HomeMy WebLinkAboutRevisions; Engineering to reflect Product ApprovalOFFICE USE ONLY:
DATE FILED:
REVISION FEE:
PERMIT # 1909-0457
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:
10725 S OCEAN DR, Unit 18, Jensen Beach
�ECEleD
r,UN
s1 � 2021
p0044 C�9ullv
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
Revised Engineering to reflect new Product Approval referencing FL14610.4 as product for Horiz. Roller Windows from EMS
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CBC 025116
BUSINESS NAME: White Aluminum
QUALIFIERS NAME: Kari Kandel
ADDRESS: 2933 SE Grand Park Way
CITY: Stuart
PHONE (DAYTIME): 772-212-1400
STATE: FL
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME:
STATE:
ARCHITECT/ENGINEER INFORMATION:
NAME: Seaside. Engineers
ADDRESS: 4265 60th Court
CITY: Vero Beach
PHONE (DAYTIME): 772-202-8008
SLCCC: 9123109
Revised 06130/17
STATE: FL
ST. LUCIE CO CERT. #:
ZIP: 34990
FAX:
ZIP:
rAx:
FILE COPY
ZIP: 32967
fISEASIDE
— ENGINEERS —
Civil and Structural Engineering
August 23, 2021
RECEIVED
AUG 31 2021
St. Lucie County
Permitting
Building Official
St. Lucie County Building Department
121 SW Port St. Lucie BLVD, Building B
Port St. Lucie, Florida
RE: 10725 S. Ocean Drive, Jensen Beach, FL 34997 vioI
Permit: S C C , q�q 0 y�-7
Dear Sir/Madam,
Because of product availability, the horizontal sliding window (ID "A" on the window/door schedule)
identified on the reference permitted plan is changed to the following:
Eastern Architectural Systems, Series 3241 Vinyl Horizontal Sliding Window (FL14610.4) Product
allowable pressure = +/- 50.0 PSF
Please contact me if there a any questions or comments.
o ke rPE, LEib*/ P ( Principal Engineer
Q2)`202-8008
S�t�G.-:s� edwardCclSeasideEngineers com
�/ lS' ej •eeeae �N'
�61/,' 9/VAL ENCa�
4265 601 Court * Vero Beach, Florida 32967 * (772) 202-8008 *info@seasideengineers.com
www.seasideengineers.com
Riirrl►"
9
DesiJh Parameters
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: 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,
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 Al85
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 recommendation:
1.5. Moist cure or polyethylene curing required.
1.5. 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 e
bituminous paint or epoxy.
1.8. Fiber reinforced concrete per ASTSM C1116 is an acceptable alternative tc
6X6 W1.4NV1.4 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
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.
Roof Type
Screen Size
Composite
NONE - SUN ROOM
ALUMINUM MEMBER DIMENSIONS
HOLLOW SECTIONS
SELF MATING BEAM (SMB)
2 x2: 2"x2"x 0.D46"
2x4SMB: Y'x4"x 0.044" x 0.100"
2 X3: 2'x3"x 0.050'
2X 5 SMB: 2"x S'x 0.050"x0.100'
2x4: 2" x4"x0.050"
2x6SMB: T'x6"x0.050"x0.120'
COLUMNS
2x5: 2"x S'x 0.D50"
2x7SMS: 7'x T'x 0.05T' x 0.120'
3x3: T 3"x 0.125"
2 x 8 SMB: Z'x 811x 0.072"x0.124"
4x4: 4"x4"x0.125'
OPEN BACK SECTIONS
2x9 SMB: 2" x 9" x 0.07Y'X 0.124"
6x 6: 6"x6"x 0.126'
1 x 2: 1"x 2' x 0.040"
2 x 10 SMB: 2" x 10"x0.092" x 0.398"
1 x 3: 1" x 3" x 0.W'
MINIMUM FASTENER EDGE DISTANCE
:12" KB: KNEE BRACE
SNAP SECTIONS
MINIMUM FASTENER SPACING: 3/4" RC: REC. CHANNEL
2 x 2 Snap: 2" x Z' x 0,045"
CONCRETE SCREW ANCHOR: SHEET MATEL SCREWS (SMS) :
2 x 3 Snap: 2" x 3" x 0.0601,
SIMPSON TITEN HD OR EQUIVALENT ITW BUILDEX OR EQUIVALENT
2 x4 Snap: 2"x4'x0.046'
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.
STAIRS WITH CONCRETE
SLAB LANDING (MIN. 3' x 3'
F x4"). EXTEND AS
a
M-5
[TYP)4
FLOOD VENT V-1 LOCATION.
INSTALLED ON WALL BELOW
FRAMING. SHOWN HERE FOR
CLARITY (TYP)
D-
3
REMOVE AND REPLACE WOOD
DECK
DOUBLE 2X10 PT BEAM (TYP)
2X8 PT RIM JOIST (TYP)
2X8 PT JOISTS @ IS-O.C.
2X8 PT BLOCKING. (TYP)
6X8 PT POSTS (TYP) 1X6 PT DECK BOARDS STAIRS WITH CONCRETE
SLAB LANDING (MIN. 3'x 3'
x EXTEND AS I-MMIN
REQUIRED FOR I -
STRINGER DEPTH AND 36
ATTACHMENT (TYP)
REQUIRED FOR
STRINGER DEPTH AND
ATTACHMENT
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NOTES:
1. CONCRETE SLAB SHALL BE INSTALLED ONLY ON CWPACIFD, WELL GRADED CLEAN SAND FILL
Z PER CURRENT EDITION OF THE FLORIDA BUILDING CODE. RESIDENTIAL. SECTION 401.4.1, SODS 7EMM
IS NOT REWIRED FOR DESIGN I S= THE PRESUMPTIVE BEARING PRESSURE OF 1.50D PSF.
3. CONCRETE SHALL BE PROPERLY AND ADEQUATELY CONSOLIDATED TO ROAM ALL VOIDS IN BLOCK
CELLS AND AROUND REINFORCEMENT.
4. REBAR SHALL HAVE A 31• LAP SPLICE. USE 3• CWM 70 MAINTAIN 3• CLEARANCE FROM THE SOIL
THICKENED EDGE SLAB ON GRADE
3" 0.024°'ALUM. SKIN 1-LB EPS
FOAM CORE PANELS.
(FL912225.1)
Keycap LTD, Canhssa Vinyl siding
IInstalled per product
approval requirements
G O�� a -
TRANSOM
WALL FILL IN
WITH KICKPLATE
Qi y� Cco
6'•• � �
rg yW
ow n
W !r•Q�
0;v d
Oo2�
N
N
O
110
TRANSOM WALL FILL IN
WITH KICKPLATE
w Igtm 3X3 p
O z 3X3 - a
I
W A'-0IL-
m
0
Z
m
W
3X3
�
W
W
m
m
w
w
�
g
0)
N
3X3
3" 0.024"ALUM. SKIN 1-LB
EPS
TRANSOM WALL FILL IN
FOAM CORE PANELS.
WITH KICKPLATE
(FL#1222s.1)
R�grI5ION
WINDOW/DOOR SCHEDULE
MARK
Q
TYPE
WIDTH
(INCH)
HEIGHT
(INCH)
MANUFACTURER
MODEL
FPA#or NOA
PR R
60 PRODUCT
PRESSURE (PSF)
A
HOR17 ROLLER WINDOW
VARIES
VARIES
EMS
HR3241
FL#14610A
40.3
-43.9
+50
50
8
SWINGDOOR
36
80
PGT
CD•290
FL#331.1
40.8
1 -44.4
+50
50
ACCORDIAN SHUTTERS
VARIES
VARIES
TOWN AND COUNTRY
STREAMLINE
FL#13757.2
40.8
-44.4
100.0
1 -100.0
ALL DOORS AND WINDOWS SHALL BE INSTALLED PER MANUFACATURER'S SPECIFICATIONS AND WATERPROOFED PER FBC, LOCAL JURISDICTIONAL REQUIREMENTS, AND F.B. 553.842.
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- NOT ALL DETAILS ARE USED FOR THIS
FLAGS, 4" FROM ENDS 8 18" O.C. MAX. 1- MIN ------
LONGER THAN THE PANEL THICKENESS. W/
NEOPRENE WASHER ON EACH LAG
3" X 0.082 ALUM
RECEIVING CHANNEL W/
#12 X 3/4" TOP AND
BOTTOM AS END CAP
(2) 3/8" DIA THRU
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.
NOTCH UPRIGHT OR POST
TO ACCEPT BEAM. SEE
PLAN SHEET FOR MEMBER
INFORMATION
COMPOSITE ROOF TO BEAM
2 SCALE:NTS
FLASHING - INSTALL UNDER EXISTING DRIP,
EDGE
#14 X 3/4" SMS @ 6" O.C. TOP AND BOTTOM
W/ 1-1/2" DIA. NEOPRENE WASHER @ TOP
SCREW ONLY
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
(2) 1/4" DIA. X 3" LAG SCREWS @ 6" D.C.-
COMPOSITE PANEL -
RECEIVING CHANNEL -
11" MIN. TREAD DEPTH
ATTACH INSIDI
USING 2" x 2" x 1
1" NOSING
NTH (8) #14 x
1/2" DIA THRU BO
A
UT NTH TH
N LIEU) INTC
TIGHTEN.'
7314"Q AX
RISER HEIGHT
COLU
ul
RAMING (MAY
FERENT THAN
ILLUSTRATED)
SIMPSON LU�C28Z ON
/ 1x TRIM BOARD AS DESIRED
1x WOOD RISER AS DESIRED
`•
2x PT WOOD OR COMPOSITE
TREAD
Q'i •2i
`,1
2x4 PT NAILER ANCHORED TO
CONCRETE SLAB OR WOOD DECK
GQ
2X12 PT STRINGERS O 16"
D.C. MAX SPACING (12" O.C.
FOR COMPOSITE DECKING)
DECK STAIRS
2 SCALE:NTS
1" x 2" O.B.
EACH SIC
WITH #12 x
@ 6° FRC
AND 24" O.C.
SHIM AS NECESSARY IF
OTHER THAN A PLUMB
CUT FASCIA
. - D`• • (2) 1/4" x 3" LAG SCREWS, 6"
•'" FROM END & @ 16" O.C.
CONC.
• • (2) 1/4" DIA, x 2 1/4"
- •3mmom CONCRETE
'"• j SCREWANCHOR,W
FROM END & @ 16" O.C.
CR-1 COMPOSITE ROOF TO HOST
2 SCALE:NTS
NOTE: IGNORE 1" X 2" O.B. AND CONNECTION IF SCREEN ISN'T BEING INSTALLED
C-4 CARRIER BEAM TO COLUMN CONNECTION
2 SCALE: NTS
OPTION 1>
(4) #10 x 1-1/2" SMS INTO
SCREW BOSSES (TYP)
SNAP OR--'
SELF -MATING BEAM
ONLY
#10 x 3" WOOD SCREWS @
ENDS & 12" O.C.
CONC.
1/4" DIA. x 3" CONCRETE SCREW
ANCHOR @ 5-FROM ENDS & 24" O.C.
OPTION 2:
2" x 2" x 118" ANGLE WITH (2) #10 x
3/4° SMS IN EACH FLANGE, EACH
SIDE (TYP)
/ r—PURLIN / GIRT/CHAIR RAIL
PURLIN / GIRT / 0.13 TO HOST CONNECTION
2 SCALE:NTS
2"x2"x1/8"(xWDTHOF
INTERIOR REC CHANNEL)
ANGLE. EACH SIDE OF POST
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(4) #14 x 3/4" SMS INTO POST,
EACH SIDE.
O IV
O O
i
\ ECK BOARDS
ECK FRAMING
SIDE VIEW
1/4" DIA x 4" LAG BOLTS @
12" O.0
(1) 3/8" DIA LAG SCREW
ANCHOR EACH SIDE (4"
EMBEDMENT INTO WOOD
z
FRAMING - NOT INCLUDING
DECK BOARDS) REC
CHANNEL e
U
REC
FRONT SECTION VIEW
REC CHANNEL NOT
REQUIRED ON DOOR
INSTALLATIONS
(SR-7 COLUMN TO WOOD DECK FRAMING CONNECTION
2 SCALE:NTS
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JOISTS PER
ATTACH JOIST TO BEAM WITH
SIMPSON H1Z (H2.5Z ON BEAM EDGE)
BEAM PER PLAN. 6"
ATTACH POST TO BEAM WITH
SIMPSON BC46 (BC4 FOR 4X4 POST).
ADD FILLER AS REQUIRED.
PT POST PER
ATTACH POST TO FOUNDATION
SIMPSONS ABU66Z FOR BX61
(ABU44Z FOR 4X4 F
COLUMN/BEAM/JOIST ATTACHMENT
3 SCALE: NTS
BLOCK AT MIDSPAN. STAGGER
BETWEEN JOISTS. SCREW ENDS WITH
(2) #10 x 2-112" EXTERIOR WOOD
SCREWS
CONNECT DOUBLE BEAM WITH #10 x
2-1/2" EXTERIOR WOOD SCREWS @ 6"
FROM ENDS AND 12" O.C.
STAGGERED
(4) 910 x 3/4" SMS INTO POST, EACI 1 #10 x 3/4• SMS @ 6" FROM END AND
SIDE. 24' O.C.
BEAM
O
O
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v
O O
A O
FRONT SECTION VIEW
SIDE VIEW
rX2,"X
(x WIDTH OF
COLUMN) ANGLE. EACH SIDE
(1) 318" DIA. ANCHOR THRU
WOOD:
BEAM INTO HOST. EACH SIDE
#10 x W WOOD SCREWS @ 6" FROM
ENDS & 12' O.C.
CONC: 2-1/4" EMBEDMENT
CONC.
WOOD: 3-1/2" EMBEDMENT
1/4" DIA, x 3" CONCRETE SCREW
ANCHOR @ 6-FROM ENDS & 24" O.C.
SR-2 COLUMN TO HOST CONNECTION
3 SCALE:NTS
-----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)
-3 JOIST ATTACHMENT TO RIM JOIST OR LEDGER
3 SCALE: NTS
2" x 2" x 1/8" ANGLE WITH (2) #10 x
3/4" SMS IN EACH FLANGE, EACH
SIDE (fYP) 2" x 2" x 1/8" ANGLE WITH (2) #10 x
314" SMS IN EACH FLANGE INTO
MEMBER. (1) 3/8" DIA ANCHOR
THRU BEAM INTO HOST. 2-1/4"
PURLIN / GIRT / EMBEDMENT FOR CONCRETE,
CHAIR RAIL 3-1/2" EMBEDMENT FOR WOOD
BEAM INSIDE OF REC.
#10 x 3" WOOD SCREWS I<
ENDS & 12" O.C.
CONC.
1/4' DIA. x 3" CONCRETE SCREW
ANCHOR @ STROM ENDS & 24" O.C.
TOP VIEW
SR-3 PURLIN / GIRT / CHAIR RAIL ATTACHMENT
Q3j SCALE: NTS
HECK BOARDS PER PLAN. SPACE FOR 1/8" FINAL GAP.
ADJUST FOR PT DRYING AND SHRINKAGE.
410 x 2-1/2' 305SS DECK SCREWS FLAT HEAD
JOIST
DECK ATTACHMENT
3 SCALE: NTS
TRANSOM WALL
UPRIGHT PER
PLAN
2"x2"x1/8"x
BEAM DEPTH
INTERNALALUM
RECEIVING
CHANNEL W/ (4)
#14 x 314" EACH
FLANGE
CARRIER BEAM
PER PLAN
TRANSOM WALL ON BEAM
3 SCALE: NTS
••••ease••
W w • ••• �:� o.
y �!/ LLco
6-•i
RECEIVING
CHANNEL WI
MIN. (2) #12 X i" w
SMS TO COVER �`
OPEN END
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NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS' FLOOD VENT SCHEDULE
MARK VENTSREf.L MANUFACTURER MODEL COVERAGE
V-1 76° B' NON -ENGINEERED INOWENGINEEREO 1128 SOFT
PROPOSED FLOOR AREA =222 SOFT, REQUIRING MINIMUM 2 VENT5.5 PROVIDED
NOTE: BOTTOM OF FLOOD VENT MUST BE NOT HIGHER THAN 12 ABOVE ADJACENT GRADE
4"
MAX
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4" MAX:
(2" POOL BARRIER)
k--MAX SPACING BETWEEN POSTS = 8FTA
R-1 TYPICAL RAILING PROFILE
4 SCALE: NTS
TOP RAIL PER PLAN
PICKETS PER PLAN
Z
--POSTS PER PLAN
JO
�—BOTTOM RAIL PER PLAN
/
U
• 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
DECK FRAMING ' c
SEE PLAN VIEW FOR VENT LOCATIONS
M'5 TYPICAL SKIRTING PROFILE
4 SCALE:NTS
VINYL SIDING (BREAKAWAY) SKIRTING. INSTALL
PER MANUFACTURER'S REQUIREMENTS.
Go
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