR LOAD CONDITION ,� s 'Scale:3/a^=ro"
LOAD CONDITION 3-CONNECTION UPLIFT CAPACITY=2,40
CONNECTION SHEAR CAPACITY=2,400# \ ry Li ui
ROOF BEAM
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2"X 272°X3"OR - 2"X 3"PERLIN WITH 1#14INTO
O QO� ¢
4-#10 S.M.S.FROM INSIDE FACE OF W X 2"HOLLOW ROOF BEAM BEAM @ 16" a OR
HOLLOW
a
POST INTO SCREW SPLINES OF HORIZONTAL PERLIN a
HOLLOW (GIRT). PERLIN
GIRT(V EMBEDMENT MINIMUM.)-. o Lu
0 2"X3"ANGLE
0 0 ON EACH SIDE Z p
0 o OF BEAM WITH ZM
2'K 3"ANGLE 3-014 S.M.S. (y 0
EACH SIDE
SELF MATING POST OR A BEAM WITH B�EACH V U Z_U
HOLLOW POST. _ FRONT VIEW NTO EACH W W I) W C
BEAM. SIDE VIEW W V = o NO
PARTIAL ELEVATIONS/GIRT TO POST CONNECTIONS > W V Z
2 BEAM ATTACHMENT TO FRONT WALL CO a ui n
W/CONCEALED FASTENERS 5 ® w
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BEAM STITCH SCREW @ 24" - Q =
O.C. IL
2"x 3"PURLIN MAY BE / 2"X 3"PURLIN TOP AND BOTTOM(#12 SMS.
SLOPING OR HORIZONTAL /// (MAXIMUM - r TYPICAL)
PURLIN SPACING 7'-0") 1
OVERLAP BEAM WITH
2-012 S.M.S ON EACH --- ---- W Q
SIDE SCREEN ROOF BEAMS- 4 EACH#10 X 2"LONG S.M.S.
SIZE .
2 EACH#10 S.M.S X 4" PER TABLE/MAXIMUM (TYPICAL)INTO SCREW Z
BOSSES (Oj
COLUMN(PER LONG THRU EAVE RAIL � SPACING 8'-0"O.C. . '
TABLE) 2X2
INTO SLOPING PURLIN
SCREW SPLINES
• 7
END WALL PERLIN.CONNECTION DETAIL 6 ROOF/SECTION OF CONCEALED FASTENER CONNECTION SHEET NUMBER
50F6