HomeMy WebLinkAboutConstruction PlansPOOL -� PIVNEEK SCREEN COMPANY, INC. 11 SCREEN PATIOS
ENCLOSURES 1682 SW Biltmore Street o Port St. Lucie, FL o 34984 PORCHES
RESCREENS srtttx ra,JULLu� (772) 34044393 u FAX (772) 3404626
"A Quality Product Creates Its Own Demand"
n•"""• t n•.•. i ti �_ Web: Wtvw.pioneerjcrcencp.fpm, ; Email: pioneerscreenLmsn.com
Name: A!q
Mailing Address:
City�: State: Zip:
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Screen
Mesh 7
RoofTyp Mansard) Gable Hip
Flat Peak Porch
Beam(,:' ra �: %b ,off
Uprights -I,— 4aog Wall Height /A26"
Aluminum Roof: Ins/n� ted Non -Insulated
❑ White /(i>H ❑ Ivory
Doors: ;9_
Chair Rail: g4
Florida GlassA418" 24" 36'
Kickplate: Aod 16" 24" 36"
Gutters Linear Feet:
Frame Color. Lrwlute ❑ Bro p
Concrete: ❑ Yes ❑ No
Approx. Stet Date:
4,9 AM P_A.oKari
Comments: =W67ML a,J de'C4472--
j.� Rewa t /7jPcK.CX�iY.u[iirc.
installation Address: 574 99 E;u�,6+y5 a ,2.
City: ?5,e State: —Zip: , y n
Lot: Block: _Section: _Subdivision: 1(9 if
Homeowners Name:
Phone H• W: C;
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MATERIALAND IYORKKANSHIP GUARANTEED FOR I YEAR
ANY CHANGES AFIERFINALMEASUREMMS WB.LBE CHARGED ACCORDINGLY
20% ON SIGNING > BALANCE ON COMPLETION
Asutvey sheet or a plot plan and complete legal description
is required on allpool and patio enclosures.
Your Signature acknowledges that you are agreeing to the terms
& conditions noted on the front and hack of this contract.
This Price Is Based On Dimensions Shown
In The Above Sketch _ /7
Inc.
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CON7RACrPRICE40'
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.T. Lucie
PERMIT: SLC 19050167
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PCN; 3322-800-0011-000-4
THE CNCLAV-t AT THG
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OO YEON KIM, P_E_
FL -A. LIC. NUMBER 49497
CA. # 26887
OO KIM 8< ASS LLC
P.O. BOX 7 O 9
TAMPA, F 3 79
(8'13) 875 9
MA
ShRD Sep
FOOF
f
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tyi gor--ruam..
04CRM `i
hmol s)
t I
2x246' ANGLE 2'
UNDERSIDEW/(4)
EAO1 LEG (SEAM
rl%IIV-n44
i YLAIN - I TYILAL HUUr
BRACE TO BEAM CONNECTION
j
ATTACH SUPER GUTTER W/ (2) Y'0x*-
TAG SCREW O EACH PURUN AND
(1) 014a2- LG. SAS O 12' O.C. MNL
THE ENTIRE LENGTH OF SUPER GUTTER
ROOF BEAM
1 (MU SLOPED OR FLAT
(SEE PLAN FOR SQL)
2W ANGLE
EACH 510E ".)
(4) 012r1- S.M.S.. (2) SCREWS
EACH LEG (TYP.)
SUPER GUTTER
S.M.S. BEAN
(SEE PLAN FOR SIZE)
CHANNEL W/ (2) oufy "'
EACH SIDE OF biAU
(8) 014X)4' SMS. EACH
S1DE OF BEAM (12 TOTAL)
(2) %'0 CONCRETE ANCHOR
W/2%" EMBEDMENT INTO -
SIRUCTURAL CONCRETE
(TYP. EACH SIDE OF BEAM)
BEAM STITCHING O 24"O.C.
(TYP. TOP N0 BOTTOM•OF SUB
SEE TAME FOR SIZES)1_;-
SECURE FASCIA TO EACH RAFTER TAIL
w/ O) H'0x4' LONG PAN HEAD LAG SCREWS
BEFORE ATTACHING SUPER GUTTER
PURLIN TO SUPER GUTTER
CONNECTION DETAIL
2x2YY- ANGLE 4- LONG
('4 SDE)
Y� 0x5' CONCRETE
SCREW ANCHOR O 24'
�2r (SEE PLAN)
REINFORCED CONCRETI
EYEBROW BEAM (TYPJ
ROOF BEAM TO REINFORCED CONCRETE BEAM
CONNECTION DETAIL
S.M.S..
EACH LEG
2x PURUN (SEE PLAN)
2.r2dA'x 2' LONG ANGLE
(EACH SIDE)
S.M.S. BEAN
(SEE PLAN FOR SIZE)
� 'S 6' LONG
B 0140,' S.M.S. EACH SIDE
BEND
(2) %'0 CONCRETE ANCHOR
EMBEDMENT INTO STRUCTURAL
(TTP. EACH SIDE OF BEAM)
MIN. (3) 010.2- LONG
SMS. INTO SCREW BOSSES
L2) V. 0 x Ey'
LOG MASONRY ANCHORS PER ANE
2x2W BY 27 LONG -
ANGLIF, EACH SIDE (TYP.)
Ybr2 YI' CONCRETE
SCREW ANCHOR O 24' O.0
(TYP.)
y
ROOF BEAM TO REINFORCED CONCRETE
EYEBROW BEAM CONNECTION
Y1b.5' CONCRETE S
ANCHOR O 24' O.C.
2s (SEE PLAN)
REINFORCED CONCRETE
EYEBROW BEAM (1YP.)
REINFORCED CONCRETE
EYEBROW BEAM Cn?.)
(8) 012x1j' S.M.S.,
4 SCREWS
EACH LEG OYPJ
7,czy2� o7o a
REVIEWED FOi
CODE COMPLIN aE
ST. LUCIE COON N
BOCC
CHAIR RAIL / GIRT CONNECTION DETAIL
X'0r2YI' LAG SCREW O 12' O.C.,
(1) WIININ 3' OF EDGES (TYP.)
INV O.B. (T(P.)
NOTE: STUD
FOR BLOCK FRN/m HOUSES USE
0144r CONCRETE SCREW WOOD FRAME WALL
O 18' O.C., rv1e WITHIN J'
C OF EDGES .)
TYPICAL SCREEN EDGE
CONNECTION TO STRUCTURE
General Notes and Specifications:
1. Contractor shall field verify all dimensions before construction and shall notify engineer of discrepancies for immediate
consideration.
2. Concrete shall be minimum 28 day compressive strength of f'c=2500 psi, and be in accordance with the requirements of
ACI 318. Reinforcing steel shall have a min. yield strength of 40,000 psi (grade 401 and be provided with cover in
accordance with ACI 31B.
3. All dimensions are provided by contractor, DO Kim & Associates, LLC have made interpretations where necessary.
4. The following structures are designed to be attached to block and wood frame structures of adequate structural
capacity. The contractor shall verify that the host structure is in good condition and of sufficient strength to hold
the proposed addition. If there is a question about the host structure, the owner (at his own expense) shall hire an
architect or engineer to verify host structure capacity.
45. Screen density shall be a maximum of 18 x 14 x 0.013" mesh.
tt
Unless otherwise noted, SMB shall be stitched with #100/4" SMS at 24"o.c., top and bottom.
T. Connections using screw bosses shall have minimum (4)-#lDx2" per connection unless shown otherwise.
B; Unless otherwise shown, screws shall have minimum edge distance and center -to -center distances as shown in this
1Y ♦.h1n
01022 Low Carbon Stsel SMS A Se*Ddilmg (TEN) Scinow a (Industry Standard
sm s)
gums,
Nominal Screw
Dlamslsr on)
Minimum E110e
Disbrow
Minlmom Cawater ee
Center Dlstones
010
(L 88
5110"
1/a0
Arta
027.3
3/8n
8/18n
014 t/4•
U250
1/sn
4/0n
9. Structure has been designed to meet the 6th Edition FBC (2017 FBI). Project is sited where the basic wind speed ids, �150
mph (3-sec gust). Risk Category I for screen enclosures. Exposure C. Design s6.91 i1B� T tl 4.9 C�eggo
by 0.88 for screen mesh factor, 0.6 for allowable stress design NASD). W�
1O.All concrete anchors shall be Simpson Strong -Tie Wedge All Anchors or Titian Screws or approved equal.
11.Aluminum shall be 6005-T5 Alloy, unless otherwise noted. Self mating shapes shall meet specifications and tolerances
as specified in the AAF Guide to Aluminum Construction in High Wind Areas as referenced in the 2017 FBI.
DO KIM I
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa, FL 33679
Tel: (813) 374-0321
Far. (813) 374.0322
ISSUED
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BY:
SCALE
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DOgMAIATES, LLC870039
,33679
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Drawing No. - 060811
SHEET 1OF2
SPACE
�: .�'y y,.• C BEAM SIITC19NU SCREV8 (SEE TAM I a 24' BG
SPLICE RATE (EACH SI➢E OF BEAN)
A A 5052-H32 ALLOY BM EQUAL, 1/8' THICKNESS
as
6"
1 B 4 (tom, E 0sp
i B
MANSARD BEAM
CONNECTION DETAIL
BI4x%' SCREWS
(M)
I (MR)
(MAN)
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BEAM
LINE
A
LINE
'B'6'C'
SCREWS
TOTAL
PLATE
WIDTH
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3
2
24
12'
2x5
3
3
32
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4
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(2) H'0x7Yi TAPCONT.
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TO
CONCRETE SCREW
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a�u
AND 9• FROM POST (TYP.)
KI
In
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CONCRETE
14Lc42
O.B. SOLE PIATE
DO KIM
-
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
x2 O.B.
PO BOX 10039
(2) i:'0x2W LG. LAG SCREW
EACH SIDE UN BEAM (TV.)
FACIA TO BE 2x6 (MIN.)
Tampa, FL 33679
TeL (813) 374-0321
I=:(813) 374.0322
(4) #14R3/C S.M.S.
C".)
ReVID
De$Dri BDD
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20
ISSUED
ROOF BEAM
(RAT OR SLOPED)
SECURE FASCIA TO EACH RAFTER TALL
V/ (0 Y•0x1' LDNG PAN lffAO LAG SCREWS
BEFORE ATTACHING SIIDER GUTTER
WA" ANCLE EACH SIDE ✓/
(TYP)
FACH LEG /(TW.)WS., (4) SCR yv
ROOF BEAM TO FASCIA CONNECTION DETAIL
(5) /12a/4• S.M.
TTACH TO fiiAY W/
' S. . INTO SCREW BOSS
'4" S.S. THRU-BOLT
T MD WA \ G AS
E OF BEAM
S.M.S. - 1� O.B.
GUTTER (IYP.) ,
'4' S.M.S.
5' 7-SUPER GUTTER
MIN.. 0.090' THICK
2' 0 DOLLOP OF CCNSTRUCTOIN--/
`DHESIVE a 5' ox.
'NOTE- CDNSTRUCTIEN ADHESIVE SMALL MEET
ASIM C-557. MIN SHEAR STRENGTH e 7
DAYS, - 425 PSI
i ANGLE 6- LONG
B EACH WAND
Y10x3' La a EACH ANGLE
FACIA TO BE 2x6 011W SP.F
OR WESTER RED CEDAR
STRUCTURAL GRADE 2 MIN
(1) Yi 0x2' LG LAG SCREW E 24'
OC. ENTIRE LENGTH OF GUTTER
SECURE FASCIA TO EACH RAFTER TALL
V/ (1) WOW LONG PAN HEAD LAG SCREVS
BEFORE ATTACHITai SUPER GUTTER
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(NA%) BETVEEN BEAMS
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DATE: Wit/06
CONTINUOUS
�
GLTEICR
SECURE FASCIA TD�CACH RAFTER TAIL
rC-0NTINuaUS.
DO YEON KIM, P.E.
V/ (1) W'0x4- LUNG PAN HEAD LAG SCREWS
FLA. REG. NUMBER 49497
BEFORE ATTACIONG SUPER (BITTER
/10z3/C 5.M.5.
BEAD. -OF CONSTRUCTION
DO KIaASSES, LLC
2' O.C.
ALUESIVE
9
79
Drawing No. - 060811
SHEET 2OF2