HomeMy WebLinkAboutSCREEN ENCLOSURE - DETAILS1. Building Occupancy Category, Paragraph 1604.5 and Table 16D4.5: 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 Basic Wind Speed,
VMT=150 MPH
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, Ina 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 3W max -ASTM C 33
1.1.3. Alr entrelning +/-1%- ASTM C 260
1.1A. 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 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 curing permitted.
1.6. Prior to placing concrete, treat the entire subsurface area for termites In
compliance with the FBC.
1.7. Concrete shall be placed over polyethylene vapor barrier.
1.8. All 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'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 Instating pavers over concrete slab or fooling which are supporting
aluminum members, such as continuous screen tracks or upright, the pavers must
be bonded to the concrete with an epoxy, thinset, or 3,000 PSI grout to ensure full
positive contact with concrete.
8. Ali flashing and waterproofing shall be provided by the wntmctor.
9. Use of these plans acknowledges and accepts a limit of liability not to exceed
design and engineering fee.
Foundation Design: Exlstina 8'x8' Footer and 4" Slab
Existing concrete. No additional concrete fooling is required to resist the loads Imposed
by the proposed construction If the existing footing is In sound condition, free from
structural cracking, spelling, or other deterioration.
Roof Type Screen Size
MANSARD 18114 MESH
HOLLOWSECMONS SELF MATNG BEAM IBMBI 1HE FORCH FACTORYBE
2a2 Y.Ya0A16• 24HYH: Ya440AB .'W ]T5a- r.3ZX"sF
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2aYra6'x 0.050• 2.]SYB: YaT. M0 0.12r ... ... ____.__
1+9: 1'ar[0.H0.5• LIeHMIIY F/STENpi FDGEe6TANCE:IIl
SNAPSECTIONfi WNO4UY FASTENER BPAL9q:9K'
2.2bnea T.Ya OAW CANCRETESCREWANCHOR: SHEET 6IATEL SCREWSISMsI'
2.36wa T.3•a0A5r SIMPOwNTREN HOOR EOUNALFM IIW BU6DIX OR EpUNALENr
2F45 . T.4•.6MS
ST
�NC€A! ED FASTENERS Or AI IACHMEN TS
ARE THE RESPONSIBILP OF THE
CONTRACTOR OF RECORD
THESE PLANS AND ALL PROPOSED WORK
ARC SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
19AY DE NECESOARY IN ORDER TO
COMPLY WITH ALL APPIXAM CODES.
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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
SCANNED
BY
St. Lucie County
t Etz -nz6`i
ST. LUCIE COUNTY
BUILDING DIVISION
FOR
REVIEWED B)
DATE_ m12
MUST BE KEPT ON JOEI OR
NO INSPECTION WILL BE MADE
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REVISIONS
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—NOTE - NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS"
lW x 2'x7 EKTRUDEO (4) 014 x 14' SMS
-ANGLE 5052 H412 ALLOY - 0 0 INTO POST
0 0
BRICK PAVERS
BONDED TO
CONCRETE III Ili
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SLAIVFOOTING •"e. ♦' - n Zo m
SEE PLAN e U
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SIDE VIEW
(4)014 x 3/4'SMS
2'x2'DJ
BRICK PAVERS. MAY NOT BE INTO POST
PRESENT. FOLLOW
(1) WW DIACONCRETE
ANCHOR MINIMUM
SCREW ANCHORS
CONCRETE EMBEDMENT
(2 18' CONC. EMBED)
1'x2'045EPLATE
ANCHORED TO CONC W/ 11V
CONCRETESCREWANCHOR
(MIN. 1114'EMBED)
6' MAx EACH SIDE OF PORT
AND 24'D.C. MAX'
1 "
. e
' e
FRONT VIEW
DJ-1 DOOR JUMB TO CONCRETE W/PAVERS DETAIL
A-2 SCALE: NTS
H-2 CABLE CONNECTION AT CORNER
A-2 SCALE:NTS
1'x 2' O.B. FASTENED TO CORNER
POST W C1h11/2' SMS ATB' FROM
TOPS BOTTOM RAILS. TYPICALLY ® 1R'K2'X2' EXTRUDED
24' O.C. ANGLE 5052 H.32 ALLOY
EA SIDE
1/B'x 2'x 2' EXTRUDED ANGLE 5052
CORNERPOST H-32 ALLOY EA CORNER W(2). P14 x 2- BRICKPAVERS
SMS IWO POST S (1) 310' DR.
CONCRETESCREWANCHDRINTO
CONCRETE
SONDEDTO
(2) BIDx 11R' SMS CONCRETE
THRU SCREWBOSSES
ICK PAVERS MAY NOT BE Oz 'a .:'
PRESENT. FOLLOW 'i•
ANCHOR MINIMUM O w SLABIFOOTING e . -
CONCRETEEMBEDMENT �. W SEEPIAN 4. w A <
SEE PBIWTING ' . ew �� SIDE VIEW
SIDE VIEW na
�Z CONCRETE POST W 1'X2'@
BACKSIDE
Iwo POS/4'BMS SCREWANCONCRETE
INTO POST SCREW ANCHORS UPRIG
FOR
CONCRETE
REQUIRED (21/4'CONC.ENBED)
FOREWA EMBED CONCRETE
SCREW ANCHOR INTO
CONCRETE _
1'xT BASE PLATE
ANCHORED TO CONIC W/ 11V BRICK PAVERS
AND24'O.C.MAX .II
FRONT VIEW
CP-1 CORNER POST TO CONCRETE W/PAVERS DETAIL
A-2 SCALE: NTS
(1) VJ' DR THRU BOLT WNYLOCK
JAM NUT -IN LIEU OF NYLOCK JAM
NUT. JAM NUT WTHREADLLOCKER
MAY BE USED
TIGHTEN TO CONTACT. DO NOT
BRICK PAVERS. MAY NOT BE
PRESENT. FOLLOW
ANCHOR MINIMUM
CONCRETEEMBEDMENT
(MIM 111V CONC. EMBED)
6' 6U1X EACH SIDE OF POST
SLABIFOOTING
SEE PLAN
/� FRONT VIEW
/ B �2" x 4" OR LARGER UPRIGHT TO CONCRETE W/PAVERS DETAIL
:2 /SCALE: NTS
DEL COMPRESSION SLEEVES
BRICKPAVERS. MAY NOT BE
PRESENT. FOLLOW
ANCHOR MINIMUM
CONCRETE EMBEDMENT
(4) 0
SLIRIFOONNG
SEE PLAN
-1/S' S.S. CABLE
11M'x 5IDS' x 1/B'ALUM,
FLAT BAR. 6116; TB ALUM. WI
�— [L) 3/S' DR. x z 3/4'
EMBEDMENT CONCRETE
ANCHORS
O
3�
22
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ni
�1w S.S.CABLE
/-11M' x 5 5/S'x 1/6'ALUM ALUM
(2)&B-DIAx3'EMBEB� LSLABIFOOTING
CONC. SCREWANCHOR SEE PLAN
H-1 CABLE CONNECTION AT FOUNDATION
A_2 SCALE:NTS
L+ \PURLIN OR GIRT BEAM OR POST 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-
6'WDEx0.125'2BRACKET®EAC
NOTE:
BEAMATTACHED TO FASCIA W 3/Vx
3'LAGS (3 PER BRALKET)ANO (11318'
(2) 316'DIA.x4'1A06CREWS FOR
X3•LAG024.O.C.ATGUTTER
SPANSGREATERTHAN3W4
NOT NEEDED IF GUTTER HAS SPUN
GROOVE OTHERWSE, 1' x2'x 0.044'
OPEN BACK W (2) 010 x212' b&IS
THRU BEAN INTO SCREW BOSSES
6'�
FROM BEAM AND 14' O.C.
MATUiG
ELEMENT
O CONIAACTORTOVERIFY
2'x4•FASCLA IFLESS
'x2'x2PUN. x4'FASCIA, 2'%4US'x2
WHEN SEAMIPURUN IS LARGER THANE 1-0.062' BACKING PLATE TAILS- COONTERSINK
GUTTER, 21/6'x 115•x our (mu) ON INSIDE OF GUTTER FLUSH. WHEN INSTALLING
ALUM RECEMNG CHANNEL WI MIN. (2) in-LAO SCREWS.
612x WCSMS PRE-DRILLv -DRILL TO
PREVENTSPUTTING
GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL
A_3 SCALE:NTS
MEMBERSIZE EDGE'C•
2X4
1?
2X5
1'
zxfi-2X10
11rs•
(SEEA-1 FOR SIZE)
FLASHINGfTO
I
SAVE RAR (SEEAIFOR SIINTERNALLY SCREWTHRUW,O)01O x 1IQ' SMS
1-x FASTEN TO SAVE RAIL
W010x11rs'SMS6'FROM
UPRIGHT&24.O.C.
(1) 1rs' DIA x 21rs' THRU W NYLOCK JAM NUT-INOF NYLOCKJUM NUT. JAW THREADLOCKER MAYSMS UPRIGHT
INSTALLATION REQUIREFOR SUE)
BOLT IS TO BE WSTALLENOTDAMAGEBASEMAT.
DONOTOVERTIGHTEN.
UPRIGHT TO BEAM CONNECTION
A-3 SCALE: NTS
x 2- HOLLOW SECTION
CONC.
1/4• DIA.x 3• CONCRETE
SCREW ANCHOR, B'
FROM GIRT & ® 24' O.C.
#14 SMS ®11/4.O.C.
MOD:
#10 x 3- WOOD SCREWG, B'
FROM GIRT & a Ir O.C.
CONC.
1/4'DW.x3'CONCRETE
SCRMANCHOR,6'
FROM GIRT & 024' D.C.
2'x HOLLOW SECTION
GIRT OR PURUN
C.-•I 1X2 TO HOST STRUCTURE DETAIL
A-3 SCALE:NTS
Note - Orientatlon may be different
W16'W52Mn GUSSET
BEAM 4MIN (4) #10 x 112' SMS
PLACE WASHER UNDER SCREW
INGUSSESTCORNER
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. GUSSET DIMENSIONS AREA MINIMUM (2) READ-(1) EA SIDE OF BEAM -MAY BE INTERNAL
OR WaNAL.
3. AS BEAM SIZE CHANGES, ADD OR SUBTRACT SCREWS TO MAINTAIN II/4'C/C SPACING.
4. GUSSET LENGTHS REMAIN CONSTANT WIDTHS CHANGETO MATCH BEAM SIZE.
/ C _\TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL- RIGID MEDIUM
A-3 SCALE:NTS
TH
15'
Wr
DETAIL #2
CONTRACTORSHALLRUN
1/4'THRU BOLTTO ATTACH
W NYLON WASHER &
STAINLESS STEEL NUT
DETAIL #1
H-3 ROOF BRACING CONNECTION DETAIL
A-3 SCALE: NTS
SLOPED PURLIN CONNECTION DETAIL
A-3 SCALE: NTS
0
REVISIONS
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