HomeMy WebLinkAboutPLANSsI T E &o F PA,q d le.L�
C) IbaPas Cote u oro32 45ICiuTt-Iic)
LUF.7'rVO.�J �%.Zl f
FloIGm vr.AM +/3 A&44.rT �5eANA
\—A7 t4c J 2A3 Po 2r'b vV/ (2) `/a14114ed
w/ 211X2" x 3" Loh140 #'/baTU F44P 61FAR1104.
rJ (4) -o 12 SM4 EAa 2-N,
�(I�*J14IZU�roi1 7i+IZJ Pa51AtJtsLE
ylLuk,l pDyf
196 f: OEZAIL-
GLUT DL Cr-IiW6 bl r L'I'
so T14AT' r-r.�+7 �oN11WLIES\
104O C04-1ir t "pt,JIJPSA"TIO1%J
6yle-,'006 W17176GI(,
✓G. l- , ...� f�.ili t*i'..P( ',t, . ..oat""',
'(�'�Pt G h. L_ SEC-�C►-�!�_
2 r< o I KJ TE
-_ "ToPPGA P'� F4ASI•lil'i�
'114r ZoLITjW1JPJ
— fY 1�1SMS (ts P
Tap i fA4� T7
• k�J
`2 E>-" 0,0�2"x0.424"
S1AI•,
Z's<s}"'`Q.C)4fot'xC;,i6C5'E�i-A�
ATTeut 2x4 TD 2x$ w/
2 a x 2" x4 x L-owls, x 'l h" T4'I K
1/4" 0 THRU BOLT W/ 1-1/41'0 WASHER
�@ 10" O.C. (TYPICAL) - 3/W 0 BOLTS
RMD FOR 6' THICK ROOF PANELS
' � 7 o O o
Le 4' PAwot O 0
,igo_
CONTINUOUS ANGLE f» COMPOS E ROOF PANEL
2'X2- X 1/8• FOR EDGE BEAMS /
FOR INTERMEDIATE BEAMS —/
2' X 2' X 3/16- THICK
W/ #14 SMS @ 6' O.0 (TYPICAL)
BEM SEIECTEU FROM TABLE NOTE: THE 2°X2'X1/8" CONTINUOUS ANGLE MAY
502 (MAY BE HOLLOW OR —�' BE ELIMINATED BY BOLTING THE COMPOSITE
SELF-MATIMGMP EXTRUSION PANELS THRU THE SUPPORTING BEAM
SECTION
ROOF PANEL FASTENING DETAIL
W! (4)-4IZ6Aus EAC-4 To'2),4' �xibTli�)L— r�P
(1)'- TNQ,y e>OL-r TWliCU i'�T AwaLk
- FLe,,C-.441►JGo 4 M WW L-L AT'TAG►4 To
F i#iaT FASGI cal 1Ja 4 )4 Z'/2" LA&15
I2"D.c. (w k-r act-ULwTTo forF(�AtJIJELs)
(_ I C' (�. _Q 0 0
?5N)VTWL IN'TIZLIAL $v3-3
i rGEIUINi ".&WA.l EL
�� xr wa d in � Ln S
wEpC7E ANJCLID�JA
F'rsg I 3 2Gdi�f
,J"x2" r o,0Y7a'
4LU LA `(- FINALE
2"x 2" N D 125„ AL6 (A K!t�C. GIIU L
E A" 4PI D ri, w/ A) III 10
8.0S" &LUN 61L -ro-r_aWA.Ca'� (2)•�Iz
I ex I'vc
(2)2
it 00e-H12 SMSU'TO Se EACiiSIDE
Er (.Z) - * IT. <M 4, `ro 1 K-3 P06T
Is l
n
r 3" 01AP051-IE VOOF PAMQkLS
tJ C! C>> TAI L, , .
HOLLOW UPRIGHT
A LES2'LONGWRH 1"X2-114"1118"
2 - #10 X 1/2" NG S.M.S. AT EA011EG—RECEIVBYG CHANNEL
(TYPICAL EACH UE, TOP & BOTroM)
r-GiftT OR CHAIR RAIL
FILE COP
ATC TJB MAYBE 1" SQUARE (SQU 5) I I I
AT 4-7/B° (Max) /8'O.C.(MA, AY" SQUARE I I
(USN# 13) AT+S/8' (MAX) O.C. (SEE
l
FASTENING NOTE BELOW)
JX20B@PERIMETER
REFER TO NOTE Nl - TIU SH€E[ _... -
PICKETS MAY BE 1" SQUARE
5) AT 4-7/8" (Max) O.C.
(ISN#
OR, %' SQUARE (ISN# 13)
I AT+5/8" (MAX) O.C. (SEE
j FASTENING NOTE BELOW)
1 X 1" X I/W ANGLES 2 LfjNdWUH
#8 X 1/2" LONG S.M.S. T LEG
INPICAL EACH SIDE, TOP TROM)
•• `• NOTE # I. USE N°W X 3" LONG TAGS INTO
}IOSy STRUCTU?E ELEMENTS ypOp HOST AN® v,^B x 2+A^LONG
" -. .. CONCRETE SCRliWUINTO CONCRETE
• MASONRY CONSU CTIONCONEM
• + - TYPICAL)/ SPACING 24" O.C. AND WITHIN
' .. V OF EACH PE#P@NOIWLAR MEMBER
fl-Sli L I G D E -l`A l L_
__ g
hlo fj%clAgEo'T-Wk)ost,
I2—
Z azx
2#4 Z1.� Q4 4
/3rz 3r2 3 3k z 3 .z 3 3r2 r4 Z#4
;r2 in v2
3X2 3x2
6�-
1u N J
3x1 br: 3'r2 3r2 3v2 3,r2 �r2 _ qA �
1 O
10,
o �
•�
\`.
CIA 1
01)
✓ �xI
%jYI^J Fa7S'r� prrT-�)JrS�PD GG71.iG�yf5ThThlrtS
NbTE '50" ✓ PoE:,TS 64-I iAjhJ 00 MULTIPLE J� LE VA7/L7hJS
i
`Lof lPc��I f E l'orP PJ-1,1JNI!rLS
I IbEpgcor[E )�0,832"SKI NJ "r+IlKhit^�.s�i
�t�p 12ooF=A'3TIEiJIhIGs bE"1AILu
Vx4xvav41p" Ifo.IDo" ALU1,1':I"R�.
N oTGu PolbT TO I "P 2 Y4 H3k` K A
3"x 3" v O'liv5" HOLWItJ ALUM POST
i'ZJi,I0Qt,-- F'FIZ DVMIL
• Planning & Development Services Department
•IIIMIIIII _ Building & Code Regulations Division
®— 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553
Certification for Design Load Compliance
Project Name: i o u u rr V I we G>M , paaa ,
Project Address: g 2 5 W LETT EL"S OL..V b
Permit 0: OccupancyType:---L_Construcuon Type: V-
INSTRUCTIONS FOR USE:
• This certification. must be completed, signed, and sealed by the design professional of record.
• Submit (2) copies for residential, (3) copies for commercial with all Permit applications involving the following:
o New Residences (single or multi -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 exterior structural elements are affected and
certain minor building permits at the discretion of the local building officlal. Contact the # above for questions.
DESIGN P_ ARMIETEERS AND ASSUMPTIONS QED; (complete all that a I
apply)
1. DESIGN CODE: Florida LIL1.N kA, L9 Code 2010 Edition with 20_Ap_Supplements using ASCE 7-10
2. Structure Designed as (check one): _Enclosed .LPartially Enclosed _Open
3. Risk Category: ),I _II _111,_IV Exposure Category:
4. Design Wind Velocity I(a0 mph DASD ±cARFD End Zone Width: �_h
5. Mean Roof Height 14 - ft Roof Pitch: 3 :12 Parapet: KU 4 ft
6. Components & Cladding Desiggnn Pressures Used: (PSF; based on 10sgR @ 15WRH, dearly label on all plan openings):
+k&a +46•F +1#•4 145,8 +45,.
Zone 1: - 45- S Zone 2: - 7L,1r Zone 3: - /D4,o Zone 4: - 49.7 Zone 5: - 41, 3 Garage: N 1d
7. Design Loads: Floor: N L PSF Roof/Dead: 6 PSF Roof/We: 7.0 Balcony; ✓ I,Q PSF
Dock: r)(F, PSF Deck: OJ PSF Stairs: -U 4& PSF Fence: IJ IA PSF Railings: 1 V PSF
B. Were Shear Walls Considered For Structure?Yes —Not Applicable Explain Why Not:
9. Is A Continuous Load Path Provided? yL Yes _Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: 4"P p PSF Soil Test Reports Submitted? _Yes
DESIGN PR0.e % et r• AUE aT1ON RTATFN WL
I certify that, to the best of my knowledge and belief, the attached plans & Specfications have been designed to
comply with the applicable structural portions of the building codes Currently adopted and enforced by St. Lucie
County. I also certify that structural elements depicted on these plans provide adequate resistance to the design
forms specified:
P %J �
(I Gu'T ��77EG K 1,-1 ow L`r Sol PoPST, Rut a u+ t 29'145 57/s
GGAJ'�IW6JL•.� ••r �{ Ced 1"'i4"W- k. �T� - Print tN7ame Cert#&Co.CartAuth.
t'duLW"4*yytt1WG
arouac
Company Name & Address
�i�I1P" TNT INTEL''i`[�L (SNITS}
F4g1VIw4ee CPAW M it L. W/
(+) 'l2" " E'Iw1r NOTES:
A.A�L.^ii t71� 1) FOR 1X2 .ATTAC'HMENT L'SE G" 0 X 3" LONG LAGS INTO WOOD. HOST, '/," 0 X 2
LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION .AND
#14 SMS X 2" LONG INTO ALUMINUM (V EMBEDMENT TYPICAL) / SPACING 24" O.C.
AND WITHIN 6" OF EACH PERPENDICULAR MEMBER
�( 2) ALL PLANS IN ACCORDANCE WITH THE FBC 2010.
�im n4Y
V t,
J 44 " e oW4.. <iLA5 3) BOLTS AND OTHER FASTENERS SHALL BE ALUMINUM, STAINLESS STEEL, HOT -
DIP OR ELECTRO-GALVANISED STEEL. DOUBLE CADMIUM PLATED STEEL BOLTS
MAY ALSO BE USED.
4) DURING ERECTION, STRUCTURAL ALUMINUM SHALL BE ADEQUATELY BRACED
AND FASTENENED TO RESIST DEAD, WIND AND ERECTION LOADS.
-�• - II
e
--.
S)
ALL EXPANSION BOLTS SHALL NOT BE INSTALLED LESS THAN 3" FROM THE
EDGE OF CONCRETE SLAB.
6)
ALL FASTENERS SHALL RAVE HEAD, OR WASHERS NOT LESS THAN %" IN
DIAMETER
7)
NON STRUCTURAL ALUMINUM SHEETS SHALL HAVE A MINIMUM THICKNESS OF
0.032 INCHES (KICKPLATE, ETC...)
8)
ALUMINUM IN CONTACT WITH CONCRETE, OR MASONRY MATERIALS SHALL BE
'TW
IC n � ;..
F6-�---"
( �---' 1 4I L s
{� ) �„
9)
PROTECTED WITH ALKALI -RESISTANT COATINGS.
ALUMINUM IN CONTACT WITH WOOD TO BE PAINTED WITH TWO COATS OF
HEAVY -BODIED BITUMINOUS PAINT.
__.___.. _... ... 10) ALL SELFMATING-BEAMS(SMB) TO BE CONNECTED WITH BEAM STITCH SCREWS
AT 24" O.C. BOTH SIDES (#10 S.M.S. OR #12 &M.S.)
11) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY' ALL
DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT.
12) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL. BE ADDRESSED
BY THE ENGINEER AS CONSTRUCTION PROGRESSES.
13) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER
SCALED DIMENSIONS.
14) ATTACH KICK PLATE TO ALUMINUM FRAMING MEMBERS WITH #8 SMS AT 12"
O.C. AND WITH IN 6" OF EACH PERPENDICULAR MEMBER
15) UNLESS OTHERWISE NOTED ALUMINUM STRUCTURAL MEMBERS i" x 2", 2" X 2"
AND 2" X 3" TO BE MINUMIM U 045" THICKNESS.
16) ALI, EXTRUDED ALUMINUM TO BE TS ALUMINUM ALLOY (6905) w/ TENSILE
STRENGTH OF (35 W) OR GREATER YIELD STRENGTH OF (356D OR GREATER,
.AND COMPRESSION STRENGTH OF (10 Bell OR GREATER.
` � zx"
CONCEALED FASTENERS OR ATTACHMENTS
III k - I-1 6 t l L � N 0 �t ` / ARE THE RESPONSIBILITY' OF THE
/ Z./ / CONTRACTOROFRECORD
i7
Y gSRNCE
r
NVrl
0
ST LUCIE COUNTY
BUILDING DIV].MN
DATE
PLAN AND PERMIT
MUST B . KEPT ON JOB OR
NOINNSPE TION WILL BE MADE 9
'�i Jamul 91'�cw� � �205 02 %
X Y 1'Sie a
"✓GAL.
OCT 1 8 2012
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT MANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
ow mmAh4Ar'IiNEate Eoom
I
u
LL
0
U
CL
W
0
m
LA.J,U,a+
z
kr6a
C/i
LLJ
Z
ti
Ontea/
°4ew,
w
N
Sri
/Lo
Q
L1J
m
J
W
W
Z
Z
R
Ln
N
°1
SCANNED
By
t: U60C;nowty
PAUL WELCH, P.E.
PAUL WELCH INC.
MECHANICAL * ELECTRICAL * CIVIL ENGINEERING
1984 SW BILTMORE ST. SUITE #1 14
C PORT ST LUCIE, FL 34984
i
PHONE E-MAIL FAX
(772)785-9B66 PWELCHINCC)AOLCCJFt (772)7B5-9922
FL. REG. NO 2994r I'
SHEE1T NUMBER
¢ OF
1