HomeMy WebLinkAboutAPPROVED, REVISION (1)WIDTH PER NOTES DEPTH PER NOTESHOST
WALL ATTACHMENT
SLOPE SLOPE
5.75 PFB END BEAM2X3 EDGE BEAM2X3 EDGE BEAM3.75 PFB END BEAMCR-1
2
CR-0
2
2X8SMB2X22X21X2 (TYP)1X2 (TYP)1X2
1X2
2X2 DJ
2X2 DJ
2X2 DJ2X22X21X2 (TYP)1X2 (TYP)5.75PFB5.75PFB2X2 2X2
2X2
1X2 (TYP)
1X2 (TYP)1 X2 (TYP)
BR-1
2
B-1
2
DJ-1
2
M-1
2
1X2
1X2 GUTTER ATTACHMENT2X9 SMB RIDGE BEAM1X2
3.75 PFB2X2
5.75PFB5.75PFB5.75PFB2X22X22X2
2X22X22X22X2
5.75
PFB
5.75
PFB 2X2RIGHT ELEVATIONALUMINUM COIL KICKPLATE.
FASTEN WITH #12 x 3/4" SMS @
12" O.C. INTO EACH MEMBER.
(TYP)
FRONT ELEVATION
PLAN VIEWLEFT ELEVATIONTW-6
3
CR-11c
3
RH-2
3
2X9 SMB INTERMEDIATE BEAM3" 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)
3" 0.024" ALUM. SKIN 1-LB EPS FOAM
CORE PANEL WALL. FASTEN TO
RECEIVING CHANNEL WITH #14 X 3/4"
SMS @ 12" O.C. (Walls: FL12225.1)
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 : B
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: New 12"x12" (2 #5 bar Cont.) Ribbon Footing
Concrete shall be a minimum 2,500 psi. Rebar 31" lap splice. Use 3" chairs. Per current
edition of the FBC R401.4.1 or FBC 1806.2, soils testing is not required for design using
the presumptive bearing pressure of 1,500 psf.
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: Pamela Martucci Residence4911 Paleo Pines CirFort Pierce, Florida 34951The 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. 08/25/21
***NOTE - NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS***
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
2
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
2
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
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)
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 2-1/4" 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
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
SHEETSEASIDE ENGINEERSCertificate of Authorization 320484265 60th CourtVero Beach, Florida 32967www.seasideengineers.com - (772) 202-8008 - info@seasideengineers.comProject Address: Pamela Martucci Residence4911 Paleo Pines CirFort Pierce, Florida 34951The Porch FactoryEdward RoskePE # 722282 08/25/21
***NOTE - NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS***
NOTCH UPRIGHT OR POST
TO ACCEPT BEAM. SEE
PLAN SHEET FOR MEMBER
INFORMATION
(2) 3/8" DIA THRU BOLTS
COMPOSITE ROOF PANEL
1" X 1" X 1/8" (LENGTH =
BEAM DEPTH) ALUM
ANGLE W/ #14 X 3/4" SMS IN
FLANGE INTO UPRIGHT.
(SEE TABLE "A" FOR
QUANTITY)
BEAM. SEE PLAN SHEET
FOR MEMBER
INFORMATION
INSTALL 8" WIDE FLASHING OVER PANEL SEAM
WITH SEALANT BETWEEN. FASTEN PANEL TO BEAM
WITH 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 RIDGE BEAM
SCALE: NTS
CR-11c
3
TABLE "A"
Beam Size # of Screws
Into Upright
< 2X8 SMB 6
2X8 SMB 8
2X9 SMB 10
2X10 SMB 12
BEAM. SEE PLAN SHEET
FOR MEMBER
INFORMATION
HOST
1" x 2" OPEN BACK INTERNALLY
SCREWED TO BEAM W/ (2) #10 x 2"
WOOD:
1/4" x 3" LAG SCREWS, 6"
FROM END & @ 24" O.C.
CONC.
1/4" DIA. x 2 1/4" CONCRETE
SCREW ANCHOR, 6"
FROM END & @ 24" O.C.
WOOD:
(3) 1/4" x 3" LAG SCREWS
CONC.
(3) 1/4" DIA. x 2 1/4" CONCRETE
SCREW ANCHOR
BEAM
BEAM TO HOST CONNECTION
SCALE: NTS
RH-2
3
NOTE: IGNORE 1" X 2" O.B. AND CONNECTION IF SCREEN ISN'T BEING INSTALLED
NOTE: BEAM ORIENTATION MAY BE DIFFERENT THAN ILLUSTRATED
ANCHOR
ROOF BEAM /
PURLIN SIZE # OF SCREWS
2X2 - 2X3, 3.75 PFB 4
2X4 - 2X5, 5.75 PFB 6
2X6 - 2X7 8
2X8 - 2X9 10
2X10 12
1-1/2" x 2-1/8" x 0.062" (FULL
LENGTH OF BEAM) RECEIVING
CHANNEL WITH #14 x 3/4" SMS
EACH FLANGE. SEE TABLE FOR
QUANTITY OF SCREWS. (TYP
EACH SIDE)
2" X 5" SELF MATING BEAM
LENGTH OF COMOPOSITE ROOF AREA
#14 X 3/4" SMS @ 6" O.C.
TOP AND BOTTOM W/ 1-1/2"
DIA. NEOPRENE WASHER @
TOP SCREW ONLY
#14 X 3/4" SMS @ 6" O.C.
TOP AND BOTTOM W/ 1-1/2"
DIA. NEOPRENE WASHER @
TOP SCREW ONLY
2" X 5" SMB STITCHED TO
STRUCTURAL GUTTER
COMPOSITE PANEL
COMPOSITE PANEL
2" X 3" X 0.040"
KNEE BRACE
AT 4'-0" O.C.
TW-6
3
COMPOSITE PANEL TRANSOM WALL ON GUTTER
SCALE: NTS
24"
6" WIDE x 0.125" "Z" BRACKET @ 48"
O.C. W/ 3/8" DIA. x 3" LAGS (3 PER
BRACKET) AND (1) 3/8" DIA. x 3" LAG @
24" O.C. AT GUTTER
SHEETSEASIDE ENGINEERSCertificate of Authorization 320484265 60th CourtVero Beach, Florida 32967www.seasideengineers.com - (772) 202-8008 - info@seasideengineers.comProject Address: Pamela Martucci Residence4911 Paleo Pines CirFort Pierce, Florida 34951The Porch FactoryEdward RoskePE # 722283 08/25/21