HomeMy WebLinkAboutLetter; Construction Plan AdjustmentsM
SEASIDE
-- ENGINEERS —
Civil and Structural Engineering
September 23, 2019
Angela Staples
White Aluminum — Palm City
519 NW Enterprise Drive #1607
Port St. Lucie, FL 34986
RE: Colaner Residence —10725 S. Ocean Drive, Jensen Beach
Ms. Staples,
You have requested that I prepare a construction plan for the above referenced property to enclose a
portion of the residence with a Type III sunroon and also enclose existing openings in the host structure.
The adjacent room is a sleeping room; however, gress °ui cl ange,�,,_, fh proposed-constru as
t�hrsr'"`e�is aq�al q_ te—gr�ess path. Additionally, the proposed construction is compliant with Housing and
Urban Develo regulations. Please direct the building official to contact me if there are any
questio c6rrr Osi��/*
Sincte�®.•��GE Sic• • e� /
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4265 60th Court * Vero Beach, Florida 32967 * (772) 202-8008 *info@seasideengineers.com
www.seasideengineers.com
LEGAL DESCRIPTION
LOT 18, BLOCK A, HOLIDAY OUT OF AMERICA AT ST. LUCIE, INC., ACCORDING TO THE PLAT
THEREOF, AS RECORDED IN PLAT BOOK 14, PAGE 28, OF THE PUBLIC RECORDS OF ST.
LUCIE COUNTY, FLORIDA; LESS AND EXCEPT A PORTION OF SAID LOT 18, BLOCK A, WHICH
LIES NORTHWESTERLY OF THAT "PROPOSED OWNERSHIP LINE" AS SHOWN ON EXHIBIT
"A"ATTACHED HERETO, WHICH PORTION OF LOT 18, BLOCKA BEING LESSED OUT IS
DESCRIBED AS FOLLOWS. BEGINNING AT THE WESTERLY PLATTED COMMON CORNER OF
LOT 17 AND LOT 18, BLOCK A OF SAID PLAT BOOK 14, PAGE 28, THENCE RUN N31 °41'46"E
(PLAT BEARING) ALONG THE PLATTED COMMON LINE FOR SAID LOT 17 AND LOT 18,
BLOCK A, A DISTANCE OF 85.36 FEET TO THE EASTERLY PLATTED COMMON CORNER OF
SAID LOT 17 AND LOT 18, BLOCK A,; THENCE RUN S23°49'31 "E ALONG THE PLATTED
EASTERLY LINE OF SAID LOT 18, BLOCK A, A DISTANCE OF 12.00 FEET TO A POINT;
THENCE RUN ALONG A "CLOSING LINE" S38°51'16"W A DISTANCE OF 79.18 FEET TO THE
POINT OF BEGINNING.
Flood Zone: AE
Community Number:120285
Panel:12111 C0314
Suffix: J
Base Flood Elevation: 8 (NAVD88)
FIRM Date: 2-16-2012
FIRM Effect./Rev Date: 2-16-2012
Iirt67l0W
1. LEGAL DESCRIPTION PROVIDE BY CLIENT
2. NO SEARCH OF THE PUBLIC RECORD FOR THE PURPOSE OF
ABSTRACTING TITLE WAS PERFORMED BY THIS OFFICE
3. NO SUBSURFACE IMPROVEMENTS WERE LOCATED AS PART
OF THIS SURVEY
4. ALL ANGLES AND DISTANCES SHOWN HEREON ARE BOTH
RECORD AND MEASURED UNLESS OTHERWISE NOTED
FOUND 1/2.
IRON ROD
FOUND 1/211
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LOT 19
BLOCK A MIN. Sri BA},K
FRONT
SIDES
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LOCATION MAP
NOT TO SCALE
LEGEND
A/C
AIR CONDITIONER
B.F.P.
BACKFLOW PREVENTER
C.B.S.
CONCRETE BLOCK STRUCTURE
EL.
ELEVATION
F.F.
FINISHED FLOOR
I.D.
IDENTIFICATION
L
LENGTH
L.B.
LICENSED BUSINESS
M
MEASURED
N.T.S.
NOT TO SCALE
N&D
NAIL & DISC
N.A.V.D.NORTH AMERICAN VERTICAL DATUM
N.G.V.D.NATIONAL GEODETIC VERTICAL DATUM
O.R.B.
OFFICIAL RECORDS BOOK
PSM
PROFESSIONAL SURVEYOR AND MAPPER
P.R.M.
PERMANENT REFERENCE MONUMENT
PG.
PAGE
P.B.
PLAT BOOK
PK
PARKER KYLON NAIL
R
RADIUS
TAN
TANGENT
T.B.M.
TEMPORARY BENCH MARK
q
CENTERLINE
AND
#
NUMBER
0
DELTA OR CENTRAL ANGLE
• *• -
CONCRETE
ORIGINATION BENCHMARK
ST. LUCIE COUNTY
BRASS DISK "G-308 "
N.A.V.D. ELEVATION = 4.41'
REVISIONS:
1. ADDED SITEPLAN: 11-05-2019
2. REVISED SITE PLAN: 11-19-2019
3. ADDRESS COMMENTS:12-05-2019
SURVEYORS CERTIFICATE: EREBY CERTIFY THAT THIS BOUNDARY �
�URVEY IS A TRUE AND CORRECT
REPRESENTATION OF A SURVEY PREPARED
UNDER MY DIRECTION. NOT VALID WITHOUT
A RAISED EMBOSSED E/A�A�NDiSIGNATURE.
KENNETH J. OSBORNE
PROFESSIONAL SURVEYOR AND MAPPER #6415
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NOTE: THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES. DRAWING NOT TO
Design Parameters SCALE. USE DIMENSIONS GIVEN. CABLE BRACING MAY TERMINATE AT SLAB
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk IN DIFFERENT LOCATION. MAINTAIN ANGLE PER DETAIL.
Category 1.
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region 8L 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. ,_9A
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 Mil
3. ASCE 7-10 36
General Notes r
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 y
subject to approval. 9
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 314" 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
4 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 recommendation:
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 e
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
Foundation Design: New 12"x12" (2 #5 bar Cont.) thickened edge, 4" monolithic
slab
Concrete shall be a minimum 2,500 psi FIBERCRETE. Reber 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 ISMS)
2x2: 20x 2"x 0.046"
2x4SMB: 2x4"x0.044"x0.100'
2 x 3: 2' x 3' a 0.05("
2 x 5 SMB: 2x5'x O.050'x0.10G'
2x4: 2"x4"x0.05W
2x6SMB: rx6"x0.0S0'x0.120'
COLUMNS
2x5: 2"x 5'x 0.050'
2x7SMS: rx7"x 0.057"x0.120.
2xSSMB: r x 8'x 0.072 x 0.124'
2x9'xO.072"x0.124'
3x3: 31x31x0.125"
4x4: 4'x41x0.125"
OPEN BACK SECTIONS
1 x2: 1'x2'xO.040'
2x9SMB:
2x 10 SMB: rx10'x0.092'x0,998,
6 x 6: 6' x 6' x 0.125,
1 3: 1' x 3' x 0.045
MINIMUM FASTENER EDGE DISTANCE :112' BRACE
MINIMUM FASTENER SPACING: 314" RC: RECECHANNEL
AP SECTIONS
�2x2SIi.p: 2'x2"x0.045'
CONCRETE SCREW ANCHOR: SHEETMATEL SCREWS ISMS):
3 Snap: 2" x 3x 0.050,
4 Snao: 2'x4"x 0.045"
SIMPSON TITEN HD OR EQUNALENT ITW BUILDER OR EQUIVALENT
REMOVE AND REPLACE WOOD
DECK
DOUBLE ZX10 PT BEAM (TYP)
2X8 PT RUA JOIST (TYP)
2X8 PT JOISTS ® i6" O.C.
2X8 PT BLOCKING. (TYP)
axe PT POSTS OW)
1X6 PT DECK BOARDS
STAIRS WITH CONCRETE
SLAB LANDING (MIN. T x 3•
x 4"). EXTEND AS
REQUIRED FOR
STRINGER DEPTH AND
ATTACHMENT (TYP)
STAIRS WITH CONCRETE -/
SLAB LANDING (MIN. Tx 3'
x 41. EXTEND AS MIN.
REQUIRED FOR
STRINGERDEPTHAND
ATTACHMENT(rYP)
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CONCRETE SLAB SHALL BE PWALIID ONLY ON CDMPACIED. WELL GRADED CLEW SAND FILL
2. PER DIAAti MIXIN OF THE F1.OWDA BUI DIN0 CODE. RESIDENTIAL SECTION 401.4.1. SOLS 7ESIM
IS NOr REMIRFA FOR OEM USING THE PRESIJMPIIVE BEARNO PRESSURE OF 1.5W PSF.
3. CONCRETE SHALL BE PROPERLY AIM AOEOUATELY CONSOl1GATED TO REMOVE ALL VOIDS IN MOCK
CE11S AND AROWID REI FORCEMEMr
4. REPAR SHALL HAVE A 31" LAP SPUCE USE 3' C10aRi 70 W01rAN 3' CLEARANCE FROM THE SOIL
THICKENED EDGE SLAB ON GRADE
3' 0.024' ALUM. SKIN 14-B EPS
FOAM CORE PANELS.
(FL#12225.1)
Kaycan LTD, Contessa Mnyl siding
(FL12192s) Entailed per product
approval requi-ras
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WINDOW/DOOR C EDULE
MARK
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TYPE
HEIGHT
(INCH)
FACTURER
MODEL
LNG
PRESSOR---
PRODUCT
PRESSURE(PSF)
A
HORIZ ROLLER WINDOW
EONCH)
VARIES
POT
HR-210
FPA1t1A2.1
-
B
SWING DOOR
80
PGT
CO.290
FPA#331.1
40.8
-44A-
-
ACCORDIANSHUTTERS
VARIES
TOWNANDCOUNTRY
STREAMLINE
FPA#137572
40.8
•44.4
300.0
-100.0
ALL DOORS AND WINDOWS SHALL BE INSTALLED PER MANUFACATURERS SPECIFICATIONS AND WATERPROOFED PER FBC, LOCAL JURISDICTIONAL REQUIREMENTS, AND F.S.553R42.
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- NOT ALL DETAILS ARE USED FC
"LAGS, 4" FROM ENDS & 18" O.C. MAX. 1" MIN
LONGER THAN THE PANEL THICKENESS. W/
NEOPRENE WASHER ON EACH LAG
SEE
FLASHING - INSTALL UNDER EXISTING DRIP
EDGE
914 X 3/4" SMS @ 6" O.C. TOP AND BOTTOM
• ' W/ 1-1/2" DIA, NEOPRENE WASHER @ TOP
SCREW ONLY
3" X 0.082 ALUM
RECEIVING CHANNEL WI
#12 X 3/4" TOP AND
BOTTOM AS END CAP
(2) 3/8" DIA THRU BOLTS -
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
1 INFORMATION
CR-0 COMPOSITE ROOF TO BEAM
2 SCALE:NTS
I I" MIN. TREAD DEPTH
!"NOSING
ti
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7 %" MAX.
RISER HEIGHT
17
DECK FRAMING (MAY
OOK DIFFERENT THAN
ILLUSTRATED)
SIMPSON WC28Z ON
ROOF PANEL
.1" X 1" X 1/8" ALUM ANGLE (2) 1/4" DIA. X 3" LAG SCREWS @ 6"
W/ (3) #12 X 3/4" SMS IN COMPOSITE Pi
FLANGE INTO UPRIGHT. RECEIVING CHAP
(BOTH SIDES OF UPRIGHT)
SHIM AS NECESSARY IF
OTHER THAN A PLUMB
CUT FASCIA
BEAM. SEE PLAN SHEET
FOR MEMBER . • WOOD:
INFORMATION (2) 1I4" 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.
1x TRIM BOARD AS DESIRED
lx WOOD RISER AS DESIRED
2x PT WOOD OR COMPOSITE
V,
TREAD
Q
94
2x4 PT NAILER ANCHORED TO
y
CONCRETE SLAB OR WOOD DECK
H
ca
2X12 PT STRINGERS O 16"
C. MAX SPACING (12- O.C.
FOR COMPOSITE DECKING)
CI- DECK STAIRS
2 SCALE:NTS
CR-1 COMPOSITE ROOF TO HOST
2 SCALE:NTS
ATTACH INSIDE
USING 2"x2"xi
WITH (8) #14 x
112" DIA THRU SO
NUT WITH TH
LIEU) INTO
TIGHTEN. I
COLU
`--1"x 2" O.D. ATTACH TO UPRIGHT
WITH (2) #10 x 2 1/2" SMS THRU
UPRIGHT INTO SCREW BOSSES
1" x 2" O.B. ATTACHE PLUS #10 x 1 112" SMS 6" FROM
EACH SIDE OF POST EACH SIDE OF UPRIGHT AND
WITH #12 x 1-1/2" SMS TYPICAL AT 24" O.C. MAX
@ 6" FROM BOTTOM
AND 24" O.C.
NOTE: IGNORE 1" X 2" 0.13, AND CONNECTION IF SCREEN ISN'T BEING INSTALLED
C-4 CARRIER BEAM TO COLUMN CONNECTION
2 SCALE:NTS
o Id
e
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 @ 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)
/ I PURLIN / GIRT! CHAIR RAIL
M-1 PURLIN / GIRT / 0.13 TO HOST CONNECTION
2 SCALE:NTS;
2" x 2" x 1/8" (x WIDTH OF
INTERIOR REC CHANNEL)
ANGLE EACH SIDE OF POST (4) #14 x 314" SMS INTO POST,
EACH SIDE.
O
O O
ECKBOARDS
ECK FRAMING
SIDE VIEW
1/4" DIA x 4" LAG BOLTS @
12" O.0
(1) 3M' DIA LAG SCREW
ANCHOR EACH SIDE (4"
EMBEDMENT INTO WOOD z
FRAMING - NOT INCLUDING REC
DECKBOARDS) REC
CHANNEL CHANNE EccHANNELNOT
REQUIRED ON DOOR
INSTALLATIONS
FRONT SECTION VIEW
SRJ' COLUMN TO WOOD DECK FRAMING CONNECTION
2 SCALE:NTS
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DTE - NOT ALL DETAILS ARE
JOISTS PER PLAN
ATTACH JOIST TO BEAM WITH
SIMPSON H1Z (H2.5Z ON BEAM EDGE)
BEAM PER PLAN. W MAX CANTILEVER
ATTACH POST TO BEAM WITH
SIMPSON BC46 (BC4 FOR 4X4 POST).
ADD FILLER AS REQUIRED.
PT POST PER
ATTACH POST TO FOUNDATION
SIMPSONS ABA66Z FOR 6X6 1
(ABA44Z FOR 4X4 F
PROJECT
�- COLUMN/BEAM/JOIST ATTACHMENT
3 SCALE:NTS
(4) #10 x 3/4' SMS INTO POST,
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FRONT SECTION VIEW
318" DIA. ANCHOR THRU
4M INTO HOST. EACH SIDE.
CONC: 2-1/4" EMBEDMENT
WOOD: 3-112" EMBEDMENT
SIDE.
BLOCK AT MIDSPAN. STAGGER
BETWEEN JOISTS. SCREW ENDS WITH
(2) #10 x 2-1/2" EXTERIOR WOOD
SCREWS
CONNECT DOUBLE BEAM WITH #10 x
2-1/2" EXTERIOR WOOD SCREWS @ 6"
FROM ENDS AND 12' O.C.
STAGGERED
910 x 3/4" SMS @ 6" FROM END AND
24" O.C.
BEAM
O a
O O
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SIDE VIEW
r2"x2l".lA81"(xWlDTHOF
COLUMN) ANGLE. EACH SIDE
—WOOD:
#10 x 3' WOOD SCREWS @ 6- FROM
ENDS & 12" O.C.
CONC.
1/4" DLA. 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)
D-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 (TYP),
2" x 2" x 1/8" ANGLE WITH (2) #10 x
314" SMS IN EACH FLANGE INTO
MEMBER. (1) 318" 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.
910 x 3" WOOD SCREWS L
ENDS & 12° O.C.
CONC.
1/4" DL4, x 3" CONCRETE SCREW
ANCHOR @ 6-FROM ENDS & 24" O.C.
•
TOP VIEW
SR-3 PURLIN / GIRT / CHAIR RAIL ATTACHMENT
3 SCALE:NTS
DECK BOARDS PER PLAN. SPACE FOR 118" FINAL GAP.
ADJUST FOR PT DRYING AND SHRINKAGE.
#10 x 2-1/2" 305SS DECK SCREWS FLAT HEAD
JOIST
�- DECK ATTACHMENT
3 SCALE:NTS
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CHANNEL W/ (4) O O Q
#14 x 3/4° EACH IL
FLANGE
CARRIER SEA
PER PLAN
ECEIVING
CHANNEL WITH
MIN. (2)#12XJ" '
SMS TO COVER
OPEN END
SHEET
W TRANSOM WALL ON BEAM
3 SCALE:NTS 3
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k-MAX SPACING BETWEEN POSTS = 8FT---
TYPICAL RAILING PROFILE
t( SCALE: NTS
TOP RAIL PER PLAN
�—PICKETS PER PLAN
_-------POSTS PER PLAN
—90TTOM RAIL PER PLAN
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