HomeMy WebLinkAboutSCREEN ROOM PLAN3" COMPOSITE "ELITE" ROOF PANELS
(2LBEPSCOREXO.032"SKIN j
THICKNESS). !}/'
V
O n 0 0 °
SEE ROOF FASTENING, DETAIL
-
ALUM. BEAM PER PLAN
-
(2" X 3" X 0.045" X 0.045"HOLLOW)
.
(1)-.3/8"THRU BOLTS THRU POST AND
BEAM -
'ALUM. POST PER PLAN.
'
(2" X 4- X 0,046" X. 0.100" SMB)
2" X.3" X 1/8" THK XZ"LONG ANGLE
EACH SIDE W/ (3).-#14 SMS & (1) - W X.
2" EMBED CONC ANCHORS EACH.
ANGLE
2" X 2" X 1/8-THK X 2" LONG ANGLE
EACH SIDE W/ (3) #14 SIAS & (1)- 'X" X
2" EMBED CONC ANCHORS EACH
ANGLE
-
1" X 2" ALUM OPEN. BACK FASTEN PER
- - -
NOTE #1
G11
IIF-
CONCRETE FOUNDATION PER PLAN
rtanatrlH;,(II`s 'A
TYPICAL POST SECTION
(2 X 3 BEAM) nts...
- 1/4" 0 THRU BOLT W/ 1¢/4" 0 WASHER
Q loll O.C. (TYPICAL) - 3/8" 0 BOLTS
REQ'D FOR 6" THICK ROOF PANELS
O �0 n
CT 0
O
�\ O 0 ' -0
-.---
CONITNUGUSANGLE COMPOSITE ROOF PANEL
2" X 2" %1/8" FOR EDGE BEAMS
FOR INTERMEDIATE BEAMS
2" X 2" X 3/16`THICK
W/ x14 SMS @ 6" O.C. (TYPICAL)
NOTE; THE Z'X21Xl/8" CONTINUOUS ANGLE MAY
_ BEAM SELECTED FROM TA9LE BE ELIMINATED BY BOLTING TI IE COMW617
202 (MAY BE HOLLOW OR PArINELS THRU THE SUPPORTING BEAM
SELF-MATING/LAP EXTRUSION
' SECTION '
ROOF PANEL FASTENING DETAIL
(COMPOSITE PANELS)
COMPOSITE ROOF PANEL
RECEIVING CHANNEL WITH
014 XBOTTOM
C 10" O.C. -
TOP ANDND BOTTOM
O O
00 4
CA O d O O
EXISTING MASONRY
FASTEN TO FASCIA WITH OR WOOD FRAMED
1/V0 X VAL" LAGS 12" ON CENTER HOST RUCTURE ETTEERR
ALONG HEADER
PERIMETER WALL
NOTE; FASCIA MUST BE 2" NOMINAL
1" NOMI
NAL FASCIA MAY BE
AUGMENTED TO 2". �-
COMPOSITE ROOF PANEL CONNECTION TO HOST FASUA
I
w,
3" COMPOSITE "ELITE".ROOF PANELS
(2 LB EPS CORE X 0.03'2" SKIN
THICKNESS)
SEE ROOF FASTENING DETAIL
ALUM. BEAM PER PLAN
(20 X 4" X 0.046" X 0..1000 SMB)
1" X 2" ALUM. OPENBACK
COST NOTCHED TO FIT BEAM
(Q.)-3/8"THRU BOLTS THRU POST AND
BEAM
ALUM. POST PER PLAN
(2" X 4" X 0.0460 X 0A00" SMB)
OR
(2" X 5" X 0.050" X 0.116" SMB).
2" X 3" X 1/8" THK X 2"LONG ANGLE
EACH SIDE W/ (3) - #14 SIAS & (1) - Y..- X
2" EMBED CONIC ANCHORS EACH
ANGLE
2" X 2" X 1/8"THK X 2" LONG ANGLE
EACH SIDE W/ (3) #14 SMS & (1)- Y4" X
2" EMBED CONC ANCHORS EACH
ANGLE "
1" X 2" ALUM OPEN. BACK FASTEN PER
NOTE #1
CONCRETE FOUNDATION PER PLAN
(4)410 X 1 %" SMS SCREWS ATTACHED
THRU INSIDE OF IX2INTO SCREW
SPLINES OF 3X2 BEAM
- 3" X 2' X 0.090" X 0.090" ALUM --"- _
HOLLOW BEAM - - ROOF NOT SHOW
.. - Planning & Development Services Department
a Building & Code Regulations Division - -
2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 412-1553 e+
or
Certification EWSONiSC Load
ENROOMCompliance Planning & Development Services Department
Project Name: 6702 WOSCREENROOM Building &b Regulations Division
ProJe<t Address: 6702 WOOOSMERE WAY FORT PIERCE, FL
Product Review Affidavit
Permit g: Occupanq Type: Construction Type: V
INSTRUCTIONS FOR USE: '
•This certfflCation mug be completed, signed, and sealed by the design professional of reMr6 Building Pe17111t
Owners Name 1�ZWd70w Applicant:
• Submit (2) copies for residents], (3) copies for commercial with all permit applications lnvoMng the following:
0 New Residences (single or mufti -family)
o Residential Addition
o Any accessory structure requiring a building Permit
o Any non-residential structure.
' Note: Form not required for interior renovations Provided that no esterior structural elemeRs are affected and
certain minor building permits at the discretion of the local building official. Contact the x abore for questions.
DESIGN LOADS IN ACCORDANCE WITH FBC 2017 TABLE 2002.4
DESIGN PARAMETERS AND ASSUMPTIONS USED. (complete II that apply)
WITH REDUCTIONS PER TABLE 2002 4A
Product
Opening Design
Product Rated
Manufacturer
Model Number
Product Approval
Glass
Method of Attachment
Pressures
Desl n Pre5sure
Number
Type
Roofing Material
41- `?AIrO
"I'I- ^To -
�(,1 r9C
Is
FL4 .75;0,1
NIA .
?c-lz' 1,7E'fAls.S Ohl .. PLG�:.h%
1. DESIGN CODE: Florida Building Code 2017 Edition with 20 _Supplements using AS:E 7-10
2. Structure Designed as (check one): _Enclosed X Partially Enclosed _Open
3. Risk Category: X I II_III_IV Exposure Category: _B X C D WINDSPEED Vult : 150 MPH r
4. Design Wind Velocity 150 mph 116 ASD N/A LRFD Enc1!one Width: 5 it _
S. Mean Roof Height: 8 h Roofs; M3 :12 Parapet. N/A If EXPOSURE;
6.Components&❑addiogDesignPressuresUsed:(VSF,basedan10SRfL@1s�MRH,dearlylabela„all plan openings):
C I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the
31.0 31.0 31.0 29.3 29.3 N/A wind loads and forces specified by current code provisions.
Zone 1: Zone 2: Zone 3: Zone 4: Zone 5: Goalie:
-31.o a1.o -31.0 -z9a -29.3 N/A ON PLAN
7. Design Wads: Floor: 40 PSF Roof/Dead: 5 PSFRoof/ave: 20 Balcony:, N/A PSF Name: PAUL WELCH P.E. Signature:
Dock: N/A PSF Deck:' N/A PSF Stairs: N/A PSFFence: N/A PSFRatlings: N/A PLF/CONCENTRATED HORIZONTAL PRESSURE ON WINDWARD SURFACE: 37 PSF
8. Were Shear Walls Considered For Structure? x ves_Notappll ble Fxplalnwhy Not: HORIZONTAL PRESSURE ON LEEWARD SURFACE: 29.3 PSF :PAUL WELCH P.E. Cert. No. 29945 Date:
Design Prof:
9. ISA[ontinuous Load Path ProWded7 xvg:_Not APPhome Explain why Not: VERTICLE PRESSURE ON SCREEN SURFACE: 10.4 PSF
VERTICLE PRESSURE ON SOLID SURFACE: 31 PSF -
30.Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? _Yes
' DESIGN PROFESSIONAL CERTIFICATION STATEMENT: - - '
1 certifythat, to the best ofthe
_.- ' ......�„,„,�„^...,„ ,_..,....... ..--•-----' .. -
my knowledgeble structural of belief, theangcodescns&sy adopted
davebeendesignedto
ie-
ComplyIalso with certify thatstruturaleements depicted
on
plartsurrovid adequatendenbrcet to Lucie
County.l also certify that structural elements depicted on these plans provide adequate resisWce [„the design
forces specified: f,..,. F.- �Y 1.-7 1• 19'�I.L:- G"..P N^• Q...Yr' IIG .. I`ri ' 6.J I'v Yii F')��
Paul Welch P.E. 29945 / 5115 I ✓ - Print Name Cent #&Co. Cart Auth.
Paul Welch Inc.\\ L
ON PLAN 12/27/2018 - \
Signature, Date, and Seal 19a4s-v Name Ad Tess I114 Port s2. Lode, FL IIp IIt ,� FOUNDATION SCHEDULE"
_- ComPinY Name & Address _ I ,-... +..,. �e. .. �............... ... ` ... _._
5LLtOV Form xUl„-]3 Reesee!/1S/11 p51 I / I I '
F-1 12' W X 8 (2500 PSI) CONCRETE MONOLITHIC FOOTING'
\� 1^x:'an L'z3^De� t-T 11110 ORS. EWSROM PISESEFHOU-CACE OF - -. �I� F.n �I �tl �•Z W/(2)#S BARS CONTINUOUS
y gFJr ETER FASTEN PER NOTE ,I l POST IIII O SINEW 51'IINES OF HOLLOW V. G '.1 r
GIRT f lj2' ETIBEOMENT MINbIUM) i
HOLLOW HOR120"TAL (GIRT) GIRT
CHAIR OR ( 1 F-2 8" X S' (2500 PSI) CONCRETE MONOLITHIC FOOTING
1
� W/ (1) #5 BARS CONTINUOUS
;' 4" THK (2500 PSI) CONCRETE SLAB W/ FIBERMESH
OR 6"/ 6" 10/10 WWM OVER VAPOR BARRIER ON
L2, x 10 5.145. FP.OII INSIDE FACE DP I%2SElF F1ATING POST- ( - CLEAN COMPACTED CHEMICALLY TREATED FILL
13 t 00 HISEEFIENT 6PLIIIE6 OF HOLLOW GIRT.
IuA' I
- (i^a4eEa-IErDreNIMUMJ. �. 6-1.#5BARS XI2"LONG .DRILLED OUT AND EPDXIED WITH
- CONNECROJI W/ CONCEALED FASTENERS'
N 6., MIN. EMBEDMENT@ 4 O.C. ALL AREAS ADJACENT
ONNECTION W/ CQNCEALED FASTENERS
.'PARTIAL ELEVATIONS /GIRT TO POST CONNECTIONS ' `FOEXSTINGFOUNDATION
PARTIAL ELEVATIONS / 2' X 2" GIRT TO 1" XZ" CONNECTIONS
\�..:\ I ry x:" oe 0, FEwnETER ,.�„__•, .,.-- '.�;
--
_- _ "` 2-4 10S.HS.FROMINSIDEFACEOF
- �' � �\\\;�.- PEmIIETE0. E%1EIISIOIN IIO05CREW I
- - - \\i� SLOTS OF PEPINEIF l -1/2"
- _ \\'@.,_ EMBEDMEIIT I IIINIIiUFI)
G2 \ 1.
X\`�. I SHEET- � 1" X 20 ALUM OPEN BACK FASTEN PER 'I \ \ \
NOTE #1 REFER TO MOTE PI -THIS B
I:
L' ALUMINUM CORNER POST PER PLAN
lids; WuK TIW 6ej, iNis II
CORNER T
HOST WAL ;
3X2 BEAM AT CORNIER AND HOST WALL DETAILS nts... CONNFCTION WITH N A! ED FASTENERq
--- -- OARTIAL ELEVATIONS PERIMETER EXTENSION CONNECTIONS _
NOTES:
ALUMINUM CORNER POST PER PL2" ALUM BACK FASTEN AlPER `
NOTE #1 9
(2"X2"X1/4"ANGLE W/(3)-#14XIYr"SMS
.--�
& (1)-3/8"X 2" EMBED CONC. ANCHOR (TYPICAL OF 2)
I
0
r PLANVIEW
CORNER POST TO FOUNDATION DETAIL nts_..
IZ
., •l 0.2°5
2
4/
I
fro � ll�l.LI. p X Q CQ �
7�
IKZ I<ZIIH
1) FOR ]x2 ATTACHMENT USE I/V 0 X 3^ LONG LAGS INTO WOOD HOST, Ke 0 X 2 W LONG
CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSMUCTIONAND N14 SMS X 2" LONG
INTO ALUMINUM D- EMBEDMENT TYPICAL) / SPACING 24" O.C. AID WR 6" OF EACH
PERPENDICULAR MEMBER It'
2) ALL PLANS IN ACCORDANCE WITH THE FBC 2014.
3) BOLTS AND OTHER FASTENERS SHALL BE ALUMINUM, STAINLESS STEEL, HOT -DIP OR
ELECTROGALVANISED STEEL. DOUBLE CADMIUM PLATED STEELBOLTS MAY ALSO BE USED.
4) DURING ERECTION, STRUCTURAL ALUMINUM SHALL BE ADEQUATELY BRACED AND
FASTENENED TO RESIST DEAD, WIND AND ERECnON LOADS.
5) ALL EXPANSION BOLTS SHALL NOT BE INSTALLED LESS TRAM r FROM THE EDGE OF
CONCRETESLAB.
6) ALL FASTENERS SHALL HAVE HEAD, OR WASHERS NOT LESS THANA-IN DIAMETER.
7) NON STRUCTURAL. ALUMINUM SHEETS SHALL HAVE A MINIMUM TNCKNESS OF 0.032 INCHES
(KICKPLATE, ETC...)
8) ALUMINUM IN CONTACT WITH CONCRETE, OR MASONRY MATERIALS SHALL BE PROTECTED _
WITHALKALI-RESISTANT COATINGS.
9) ALUMINUM IN CONTACT WTTH,WOOD TO BE PAINTED WITH TWO (RATS OF HEAVY -BODIED
BITUOINOUSPAINT.
10) ALL SELF-MATING-WAMS (SMB) TO BE CONNECTED WITH BEAM STITCH SCREWS AT 24" O.0
BOTH SIDES (410 S.M.S. OR 012 SMS.)
H VERIFY ALL DIMENSIONS
1D CTHEON CONTACT O B SUBCONTRACTOR. SUPPLIER CT. BALL ,
CONDITIONS A7 JOBSTEP,PLANS,
ETAILEICATIO H ECT.
12) 3TRUCTURAI. FEATURES tt0T DETAILED ON 'THESE PLANS WILL BE ADDRESSED BY THE
ENGINEER AN CONSTRUCTION PROGRESSES.
13) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED ,
DIMENSIONS.
14) ATTACH KICK PLATE TO ALUMINUM FRAMING MEMBERS WITH 08 SMS AT 12" O.C. AND WITH
INS"OFE
ACH HERWISPERPENDI
CULAR MEMBER
MBe rvrz^ z••xz^Arm z^x3^ro
IS BENTUNLUSNUMEM OTHERWISE NOTED ALUMINUM
STRUCTURAL MERS ,
1
BEMINIMUM DALUMINU ESS.
_ 16) ALL EXTRUDED ALUMINUM TOT TS IA . LOR GREATER,
LS._iLil�1LA C TENSILE STRENGTH OF (35
OF
,al) OR GREATER, YIELD STRENGTH OF (35kd) OR GREATER, AND COFtitPRESSiON STRENGTH OF -
(10loQ OR GREATER
17) SCREEN DOORS MAY BE INSTALLED IN LOCATIONS OTHER THAN LOCATIONS AS SHOWN ON
PLAN AS LONG AS NEW LOCATION DOES NOT INTERFERE WITH VIRTICLE POST LOCATIONS
ORK-BRACINGI
18) SOIL BEARING CAPACITY: 2000 PSF(MIN.}
- 19) SLAB I FOOTINGS TO BE CONCRETE WITH A MINM M 2500 PSI COAMESSIVE STRENGTH AT 26
DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS
20) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3"
21) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE
60 STEEL MINIMUM IN BEAMS AND COLUMNS.
22) SPLTUNG OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INHALATION OF HARDWARE
IS NOT PERMITTED. '
23) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM
TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRAC'IICUS.
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ST. LUCIE COUNTY
BUILDING DIVISIO
REVIEWED
FOR COMPLI
REVIEWE B
TE
PLA SAND PER IT
\� MUST BE KEPT ON J B OR
NO INSPECTION WILL BE MADE
t n PJA
THINE P1Af �a 'D ALL FRGROSFD Wv11l
ARE SL%ECTTO,ANYCORRECTIONS +:
RX1.11 ED RY FIELD INSPECTORS THAT
S"i19Y lei NECESSARY IN ORDER TO
COMPLY 1"1f FFI ALL APC•LIGW CODES. :
CONCEALED FASTENERS ORATTAC
° HMENIS
ARE THE RESPONSI81111YOF THE
CONTRACTOR OFRECORO
90..COPY
k' RECEIVED
�•0 �a•� -� ---- 3f0 �IAOM
-- DEC 2 8 2018
ST. Lucie Counr?,rI,'Permittli
RECET`JED
JAN10�i,
ST
PAUL WELCHINC.
I MEChAN/CAL ELECTRICAL - CIVIL ENGINEERING
f984S.W" B/LTMOREST SUITE# f 14
POR7-ST" LUCIE, FL 34984,
HONE'I¢772)785.9888 E-MA/L PWELCIL•H/NCCSAOL.COM
PAUL WELCH, P.E..FLA REG No. 29945
DEC 2' 7 2018
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SCANNED
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St: Lucia Count:
SHEET NUMBER 74
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