HomeMy WebLinkAboutSCREEN ROOM PAPERWORKmu rULT KUUr SGKECN KUUM MA: LS THE FLURIDA BUILDING CODE FOR A HEIGHT T-2', 150 MPH , EXP. 13'
WIND SPEED. THE TABLES BELOW ARE BASED ON SIMULTANEOUS LOADING AS DEFINED IN THE FLORIDA
BUILDING CODE (FBC), CHAPTERS 16 AND 20, AND OTHER REFERENCES SUCH AS ALUMINUM ASSOCIATION
OF FLORIDA (AAF) "GUIDELINES TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS'. STRUCTURAL
VALUES FOR EXTRUDED ALLOY 6005T5 ARE TAKEN FROM THE ALUMINUM DESIGN MANUAL 2015 EDITION.
TABLE 1 -- MAIN ROOF MEMBER SCHEDULE
MEMBER MARK IMANF.1 WEIGHT MATERIM THICKNESS
ILENGTH DESIGN BASIS
# I SKIN I POLY I SKIN
I FT.
lFL PROD. APPR.
POLY ROOF PANEL # 1 PRP11 ELITE 1 2 ALUM 3" 0.024
OR =
V-0"
FL7561-R4, DWG.
FL-1001, B-12.17
TABLE 2 MAIN MEMBER
SCHEDULE
MEMBER
I MARK
I SIZE
I MATERIALI
TYPE
THICKNESS
LENGTH DESIGN BASIS
b x t
I ALLOY
I
W
I F
I FT.
• COLUMN # 1 C1
COLUMN #2 C2
COLUMN # 3 C3
CHAIR RAIL # 1 CR7
CHAIRRAIL#2 CR2
CARRIER BEAM # 1 CBI
EDGE BEAM # I EB1
2x3
ALUM
I HOLLOW
0.050
1 0.050
T-2"
CALCULATION
2x3
ALUM
HOLLOW
0.050
0.050
T-3'
CALCULATION
2x3
ALUM
HOLLOW
0.050
0.050
T-4"
CALCULATION
2i3
ALUM
HOLLOW
0.050
0.050
V-4"
CALCULATION
2x3
ALUM
HOLLOW
0.050
0.050
2'-10"
CALCULATION
2x3
ALUM
HOLLOW
0.050
0.050
4'4"
CALCULATION
2K3
ALUM
HOLLOW
0.050
0.050
7'-0"
CALCULATION
LL:Lii
SCREEN ROOM IS LOCATED IN A RE
FORT PIERCE. THE SCREEN ENCL
TH THE EXPOSURE CATEGORIES LU7
LL BE CALLED AN EXPOSURE 13'. A
ODUCT OF'APPLUED TECHNOLOGY
LOSURE IN THIS LOCATION IS DICTA
RE ARE 150 MPH WIND LOAD, EXPQ
DOF SCREEN ROOM HAS A TOTAL R
CHES PER FOOT. THE POLY ROOF
300D CONDITION. THIS FOUNDATIC
: IS SHOWN ON SHEET 2. THE POLY
W.A.1
y S•U:71 V_\=11114 �]C[HIi•T74
PARAMETERS:
1 THIS DESIGN COMPLIES WITH THE GUIDELINES DEFINED IN CHAPTERS 16 & 20 OF THE 2017 FLORIDA BUILDING CODE, SIXTH
EDITION, BUILDING, USING THE ALLOWABLE STRESS DESIGN PRESSURES LISTED IN TABLE 2002A AND TABLE 2002AA. THE
AAF STANDARDS OF THE "GUIDELINES TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS' FOR THE TABLES ARE APPLIED.
A DESIGN BASICS: THIS POLY ROOF STRUCTURE IS RISK CATEGORY 1 STRUCTURE. HEIGHT T-2", 150 MPH, EXP. 'W
B THE BUILDING CLASSIFICATION RISK CATEGORIES ARE FROM FBC, TABLE 1604.5 AND AREA LOCATION WIND SPEED PER
FBC, FIGURE 1609C. BUILDING CLASSIFICATION PER TABLE 27.2-1, ASCE 740.
C DESIGN PRESSURE: (18114 SCREENING), W W @ 27.28 PSF, LW @ 19.36 PSF, FOR SOLID ROOF @ 25.00 PSF PER TABLE 2002A.
D MAXIMUM HEIGHT: HEIGHTS HIGHER THAN LISTED ABOVE REQUIRE SITE -SPECIFIC DESIGN BY THE ENGINEER OF RECORD.
E ALLOWABLE DEFLECTION: L 160 MINIMUM, AS SPECIFIED IN TABLE #1604.3 OF FBC.
F CONTINUOUS LOAD PATH IS PROVIDED WITHIN THE CALCULATIONS USING ALLOWABLE STRESS DESIGN PRESSURES.
I MATERIALS (UNLESS OTHERWISE SPECIFIED BY THE ENGINEER OF RECORD):
A ALL EXTRUSION MATERIALS SHALL BE ALUMINUM ALLOY # 6005T5 OR # 6061T6; ALLOY # 6063T6 IS NOT ACCEPTABLE.
B FASTENERS: ALUMINUM ALLOYS #2024-T4 & #7075-T6, DOUBLE CAD -PLATED STEEL, HOT -DIPPED GALVANIZED STEEL OR
300-SERIES STAINLESS STEEL IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR SEPARATION OF
DISSIMILAR MATERIALS AS DEFINED IN THE FBC. HEISHE MAY IMPLEMENT ANY OF THE MEANS LISTED IN THESE SECTIONS.
ALTERNATIVES MUST BE REVIEWED AND APPROVED IN WRITING BY THE ENGINEER OF RECORD PRIOR TO ANY
INSTALLATIONS UTII.12114G THE SUBJECT METHODS.
C SCREEN CLOTH: SHALL BE VINYL -COATED, WOVEN FIBERGLASS, MAXIMUM DENSITY OF 18 x 14, 58% OPEN MINIMUM.
OTHER SCREEN DENSITY REQUIRE ADDITIONAL ENGINEERING CONSIDERATION.
D ANY CONNECTION USED, THAT IS NOT SHOWN ON THESE SHEETS, MUST MEET ALL FBC AND AAF GUIDELINES.
E MATERIAL UPGRADES (STRONGER AND/OR HIGHER GRADE MATERIALS) CAN BE SUBSTITUTED AT ANY TIME.
F A 2x2 OR A 2x3 SNAP MEMBER CAN ALWAYS REPLACE A 2x2 OR A 2x3 HOLLOW MEMBER, RESPECTIVELY.
G WHEREVER SCREENING OR KICKPLATES ABUTS THE HOUSE OR CONCRETE THE MEMBER USED TO SUPPORT THAT
SCREENING OR KICKPLATE WILL BE A 1"x 2' x 0.046' O.B. OR STRONGER ALUMINUM MEMBER.
H ALL DOOR JAMS (DJ) SHALL BE 2" x 2" x 0.046" ALUMINUM MEMBERS OR STRONGER.
1 If IS ALWAYS ACCEPTABLE TO ADD OR RELOCATE A SCREEN DOOR AS LONG AS THE COLUMNS ARE NOT DISTURBED.
J ALL FASTENERS AT FLOORS, WALLS AND CEILINGS MUST BE NO MORE THAN 24" O. C. WITH 2" ENGAGEMENT (MIN.).
RDING TO THE COMPUTER PROGRAM "WINDSPEED BY
3 ALL HOUSE FASCIA DETAILS, BOLTING OR SCREW SELECTIONS, BEAM SPLICE DETAILS, DIAGONAL -K" BRACING DETAILS,
COLUMN TO BEAM DETAILS, STRUCTURAL GUTTER DETAILS, WALL AND FASCIA DETAILS, CORNER ANCHOR DETAILS,
ROOF BRACING DETAILS, EAVE BRACING DETAILS, ETC., IF NOT EXPLICITLY OUTLINED ON THIS SPECIFICATION, SHALL BE
IN ACCORDANCE WITH THE LATEST FBC EDITION, INCLUDING THE AAF. ALL INTERNAL CONNECTIONS SHALL MEET THE
FBC (AAF) AND THERE INSTALLATION ARE THE RESPONSIBILITY OF THE CONTRACTOR.
4 THE LOCATION OF ALL "K" BRACING, WIND BRACING, EAVE RAILS AND CHAIR RAILS, ALONG WITH ANY DESIGN
ABNORMALITY, ARE SHOWN AND/OR LISTED ON SHEET 2, THE "SITE SPECIFIC DRAWING".
CIU THE DESIGN WIND LOAD REQUIREMENTS FOR A RISK
3YA WIND SPEED OF 147 MPH. HENCE, THE REQUIRED DESIGN
'B', RISK CATEGORY 1.
F 31NCHES AND A RUN OF 7.0 FEET WHICH GIVES A SLOPE
EN ROOF IS BEING BUILT ON AN EXISTING NOMINAL 4"
ACCEPTABLE FOR THIS POLY ROOF SCREEN ROOM. THE
= CONNECTION DRAWINGS ARE SHOWN ON SHEET 3.
5 ALL STRUCTURES ERECTED ON CONCRETE SLABS AND / OR FOOTERS SHALL BE CALCULATED FOR SUFFICIENT HOLD DOWN
CAPABILITY TO MEET THE CODE REQUIREMENTS. ALSO, ALL TAPCONS, WEDGE ANCHORS (OR EQUAL) SHALL BE 24" O.C.... .
(MIN.), BE 3" FROM THE EDGE OF THE SLAB AND HAVE A MINIMUM EMBEDMENT OF 2" INTO THE CONCRETE SURFACE.
6 THE AVERAGE SPACING BETWEEN BEAMS IS SHOWN ON THE "SITE SPECIFIC DRAWING". THE ACTUAL SPACING BETWEEN
ANY TWO BEAMS MUST BE THE LISTED SPACING,+/- 2". THE OVERALL AVERAGE SPACING MUST BE EQUAL TO THE
AVERAGE SPACING SHOWN ON THE "SITE SPECIFIC DRAWING". ALL SPACING MUST NEVER BE GREATER THAN 8.0' O.C.
7 IN LIEU OF "SITE SPECIFIC ENGINEERING" AN EXISTING SLAB SHALL MEET THE FOLLOWING REQUIREMENTS:
A THE SLAB MUST BE IN GOOD CONDITION, 4" OR GREATER THICKNESS, CONSTRUCTED WITH REBAR, WIRE OR FIBER MESH.
B ALL FASTENERS AT BASEPLATES MUST BE NO MORE THAN 24" 0. C. WITH 2-1/4" ENGAGEMENT (MIN.).
8 ALL NEW SLABS, WITH OR WITHOUT FOOTERS, SHALL MEET THE FOLLOWING REQUIREMENTS AS A MINIMUM:
A SOIL MUST BE WELL COMPACTED AND TREATED FOR TERMITES PER COUNTY REQUIREMENTS,
B 4" NOMINAL PATIO SLAB REQUIRES A VAPOR BARRIER IF THE SLAB ABUTS LIVING QUARTERS,
C 4" NOMINAL PATIO SLAB WITH CONCRETE @ 3000 PSI (MIN.) WITH FIBER MESH OR REBAR AND WIRE,
D SHALL BE SECURED TO EXISTING CONCRETENVITH #5 REBAR EVERY 24" O.C. TO AVOID SETTLEMENT, IF APPLICABLE.
11
9 ALL NEW PERIMETER FOOTERS SHALL MEET THE FOLLOWING REQUIREMENTS AS A MINIMUM:
A SOIL MUST BE WELL COMPACTED AND TREATED FOR TERMITES PER COUNTY REQUIREMENTS,
B CONCRETE @ 3000 PSI (MIN.) WITH ONE #5 REBAR FOR 8" x 8' AND TWO #5 REBAR FOR LARGER FOOTERS. /n� /L 1�'A
10 ALL NEW PERIMETER FOOTER POURED WITH A SLAB SHALL MEET THE FOLLOWING CONDITIONS: SLAW
A PERIMETER FOOTER AND THE SLAB SHALL BE MONOLITHICALLY POURED, St.
+p BY
B ALL REQUIREMENTS OF ITEMS 8 AND 9 ABOVE. SL♦♦ . Lucile
11 ALUMINUM IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PROTECTED WITH AN ALKALI RESISTANT COATING.
12 THIS DRAWING COVERS ONLY THE ITEMS LISTED IN THE TITLE BOX. ANY OTHER TASK, SUCH AS ELECTRICAL,
POLY ROOF SCREEN ROOM
DWG. # AQC-2019-283, REV. 0
March 12, 2019
SHEET 1 OF 4
GENERIC DESIGN DATA
A QUALITY CONSTRUCTION, LLC
3531 S. 25TH STREET
FORT PIERCE, FL 34981
OFFICE (772) 343-0805
FAX (772) 46"038
LOCATION:
NAME:
WITHEROW RESIDENCE
ADDRESS:
610 ULRICH ROAD
CITYISTATE:
FORT PIERCE FL 34982
COUNTY:
ST. LUCIE
APR 12 , i I
DRAWING IS ONLY ACCEPTABLE
BUILDING PERMITS & ONLY WHEN IT
THE ENGINEER OF RECORD'S RAISED
COPIES ARE NOT DEEMED VALID_
1 MIS UUCUMENT IS THE PROPERTY OF
R. A. DUNLEA, P.E. AND SHALL`NQTBE
REPRODUCED IN WHOLE -OR 1N PART
WITHOUT THE WRITTEN CONSENT OF
R. A. DUNLEA.
R. A DUNLEA, P.E.
1513 CERVANTES PLACE
THE VILLAGES, FLORIDA 32159
(772) 285-6444, (352) 750-6207
bobdunlea(ftenturvlink.net
FLORIDA P.E. Lic. No. 42835
pNT H OAfk
o ST 7EVF)•4U .4
S:;�OR►Op �N
a OVAL E .�
HOUSE
I 7'-5" I
TTt1x3 1X3->
K <-CR2
P <-2x3 E61-
3'-0" 2x3-
S C3 2x3
' SCREEN EB1
3'-0" DOOR 2x3-
9'-0" s
C2 2x3
E
'S K <-CR2
3'1 P <-2x3 EB1
`a 2x3-
lx3
5'40"
7•-2"
LEFT SIDE ELEVATION VIEW
SITE SPECIFIC DRAWING
T
24" HOUSE HOUSE
KICKPLATE
4'-6"
3" -1 LB. POLY ROOF w/ 0.024" SKIN
UP TO 12".OVERHANG ALL AROUND
3" -
20"1
PLAN VIEW
HOUSE
2x3 1 CBI 2x3 1 CBI 2x3
Cl
2x3
KICKPLATE 1 KICKPLATE I KICKPLATE
4'-6"
FRONT ELEVATION VIEW
HOUSE
I 7's" I
lx3
<-ix3
CR2-> K
<-EB7 2x3-> P `', 3'1
<-2x3
C3 2x3 $
k
<-EB1 SCREEN
<-2x3 DOOR 3'-0"
C2 2x3
CR2-> K 3'1
EBi 2x3-> P
-2x3
1x3
5'-101, 1'1
7'-2"
RIGHT SIDE ELEVATION VIEW
POLY ROOF SCREEN ROOM
DWG. # AQC-2019-283, REV. 0
March 12, 2019
SHEET 2 OF 4
SITE DESIGN DRAWING
A QUALITY CONSTRUCTION, LLC
3531 S. 25TH STREET
FORT PIERCE, FL 34981
OFFICE (772) 343-0805
FAX (772) 4613038
LOCATION:
NAME:
WITHEROW RESIDENCE
ADDRESS:
610 ULRICH ROAD
CITY/STATE:
FORT PIERCE FL 34982
COUNTY:
ST. LUCIE
DRAWINGS NOT TO SCALE
REVIEWED FOR
)DE COMPLIANCE
r. LUCIE COUNTY
R. A DUNLEA, P.E.
1513 CERVANTES PLACE
THE VILLAGES, FLORIDA 32159
(772) 285-6444,(352) 750-6207
bobdunlea(a.)centurVlink.net
FLORIDA P.E. Lic. No. 42835
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_ Wl 1' MIN. WASHER OW�fEP.,. "DµAWtN�JCj1.a11�giONs
1• MIN. LONGER THAN PANEL
COLUMN:PER TA8(FS OR 3 x3 x3%' ANGLE WIT)I (2) i'j`tli'j EMBED.. T}DCI41E53 SPACED PER LAG / OFDOM5: (2)?y' T}0LL®OLTS,
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_'.'j;•. ..�`—�•�1`' 2A• gi- 2X1.0 350 .092' I __ +r _
POLY ROOF SCREEN ROOM
SECTION
AT BEARING
DWG. # AQC-2019-283, REV. 0
COLUMN
REVIEWEDFR
March12,2019
CODE COMPLIANCE
SHEET 3OF4
ST. LUCIE COUNTY
POLY ROOF CONNECTIONS
0°
P&
HEIGHT 7'4", 150 MPH. EXP. •B'
BOTTOM
A QUALITY CONSTRUCTION, LLC
" ° EPS
°°
3531 S. 25TH STREET
o o ROOF
FORT PIERCE, FL 34981
" ° °
OFFICE (772) 343-0805
ELITE TYPE •E'
GUTTER OPTIONAL
Z / 12
FAX (772) 461-3038
SLOPE
ADAPTOR
SHOWN
USE �° LAG BOLTS W/ 1'
MIN.
LOCATION:
WASHER DIAMETER, In MIN. LONGER CARRY BEAM PER TABLES
' THAN PANEL THICKNESS SPACED
PER
NAME:
WITHEROW RESIDENCE
ADDRESS:
610 ULRICH ROAD
CITY/STATE:
FORT PIERCE FL 34982
COUNTY:
ST. LUCIE
1 P I O1 .@ • . _ -p: FI..
.150 MPH SMND'SPEED PANEL THICK�+ln).
EXPQSURE'D' @ ROOF BEARING ELEMENT
CAULK ALL DCPOSEDS%R�yy (SHE) AND.24'O;C. @ THE "CIRCLED" CONNECTIONS
{ION-BEiiRING ELBAEW.(SIDE
-HEA.oa&wAsHERS ON THIS SHEET ARE BEING
'FOP PAN RO(7FS: W' USED FOR R THIS PROJECT.
a 2 3
- -:�:-:::=•.�: (31EACH#Bx112".LONG5_M
r: PfR-12• Pi4rFE L Wl 23,e 4 5 6
ALUMlNUlvi'PAf4_WASHER
..
10 11
RrCOFPANEL
NOTE: DRAWINGS ARE
SUPPORTM BEAM NOT TO SCALE
-- R. A DUNLEA, P.E.
1513 CERVANTES PLACE
ROOFrPANEL TO BEAM.F.AS1 EN'IhFG :6PETAIi THE VILLAGES, FLORIDA 32159
(772) 285-64", (352) 750-6207
bobdunlea ftenturViink.net
FLORIDA P.E. Lic. No. 42835
IN. (M3. r:Lr ANGLEDx: EAUISmE .
3 •f11 SYS EACH S���g��l/
(i�AFC�ONORE�R ,'D.C. Ynt m " THO •a•••
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r FA,BmYENr ix. . rYw. '''fie Q•(P`� NY
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uaxs 1ARGERYNIW r:T, rYxTi — N0. %
0 LS•DIA BOLTS YAT BE _ U•••••'--FASIEIIDINMH1DATlpxS: -
AFD FORTf�i-f1/SYST2 W IN
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PELAGE BBCREWB) - PDK)ULIWATETENSNxl GPACRYOF = �;• � ��e
DNNECTXAI DAII BE USED DJ � ;S60f ORA WORMDIG IYDOYuaI IENSD++ �'9 • /LV'L.,
(USDiG 51,11LA6 SGE GAPAL,iYOF 61°f. AIID,APtrtmIUYI U • •
Bi THE XEIIDER ,voR,aNG seffAR CAPAQITDF.IOFf. fp0 11 A Gr a /,•
. xorsua4TmrtE D2•nA wNaaEtE c � `• ° �/ •
* ANOxORSFORLARGFRSDEANCHORSJ, ooe•a••
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LOAD cormrnDNs: coraa:cnox UFLF'IGPACIIY-y,oaF, sa:,w CAPAgry=2I8A O
o�:nrffofotd��a
LAG SPACING TABLE 2. 2.5 X MIN. DE
._ (NON-LOADBEARING)WALLS
-
'.4LUMINU3A'�BETRUF.45THD'x
(vr3%-) AT W O.C. FOR UP FOR COMPOSFTE-ROOFS:
10130-MPFI- NDSP�EED #10x(f+:k')6XS,W/
E,(POSURE-D� 6'O.C.'F9R i 1-1/4'flFENDER.VyASHERS
ABOVE 130 MPH
EDGE
1" x 2" OPEN BACK
ATTACHED TO FRONT
POST w/ #10 x 2" LONG
S.M.S. MAX. 6" FROM
EACH END OF POST
AND 24" O.C.
NOTE: THIS CONNECTION
IS ALSO GOOD FOR 1x3
OPEN BACK MEMBERS,
2x2H AND 2x3H MEMBERS.
FRONT WALL GIRT
V x 2' OPEN BACK
ATTACHED TO FRONT
POST w/ #10 x 2" LONG
S.M.S. MAX. 6" FROM
EACH END OF POST
AND 24" O.C.
4x4 GIRT
I
iii
TERNATE CONNECTION: (20MO x 2"
NG S.M.S. THRU SPLINES GRnnvFc
WALL HEADER
CHED TO 1" x 2"
1 BACK w/ MIN.
(2) #10 S.M.S.
iE WALL GIRT ATTACHED
1"x 2" OPEN BACK w/
I. THREE (3) #10 x 1-1/2"
I.S. IN SCREW BOSSES
FAND SIDE BOTTOM RAILS
HED TO CONCRETE w/ 1'4" x 2-1/4"
ZETE / MASONRY ANCHORS @ 6"
EACH POST AND 24" O.C. MAX. AND
i MIN 1" FROM EDGE OF CONCRETE.
(OR =)
ANGLE (CAPRI) CLIPS THAT
ARE 1/8" BY 2" x 2" LONG
(TYP-)
4x4 POST -->I i
..r '
CONNECTION w/ CONCEALED FASTENERS
PARTIAL ELEVATIONS / GIRT TO POST CONNECTIONS
THREE (3) #10
2" S.M.S.INT
SCREW BOS
ANCHOR 1" x 2"
EXTRUSION TO
CONCRETE w/ 114" x
3-114" CONCRETE
ANCHORS WITHIN 4" OF
EACH SIDE OF EACH
POST AND 24" O.C. MAX.
BEAM/HEADER
2x2 OR 2x3
HOLLOW
ANGLE CLIPS (CAPRI) MAY
BE SUBSTITUTED FOR
INTERNAL SCREW SYSTEM
MIN THREE (3) #10 x
2" LONG S.M.S. INTO
SCREW BOSS
x 2' EXTRUSION
NOMINAL 4" SLAB, c - VAPOR BARRIER
3000 PSI CONC., 6 rr . 4 UNDER CONCRETE
x 6 -10 x 10 W.W.M. ��1C S � 1-1/8" MIN. IN
OR FIBER MESH mo;a; CONCRETE.
ALTERNATE HOLLOW UPRIGHT TO BASE AND
HOLLOW UPRIGHT TO BEAM DETAIL
RISER PANELS
FOUR (4) 1/4" x 4"
LAG BOLTS w/ 1-1/4"
FENDER WASHERS BEAM OR HEADER VIEWIED Fi
PER 4'-0" PANEL
ACROSS THE FRONT
&ALONG THE SIDES CO COMPLIP
-------------- -- -- -----------------
. LUCIE COU
BOCC
HEADER ATTACHED TO POST 2x2 OR 2x3 ANGLE CLIPS MAY
w/ THREE (3) #10 x 2" LONG HOLLOW BE SUBSTITUTED FOR
S.M.S. INTO SCREW BOSS INTERNAL SCREW SYSTEM
ANCHOR 1" x 2"
EXTRUSION TO
CONCRETE w/ 114" x
3-1/4" CONCRETE
ANCHORS WITHIN 4" OF
EACH SIDE OF EACH
POST AND 24" O.C. MAX_
NOMINAL 4" SLAB
3000 PSI CONC., I
x 6 -10 x 10 W.W.M
OR FIBER MESF
TYPICAL UPRIGHT DETAIL
iST ATTACHED TO
PTTOM W/ MIN THREE
#10 x 2" LONG S.M.S.
70 SCREW BOSS
1" x 2" OPEN BACK
BOTTOM RAIL
VAPOR BARRIER
UNDER CONCRETE
SLAB. IF NEEDED
: AW I -a
POLY ROOF SCREEN ROOM
DWG. # AQC-2019-283, REV. 0
March 12, 2019
SHEET 4 OF 4
STANDARD CONNECTIONS
A QUALITY CONSTRUCTION, LLC
3531 S. 25TH STREET
FORT PIERCE, FL 34981
OFFICE (772) 343-0805
FAX (772) 461-3038
LOCATION:
NAME:
WITHEROW RESIDENCE
ADDRESS:
610 ULRICH ROAD
CITY/STATE:
FORT PIERCE FL 34982
COUNTY:
ST. LUCIE
THE "CIRCLED" CONNECTIC
ON THIS SHEET ARE BEING
USED FOR THIS PROJECT.
4
DRAWINGS NOT TO SCALE
R. A DUNLEA, P.E.
1513 CERVANTES PLACE
THE VILLAGES, FLORIDA 32159
(772) 285-64", (352) 750-6207
bobdunlea ftenturvlink.net
FLORIDA P.E. Lic. No. 42835
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• S e
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