HomeMy WebLinkAboutAPPROVED REVISION - Plans1X2 (TYP)
2X2 SNAP (TYP)2X2 SNAP (TYP)2X2 SNAP (TYP)2X3
2X3
2X3
2X3
2X3
2X3
2X3
2X3
2X3
2X3
2X3
2X3
2X3
2X3
2X3
2X32X32X32X32X32X32
X
3
2
X
3
2
X
3
2
X
3
2
X
3
2
X
32X8SMB2X8SMB2X8SMB2X8SMB
PLAN VIEW
RH-1
3
RC-1
3
G-1
2 RC-2
3
BR-3
2
5.75PFB5.75PFB5.75PFB5.75PFB1X2 (TYP)
1X2 (TYP)
2X3 2X3 2X3 2X3 2X3 2X32X3BR-1
2
B-1
2
5.75
PFB
5.75
PFB
5.75
PFB
1X2 (TYP)1X2 (TYP)2X32X32X32X22X21X2
1X2
2X2 DJ
2X2 DJ
2X2 DJRIGHT ELEVATIONM-1
2
HOST
ROOF OVERHANGFASCIA ATTACHMENT
2X9 SMB END BEAM (TYP)2X3 EDGE BEAMGUTTER ATTACHMENT
CR-1
3
3" 0.032" ALUM. SKIN 1-LB EPS FOAM
CORE PANEL ROOF. MINIMUM SLOPE
OF 1/4" PER FOOT, OR AS SHOWN IN
DIMENSIONS. (Roof: FL7561.1)
CR-0
3
RH-3a
3
DJ-1
2
5.75
PFB
5.75
PFB
5.75
PFB
2X2 DJ
2X2 DJ
2X2 DJ2X22X32X32X32X31X2
1X22X2 1X2 (TYP)1X2 (TYP)5.75
PFB2X2
4X4
4X4 POST
(TYP)
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 7th Edition (2020) 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 7-16
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 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 recommendations.
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 coated with a
bituminous paint or epoxy.
1.8.Fiber reinforced concrete per ASTSM C1116 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 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
Roof Type
Full Mansard
Screen Size
18/14
Foundation Design: Existing 12"x12" 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.
ALUMINUM MEMBER DIMENSIONS
2 x 2: 2" x 2" x 0.046"
2 x 3: 2" x 3" x 0.050"
2 x 4: 2" x 4" x 0.050"
2 x 5: 2" x 5" x 0.050"
HOLLOW SECTIONS
1 x 2: 1" x 2" x 0.040"
1 x 3: 1" x 3" x 0.045"
OPEN BACK SECTIONS
2 x 2 Snap: 2" x 2" x 0.045"
2 x 3 Snap: 2" x 3" x 0.050"
2 x 4 Snap: 2" x 4" x 0.045"
SNAP SECTIONS
2 x 4 SMB: 2" x 4" x 0.044" x 0.100"
2 x 5 SMB: 2" x 5" x 0.050" x 0.100"
2 x 6 SMB: 2" x 6" x 0.050" x 0.120"
2 x 7 SMB: 2" x 7" x 0.057" x 0.120"
2 x 8 SMB: 2" x 8" x 0.072" x 0.124"
2 x 9 SMB: 2" x 9" x 0.072" x 0.124"
2 x 10 SMB: 2" x 10"x0.092" x 0.398"
SELF MATING BEAM (SMB)
MINIMUM FASTENER EDGE DISTANCE : 1/2"
MINIMUM FASTENER SPACING : 3/4"
SIMPSON TITEN HD OR EQUIVALENT
CONCRETE SCREW ANCHOR :
ITW BUILDEX OR EQUIVALENT
SHEET MATEL SCREWS (SMS) :
3.75 PFB: 2" x 3.75" x 0.050"
5.75 PFB: 2" x 5.75" x 0.055"
OTHER SELF MATING BEAMS
KB: KNEE BRACE
3 x 3: 3" x 3" x 0.125"
4 x 4: 4" x 4" x 0.125"
6 x 6: 6" x 6" x 0.125"
COLUMNS
RC: REC. CHANNEL
SHEETSEASIDE ENGINEERSCertificate of Authorization 320484265 60th CourtVero Beach, Florida 32967www.seasideengineers.com - (772) 202-8008 - info@seasideengineers.comProject Address: Horizon Pools - Flech Residence5419 Stately OaksFort Pierce, Florida 34981The Porch FactoryEdward RoskePE # 722281
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. 12/21/21
***NOTE - NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS***
SIDE VIEW
FRONT VIEW
UPRIGHT TO FOUNDATION CONNECTION
SCALE: NTS
B-1
2
(1) 1/2" DIA THRU BOLT WITH
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) #14 x 3/4" SMS INTO POST
BRICK PAVERS. MAY NOT
BE PRESENT. ENSURE
MINIMUM CONCRETE
EMBEDMENT.
2"x2"x1/8" ANGLE EA
SIDE
FOUNDATION PER PLAN
UPRIGHT PER PLAN
(1) 3/8" DIA CONCRETE
SCREW ANCHORS INTO
EACH LEG
TOP VIEW
AT CORNER
TOP VIEW
AT INTERMEDIATE
(4) #14 x 3/4" SMS INTO POST
FOR CORNER CONNECTION
UPRIGHT1X2 1X2UPRIGHT1X2
1X2FASTEN 1X2 WITH #12 x 3/4"
SMS @ 24" O.C.
(4) #14 x 2" SMS THRU 1X2
INTO POST
1X2 O.B. ANCHORED TO CONCRETE
WITH 1/4" DIA. CONCRETE SCREW
ANCHOR @ 24" O.C. MAX
CABLE BRACING
SCALE: NTS
BR-1
2
1/8" BRACKET CUT
FROM 1" x 5" ANGLE.
CONNECT WITH (9)
#14 X 3/4" SMS
EYE BOLT FOR CABLE TENSION
EVE RAIL
UPRIGHT
DOUBLE
COMPRESSION
SLEEVES
BRICK PAVERS MAY NOT
BE PRESENT. ENSURE
MIN. REQUIRED ANCHOR
EMBEDMENT INTO
CONCRETE
FOUNDATION PER PLAN
1/8" S.S. CABLE
1-1/4" x 5-5/8" x 1/8" ALUM. FLAT
BAR. WITH (2) 3/8" DIA. CONCRETE
ANCHORS. MIN. 2-3/4" EMBEDMENT
(2) 3/8" DIA. x 3" EMBED
CONCRETE SCREW
ANCHOR
1-1/4" x 5-5/8" x 1/8"
ALUM. FLAT BAR.
6063-T6 ALUM.
ALTERNATE CONNECTION
TYPICAL INTERNAL/EXTERAL GUSSET CONNECTION
SCALE: NTS
G-1
2
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) REQ'D - (1) EA SIDE OF BEAM - MAY BE INTERNAL
OR EXTERNAL.
3.AS BEAM SIZE CHANGES, ADD OR SUBTRACT SCREWS TO MAINTAIN 11/4" C/C SPACING.
4.GUSSET LENGTHS REMAIN CONSTANT WIDTHS CHANGE TO MATCH BEAM SIZE.
Note - Orientation may be different.
3/16" GUSSET
PURLINS ATTACHED TO BEAM
WITH (4) #10 x 1-1/2" SMS WITH
WASHE INTO SCREW BOSSES.
#14 X 3/4" SMS @ 1-1/4" O.C.
PURLIN / GIRT / O.B TO HOST CONNECTION
SCALE: NTS
M-1
2
PURLIN / GIRT / CHAIR RAIL
SNAP OR
SELF-MATING BEAM
ONLY
OPTION 1:
(4) #10 x 1-1/2" SMS INTO
SCREW BOSSES (TYP)
WOOD:
#10 x 3" WOOD SCREWS @ 6" FROM
ENDS & 12" O.C.
CONC.
1/4" DIA. x 3" CONCRETE SCREW
ANCHOR @ 6"FROM ENDS & 24" O.C.
OPTION 2:
2" x 2" x 1/8" ANGLE WITH (2) #10 x
3/4" SMS IN EACH FLANGE, EACH
SIDE (TYP)
ROOF BRACING
SCALE: NTS
BR-3
2
BRACE AT EAVE RAIL
BRACE AT INTERMEDIATE JOINT
4" MAX
GUSSET PLATE
PER PLAN / DETAILS
(2) #14 X 2" SMS THRU BRACE INTO
BEAM THRU GUSSET PLATE
1/4" DIA. THRU BOLT WITH NYLON
WASHER & STAINLESS STEEL NUT
EAVE RAILEAVE RAIL OR ROOF BEAMBRA
C
E
PURLIN
ROOF BEAMPURLIN
BRACE2-1/4" MIN CONC.EMBEDMENTSIDE VIEW
FRONT VIEW
BRICK PAVERS MAY NOT
BE PRESENT. FOLLOW
ANCHOR MINIMUM
CONCRETE EMBEDMENT
1/8" x 2" x 2" ANGLE WITH
(4) #14 x 3/4" SMS INTO
POST
FOOTING. SEE PLAN FOR
DETAILS
DJ PER PLAN
(1) 3/8" DIA. CONC.
ANCHOR. EMBED MIN.
2-1/2"
(4) #14 x 3/4" SMS INTO
POST
1x2 O.B. ANCHORED TO
CONCRETE WITH 1/4" DIA.
ANCHOR (MIN. 1-1/4"
EMBED) @ 24" O.C.
DOOR JAMB CONNECTION
SCALE: NTS
DJ-1
2
SHEETSEASIDE ENGINEERSCertificate of Authorization 320484265 60th CourtVero Beach, Florida 32967www.seasideengineers.com - (772) 202-8008 - info@seasideengineers.comProject Address: Horizon Pools - Flech Residence5419 Stately OaksFort Pierce, Florida 34981The Porch FactoryEdward RoskePE # 722282 03/31/21
***NOTE - NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS***
BE
A
M
O
R
PU
R
L
I
N
NOTE :
(2) 3/8" DIA. x 4" LAG SCREWS FOR
SPANS GREATER THAN 30'-0"
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 IF
GUTTER HAS SPLINE GROOVE.
OTHERWISE, CONNECT 1X2 TO
BEAM/PURLIN WITH (2) #10 x 2-1/2" SMS
THRU BEAM/PURLIN INTO SCREW
BOSSES. CONNECT 1X2 TO GUTTER
WITH (1) #14 x 1-1/2" SMS @ 6" FROM
ENDS AND 24" O.C.
WHEN BEAM IS LARGER THAN GUTTER,
2 1/8" x 1 1/8" x 0.062" (MIN.) ALUM
RECEIVING CHANNEL W/ MIN. (2) #12 x
3/4" SMS
0.062" BACKING PLATE
ON INSIDE OF GUTTER
2" x 2" x 1/8" x 2" ANGLE WITH (4)
#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
BEAM/PURLIN
BEAM/PURLIN TO GUTTER CONNECTION
SCALE: NTS
RH-1
3
SUPER GUTTER
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
SCREWS SHALL BE LENGTHENED
TO FULLY PENETRATE SUB FASCIA.
IF NO FASCIA IS EXISTING, ADD 2" x
4" PT FASCIA WITH 1/2" DIA. LAG
BOLTS , EMBEDDING 1-1/2" INTO
TRUSS TAILS. PRE-DRILL WITH 3/8"
DIA BIT TO PREVENT SPLITTING.
SHIM AS NECESSARY IF OTHER
THAN A PLUMB CUT FASCIA.
NOTE: BEAM ORIENTATION MAY BE DIFFERENT THAN ILLUSTRATED
2X4
2X5
2X6 - 2X10
MEMBER SIZE EDGE "C"
1/2"
1"
11/2"
BEAM NOTCHED
OVER UPRIGHT
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) 1/2" 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.
UPRIGHT. SEE PLAN
FOR SIZE
UPRIGHT TO BEAM CONNECTION
SCALE: NTS
RC-1
3
NOTCH BOTTOM FLANGE OF
PURLIN TO OVERLAP UPRIGHT
2" x 7" x 1/8" PLATE WITH (4) #14
x 3/4" SMS EACH SIDE OF BEAM
UPRIGHT PER PLAN
UPRIGHT TO PURLIN CONNECTION
SCALE: NTS
RC-2
3
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.
NOTCH UPRIGHT OR POST
TO ACCEPT BEAM. SEE
PLAN SHEET FOR MEMBER
INFORMATION
IF SCREEN WALL BENEATH
COMPOSITE ROOF, 1" x 2"
W/ (2) #10 x 2" SMS INTO
SCREW BOSSES INTO
UPRIGHT & (1) #14 X 2" SMS
6" FROM EACH SIDE OF
UPRIGHT & @ 24" O.C.
(2) 3/8" DIA THRU BOLTS
3" X 0.082 ALUM
RECEIVING CHANNEL W/
#12 X 3/4" TOP AND
BOTTOM AS END CAP
COMPOSITE ROOF PANEL
1" X 1" X 1/8" ALUM ANGLE
W/ (3) #14 X 3/4" SMS IN
FLANGE INTO UPRIGHT.
(BOTH SIDES OF UPRIGHT)
BEAM. SEE PLAN SHEET
FOR MEMBER
INFORMATION
1/4" LAGS, 4" FROM ENDS & 18" O.C. MAX. 1" MIN
LONGER THAN THE PANEL THICKENESS. W/
NEOPRENE WASHER ON EACH LAG
COMPOSITE ROOF TO BEAM
SCALE: NTS
CR-0
3
FLASHING - INSTALL UNDER EXISTING DRIP
EDGE
RECEIVING CHANNEL
#14 X 3/4" SMS @ 6" O.C. TOP AND BOTTOM
W/ 1-1/2" DIA. NEOPRENE WASHER @ TOP
SCREW ONLY
COMPOSITE PANEL
(2) 1/4" DIA. X 3" LAG SCREWS @ 6" O.C.
COMPOSITE ROOF TO HOST
SCALE: NTS
CR-1
3
WOOD:
(2) 1/4" x 3" LAG SCREWS, 6"
FROM END & @ 16" O.C.
CONC.
(2) 1/4" DIA. x 2 1/4"
CONCRETE
SCREW ANCHOR, 6"
FROM END & @ 16" O.C.
SHIM AS NECESSARY IF
OTHER THAN A PLUMB
CUT FASCIA
ROOF BEAM /
PURLIN PER PLAN
CARRIER BEAM PER
PLAN
ATTACH ROOF BEAM / PURLIN TO
CARRIER BEAM WITH 2" x 2" x 1/8"
x [DEPTH OF ROOF BEAM] LONG
ANGLE WITH #14 x 3/4" SMS. SEE
TABLE FOR QUANTITY OF
SCREWS. (TYP EACH SIDE)
NOTE: BEAM ORIENTATION MAY BE DIFFERENT THAN ILLUSTRATED
ATTACH 1X2 TO ROOF BEAM WITH (2) #10 x
2" SMS INTERNAL INTO SCREW BOSSES
(NOT SHOWN FOR CLARITY). ATTACH 1X2 TO
CARRIER BEAM WITH #14 x 1-1/2" SMS @ 6"
FROM ENDS & 24" O.C.
COMPOSITE PANEL
SUPER GUTTER
BEAM TO CARRY BEAM / GUTTER WITH COMPOSITE ROOF
SCALE: NTS
RH-3a
3
FLASHING
ANCHOR
ROOF BEAM /
PURLIN SIZE
# OF SCREWS
IN EACH LEG
OF ANGLE
2X2 - 2X3, 3.75 PFB 4
2X4 - 2X5, 5.75 PFB 6
2X6 - 2X7 8
2X8 - 2X9 10
2X10 12
1/4" LAGS INTO BRACKET, 4" FROM ENDS
& 18" O.C. MAX. 1" MIN LONGER THAN
THE PANEL THICKENESS. W/ NEOPRENE
WASHER ON EACH LAG
ATTACH BRACKET TO
GUTTER WITH (3) #14 X
1-1/2" SMS
0.125" THICK "Z" BRACKET @ EACH BEAM/PURLIN.
ATTACH BEAM TO STRUCTURAL GUTTER WITH (1)
#10 x 11/2" SMS @ 18" O.C. AT GUTTER
SHEETSEASIDE ENGINEERSCertificate of Authorization 320484265 60th CourtVero Beach, Florida 32967www.seasideengineers.com - (772) 202-8008 - info@seasideengineers.comProject Address: Horizon Pools - Flech Residence5419 Stately OaksFort Pierce, Florida 34981The Porch FactoryEdward RoskePE # 722283 04/04/21