HomeMy WebLinkAboutPLANSDesign Parameters
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk
Category 1.
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region S Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed,
VuLT=160 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. ASCE7-10
General Notes - - --
1. The contractor shall verify all dimensions prior to construction
2. A11 work shall comply with all lowland 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.
1A. 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 314" max-ASTM C 33
1.1.3. Air entraining +1- 1 % -ASTM C 260
1.1.4. Water reducing agent-ASTM C494
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 A185
1.3. Concrete slump at discharge per chute not less then 3" or more than 5".
Water added after botching is not permitted.
1.4. Prepare and place concrete per American Concrete Institute Manual of
Standard Practice, Parts 1, 2 and 3 including hatweather rewmmendatiore
1.5. Moist cure or polyethylene curing required.
1.6. Prior to placing concrete, treat the entire subsurface area for termites in
compliance with the FBC.
1.7. All aluminum components embedded w thin concrete shall be mated with e
bituminous paint or epoxy.
1.8. Fiber reinforced concrete per ASTSM Of 116 is an acceptable alternative to
6X6 W1.4/W1.4 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 are to be stitched with either #14 screws 6" from
end 24" on center or #12 screws 6" from end 12" on center.
S. Screened enclosures containing swimming pools shall comply with the applicable
requirements of FBC R4501.17 Residential Swimming Barrier requirements.
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 contlnuous screen tracks or upright, the anchors
must extend past the pavers and reach proper embedment into the underlying
foundation.
S. All Bashing 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 shag be removed when wind speeds exceed 75mph
Foundation Design: Existing 8"x8" Footing
Existing concrete. No additional concrete fooling is required to resist the loads imposes
by the proposed construction if the existing footing is in sound condition, free from
structural cracking, spaging, or other deterioration.
Roof Type Screen Size
Hipped Gable 18114
NOLLOw SECTIONS
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1.3: 1'. 3'.0.045• MINIMUM FASTENER EDGE DISTANCE: 107 KB: KNEE BRACE
SNAP SECTIONS MINIMUM FASTENER SPACING: N4• Rc REGCNANNG
2v26na0.'PVY.0.0aS CONCRETE SCREWANCHOR: SHEEN MATEL SCREWS NSMSI:
3a36roP Y.9'XOASP SIMPSON TNEN HD OR EDUNA3eNT mN-ROEK OR EDUNAIENr
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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D G D D G°O EVE RAILO EYEBOLTFOR CABLETENSION
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(2) M' DIA. x 3-EMBED
- — - — CONCRETE SCREW ALTERNATE CONNECTION
ANCHOR
UPRIGHT 1V Sa CABLE
1AW x 6-fi16'x UB'ALUM. FLAT
DOUBLE BAR. WITH (2) &0' DIA. CONCRETE
COMPRESSION SLEEVES ANCHORS. MIN. 2-314' EMBEDMENT
='k�
BRICK PAVERS MAY NOT
BE PRESENT. ENSURE 2: o
MIN, REQUIRED ANCHOR = W
EMBEDMENTINTO
CONCRETE
FOUNDATION PER PLAN '�r E x
BR-1 CABLEBRACING
2 SCALE:NTS
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SIDE'
(I)WO
SCREWAI
(1)Irz OIATHRU BOLTWITH
NYLOCK JAM NUT(JAM NUT WITH
THREADLOCKER MAY BE USED, IN
LIEU). DO NOT OVER TIGHTEN,
TIGHTEN ONLY UNTIL CONTACT.
FOR 2X2 AND 2X3 UPRIGHTS, USE
(4) 014 x 3/4'SMS INTO POST
BRICK PAVERS. MAY NOT
BE PRESENT. ENSURE
MINIMUM CONCRETE
EMBEDMENT.
TOP VIEW
AT INTERMEDIATE
FOUNDATION PER PLAN
UPRIGHT PER PLAN
IX20.B. ANCHORED TO CONCRETE
WITH IW DO, CONCRETE SCREW
ANCHOR 024' D.C. MAX
(4) 614 x W4' EMS INTO POST
FORCORNERCONNECTION
FASTEN lX2 WRH 612 x 3/4-
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NO
X
OIX2 UPRIGHT
(4)014 x2 SMS THRU IX2
'IMPOST TOPVIEW
AT CORNER
UPRIGHT TO FOUNDATION CONNECTION
SCALE:NTS
Note - Orientation may be different.
&18'GUSSET
PURUNS ATTACHED TO BEAM
WTH (4) 010 x 1-1R' SMS WITH
WASHE INTO SCREW BOSSES.
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NOTES:
1. SEE THE NOTE BELOW FOR SCREWS SPACING. THE NUMBER OF SCREWB SHOWN ARE
FOR ILLUSTRATIVE PURPOSES. GO NOT COUNT SCREWS ON DRAWING.
2. GUSSET DIMENSIONS AREA MINIMUM (2)RED'D-(1) EA SIDE OF BEAM -MAY BE INTERNAL
OR EXTERNAL
3. AS BEAM SIZE CHANGES, ADD OR SUBTRACT SCREWS TO MAINTAIN 11WVC SPACING.
4. GUSSET LENGTHS REMAIN CONSTANTLMDTHS CHANGE TO MATCH BEAM SIZE
G-1 TYPICAL INTERNAUEXTERAL GUSSET CONNECTION
2 SCALE:NTS
vS'x2-x2'ANGUEWTH
(4) 4i4 x T4' SMS INTO
O O POST
90
RICK PAVERS MY NOT
BE PRESENT. FOLLOW
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PER PLAN
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EMBED) ® 2e O.C.
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ANCHOR.EMBEDMIN.
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FRONT VIEW
DOTING SEE PLAN FOR
DETAILS
DDOORJAMB CONNECTION
20 SCALE:NTS
OPTION 1:
(4) 610 x 1-1R' SMS INTO
SCREW BOSSES (TYP)
SELF -MATING BEAM
ONLY
WOOD;
610 x 3' WOOD SCREWS ®6' FROMFROM
ENDS S 12' O.C.
CONC.
Ile DA x3-CONCRETE SCREW
ANCHOR ® WFROM ENDS S 24. O.C.
2' x 2'x IS'ANGLE`MTH (2) 610 x
&4' SMS IN EACH FLANGE, EACH
SIDE (TYP)
I PURUNIGIRTICHAIRRAIL
M-1 PURLIN / GIRT / O.B TO HOST CONNECTION
2 SCALE:NTS
GUSSET PLATE
PER PLAN / DETAILS
PURUN PURUN
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OF
0�
(Z) i14 X 2' SMS THRU BRACE INTO
SEAM TMRU GUSSET PLATE
BRACE AT INTERMEDIATE JOINT
OF'
MAX
SAVE RAIL
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BRACE AT EAVE RAIL WASHERSSTAINIESSSTEELNUT
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SCALE:NTS
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0.125 THICK'2• BRACKET® EACH BEAMIPURUN.
ATTACHED BRACKETTO FASCIA W/W x3•LAGS jB
NOTE:
PERBRACI n.ATTACHGUTTER TOFASCIAWITH
O WDIAx4'LAGSCREWSFOR
0/S'X 3•LAG ®24' O.C. ELSEWHERE.
SPANS GREATER THAN 30'-0'
1• X 2- OPEN BACK IS NOT NEEDED I
GUTTER HAS SPLINE GRGOVE
OTHERWISE, CONNECT 1X2 TO
BEAMJPURUN WITH (2) 910 x 2-1/Y SMS
THRU BEAMIPURUN INTD SCREW
BOSSES. CONNECT 1X2 TO GUTTER
N9TH (1) 314 x 1-1R' SMS ® W FROM
15IDSAND24.O.C.
2°x2•z ANGLE WITH(d
CONTRACTOR TO VERIFY FASCIA IS
SMSIN
614 xYd•SMS IMO BFAMIPURLIN
MINIMUMOF2•x4'.IFLESS,2'Xd°
\ND(4)((2) IF I)C?I bCREWED TO
PTSUB FASCIA SHALL BE PLACED
BEHIND EXISTING AND LAG LAG
IEAM USING SCREW BOSSESILI4 UPER GUTTER
SCREWSSHALLBELENGTHENED
l TV SMS INTO 1X2 (OR GUTTER).
TO FULLY PENETRATE SUB FASCIA,
REPEAT ON OTHER SIDE OF
IF NO FASM IS EXISTING, ADD T z
BE URUN
4' PT FASCIA WITH IJ2' DIA. LAG
WHEN BEAM IS LARGER THAN GUTTER, .052•BACKING PLATE
BOLTS, EMBEDDING I-1/2•INTO
21M'xl VWx 0.Mr(MIN.) ALUM ON INSIDE OF GUTTER
TRUSS TAILS. PRE-0RILL WITH3/B•
RECEIVING CHANNEL W/ MIN. (2) #12 x
DIA BIT TO PREVENTSPLNTNG.
3M' SMS
SHIM AS NECESSARY IF OTHER
THAN A PLUMB CUT FASCIA
NOTE: BEAM ORIENTATION MAY BE DIFFERENT THAN ILLUSTRATED
RH-1 BEAWPURLIN TO GUTTER CONNECTION
3 SCALE:NTS
MEMBERSIZE
EDGE•C•
R.`T4
I2
2X5
1'
2%B-2X10
112•
FLASHING
EAVE RAIL INTERNALLY
SCREWTHRUBEAMINTO
- - SCREW BOSSES WITH (3) C10
x 1-V2' SMS
ATTACH 1X2 TO EAVE RAIL
WITH 9/4 x 1-12' SMS @ 6'
FROM ENDS S 24. O.C.
(1)1W DIA. z 2-117 THRU
BOLT WITH NYLOCK JAM NUT.
THREADLOCKER MAYBE
USED ON NUT IN LIEU OF
NYLOCK JAM NUT. DO NOT
OVERTIGHTEN.
RC-1 UPRIGHT TO BEAM CONNECTION
3 SCALE:NTS
NOTCH BOTTOM FLANGE OF
PURUN TO OVERLAP UPRIGHT
SCREW THRU EAVE RAIL
INTO PURUN SCREW
BOSSES WITH (2) 010 x 4'
SMS
ATTACH 1X2 TO EAVE RAIL
WITH 4WD x 1-in• SMS ®b•
FROM ENDS b 24. O.C.
2• x T'x 11V PLATE WITH (4) 014
xW/ SMSEACHSIDEOFBEAM
UPRIGHT PER PLAN
C-2 UPRIGHT TO PURLIN CONNECTION
3 SCALE: NTS
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