HomeMy WebLinkAboutConstruction 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
*GABLE 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).
VVII VIU, IL7
*THIS ENCLOSURE WILL BE CONSTRUCTED ON A NEW PAVER PATIO, WITH AN 8"" X 8""
CONCRETE FOOTER WITH 1 #5 BAR CONTINUOUS. 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 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
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.
FILE COPY
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PLAN VIEW
CONCRETE SPECIFICATION NOTES AND DESIGN . PA%ETERS
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" CONTINUOUS
WITH ONE (1) #5 REBAR..
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DESIGN
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0.050
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SLPICL PLATE ALLOY:
MITER SPLICES SHOWN FOR MANSARD SPLICES, IDENTICAL
f061T6 OR 5052H32
FRECIFICATIONS FOR GABLE AND/OR STRAPAIT BEAST SPLICES
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TO ACCOMODATE PURLIN, SPACE BETWEEN FASTENERS
ALONG MITER JOINT MAY 1 I/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 SLPICE DETAILS
TABLE 109
BEAM
SPLICE PLATE
DIMENTIONS
#14 SMS
PER SIDE
PER END
TOTAL
#14 SMS
PER SPLICE
FASTENER SPACES
ICEINESS
LENGTH
HEIGHT
NUMBER OF SPACES
HORIZONTAL
VERTICAL
2X6XO.0:50X0. 120 SMB
3/16"
16"
5 1/4"
14
56
3
3
2X7X0.055X0. 120 SMB
3/16"
16"
6 1/4"
14
56
3
3
2X8X0.072X0.224 SMB
3/16
18"
7 1/4"
16
6¢•
4
3
2X9X0.082X0.306 SMB
3/16
18"
8 1/4
18
72--
4
4
2X10X0.092X0.374 SMB
1/4"
22
88
4
6
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 34P
(STAGGERED) FROM EACH OTHER.
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EACH SIDE OF
BRACE �
1/4" THROUGH BOLT
PURLIN OR LAVE RAIL
SCREEN ROOF DIAGONAL WIND BRAC 2
#14 LAG SCREW FOR WOOD OR 3/8"
CONCRETE SCREW FOR CONCRETE, EACH
SIDE OF BEAM TRHU
2"X 2" X1/8" ANGLE , LENGTH
SUFFICIENT TO
ASSURE 2" EMBEDMENT INTO HOST WOOD
W/ STTUCO
" X 3" X 1/8" ANGGE EACH SIDE OF
MIN1Ih1UM 2" LONG) WITH 4 EACH #
4 S. M. S.
NTO BEAM WEB
BEAM TO HOST HOUSE DETAIL
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SECTION/S]:DE ELEVATION
FOR 2"X4" SMB THRU 2"X1O" SMB
4
SMB POST / COLUMN
2' X 3' X 3/16' ANGLE 2" LONG R/3 EACH # 14
SMS INTO POST WEB
2' X 3' X 3/16' ANGLES 3' LONG
(MINIMUM)
i 2r-tj- 4'X 8' X 23/8" BRICK PAVER PATIO
CONCRETE FOOTER
�- 1/4 ' TOP CON W/2 1/2' EMBEDMENT INTO
CONCRETE
4- # 10 S. M. S. FROM INSIDE FACE OF
POST INTO SCREW SPLINES OF HOLLOW
GIRT ( 1" EMBEDMENT MINIMUM.) -
MAXIMUN POST
HEIGTH (SPAN) 18' -0"
FOR NOMINAL 4' PATIO SLAB, DO NOT EXCEED 2 3/4' DEPTH
FOR CONCRETE ANCHORS, WHERE CONCRETE DEPTH EXCEEDS
3 1/2' DEPTH, ANCHORS MAY BE EMBEDDED UP TO CONCRETE
DEPTH DIVIDED BY 1.25
DETAIL -- ELEVATIONS SHOW THE FOUNDATION
CONNECTIONS FOR VARIOUS DEPTH COLUMNS
(POST/UPRIGHTS). COLUMNS (POST/UPRIGHTS)
MUST NOT EXCEED ALLOWABLE SPANS
2" X 2"/ 2" X 3" OR
3" X 2" HOLLOW HORIZONTAL
(GIRT).
SELF MATING POST OR
HOLLOW POST.
PARTIAL ELEVATIONS/GIRT TO POST
W/ CONCEALED FASTENERS
2" x 3" PURLIN MAY BE
SLOPING OR HORIZONTAL
END WALL COLUMN SELECT
PER TABLE
W.
2 EACH #10 SMS X 4"
LONG THRU EAVE RAIL 2X2
INTO SLOPING PURLIN
SCREW SPLINES
5
- - - - 1"X 2" OB @ PERIMETER
FASTEN PER NOTE # I.
cn r- 2" X 2" HOLLOW HORIZONTAL
� (GIRT)
General Notes
1. Note 1: USE 1/4" X 3" LONG LAGS INTO
WOOD HOST AND 1/4" X 2 1/4" LONG
CONCRETE SCREWS INTO CONCRETE OR
MASONRY CONSTRUCTION 0"EMBEDMENT
TYPICAL) /SPACING 24" O.C. AND WITHIN
6" OF EACH PERPENDICULAR MEMBER
x �
- 4- #10 S. M. S FROM INSIDE FACE
OF 1" X 2" OB INTO SCREW SPLINES
OF HOLLOW GIRT (1" EMBEDMENT
MINIMUM.)
rC2
" X 2", 2"X 3" OR 3"X 2" 5
SIZE BEAM PER TABLE
1" X :3" ANGLE COVER PLATE
O 1" X 2" OPEN BACK FASTENED
TO 2" X 2" P. WITH #14 S.M.S.
LAP BEAM WEBS OVER ® 24" O.C. (TYPICAL )
COLUMN AND FASTEN WITH
5- #14 S.M.S. AS SHOWN -
COLUNN! (PER TABLE)
EAVE CONNECTION DETAIL_ C4
(TYPICAL EAVE CONNECTION)5
3" X 2" PURLIN (MAXIMUM
PURLIN SPACING 8'-0" )
SCREEN ROOF BEAMS - SIZE
PER ENG. / MAXIMUM
SPACING 8' - 0" O.C.
BEAM STITCH SCREW ® 24" O.C.
TOP AND BOTTOM (#12 SMS TYPICAL)
4 EACH #10 X 2" LONG S.M.S.
(TYPICAL) INTO SCREW BOSSES.
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