HomeMy WebLinkAboutRevisions; Adding sq. Footage4.
NMI
OFFICE USE ONLY:
DATE FILED• _ PERMIT it
REVISION FEE:f I Q� RECEIPT #
PLANNING & DEVELOPMENT SERVICES _
BUILDING & CODE REGULATION DIVISIO
2300 VIRGINIA AVENUE RECEIVED
FORT PIERCE, FL 34982.5652
(772)462.1553 MAR 1 8 2020
APPLICATION FOR BUILDING PERMIT RE1104-ucie County, Permitting
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
ib" 2 az� is.
elnr�L49`Lll
DETAILED DESCRIPTION OF PROJECT
REVISIONS: .
'Scl,
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: (" ZQ f3g-5 11 \D ST. LUCIE CO CERT. #:
BUSINESS NAME:
QUALIFIERS NAME: VA-y- 1 ��C,.+-��l •,
ADDRESS: .arfp b,,_0 43,�c 4qy
CITY: ccl v-n G STATE: ZIP: 3 Lk qci (O
PHONE ( ?AYTINIE): �1 �- ak 9L -1 L10 0 FAX:
CS�-�a�o
OVMR/BUELDER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME:
STATE:
ARCffiTECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: V/e�rJ
PHONE (DAYTIME):
SLCCC. 9123109
Revised 06130117
FILE CO'-'
FAX:
ZIP:
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, BLOCK A 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 Zane: AE
Community Number:120285
Panel: 12111CO314
Suffix J
Base Flood Elevation: 8 (NAVD88)
FIRM Date: 2-16-2012
FIRM Effect./Rev Date: 2-16-2012
NOTES:
1. LEGAL DESCRIPTION PROVIDE BY CLIENT
2. NO SEARCH OF THE PUBLIC RECORD FOR THE PURPOSE OF
ABSTRACTING TI I LE WAS PERFORMED BY I HIS 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
�Q�aJO�
&o'
1
FOUND 1/2"
a IRON ROD
NO I.D. K y
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RESIDENCE l\
# 10725,
p6�! F.1-. E1.=8.97'
�3 0
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'ni ,0 ;iv) 33'
NO I.D. o, p� / r�o x; o '1
(2.0'OFFSET) 19�4,�y� ✓.. ,c"�`_ 28 0 �U� Gi
—SET 1/2
IRON ROD
LB_# 7463 `Q �o, i. LOT 19
FOUND 1/2
�`j�4d RON ROD BLOCK A
/~ Q
' SO �" NO I.D.
T401 � ��(2.0'OFFSET)
PA o°fi �q AqEA
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LOT 17 h / �N
BLOCK A
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FOUND 1/2"
IRON ROD
NO I.D.
LOCATION MAP
NOT TO SCALE
LEGEND
A/C AIR CONDITIONER
B.F.P. BACKFLOW PREVETER
C.B.S. CONCRETE BLOCK TRUCTURE
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. OLIFFFIAL RECORDS BOOK
PSM PROFESSIONAL SURVEYOR AND MAPPER
P.R.M. PERMANENT REFERENCE MONUMENT
PG. PAGE
P.B. PLA I BOOK
PK PARKER KYLON NAIL
R RADIUS
TA'd TANGENT
T.B.M. TEMPORARY BENCH MARK
rL CENTERLINE
4 NUMBER
A DELTA OR CENTRAL ANGLE
CONCRETE
ORIGINATION B ENCHVIARK
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:
t HEREBY CERTIFY THAT' 11S BOUNDARY
SURVEY IS A TRUE AND CORRECT
REPRESENTATION OF A SURVEY PREPARED
UNDER MY DIRECTION. NOT VALID WITHOUT
A RAISED EMBOSSED SEAL AND SIGNATURE.
(SIGNED)
KENNETH J. OSBORNE
PROFESSIONAL SURVEYOR AND MAPPER #6415
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Design Parameters
I. 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 fallowing 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 confonn 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 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 W1.4IW1.4 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.
S. 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 #b 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 (SMB)
2x2: 2"x2°x 0.046"
2x4 SMB: Yx4°x 0.044x 0.100"
2x3: TX3'x 0.050"
2%SSMB: YxS"x O.050°x0.100"
2x4: Yx 4'x 0.050'
2x6 SMB: Yx6°x 0.05D' x 0.120'
COLUMNS
2x5: Z'xS'x 0.050"
2 x 7 SMB: Yx 7' x 0.057' x 0.120"
3.3' 3'x3'x0.125'
2x8SMB: 2"x8"x0.072'x O.124"
4x4: 4"x4"x O.125°
OPEN BACK SECTIONS
2x95MB: 2" x 9'x 0.072' x 0.124'
6x66'xS"x0.125-
1 x 2: 1" x 2" x 0.040'
2 x 10 SMB: Y x 10"xO.092° x 0.398°
1 x3: 1°x3"x 0.045°
MINIMUM FASTENER EDGE DISTANCE:
IrX KB: KNEE BRACE
SECTIONS
MINIMUM FASTENER SPACING: 314" RC: REC. CHANNEL
23n6p: Yx2°s O.G45"
[!PIAP
CONCRETE SCREWANCHOR: SHEET MATEL SCREWS(SMS)
3 Snep: 2" X 3° x 0.050'
61MPSON TITEN HD OR EQUNALENT ITN/ BUILDEX OR EQUIVALENT
4 Snap: 2" x 4° x 0.045
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'
x 4-). EXTEND AS
REQUIRED FOR
STRINGER DEPTH AND
ATTACHMENT (TYP) 9 �'t
y z o I
�MIN� FlELD
36 ADJUST
'Ia
In
I
10
2XB PT BLOCKING. (TYP)
/+
2X8 PT RIM JOIST
2XB PT JOISTS
6X8 PT POSTS
REMOVE AND REPLACE WOOD
DECK
DOUBLE 2X10 PT BEAM (T(P)
2X8 PT RIM JOIST (TYP)
2X8 PT JOISTS @ 16' O.C.
2X8 PT BLOCKING. (TYP)
6X6 PT POSTS (TYP)
1X6 PT DECK BOARDS
STAIRS WITH CONCRETE
SLAB LANDING (MIN. 3' x 3'
x 4). EXTEND AS
REQUIRED FOR
STRINGER DEPTH AND
ATTACHMENT(TYP)
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NOTES:
1. CONCRETE SLAB SHALL BE INSTALLED ONLY ON COMPACTED. WELL GRADED CLEAN SAND FILL
2. PER CURRFM EDITION OF THE FLDRIOA BUILDING CODE. RESIDENTIAL. SECTION 40,.4.1, SODS TESDNG
IS NOT REWIRED FOR DESIGN USING THE PRESUMPTIVE SWING PRESSURE OF 1AW PSF.
3. CONCRETE SHALL BE PROPERLY AND ADEQUATELY CONSOUDATED TO REMOVE ALL VOIDS N BLOCK
CELLS AND AROUND REINFORCEMENT.
4. REBAR SHILL HAVE A 31' LAP MME. USE 3' CHAIRS To MAINTAIN 3' CLEARANCE FROM THE SOLL
THICKENED EDGE SLAB ON GRADE
RECENCM
MAR 18 2020
ST. Lucie County, Permitting
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WINUFACTURER
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40.8'
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ALL DOORS AND WINDOWS SHALL BE INSTALLED PER MANUFACATURERS SPECIFICATIONS AND WATERPROOFED PER FBC, LOCALJURISDICTIONAL REOUIREM S, F.S. 3' 2.
SHEET
NOTE - NOT ALL DETAILS ARE USED FOR
1/4" LAGS, 4" FROM ENDS & 18" O.C. MAX. 1" MIN —
LONGER THAN THE PANEL THICKENESS. W/
NEOPRENE WASHER ON EACH LAG
.A
3" X 0.082 ALUM
RECEIVING CHANNEL W/
912 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) 910 x 2" SMS INTO
SCREW BOSSES INTO
j 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
DETAIL CALL OUTS"
FLASHING - INSTALL UNDER EXISTING DRIP
EDGE
#14 X 314" 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 (2) 1/4" DIA. X 3" LAG SCREWS @ 6"
W! (3) #12 X 3/4" SMS IN COMPOSITE PA
FLANGE INTO UPRIGHT. RECEIVING CHAT,
(BOTH SIDES OF UPRIGHT)
BEAM. SEE PLAN SHEET
FOR MEMBER
INFORMATION
11"
MIN. TREAD DEPTH
ATTACH INSIDI
EM
USING2"x2"x1
1" NOSING WITH (8) #14 x
[I 1/2" DIA THRU SO
NUT TH
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TIGHTEN. 'I
7 %4" MAX. COLU
J_ RISER HEIGHT
DECK FRAMING (MAY
OOK DIFFERENT THAN
ILLUSTRATED)
SIMPSON WC28Z ON
/ lx TRIM BOARD AS DESIRED
�`•
1x WOOD RISER AS DESIRED
2x PT WOOD OR COMPOSITE
`•. \
TREAD
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2x4 PT NAILER ANCHORED TO
CONCRETE SLAB OR WOOD DECK
F
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2X12 PT STRINGERS O 16'
D.C. MAX SPACING (12' O.C.
FOR COMPOSITE DECKING)
�- DECK STAIRS
2 SCALE:NTS
l" x 2" O.B.
EACH 810
WITH #12 x
@ 6" FRO
AND 24" O.C.
SHIM AS NECESSARY IF
OTHER THAN A PLUMB
CUT FASCIA
�''•' (2) 114" x 3" LAG SCREWS, 6"
FROM END & @ 16" O.C.
. - • • (2) 1/4" DIA. x 2 l/4"
• • CONCRETE
SCREW ANCHOR, 6"
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
C4CARRIER BEAM TO COLUMN CONNECTION
2 SCALE: NTS
OPTION 1:
(4) 010 x 1-1/2" SMS INTO
SCREW BOSSES (TYP)
SNAP AM
SELF -MATING BEAM
ONLY
WOOD,.
010 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.
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OPTION 2:
2" x 2° x 1!8" ANGLE WITH (2) 910 x OOO'V Ooo
EACH FLANGE, EACH
SIDE(TYP) �O�OQQQODDOBat
oOpOO� O
r—PURLIN / GIRT / CHAIR RAIL
�-1 PURLIN / GIRT / O.B TO HOST CONNECTION
2 SCALE:NTS
2"x2"x1/8"(x WIDTH OF
INTERIOR REC CHANNEL)
ANGLE EACH SIDE OF POST
(4) #14 x 3/4" SMS INTO POST,
EACH SIDE.
O
O O
\ \ \ \ \ \ ECKBOARDS
ECK FRAMING
SIDE VIEW
1/4" DIA x 4" LAG BOLTS @
12" O.0
(1) 3/8" DIA LAG SCREW
1
ANCHOR EACH SIDE 1(4"
EMBEDMENT INTO WOOD
z
FRAMING - NOT INCLUDING
DECK BOARDS) REC
CHANNEL -,
v
R-7 COLUMN TC
2 SCALE: NTS
REC
REC CHANNEL NOT
REQUIRED ON DOOR
INSTALLATIONS
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JOISTS PER
ATTACH JOIST TO BEAM WITH
SIMPSON H1Z (H2.5Z ON BEAM EDGE)
BEAM PER PLAN. 6" MAX
ATTACH POST TO BEAM WITH
SIMPSON BC46 (BC4 FOR 4X4 POST).
ADD FILLER AS REQUIRED.
PT POST PER
ATTACH POST TO FOUNDATION WITH
SIMPSONS ABA66Z FOR 5X6 POST
(ABA44Z FOR 4X4 POST)
�— COLUMN/BEAWJOIST ATTACHMENT
3 SCALE:NTS
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
(4) #10 x 3/4' SMS INTO POST, EACH F--#10 x 314' SMS @ 6' FROM END AND
SIDE. 24" O.C.
nil
FRONT SECTION VIEW
11) 3/8" DIA. ANCHOR THRU
BEAM INTO HOST. EACH SIDE.
CONC: 2-114" EMBEDMENT
WOOD: 3-1/2" EMBEDMENT
BEAM
O ■4
O O
rO O
SIDE VIEW
2"x2"xtrfi"(x WIDTHOF
COLUMN) ANGLE. EACH SIDE
—WOOD:
#10 x 3' WOOD SCREWS @ 6' FROM
ENDS & 12" O.C.
CONC.
1/4"DIA. x3-CONCRETE SCREW
ANCHOR @ 6"FROM ENDS & 24" O.C.
COLUMN TO HOST CONNECTION
SR-2
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) 910 x
314" SMS IN EACH FLANGE, EACH
SIDE (TYP) 2" x 2" x 118" ANGLE WITH (2) #10 x
3/4" SMS IN EACH FLANGE INTO
MEMBER. (1) 318" DIA ANCHOR
THRU BEAM INTO HOST. 2-114"
PURLIN / GIRT/ EMBEDMENT FOR CONCRETE,
CHAIR RAIL 3-1/2" EMBEDMENT FOR WOOD
O
U
BEAM INSIDE OF REC.
#lD 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.
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.
910 x 2-1/2" 305SS DECK SCREWS FLAT HEAD
JOIST
DECK ATTACHMENT
3 SCALE:NTS
UPRIGHT PER
PLAN
2"x2"x1I8"x
BERECEIVING O O
AM DEPTH
INTERNAL ALUM
CHANNEL W/ (4) O O
#14 x 3/4" EACH
FLANGE
CARRIER BEAM
PER PLAN
W TRANSOM WALL
3 SCALE:NTS
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