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Design Parameters
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk
Category I.
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed,
VuLT=150 MPH
3. Exposure Category, Paragraph 1609.4.3 : C
Applicable Codes, Regulation and Standards
1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural
Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and Specifications for Aluminum Structure, Part 1-A of the Aluminum
Design Manual prepared by The Aluminum Association, Inc. Washington, D.C.,
2010 Edition
3. ASCE 7-10
General Notes
1. The contractor shall verify all dimensions prior to construction
2. All work shall comply with all local and regional ordinances.
3. Any deviation from this plan shall be reviewed by the engineer of record and is
subject to approval.
Specifications
The following specifications are applicable to this projects
1. Where concrete specification are required, whether in the screen enclosure scope
or not, by one or more regulatory agency, the following specifications are
applicable.
1.1. Concrete shall conform to ASTM C94 for following components:
1.1.1. Portland Cement Type 1, -ASTM C 150
1.1.2. Aggregate - Large Aggregate 3/4" max - ASTM C 33
1.1.3. Air entraining +/-1 % - ASTM C 260
1.1.4. Water reducing agent - ASTM C 494
1.1.5. Clean Potable water
1.1.6. Other admixture not permitted
1.2. Metal accessories shall conform to:
1.2.1. Reinforcing Bars - ASTM A615, grade 60
1.2.2. Welded wire fabric - ASTM Al85
1.3. Concrete slump at discharge per chute not less then 3" or more than 5".
Water added after batching is not permitted.
1.4. Prepare and place concrete per American Concrete Institute Manual of
Standard Practice, Parts 1, 2 and 3 including hot weather recommendation:
1.5. Moist cure or polyethylene curing required.
1.6. Pdor to placing concrete, treat the entire subsurface area for termites in
compliance with the FBC.
1.7. All aluminum components embedded within concrete shall be coated with E
bituminous paint or epoxy.
1.8. Fiber reinforced concrete per ASTSM C1116 is an acceptable alternative tc
6X6 W1.41W1.4 WWF.
2. Aluminum extrusions shall be 6005 T5 Alloy.
3. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better
zinc plate to ASTM B633, or stainless steel series "300".
4. All Self Mating Beam Sections and PFB are to be stitched with either #14 screws
6" from end 24" on center or #12 screws 6" from end 12" on center.
5. Screened enclosures containing swimming pools shall comply with the applicable
requirements of FBC R4501.17 and FBC 454.1.3.1.9.
6. Door location shall be determined by contractor in the field.
7. When installing pavers over concrete slab or footing which are supporting
aluminum members, such as continuous screen tracks or upright, the anchors
must extend past the pavers and reach proper embedment into the underlying
foundation.
8. All flashing and waterproofing shall be provided by the contractor.
9. Use of these plans acknowledges and accepts a limit of liability not to exceed
design and engineering fee.
10. Vinyl and acrylic panels shall be removed when wind speeds exceed 75mph
Foundation Design: Existing 8"x8" Thickened Edge 4" Slab on Grade
Existing concrete. No additional concrete footing is required to resist the loads imposed
by the proposed construction if the existing footing is in sound condition, free from
structural cracking, spalling, or other deterioration.
RoofType Screen Size
Full Mansard 18/14
ALUMINUM MEMBER DIMENSIONS
HOLLOW SECTIONS
SELF MATING BEAM (SMB)
OTHER SELF MATING BEAMS
2x2: 2'x2"x0.048"
2x4SMB: 2"x 4" x 0.044' x 0.100•
3.75 PFB: 2"x 3.75". 0.050'
2x3: 2"x3"x0.050"
2x5SMB: 2" x 6"x 0.050' x 0.100'
5.75 PFB: 2'x 5.75"x 0.055'
2x4: 2" x 4' x 0.050"
2x6 SMB: 2"x S' x 0.050' x 0.120"
COLUMNS
2x5: 2"x5•x0.050"
2x7SMB: 2"x7"x0.057"x0.120-
2xSSMB: 2•x8•x0.072'x0,124•
2x9 SMB: 2"x 8' x 0.072'x 0.124"
3x3: 3'x3"x0.125"
4x4: 4"x4'x 0.125'
6x6: 61x 5"x 0.125'
OPEN BACK SECTIONS
ix2: 1"x2"x0.040"
2x 10 SMB: 2"x 10"x0.092• x 0.388"
1x3: 1"x3"x 0.045•
MINIMUM FASTENER EDGE DISTANCE: 1W KB: KNEE BRACE
MINIMUM FASTENER SPACING: 314" RC: REC. CHANNEL
SNAP SECTIONS
2 x 2 Snap: 21x2"x 0.045"
CONCRETE SCREW ANCHOR: SHEET MATEL SCREWS(SMS):
2 x 3 Snap: 2" x 3" x 0.050"
SIMPSON THEN HD OR EQUIVALENT ITW BUILDEX OR EQUIVALENT
2x 4 Snap: 2"x4"x 0.046'
NOTE: THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES. DRAWING NOT TO
SCALE. USE DIMENSIONS GIVEN. CABLE BRACING MAY TERMINATE AT SLAB
IN DIFFERENT LOCATION. MAINTAIN ANGLE PER DETAIL.
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FROM 1" X T S" ANGLE.
CONNECWITH (8)
#14 X 3/4° SMS
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USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL
UPRIGHT
DOUBLE
COMPRESSION
SLEEVES
1-1/4" x 5-518" x 118"
ALUM. FLAT BAR.
6083-T6 ALUM.
EVE RAIL '4 •
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EYE BOLT FOR CABLE TENSION . '4
(2) 318" DIA. x 3" EMBED
CONCRETESCREW ALTERNATE
CONNECTION
ANCHOR
1/8" S.S. CABLE
1AW x 5-5/8" x 118" ALUM. FLAT
BAR. WITH (2) 3/8" DIA. CONCRETE
ANCHORS. MIN. 2-3/4" EMBEDMENT
^ ^^^ Note - Orientation may be different.
BRICK PAVERS MAY NOT
BE PRESENT. ENSURE
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MIN. REQUIRED ANCHOR
4.EMBEDMENT
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NOTES:
INTO
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it
1. SEE THE NOTE BELOW FOR SCREWS SPACING. THE NUMBER OF SCREWS SHOWN ARE
CONCRETE
°
"
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FOR ILLUSTRATIVE PURPOSES. DO NOT COUNT SCREWS ON DRAWING.
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2. GUSSET DIMENSIONS AREA MINIMUM (2) REQ'D - (1) EA SIDE OF BEAM - MAY BE INTERNAL
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OR EXTERNAL.
FOUNDATION PER PLAN
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3. AS BEAM SIZE CHANGES, ADD OR SUBTRACT SCREWS TO MAINTAIN 11/4" C/C SPACING.
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4. GUSSET LENGTHS REMAIN CONSTANT WIDTHS CHANGE TO MATCH BEAM SIZE.
BR-1 CABLE BRACING
G-1 TYPICAL INTERNAUEXTERAL GUSSET CONNECTION
2 SCALE:NTS
2 SCALE:NTS
2"x'1"x118"ANGLE EA (1) 1/2" DIA THRU BOLT WITH
1/8" x 2" x 2" ANGLE WITH
NYLOCK JAM NUT (JAM NUT WITH
(4) 014 x 3/4" SMS INTO
SIDE
THREADLOCKER MAY BE USED, IN
O O
POST
LIEU). DO NOT OVER TIGHTEN.
TIGHTEN ONLY UNTIL CONTACT.
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FOR 2X2 AND 2X3 UPRIGHTS, USE
BRICK PAVERS MAY NOT
(4) #14 x 3/4" SMS INTO POST
BE PRESENT. FOLLOW
ANCHOR MINIMUM
BRICK PAVERS. MAY NOT
CONCRETE EMBEDMENT
BE PRESENT. ENSURE
MINIMUM CONCRETE
EMBEDMENT.
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SIDE VIEW AT INTERMEDIATE
UPRIGHT
SIDE VIEW
FOUNDATION PER PLAN
PER PLAN
UPRIGHT PER PLAN
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1x2 O.B. ANCHORED TO
CONCRETE WITH 1/4" DIA.
(1) DIA CONCRETE
SCREWANCHORS INTO
1X2 O.B. ANCHORED TO CONCRETE
WITH 114" DIA. CONCRETE SCREW
ANCHOR (MIN. 1-1/4°
EMBED) @ 24" O.C.
EACH LEG
ANCHOR @ 24° O.C. MAX
(4) #14 x 3/4" SMS INTO POST �
FOR CORNER CONNECTION
FASTEN 1X2 WITH #12 x 314"
SMS @ 24" O.C.
O
P
01X2 a UPRIGHT
,. (4) #14 x 2"ISMS THRU 1X2
INTO POST TOP VIEW
)NT VIEW AT CORNER
UPRIGHT TO FOUNDATION CONNECTION
SCALE:NTS
-----(4) #14 x 3l4" SMS INTO
POST
1) 3/8" DIA. CONC.
° m ANCHOR. EMBED MIN.
a.
. 2-1/2"
DOTING. SEE PLAN FOR
FRONT VIEW DETAILS
DJ-1 DOOR JAMB CONNECTION
2 SCALE:NTS
OPTION 1:
(4) #10 x 1-1/2" SMS INTO
SCREW BOSSES (TYP)
SNAP ORS
SELF -MATING BEAM IL
ONLY
910 x 3" WOOD SCREWS @
ENDS & 12" O.C.
CONC.
1/4" DW. x 3" CONCRETE SCREW
ANCHOR @ 6-FROM ENDS & 24" D.C.
PTION 2:
2" x 2" x 118" ANGLE WITH (2) #10 x
3/4" SMS IN EACH FLANGE, EACH
SIDE (TYP)
i—PURLIN / GIRT / CHAIR RAIL
M-1 PURLIN / GIRT! 0.13 TO HOST CONNECTION
2 SCALE:NTS
GUSSET PLATE
PER PLAN / DETAILS
PURLIN PURLIN
14
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K
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(2) #14 X 2" SMS THRU BRACE INTO
BEAM THRU GUSSET
PLATE
BRACE AT INTERMEDIATE JOINT
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EAVE RAIL
1/4" DIA. THRU BOLT WITH NYLON
BRACE AT SAVE RAIL
WASHER & STAINLESS STEEL NUT
BR-3
ROOF BRACING
FILE
2
SCALE:NTS
SHEET2
0
***NOTE - NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS***
0.125" THICK "Z" BRACKET @ EACH BEAM/PURLIN:
ATTACHED BRACKET TO FASCIA W/ 3/8" x 3" LAGS (3
PER BRACKET). ATTACH GUTTER TO FASCIA WITH
3/8" X 3" LAG @ 24" O.C. ELSEWHERE.
1" X 2" OPEN BACK IS NOT NEEDED I
GUTTER HAS SPLINE GROOVE.
OTHERWISE, CONNECT 1X2 TO
BEAWFURLIN WITH (2) #10 x 2-1/2" SMS
THRU BEAM/PURLIN INTO SCREW
BOSSES. CONNECT 1X2 TO GUTTER
WITH (1) 914 x 1-112" SMS @ 6" FROM
ENDS AND 24" O.C.
O
O
2" x 2" x 118" x 2" ANGLE WITH (4)—J
#14 x 3/4" SMS INTO BEAM/PURLIN
AND (4) [(2) IF 1X2 IS SCREWED TO
BEAM USING SCREW BOSSES] #14
X 3/4" SMS INTO 1X2 (OR GUTTER).
REPEAT ON OTHER SIDE OF
BEAMIPURLIN
WHEN BEAM IS LARGER THAN GUTTER,
2 118" x 1 1/8" x 0.062" (MIN.) ALUM
RECEIVING CHANNEL W/ MIN. (2) #12 x
3/4" SMS
NOTE:
(2) 3/8" DIA. x 4" LAG SCREWS FOR
SPANS GREATER THAN 30'-0"
'—CONTRACTOR TO VERIFY FASCIA IS
MINIMUM OF 2" x 4". IF LESS, 2" X 4"
PT SUB FASCIA SHALL BE PLACED
BEHIND EXISTING AND LAG LAG
LUPER GUTTER SCREWS SHALL BE LENGTHENED
TO FULLY PENETRATE SUB FASCIA.
IF NO FASCIA IS EXISTING, ADD 2" x
4" PT FASCIA WITH 112" DIA. LAG
.062" BACKING PLATE BOLTS, EMBEDDING 1-1/2" INTO
ON INSIDE OF GUTTER TRUSS TAILS. PRE -DRILL WITH 3/8"
DIA BITTO PREVENT SPLITTING.
SHIM AS NECESSARY IF OTHER
THAN A PLUMB CUT FASCIA.
NOTE: BEAM ORIENTATION MAY BE DIFFERENT THAN ILLUSTRATED
RH-1 BEAM/PURLIN TO GUTTER CONNECTION
3 SCALE:NTS
MEMBER SIZE
EDGE "C"
2X4
112"
2X5
1"
2X6 - 2X10
1112"
FLASHING
EAVE RAIL INTERNALLY
SCREW THRU BEAM INTO
SCREW BOSSES WITH (3) #10
x 1-1/2" SMS
ATTACH 1X2 TO EAVE RAIL
WITH #14 x 1-1/2" SMS @ 6"
FROM ENDS & 24" O.C.
(1) 112" DIA. x 2-1/2" THRU
BOLT WITH NYLOCK JAM NUT.
THREADLOCKER MAY BE
USED ON NUT IN LIEU OF
NYLOCK JAM NUT. DO NOT
OVERTIGHTEN.
RC-1 UPRIGHT TO BEAM CONNECTION
3 SCALE: NTS
NU I Loh bU I I UM F LANGt U
PURLIN TO OVERLAP UPRIGH
SCREW THRU EAVE RAIL
INTO PURLIN SCREW
BOSSES WITH (2) #10 x 4"
SMS
ATTACH 1X2 TO EAVE RAIL
WITH #10 x 1-1/2" SMS @ 6"
FROM ENDS & 24" O.C.
2" x 7" x 118" PLATE WITH (4) #1
x 3/4" SMS EACH SIDE OF BEAT
UPRIGHT PER PLAT
RC-Z UPRIGHT TO PURLIN CONNECTION
3 SCALE: NTS
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