HomeMy WebLinkAboutBuilding PlansGENERAL NOTES
' 1.. ALL MATERIAL AND WORKMANSHIP SHALL. CONFORM WITH
THE REQUIREMENTS OF THE LATEST REVISION OF THE
INTERNATIONAL BUILDING CODE 2015 AND THE
FLORIDA ,1
10RIDA. BUILDING CODE 20 J. DESIGN ACCORDING
I TO AIS 51OQ 12 NORTH A ERICAN SPECIFICATION ON
l
FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL '
30„-5 }Q 11.8.%5 MEMBERS AND WITH ANSI/ASCE 7 10
10 i . 2N0 LOADS .OTHER THAN. THOSE GIVEN UNDER .:DESIGN
DATA" BELOW SHALL BE IMPOSED ON THE "STRUCTURE"
3. SPECIFIC. NOTES AND DETAILS SHOWN ON THE DRAWINGS
SHALL TAKE PRECEDENCE OVER THE BUILDING MANUAL
X
SUPPLIED
4. THE BUILDING, IN E B IL G INCLUDING THE FOUNDATION, MOST BE
CONSTRUCTED IN STRICT ACCORDANCE
-: WITH THE DRAWING
AN
D ERECTION INSTRUCTIONS. ANY DEVIATION, N -
0 . EB5
L' APPROVED By US IN WRITING, SHALL NULLIFY OUR
Ih _ CERTIFICATE AND SEAL AND SHALL BE THE SOLE
N RESPONSIBILITY OF THE ERECTOR
5. A PROFESSIONAL ENGINEER SHOULD BE RETAINED
WHERE SITE INSPECTIONS ARE WARRANTED.
00 6. NO ARCH PANEL MAY BE CUT OR MODIFIED UNLESS IT
IS TO ACCOMMODATE AN .ACCESSORY .-PROVIDED 'BY THE
.MANUFACTURER IN ACCORDANCE WITH ITS INSTRUCTIONS
AND/OR THIS DRAWING
7: MINIMUM SEPARATION FROM THIS BUILDING TO ANY
TALLER BUILDING MUST BE THE SMALLER OF 20 FEET
C AND 6 TIMES'. THE HEIGHT DIFFERENCE
FOUNDATION NOTES
Q NOTE: THE FOUNDATION ON THE DRAWING SPECIFIES THE
W MINIMUM REQUIREMENTS, G
a
MI UI EM N Q R E S. LOCAL BUILDING CODE AND T
I > CD CONDITIONS :MAY REQUIRE. A .STRONGER: FOUNDATION,
L1J ' WHICH MUST BE: DESIGNED BY A LOCAL ENGINEER
U VVVQ 11 THE FOUNDATION SHALL BE FOUNDED ON NATURAL
J
w im 01 UNDISTURBED :SOIL CAPABLE OF SAFELY SUSTAINING
_
REAR ELEVATION
\ / A T I ON SLOE ELEVATION FRONT ELEVATION LL 1500 psf. THIS SHALL BE DESIGNED TO FULLY RESIST
ALL ROTATION. AT THE
BASE OF THE ARCH.
2. SLAB ON GRADE SHALL BE PLACED ON WELL CO
OVERHEAD DOOR TO BE DESIGNED MPAGTED
AND SUPPLIED'. BY OTHERS SOIL CAPABLE OF SUSTAINING 1500 psf WITHOUT. -
APPRECIABLE SETTLEMENT..
5" 9.5 •+ ( 71.44" DESIGN DATA MATERIALS
O1. W.W.R. 4 (min) t = 0.03 1.. CONCRETE F'c2500 PSI 0 28 DAYS, ACI
. - I 2. REINFORCING STEEL GRADE 40 . F _ 4P. K51 AS A is
/ .\ 3.:WWR Fy 65 NET, ASTM A1064
9,� 91, 4. WWR 6 X 6 Wt4 x W1.4
-ia / t I-57.5 I=57.56
t 0.03 t = 0.03 ARCH DATA 24"
_ . z
I �
u 4" (min) WWR n 18" 2 #4 92.25;, = 92.25"
t - 0.03 t 0.03"
SEC B-B 75
I �
u n ENDWALL :DATA 18"
j WARNING: DO NOT REMOVE OR REDUCE THE CONCRETE FLOOR
n &, EI NIa� R A IS . THE TOPS O F - - 1. =_ -
70., ^" ram"; A„�'t °a •' a.;•. .+.+'3P'fX,' �, .D3 . ,.... _
xL,�a 1 7. 2.4
SEC A -A' THE FOOTERS ABOVE THE FLOOR OR BUILABID O ' A9L ET` �_
BOLTS SAE GRADE 2 OR ASTM A307
Minimum Concrete Cover:
` ARCH STEEL THICKNESS - SEE ARCH PROFILE
ENDWALL STEEL THICKNESS = 003 In.
"(a) Concrete -Cast against earth: 3"
(b) Concrete exposed to earthor weather: GALVALUME SHEET STEEL
Na. 6 through h NO; 10 bars: 2„ STRUCTURAL QUALITY ASTM SPECIFICATION A792-10
I - g 55% ALUMINUM ZINC ALLOY. (HOT DIP COATING)
No. 5 bar and smaller: 1.5' ARCH I PROFILE ASTM A792 GRADE 50A
(c) Concrete not exposed to earth or weather: 0.75' 50 KSI MINIMUM YIELD
65 KSI MINIMUM TENSILE
HSS. SECTIONS.. SHALL CONFORM T0.
ASTM A500 GRADE B FEZ = 46. ksU
W SECTIONS SHALL CONFORM TO
31 -6' ASTM A992 GRADE 50 QFy = 50 Ksl)
:OTHER SECTIONS SHALL CONFORM TO
-ASTIM A36 (Fy _ 36 k I
B- ` ARCH DESIGN DATA IN ACCORDANCE WITH ANSI/ASCE 7-10.
ROOF LIVE LOAD (PSF) = 20
ARCH PANEL Pg: GROUND SNOW LOAD (FEE) 0
ARCH PANL
Ce: EXPOSURE .FACTOR = 11 .
ARCH ANCHORAGE GROUT TO BE CU THERMAL FACTOR = 1.0
BOTTOM BOLT GRADE 8 2 SEALED AFTER
3/8" DIA x3/4" CURING'. IMPORTANCE FACTOR (SNOW) := 0.8
0z CJG-13
TIGHTEN TO 45 FT LBS f CATEGORY 1/AGRICULTURAL BUILDING
STEEL
MINIMUM O Filet: COMPONENT WIND PRESSURE P
A SURE SE -H 39
A ,A STEEL BRACKET 9 W ( ) /
ASTM A792 < " REVIEWED FOR �..: BASIC -IN A I WIND SPEED PH - 14
GRADE 50 1
ARCH CODE COMPLIANCE Kh: VELOCITY PRESSURE EXPOSURE 0:85
I , °' V
0 ° c ,: L. WIND EXPOSURE` CATEGORY. _C
0 6 ST• LUCIE C IVTY SEISMIC DESIGN CATEGORY A
SLgO A-- ANGLE & VERTICAL LEG LENGTH
/�
° BCC
4
MAY BE DIFFERENT FOR & X MODELS
e
N
N ° °. I`
I... J4 e Za, Gz�.a d
CT) 1 4"x1 3/4'x1 3/4
TEEL WASHER ° ° NT Cf
60 ORTEOUIVALENT d File i. ci
FYI
° "ENDWALL ANCHORAGE:
C ENDWALL PANEL ® '.`ENDWALL
HILTI KB3( ANCHORS (ICC ESR-2302) OR EQUIVALENT' CROUT r0 DE
1/2' DMA x5 1/2" BOLTS WITH4.4" EMBEDDED DEPTH FOR BUILDINGS LESS THAN 30'-0" WIDE SEALED AFTER
CURING BOLT
5/8` Dlfj_ N 10' BOLTS WITH 875" EMBEDDED DEPTH FOR 30*-0" WIDE AND GREATER 7
State of Florida Product Approval. # F1_15523=R4
I
FIRST ANCHOR BOLT LOCATION FROM END OF FOUNDATION: 4
� 25' WITH NO WALL OR MANUFACTURER'S CLADDED ENDWALL LEGAL NOTE
*.33" WITH MANFUCTURER'S CORRUGATED ENDWALL '
ARCHES AND MANUFACTURER'S ENOWALLS MUST BE ° ' 0.075° ° °
e RRAQKE
ae ° a ip 0 9. is property of F tW Slrt B bin9 Intl,Any
Anyone
Gft0UTE9 INTO FOUNDATION ON BOTH SIDES OF PANELS , ° 1 d pu tonrthis el a
g 1 N.I.p t s tctly Farb tldsae, Anyone
° . aoing e .will be proseculeB under the full extent of fM1e kp
i'_
18: CA
n
° ° REVISNNS
4
` •FIRST ANCHOR BOLT LOCATION' ,
SOLID ENDWALL 9" FROM BUILDI G TE 1 •• T.Ce•
_ * OPEN ENDWALL 11` FROM OPENIN� C.rtC G At O� SteeIMQSter Buildings
r) �.,®_ • •• ENGINEER t • • - 220 Chrysler 06,e 'Brampton Ontw o(Lanada LES 6B6, Phone (905) 7,
U • a s, NTS P cU0 90-8500
S
y. a CALE. APPROVED Y
FOUNDATION PLAN
.� �" DJ/m/2D1s 9.B.
pn I� Y. • � � DATE: CHECKED BY
'1 AA PROXCT, DARLENE RICHARD F. OR SASSI HINES
° ` f®` 0F �~ FIRT PIERCE, FL
•�'e
wr P :per ��
R 1 ID Y! A20-13 81-55580 R
3 2019 e�e'�