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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,
VMT= 150 MPH
3. Exposure Category, Paragraph 1609.4.3 : C
Applicable Codes, Regulation and Standards
1. The 61h Edition (2017) Florida Building Code, specifically Chapter 16 Structural
Design, Chapter 20 Aluminum, and Chapter 23 Wood.
Z 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 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 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. Prior 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 mated with e
_ bituminous paint or epoxy.
1.8. Fiber reinforced concrete per ASTSM C1116 is an acceptable alternative to
6X6 W1.4Av1.4 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 8633, 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 912 screws 6" from end 12" on center.
S. 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.
B. 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.
Roof Type Screen Size
Full Mansard 18114
HOLLOW SECTIONa I
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0.045' MINIMUM FASTENER EDGE OISTANGE: UT KB: KNEE BRACE
)LJs MINIMUM GA6TENER SPACING : L4' PC: REL.CHANNE
x Yx0.04S CONCRETESCREWANCHOR: SHEEr MATEL SCRHVSfSMb1:
rPz0.05P SWPSON TREK HD OR EQUIVALENT Rw BULLDIX OR EOUNALFNT
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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SLEEVES
BRICK PAVERS MAY NOT
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EMBEDMENT INTO
CONCRETE
FOUNDATION PER PLAN
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ANCHORS. MIN. 2J 4' EMBEDMENT
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2�XIWANGLE EA
(1) 12• DIA TIRU BOLT WITH
SIDE
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LIEU). DO NOT OVER TIGHTEN.
TIGHTEN ONLY UNTIL CONTACT.
O FOR 2X2 AND 2X3 UPRIGHTS, USE
(4) Y14 x 3/4• SMS INTO POST
BRICK PAVERS MAY NOT
BE PRESENT. ENSURE
MINIMUM CONCRETE
EMBEDMENT.
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TOP VIEW
SIDEVIEW ATINTERMEDIATE
FOUNDATION PER PLAN
UPRIGHT PER PLAN
(1) TW DIA CONCRETE
1%2 O.B. ANCHORED TO CONCRETE
SCREW ANCHORS INTO
WITH tl4' DW CONCRETE SCREW
EACH LEG
ANCHOR 0 2r O.C. MAX
(4) •14 x We SMS INTO POST
FOR CORNER CONNECTION
FASTEN 1X2 WITH 412 x 3T4'
SMS 024.O.C.
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., (4)•14 xYSM5 THRU 1X2
1MOPO TOPVIEW
FRONT VIEW AT CORNER
B-1 UPRIGHT TO FOUNDATION CONNECTION
2 SCALE:NTS
NOTES:
1. SEE THE NOTE BELOW FOR SCREWS SPACING. THE NUMBER OF SCREWS SHOWN ARE
FOR ILLUSTRATIVE PURPOSES. DO NOT COUNT SCREWS ON DRAWING.
2. GUSSETDIMENSIONSAREAMINIMUM(2) REO'D-(1)EASIDEOFSEAM-MAYBEWTERNAL
OR EXTERNAL
3. AS BEAM SUE CHANGES, ADD OR SUBTRACT SCREWS TO MAINTAIN 111V C/C SPACING.
4. GUSSET LENGTHS REMAIN CONSTANT WIDTHS CHANGE TO MATCH BEAM SUE.
G-1 TYPICAL INTERNAUEXTERAL GUSSET CONNECTION
2 SCALE:NTS
WITH
r)*l4x
4'SMSL
(4) 014 x 314' SM61NT0
00
POST
00
RICK PAVERS MAY NOT
BE PRESENT. FOLLOW
ANCHOR MINIMUM
CONCRETEEMBEDMENT
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SIDE VIEW
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CONCRETE WITH 1W OR
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EMBED) 0 24' O.C.
914 x WV SAS INTO
1) 3 W OR CONC.
ANCHOR. EMBED MIN.
2 12'
DOTING. SEE PLAN FOR
FRONT VIEW DETAILS
tDJ-1
DOORJAMB CONNECTION
2
SCALE: NTS
ONLY
W000
010 x 3• WOOD SCREWS E 6' FROMFROM
ENDS 81Y O.C.
CONC.
1/4' DIA x 3' CONCRETE SCREW
ANCHOR 0 YFROM ENDS 8 24. O.C.
REVIEWED FOR
30O®E COMPLIANT
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ROM,
M-1 PURLIN / GIRT I O.B TO HOST CONNECTION
2 SCALE:NTS
GUSSET PLATE
PER PLAN / DETAILS
PURLIN PURLIN
8
rc
O� (2) 014 X Y SAS THRU BRACE INTO
QP BEAM THRU GUSSETPLATE
0
BRACE AT INTERMEDIATE JOINT
— 114• DIA. THRU BOLT WITH NYLON
13RACEATEAVE RAIL WASHER8STAINLESSSTEELNUT
tBR-3 ROOF BRACING
2 SCALE:NTS
SHEET
2
E4
E
0.126' THICK T BRACKET ® EACH B.
ATTACHED BRACKET TO FASCIA Wl 310'
PER BRACKET). ATTACH GUTTER TO I
318' %3- LAG ® 2W O.C.1
V %T OPEN BACK IS NOT NEEDED IF
GUTTER HAS SPLINE GROOVE
OTHERWISE, CONNECTJ% TO
BEAMIPURUN MATH (2) 010 x 2.12' SMS
THRU BEAMMURUN INTO SCREW
BOSSES. CONNECT 1%2 TO GUTTER
WfTH (1) 014 x 1-12' SMS ® 6' FROM
ENDSAND24'O.C.
NOTE:
(2) XW DIA z 0LAG SCREWS FOR
SPANS GREATER THAN 30'41'
`CONTRACTOR TO VERIFY FASCIA IS
2"x2'z
MINIMUM OF T x 4'. IF LESS, 2" X 4'
MSITANGLEWIIH(4)
016 z)1( SMS INTO
LUPERGUTTER
PT SUB FASCIA SHALL BE PLACED
SCRIMURUN
(4)IFCR SCREWED
BEHIND EXISTINGAND IAG LAG
BEAAND
SIN 1,
6CREWBOSUrrER4
SCREWS SHALL BE LENGTHENED
XWV SMWG
%&b' SMS IM01%2 (OR GUTTER).7
TO FULLY PENETRATE SUB FASCIA.
REPEAT ON OTHER SIDE OF
IF NO FASCIA IS EXISTING, ADD T x
BEANINURLIN
4' PT FASCIA WITH 12' DIA. LAG
MEN BEAM IS LARGER THAN GUTTER,
.06T BACKING PLATE
BOLTS, EMBEDDING I-1IT INFO
2 IM' x 1118' x O.MV(MIN.) ALUM ON INSIDE OF GUTTER
TRUSS TAILS.PRE-DRILL WTH316'
RECEIVING CHANNELWI MIN. (2) 012 x
DIABITTD PREVENTSPUTTING.
3I4-SMS SHIM AS NECESSARY IF OTHER
THAN A PLUMB CUT FASCIA
NOTE BEAM ORIENTATION NAY BE DIFFERENTTHAN ILLUSTRATED
RH-1 BEAM/PURLIN TO GUTTER CONNECTION
3 SCALE:NTS
MEMBER SIZE
I EDGE'C'
2%4
I 12'
2X6
I1•
2X6-2X10
112'
FLASHING
SAVE RAIL INTERNALLY
SCREWTHRUBEAMINTO
SOREW BOSSES WITH (3) 010
x 1-1? SMS
ATTACH 1X2 TO EAVE RAIL
WITH 014 x l-0IW SMS Q 6'
FROM ENDS & 24. O.C.
(1)12' DIA z 2-12'THRU
BOLT WIT-INYLOCK JAM NUT.
THREADLOCKER MAY BE
USED ON NUT IN LIEU OF
NYLCCKJAM NUT. DO NOT
OVERTIGHTEN.
RCA UPRIGHT TO BEAM CONNECTION
3 SCALE: NTS
BEAM NOTCHED
OVER UPRIGHT
UPRIGHT, SEE PUN
FOR SIZE
NOTCH BOTTOM FLANGE OF
PURUN TOOVERLAP UPRIGHT
SCREW THRU EAVE RAIL —
INTO PURUNSCREW
BOSSES MATH (2) 010 x 4'
SMS
ATTACH 1X2 TO EAVE RAIL —
MH 010 x 1-12' SMS 006-
2• z T•x Iff PLATE WITH (4) 014
x WV SMS EACH BIDE OF BEAM
UPRIGHT PER PLAN
RC-2 UPRIGHTTO PURLIN CONNECTION
_j 3
SCALE: NTS
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