HomeMy WebLinkAboutBowen Residence - White Aluminum (10-30-2020) EFILEEXISTING COVERED LANAI
THERE ARE NO SLEEPING ROOMS ADJACENT TO THE LANAI. EGRESS
THROUGH HOST IS UNAFFECTED BY CONVERSION TO SUNROOM.
CATEGORY III SUNROOM
HOST TOP OF SLAB: 100'-0" ASSUMED ELEVATION
PROPOSED SUNROOM TOP OF SLAB: 99'-8" ASSUMED ELEVATION
2X3X0.125 + 1-1/2"X3" RC
2X3X0.125 + 1-1/2"X3" RC 3X3X0.125 + 1-1/2"X3" RC3X3X0.125 + 1-1/2"X3" RC3X3X0.1253X3X0.1252X3X0.125
2X3X0.1252X3X0.125 + 1-1/2"X3" RC2X3X0.125 + 1-1/2"X3" RC2X3X0.125 + 1-1/2"X3" RC
2X3X0.125 + 1-1/2"X3" RC2X3X0.1252X3X0.125A B B
C D D
E EFPLAN VIEW
FRONT ELEVATIONLEFT ELEVATIONWINDOW/DOOR SCHEDULE
MARK
TYPE WIDTH
(INCH)
HEIGHT
(INCH)MANUFACTURER MODEL FPA # or NOA BUILDING
PRESSURE (PSF)
PRODUCT
PRESSURE (PSF)
A SWING DOOR 36 80 PGT FD-101 FL253.1 29.4 -38.7 50 -50
B HORIZ. ROLLER WINDOW 56 60 PGT HR-7610A FL242.8 29.4 -38.7 65 -65
C PICTURE WINDOW 37 26 PGT PW-7620A FL243.7 29.4 -38.7 80 -80
D PICTURE WINDOW 56 26 PGT PW-7620A FL243.7 29.4 -38.7 80 -80
E PICTURE WINDOW 56 18 PGT PW-7620A FL243.7 29.4 -38.7 80 -80
B HORIZ. ROLLER WINDOW 60 60 PGT HR-7610A FL242.8 29.4 -38.7 65 -65
G PICTURE WINDOW 60 26 PGT PW-7620A FL243.7 29.4 -38.7 80 -80
H PICTURE WINDOW 60 18 PGT PW-7620A FL243.7 29.4 -38.7 80 -80
ALL DOORS AND WINDOWS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND WATERPROOFED PER FBC, LOCAL JURISDICTIONAL REQUIREMENTS, AND F.S. 553.842.
PRESSURES ARE APPLICABLE FOR MAXIMUM MEAN ROOF HEIGHT = 15FT. SAFETY GLAZING SHALL BE PROVIDED PER FBC R308.GHSAFETY
GLAZING
EXISTING ROOF AND FRAMING
TO REMAIN
SAFETY
GLAZING
SAFETY
GLAZING
SR-1
2
SR-3
2
SR-2
2
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 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, 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 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
None
Screen Size
None
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.
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: Cliff Bowen Residence19 Lake Vista TrailPort St Lucie, Florida 34952White AluminumEdward 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. 11/02/20
***NOTE - NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS***
COLUMN TO HOST CONNECTION
SCALE: NTS
SR-2
2
(1) 3/8" DIA. ANCHOR THRU
BEAM INTO HOST. EACH SIDE.
CONC: 2-1/4" EMBEDMENT
WOOD: 3-1/2" EMBEDMENT
FRONT SECTION VIEW SIDE VIEW
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.
#10 x 3/4" SMS @ 6" FROM END AND
24" O.C.
(4) #10 x 3/4" SMS INTO POST, EACH
SIDE.
2" x 2" x 1/8" ( x WIDTH OF
COLUMN) ANGLE. EACH SIDE
BEAM
COLUMNPURLIN / GIRT / CHAIR RAIL ATTACHMENT
SCALE: NTS
SR-3
2
PURLIN / GIRT /
CHAIR RAIL
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.
2" x 2" x 1/8" ANGLE WITH (2) #10 x
3/4" SMS IN EACH FLANGE, EACH
SIDE (TYP)COLUMNBEAM INSIDE OF REC. CHANNEL
2" x 2" x 1/8" ANGLE WITH (2) #10 x
3/4" SMS IN EACH FLANGE INTO
MEMBER. (1) 3/8" DIA ANCHOR
THRU BEAM INTO HOST. 2-1/4"
EMBEDMENT FOR CONCRETE,
3-1/2" EMBEDMENT FOR WOOD
TOP VIEW
COLUMN TO CONCRETE CONNECTION
SCALE: NTS
SR-1
2
(1) 3/8" DIA CONCRETE
SCREW ANCHOR EACH SIDE
(2-1/4" CONCRETE
EMBEDMENT)
2" x 2" x 1/8" ( x WIDTH OF
INTERIOR REC CHANNEL)
ANGLE. EACH SIDE OF POST
SIDE VIEW
FRONT SECTION VIEW
(4) #14 x 3/4" SMS INTO POST,
EACH SIDE.
1/4" DIA x 3-1/2" CONCRETE
ANCHOR @ 12" O.C
COLUMNREC
CHANNEL
REC
CHANNEL REC CHANNEL NOT
REQUIRED ON DOOR
INSTALLATIONS
SHEETSEASIDE ENGINEERSCertificate of Authorization 320484265 60th CourtVero Beach, Florida 32967www.seasideengineers.com - (772) 202-8008 - info@seasideengineers.comProject Address: Cliff Bowen Residence19 Lake Vista TrailPort St Lucie, Florida 34952White AluminumEdward RoskePE # 722282 10/30/20