HomeMy WebLinkAboutSCREEN ENCLOSURE1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk
Category 1.
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Bask Wind Speed,
Exposure Category, Paragraph 1609.4.3: B
Applicable Cod". Regulation and Standards
1. The 6th Edition (2017)111 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
1. The contractor shall verify all dimensions priorto 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 spedfirations are applicable to this projects:
1. Where concrete specification am 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:
I.I.I. Portland Cement Type 1, -ASTM C 150
1.1.2. Aggregate - Large Aggregate 314' max-ASTM C 33
1.1.3. Air entraining H-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
12.2. Welded wire fabric-ASTM A185
1.3. Concrete slump at discharge per chute not less than 3' or more than 5.
Water added after hatching 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 recommendations.
1.5. Moist cure or polyethylene wring permitted.
1.6. Prior to placing concrete, treat the entire subsurface area for termites In
oompliance with the FBC.
1.7. Concrete shall be placed over polyethylene vapor banter.
1.8. AN aluminum components embedded within concrete shall be coated with a
bituminous paint or epoxy.
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 70V.
4. All Sell Mating Beam Sections are to be stitched with either#14 screws 6' from
and 24' on center or #12 scrams 6' from end 12' on center.
5. Screened endowres containing swimming pools shall comply with the applicable
requirements of FBC R4501.17 Residential Swimming Bamer requirements.
6. Door location shag be determined by contractor in the field.
7. When Installing pavers war concrete slab or footing which are supporting
aluminum members, such as continuous careen tracks or upright, the pavers must
be bonded to the concrete with an epoxy, thinset, or 3,000 PSI grout to ensure fug
positive contactwith concrete.
8. All gashing and waterproofing shall be provided by the contractor.
9. Use of these plans acknowledges and accepts a limit of liability net to exceed
design and engineering fee.
Foundation Design: Existing 12'x12' Footer
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, spoiling, mother deterioration.
Roof Type Semen Sim
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ST. LUCIE COUNTY BUILDING D:)JW<Or
REVIEWED FOR COMPLIANC ti,/L4,,
PLANS AND PERMIT MUST BE
SITE OR NO INSPECTION(S)'
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SCANNED
BY
St. Lucie Coca
REVISIONS
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SCALE. USE DIMENSIONS GIVEN. CABLE BRACING MAY TERMINATE AT SLAB - A-1
IN DIFFERENT LOCATION. MAINTAIN ANGLE PER DETAIL
"'NOTE- NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS-
BRICK PAVERS -
BONDEDTO-
CONCRETE
SIAWOOTING
SEEPIAN
SIDE VIEW
BRICKPAVERS.MAYNOTBE Im
PRESEMT.FOLLOW
ANCHOR MINIMUM
CONCRETE EMBEDMENT
i• x2-BASE PLATE
ANCHORED TO CONC W 114
CONCRETE SCREW ANCHOI
(MIN. 1114- EMBED)
6' MAX EACH SIDE OF POST
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(2 M' CONC. EMBED)
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FRONT VIEW
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A-2 SCALE:NTS
TOP 8 BOTTOM RAILS. TYPICALLY
24' O.C.
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CORNER POST
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THRUSCREWBOSSES
BRICK PAVERS. MAY NOT BE
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SLABIFOOTING
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CONCRETE POST WI 1'%T
BACKSIDE
SCREW ANCHOR INTO
CONCRETE
FRONT VIEW
CP-1 CORNER POST TO CONCRETE WPAVERS DETAIL
A-2 SCALE:NTS
a
H-2 CABLE CONNECTION AT CORNER L_ l \ PURLIN OR GIRT BEAM OR POST DETAIL
A_2 SCALE:NTS A_2 SCALE:NTS
V6'x2'%2' EXTRUDED —
ANGLE 5052 "2 ALLOY
EASIDE
CONCRETE
SLABIFOOTING • '. G . -
SEE PLAN • A
SIDE VIEW
(2 VPCONC. EMBED)
(1)1W DIA THRU BOLT WNYLOCK
JAM NUT4N UEU OF NYLOCK JAM
NUT. JAM NUT READLLOCKER
MAYBE USED
TIGHTEN TO CONTACT. DO NOT
OVER TIGHTEN
BRICK PAVERS. MAY NOT BE
PRESENT. FOLLOW
ANCHOR MINIMUM
CONCRETE EMBEDMENT
15G•BASEPLATE
ANCHORED TO CI
CONCRETESCRE
(MIN. 11M'CONC.
SEE SEING
E PLAN a • a '
FRONT VIEW
/ B \ 2' x 4° OR LARGER UPRIGHT TO CONCRETE WAVERS DETAIL
p /SCALE:NTS
118• S.S. CABLE
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CONC. SCREWANCHOR SEE PLAN
�" �-1 CABLE CONNECTION AT FOUNDATION
A-2 SCALE:NTS
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BEAW(3PEHERB TOFASCIAD(31B'x
3'UQS(3 PER( MCKEN ANDUTTER
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NOT NEEDED IF GUTTER MS SPLINE
GROOVE 0THERW'ISE, 1' x T x O.044•
OPEN BACK W (2) SID x 21R SMS
THRU BEAM INTO SCREW BOSSES
(1) O10 x 11R' SM5 6'
FROM BEAM AND N• O.C.
0
MATING
ELEMENT
lM'x2'xTx2'ALUM.
ANGLEW(' O14x31Y
SMS EACH FLANGE
EACH SIOE OF SEAMMURUN
WHENBEAWPURUNISLARGERTHAN
GUTTER, 2IW x 1 U0'x O.Wr (MIN.)
ALUM RECEIVING CHANNEL W MIN. (2)
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NOTE:
(2)3 DIAxYUGSCREWSFOR
SPANS GREATER TMN 3V-0
GUTTER
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ON INSIDE OF GURER 1Q'LAG BOLTS-11R
COUNTERSINK WHEN
SCREWS. PRE-011I1.1,
PREVENT SPLRTING
rG GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL
A-2 SCALE:NTS
REVISIONS
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—NOTE -NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS- REVISIONS
1/4' LAGS, 4' FROM ENDS & IS-O.C. MAR. 1' MINI
WOOD
010 z 3z 3' MOD SCREWS, 6'
FROM GIRT & @ 12.O.C.
DETAIL
DETAIL#2
FROMGIRT&®
NEOPRENE WASHER ON EACH LAG
RECEIVING CHANNEL W
CONTRACTOR TO INSTALL M2 X W4'TOPANO
IN)014x SMS THRU
THRU GUSSET
BOTTOM AS END CAP
PLATE
(2) W DIATHRU
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1/4' THRU BOLT TO ATTACH
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6' FROM EACH SIDE OF
FROM GIRT & @ 12' O.C.
W NYLON WASHER &
STAINLESS STEEL NUT
UPRIGHT&®2PO.G
2'z HOLLOW SECTION
CONC.
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GIRT OR PURItN
1/4' x3' CONCRETE
SCREWIM ANCHOR, VUPRIGHT
OR R SE
FROM GIRT & 24- O.C.
PLAN SHEET FOR MEMBER
MEMBER
INFORMATION
—
DETAIL #1
/
C.-,1X2 TO HOST STRUCTURE DETAIL
_ H-3 ROOF BRACING CONNECTION DETAIL
/ J \CARRY BEAM CONNECTION
A-3 SCALE NTS
A_3 SCALE NTS
A_3 SCALE NTS
PANEL
1'X 1' X 96'ALUM ANGLE
W (3)012 X We SIAS EACH
S1DE
INFORMATION
FILE CO
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NYLON JAM NUT. DO NOT
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OVERTIGHTEN
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SCREWED TO BEAM W (2) MOx2'
3'X 0.062 EXTRUDED RECENER CHANNEL
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SCREWS, S'
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INTO BEAM & M4 x r SELF
TAP PINGSCREWINTOHEADER.
END & ® 24-O.C.
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G-2 BEAM TO HOST STRUCTURE ATTACHMENT
B- I
COLUMN TO SLAB CONNECTION DETAIL
S-1 COMPOSITE ROOF CONNECTION
A-3 SCALE:NTS
A_3
SCALE NTS
A-3 SCALE: NTS
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THRU BOLTS (3 PER BRACKET) AND (1)
014SMSQ2CO.C.ATGU 7ER
NOT NEEDED IF GUTTER HAS SPLINE
GROOVE OTHERWISE, 1'x2'x O.M'
OPEN SACK W o) 010 x2W SMS
THRU BEAM INTO SCREW BOSSES
l0 0L II
.fl
MATING
ELEMENT
EACH ME OF SEAMIPURUN
MEN BEAWPURUN IS LARGER THAN
GUTTER. 21 B x I VB'x 0.M2' (MIN.)
ALUM RECEMNG CHANNEL W MIN. (2)
OI2x W4'SMS
EDGE'C'1R'1'1VY
M
FVSHING
EAVE RAIL (SEMI FOR SUE)
INTERNALLY SCREW WRU BEAM
W(3) 010 x IIw SMS
1'x FASTEN TO EAVE RAIL
WOIBx1/7SMS6-PROM
UPRIGHT624'O.C.
(1)VY CIA. x 2t2 THRU BOLT
W NYLOCKJAM NUT -IN UEU
OF NYLOCK JUM NUT. JAM NUT
W THREADLOCKER MAY BE USED
INSTALLATION REQUIREMENTS
BOLT IS TO BE INSTALLED AS TO -
NOT DAMAGE BASE MATERIAL
DO NOT OVER TIGHTEN.
THRU BOLTS FOR
•,U
SUPER GUTTER
s;
om-BACIUNG _ -
ONIN
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1
GUTTER :. '
(SEEM FOR SIZE)
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(SEE M1 FOR SIZE)
HOLLOW SECTION
FROMGIRT3012.O.C.
CONC.
1/4' DW.x 3' CONCRETE
SCREW ANCHOR, W
FROM GIRT S ®2V O.C.
014 SMS ID 11/4' O.C.
WOOD:_
MU x 3' W000 SCREWS, 6-
FROM GIRT S 012' O.C.
COW.
VVDOlx3-CONCRETE
SCREW ANCHOR.6'
FROM GIRT 6 (M 2Y O.C.
GIRTOR PURUN
G1 1X2 TO HOST STRUCTURE DETAIL
i�-4 SCALE: NTS
Note - Orientation may be different.
BEAM WMIN (4) #10x 11R' SMS
PLACE WASHER UNDER SCREW
IN GUSSEST CORNER
NOTES:
1. SEETHE NOTE BELOW FOR SCREM SPACING. WE NUMBER OF SCREWS SHOVM ARE
FOR ILLUSTRATIVE PURPOSES. DO NOT COUNT SCREWS ON DRAWNG.
2. GUSSETDIMENSIONSAREAMIMMUM(2)REQ`D-(1)EASIDEOFBEAM-MAYBEINTERNAL
OR EXTERNAL
3. AS SEAM SIZE CHANGES. ADD OR SURTRACTSCREM TO MAINTAIN IV4-CIC SPACING.
4. GUSSET LENGTHS REMAIN CONSTANTWDWS CHANGETO MATCH BEAM SIZE
REVISIONS
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(2) H4 ET' SMS TNRU BRACE O
INTO BEAM THRU GUSSET }'
PLATE i h � 0 •p '
DETAIL #2
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U Y
,MAX CONTRACTORSHALLRUN f 1
�V4' THRU BOLT TO ATTACHWNYLOMWASH!�'1
STAINIESSST ELNUT
DETAIL #1
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H-3 ROOF BRACING CONNECTION DETAIL
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A-4 SCALE: NTS
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UPRIGNTANDAT 24'O.C.
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D UPRIGHT TO BEAM CONNECTION LC� ATYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL- RIGID MEDIUM / r\EET \SLOPED PURUN CONNECTION DETAIL
A-4 SCALE: NTS F�-4 SCALE: NTS A-4 SCALE: NTS A-4
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