HomeMy WebLinkAboutColanerRevision090920WIDTH PER NOTES
DE
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4"
SLOPE
CR-0
2
3" 0.024" ALUM. SKIN 1-LB EPS
FOAM CORE PANELS.
(FL#12225.1)
4TH WALL ATTACHMENTROOF OVERHANG
2X
3
3X
3
2X3
2
X
3
3
X
3
2
X
3
3X
3
R
C
2X3 (TYP)
CR-0
2
SR-3
3
2X8 PT JOISTS @ 16" O.C.
DOUBLE 2X10 PT BEAM (TYP)
2X8 PT BLOCKING. (TYP)
REMOVE AND REPLACE WOOD
DECK
6X6 PT POSTS (TYP)
1X6 PT DECK BOARDS
2X8 PT RIM JOIST (TYP)
WD-4
3
WD-3
3
WINDOW/DOOR SCHEDULE
MARK
TYPE WIDTH
(INCH)
HEIGHT
(INCH)MANUFACTURER MODEL FPA # or NOA BUILDING
PRESSURE (PSF)
PRODUCT
PRESSURE (PSF)
A HORIZ. ROLLER WINDOW VARIES VARIES PGT HR-210 FPA #242.1 40.3 -43.9 ----
B SWING DOOR 36 80 PGT CD-290 FPA #331.1 40.8 -44.4 ----
ACCORDIAN SHUTTERS VARIES VARIES TOWN AND COUNTRY STREAMLINE FPA#13757.2 40.8 -44.4 100.0 -100.0
ALL DOORS AND WINDOWS SHALL BE INSTALLED PER MANUFACATURER'S SPECIFICATIONS AND WATERPROOFED PER FBC, LOCAL JURISDICTIONAL REQUIREMENTS, AND F.S. 553.842.
A
A
B
2
X
3
EXISTING OPEN DECK
THERE IS A SLEEPING ROOMS ADJACENT TO THE DECK.;
HOWEVER, EGRESS THROUGH HOST IS UNAFFECTED BY
CONVERSION TO SUNROOM. THE BEDROOM HAS AN EGRESS
WINDOW.
CATEGORY III SUNROOM
EXISTING CONDITIONED SPACE AT 0.0' ASSUMED ELEVATION
PROPOSED SUNROOM ELEVATION AT -0.33'
CR-0
2
3X3 POST (TYP)
SR-3
3
RC-4
2
3X3
3X3
3X3
2X
8
S
M
B
E
N
D
B
E
A
M
2X
6
S
M
B
E
N
D
B
E
A
M
3X3
3X3
2X
4
S
M
B
EN
D
B
E
A
M
B
2X3 (TYP)
R
C
R
C
R
C
R
C
RC
RC
RCRC
2
X
3
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BEDROOM
ENCLOSE EXISTING
OPENINGS
EXISTING SGD INTO
LIVING ROOM
EXISTING EGRESS WINDOW IN
HOST BEDROOM
TRANSOM WALL. FILL IN
WITH KICKPLATE
TRANSOM WALL. FILL IN
WITH KICKPLATE
2X
8
S
M
B
E
N
D
B
E
A
M
2X
6
S
M
B
E
N
D
B
E
A
M
TRANSOM WALL. FILL IN
WITH KICKPLATE
STAIRS WITH CONCRETE
SLAB LANDING (MIN. 3' x 3'
x 4"). EXTEND AS
REQUIRED FOR
STRINGER DEPTH AND
ATTACHMENT (TYP)
3" 0.024" ALUM. SKIN 1-LB EPS
FOAM CORE PANELS.
(FL#12225.1)
Kaycan LTD, Contessa Vinyl siding
(FL12192.5) installed per product
approval requirements
SR-7
2
SR-2
3
2
X
5
E
N
D
B
E
A
M
3X3
3
X
3
(
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P
)
R
C
R
C
R
C
R
C
R
C
R
C
R
C
R
C
RC
RC
RC
RC
RC
RC
RC
RC
3X3
3X3
3X3
3X3
STAIRS WITH CONCRETE
SLAB LANDING (MIN. 3' x 3'
x 4"). EXTEND AS
REQUIRED FOR
STRINGER DEPTH AND
ATTACHMENT (TYP)
A
A
A
A
FLOOD VENT V-1 LOCATION.
INSTALLED ON WALL BELOW
FRAMING. SHOWN HERE FOR
CLARITY (TYP)
M-5
4
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 = 160 MPH
3.Exposure Category, Paragraph 1609.4.3 : D
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 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 Residential Swimming Barrier requirements.
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
Composite
Screen Size
NONE - SUN ROOM
Foundation Design: New 12"x12" (2 #5 bar Cont.) thickened edge, 4" monolithic
slab
Concrete shall be a minimum 2,500 psi FIBERCRETE. Rebar 31" lap splice. Use 3"
chairs. Per current edition of the Florida Building Code, Residential, Section 401.4.1,
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) :
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
SHEET
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2
8
1
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.
0
8
/
1
4
/
2
0
***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) #12 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)
COLUMN TO WOOD DECK FRAMING CONNECTION
SCALE: NTS
SR-7
2
(1) 3/8" DIA LAG SCREW
ANCHOR EACH SIDE (4"
EMBEDMENT INTO WOOD
FRAMING - NOT INCLUDING
DECK BOARDS)
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 4" LAG BOLTS @
12" O.C
CO
L
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M
N
REC
CHANNEL
REC
CHANNEL REC CHANNEL NOT
REQUIRED ON DOOR
INSTALLATIONS
DECK BOARDS
DECK FRAMING
1" x 2" O.B. ATTACHED
EACH SIDE OF POST
WITH #12 x 1-1/2" SMS
@ 6" FROM BOTTOM
AND 24" O.C.
COLUMN PER PLAN. NOTCH COLUMN
TO ACCEPT CARRIER BEAM
1" x 2" O.D. ATTACH TO UPRIGHT
WITH (2) #10 x 2 1/2" SMS THRU
UPRIGHT INTO SCREW BOSSES
PLUS #10 x 1 1/2" SMS 6" FROM
EACH SIDE OF UPRIGHT AND
TYPICAL AT 24" O.C. MAX
DETAIL AT CORNER
(PLAN VIEW)
ATTACH INSIDE FACE OF BEAM WITH COLUMN
USING 2" x 2" x 1/8" x BEAM DEPTH LONG ANGLE
WITH (8) #14 x 3/4" SMS INTO UPRIGHT AND (2)
1/2" DIA THRU BOLT WITH NYLOCK JAM NUT (JAM
NUT WITH THREADLOCKER MAY BE USED, IN
LIEU) INTO CARRIER BEAM. DO NOT OVER
TIGHTEN. TIGHTEN ONLY UNTIL CONTACT.
RC-4a
2
CARRIER BEAM TO COLUMN CONNECTION
SCALE: NTS
NOTE: IGNORE 1" X 2" O.B. AND CONNECTION IF SCREEN ISN'T BEING INSTALLED
7 3 4" MAX.
RISER HEIGHT
1" NOSING
11" MIN. TREAD DEPTH
DECK STAIRS
SCALE: NTS
WD-5
2
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8
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0
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***NOTE - NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS***
COLUMN/BEAM/JOIST ATTACHMENT
SCALE: NTS
WD-2
3
H1Z
H2.5Z
ATTACH POST TO FOUNDATION WITH
SIMPSONS ABU66Z FOR 6X6 POST
(ABU44Z FOR 4X4 POST)
PT POST PER PLAN
ATTACH POST TO BEAM WITH
SIMPSON BC46 (BC4 FOR 4X4 POST).
ADD FILLER AS REQUIRED.
BEAM PER PLAN. 6" MAX CANTILEVER
JOISTS PER PLAN
ATTACH JOIST TO BEAM WITH
SIMPSON H1Z (H2.5Z ON BEAM EDGE)
CONNECT DOUBLE BEAM WITH #10 x
2-1/2" EXTERIOR WOOD SCREWS @ 6"
FROM ENDS AND 12" O.C.
STAGGERED
JOIST ATTACHMENT TO RIM JOIST OR LEDGER
SCALE: NTS
WD-3
3
ANGLED JOISTS: SIMPSON LS70Z (LS50Z FOR 2X6 JOISTS)
JOISTS AT EDGE: SIMPSON LUC28Z (LUC26Z FOR 2X6
JOISTS)
TYPICAL JOIST: SIMPSON LUS28Z (LUS26Z FOR 2X6
JOISTS)
JOIST
DECK BOARDS PER PLAN. SPACE FOR 1/8" FINAL GAP.
ADJUST FOR PT DRYING AND SHRINKAGE.
#10 x 2-1/2" 305SS DECK SCREWS FLAT HEAD
DECK ATTACHMENT
SCALE: NTS
WD-4
3
BLOCK AT MIDSPAN. STAGGER
BETWEEN JOISTS. SCREW ENDS WITH
(2) #10 x 2-1/2" EXTERIOR WOOD
SCREWS
PURLIN / GIRT / CHAIR RAIL ATTACHMENT
SCALE: NTS
SR-3
3
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)
CO
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N
BEAM 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 HOST CONNECTION
SCALE: NTS
SR-2
3
(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
CO
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N
CARRIER BEAM
PER PLAN
TRANSOM WALL
UPRIGHT PER
PLAN
2" x 2" x 1/8" x
BEAM DEPTH
INTERNAL ALUM
RECEIVING
CHANNEL W/ (4)
#14 x 3/4" EACH
FLANGE
RECEIVING
CHANNEL WITH
MIN. (2) #12 X 3
4"
SMS TO COVER
OPEN END
TW-5
3
TRANSOM WALL ON BEAM
SCALE: NTS
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***NOTE - NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS***
MAX SPACING BETWEEN POSTS = 8FT
MI
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PICKETS PER PLAN
TOP RAIL PER PLAN
POSTS PER PLAN
BOTTOM RAIL PER PLAN
4"
MAX.
4" MAX. (2" POOL BARRIER)
TYPICAL RAILING PROFILE
SCALE: NTS
R-1
4
FLOOD VENT SCHEDULE
MARK VENT SIZE W x L MANUFACTURER MODEL COVERAGE
V-1 16"8"NON-ENGINEERED NON-ENGINEERED 128 SQFT
PROPOSED FLOOR AREA = 222 SQFT, REQUIRING MINIMUM 2 VENTS. 5 PROVIDED
NOTE: BOTTOM OF FLOOD VENT MUST BE NOT HIGHER THAN 12" ABOVE ADJACENT GRADE
TYPICAL SKIRTING PROFILE
SCALE: NTS
M-5
4
12" MAX.
FLOOD
VENT
SEE PLAN VIEW FOR VENT LOCATIONS
DECK FRAMING
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VINYL SIDING (BREAKAWAY) SKIRTING. INSTALL
PER MANUFACTURER'S REQUIREMENTS.
·2X4PT TOP PLATE, BOTTOM PLATE,
BLOCKING, AND STUDS (@ 16" O.C.)
·END NAIL EACH STUD TO PLATE (AND
BLOCKING TO STUDS) WITH (2) 16d
RING-SHANK NAILS
·NAIL TOP PLATE TO BOTTOM OF FRAMING
WITH (1) 16d RING-SHANK NAIL @ 16" O.C.
·FACE NAIL STUD TO COLUMN WITH (1) 16d
RING-SHANK NAIL @ 16" O.C.
·MAXIMUM 8' O.C. COLUMN SPACING
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OFFICE USE ONLY:
DATE FILED: _____________________________ PERMIT # _______________________________
REVISION FEE: ___________________________ RECEIPT # ______________________________
______________________________________________________________________________________________
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
___________________________________________________________________________________
___________________________________________________________________________________
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
___________________________________________________________________________________
___________________________________________________________________________________
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: ______________________ ST. LUCIE CO CERT. #: ____________
BUSINESS NAME: _________________________________________________________________
QUALIFIERS NAME: ________________________________________________________________
ADDRESS: _______________________________________________________________________
CITY: _______________________ STATE: _______________ ZIP: _______________________
PHONE (DAYTIME): ________________________ FAX: _____________________________
OWNER/BUILDER INFORMATION:
NAME: ____________________________________________________________________________
ADDRESS:__________________________________________________________________________
CITY: _____________________________ STATE: __________ ZIP: __________________
PHONE (DAYTIME: ___________________________ FAX: _____________________________
ARCHITECT/ENGINEER INFORMATION:
NAME: ____________________________________________________________________________
ADDRESS: _________________________________________________________________________
CITY: _____________________________ STATE: ____________ ZIP: ___________________
PHONE (DAYTIME): ___________________________ FAX: ____________________________
SLCCC: 9/23/09
Revised 06/30/17