56 W 13th St (vault)'-0" 20'-o"
.
CONSTRUCTION
JOINTSF
10'-0' 20' 0' --- 20 0
- — 20' 0'
I
-I 6' B 6' . ,5 6' F
Q
Q �
CU OO ._ F— _ �. i 0 — —
1 1 (-� 1 Oc
F-3 , I — I ( I i I I m i _ L_
r HAI IN HARS W/ - 1 _ _ I 1 F-3
00 5- • LONG LEGS F-1 I
TYPI E E.W.'S F 1 , Fr1 1
I F
W L I HAIPIN BARS W/ I
_Z r- Q T Q 7'- 0' LONG LEGt I I
-1 m otoo, F-2 I ---- TYP-E S,W:S I t J
J I --- ----t---------- t------ C 1 ! Q
W ! -----------------t- I F-2
--------------
100
�(- i I I 1 -00
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_WOO II I .�o
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-i N o r, ) I U U 1 -I iI
ll
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I
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T L Q ; O1
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------------ C , 1
m I 1 00
00 3' p•. -I
I F 1 j1
�) 1 F-1 1 GI F ,-3'1a'
I — F`4 , F-1
F-3
Q T Q Ir I �o i I I I ; F-3
O° _�� Lam_ _ __� �>� I i Q �-
N ord -- —----I----� Lo°
�--i' 6' B
•- F
20'-0" 20 -Co)
FRAME LINE
DIMENSIONS A
r ,
—n"
FOUNDATION LAYOUT PLAN
I -"
CX) FOR CONSTRUCTIO
I I FOR PERMIT ONLY
I I FOR APPROVAL
I ) OTHER, EXPLAIN
------------------
r
a
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Q
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TQ
b
N
r
I
ANCHOR BOLT SUMMARY
GNT
LOC
DIA.
PROJ
TOTAL
LENGTH
BEND
---
_--
(IN)
(IN)
O 32
EW
3/4
_(IN_)
3,00
__(IN_)
12.0
3,00
a 24
RF
1 1/4'
3.00
28.0
4,00
N 4
WF
1 1/4'
3.00
28.0
4.00
1
7
AMERICAN STEEL BLDGS, KIRK LICNTY
PROJECT 50.0' x 80.0' x 16.0' FOUNDATION LAYOUT PLAN
ID 5508136A DESIGN, DRAFTiRD CHECKi
PROJECT JACKSONVILLE,FL DATE, 7/18/05 SHEET FNDWG-1
ADDRESS
(2) # 6 REBARS CONT, (2) # 5 REBARS CONT. SAW CUT 1/8' X V DEEP
6'X6'-10/10 £
I WELDED WIRE MESH I WELDED WIRE iMESH CONCRETE SLAB
6 MIL POLLY�i: • 6 MIL POLLY f i:;ti is i.: is ' i::•:' i :' i:;::; r;::
1 ��4; :`�':I:'.• MOISTURE BAR itIER r.• r.•'..�•
RE BARRIER :,;.•;,
I 'Z-' '�'}''' - 4' THICK '" 1 ? �!' • • THICK:
` SAND LAYER = ''Ql' a SAND LAYER •• w' • •� w
V COMPACTED SOIL 1� COMPACTED SOIL w
2 - # 5 BARS 2 - # 5 BARS SECT, C -C C Const, Joint )
CONTINOUS
'- ' CONTINOUS
NOT TO SCALE
SECT, B -B
NOT TO SCALE
SIDEWALL
COLUMN
CONTINOUS ARS
ANCHOR
B❑LT T-1 # 5 BARS 8. O/C
BOTH WAYS
TOP ONLY
Q1
•r.
I
A 1'
#6 BARS in- ❑/
BOTH WAYS
BOTTOM ONLY
FOOTING SIZE
SEE FOUNDATION PLAN
SECT, (53-G
NOT TO SCALE
HAIRPIN BAR P✓/ 9C
HOOK #5X 7'-0 LONG
6' X 6' - 10/10
WELDED WIRE MESH
6MIL POLIY
M❑ISTURE 5ARRIER
4' THICK
SAND LAYER
COMPACTED SOIL,
SECT, D -D
NOT TO SCALE
SIDEWALLHAIRPIN BAR W/ 900
COLUMN HOOK #5X 7'-0 LONG
ANCHOR
BOLT 2 - # 6 BARS
C❑NTIN❑US r6WELDED WIRE iMESH
m 'r'• IL POLLY
6 M
,b.
•
M❑ISTURE BARRIER
2 'r•
I � +.; :b• :¢�%;• •4: •'a: ••
�1
4 THICK
41'
SAND LAYER
1'
COMPACTED SOIL
# 5 BARS 8' ❑/C
BOTH WAYS
TOP 6 BOTTOM
F❑❑TING SIZE
SEE FOUNDATION PLAN
SECT, F -F
NOT TO SCALE
GENERAL FOUNDATPIIGN NOTES
1, ALL REINFORCING STEEL SHALL BE GRADE 60
DEFORMED BARS,
2, ALL POURED IN PLACE SHALL BE Fc
3000 PSI MIN @ 28 DAYS,
3. WELDED WIRE MESH SHALL MEET ASTM A-185,
4, FOUNDATION AND FOOTING SIZING BASED ON
ASSUMED S❑IL BEARING CAPACITYOF 2500 PSF,
5, THE UPPER 12' OF BEARING SOIL IN FOOTING SHALL
BE COMPACTED TO 98% OF THE STANDARD PROCTOR,
6, MIN, REINFORCING STEEL COVER AT EARTH 1 3'
7, SLUMP RANGE AT POINT OF DISCHARGE, 3'-6'
8. OVERLAP ALL WWF A MINIMUM OF 81,
9, LAP ALL REINFORCING STEEL A MINIMUM OF 30 DIAMETERS,
10, REMOVE TOPSOIL L ORGANIC MATERIAL FROM TOP 12'
OF EXISTING GRADE,
---COLUMN
ANCHOR
BOLT—
CD f..
o z
_(2) #5 REBARS CONT,
HAIRPIN BAR W/ 90°
HOOK #5 X 5'-0 LONG
# 5 BARS 8 /C
BOTH WAYS
16 FOOTING SIZE
SEE FOUNDATI❑N PLAN
11, PROOF ROLL OF 5' OUTSIDE BUILDING FOOTPRINT
WITH VIBRATORY COMPACTOR,
12. FILL TO WITHIN 4' OF FINISHED FLOOR ELEVATION
WITH CLEAN SAND FILL,
13, COMPACT TOP 6' OF FILL MATERIAL TO 95X OF
MODIFIED PROCTOR DENSITY, CMIN)
14, SAW INDICATED CRACK CONTROL JOINTS WITHIN .
8 HOURS OF PLACEMENT OF CONCRETE,
15, SOIL IN FOOTING TRENCHES SHALL BE FREE OF
ORGANIC MATERIAL OR CLAY1 IF EITHER IS
ENCOUNTERED IN FOOTING TRENCHES, REMOVE IT L
REPLACE WITH COMPACTED SAND,
16, CONTRACTOR TO REVIEW FOUNDATION DRAWINGS
AND CHECK FOR COMPLIANCE WITH ERECTION DRAWINGS
BEFORE COMENCMENT OF CONSTRUCTION,
ANY DISCREPANCY SHOULD BE BROUGHT TO ENGINEER`S
ATTENTION.
SECT, A -A
NOT TO SCALE
1'
6'X6'-10/10
WELDED WIRE MESH
6 MIL POLLY
MOISTURE STU BARRIER
4' THICK
SAND LAYER
CTED SOIL
D
2865 Plummers Cove Rd. #3
Jocksonville, FL 32223
1-800-240-3688 or (904)262-0037 - (904)262-0068 (FAX)
PROJECT NUMBER: S508136A
PROJECT NAME: KIRK LICHTY
PROJECT LOCATION: ATLANTIC BEACH, EL 32223
L I cusroMeR: KIRK EIGHTY IV
NOTES AND SPECIFICATIONS BUILDING ACCESSORIES
BUILDING ERECTION NOTES
1) THE GENERAL CONTRACTOR AND/OR ERECTOR IS RESPONSIBLE TO
N
N
In
I n
N
N
SAFELY AND PROPERLY ERECT THE METAL BUILDING SYSTEM IN
�
n
CONFORMANCE WITH THESE DRAWINGS. OSHA REOUIREMENTS, AND
PRIMARY
FIND SECONDARY STEEL PRIMER COLOR: RED
MSMA STANDARDS PERTAINING TO PROPER ERECTION. THIS INCLUDES,
BUT IS NOT LIMBED TO. THE CORRECT USE OF TEMPORARY GUYS AND
L
BRACING WHERE NEEDED FOR SQUARING, PLUMBING, AND SECURING
ROOF SHEETING, TYPE:
CI0551C 26 GAGE, FINISH: Golvolume
THE STRUCTURAL AND SECONDARY FRAMING. SECONDARY WALL FRAMING
Z
W Y V))
MEMBERS (GIRT$ OR BAR JOISTS) ARE NOT DESIGNED TO FUNCTION AS
Q
A WORK PLATFORM OR PROVIDE SAFETY TIE OFF ATTACHMENT IN
ACCORDANCE H OSHA REOUIREMENTS. SECONDARY ROOF FRAMING
CFR CLIP TYPE:XN/A
❑TALL -]SHORT ❑FIXED []FLOATINGWIT
MEMBERS (PURLINS OR BAR JOISTS) ARE NOT DESIGNED TO PROVIDE
S508136A
SAFETY TIE OFF ATTACHMENT IN ACCORDANCE WITH OSHA REOUIREMENTS.
CFR THERMAL BLOCK!
3: E] YES []NO CFR EPS FOAM SPACER: []YES []NO
2) ALL HIGH STRENGTH BOLTS ARE TYPE A325 AND ARE TO BE FULLY
TIGHTENED BY AN ACCEPTABLE METHOD, SUCH AS TURN OF THE NUT'
SEAMING METHOD FOR CFR
I)NLY): El -ROLL LOCK"TU
METHOD, UNLESS NOTED OTHERWISE. BOLTS IN STANDARD HOLES DO
NOT REQUIRE THE USE OF WASHERS. PER ASTM A325, SECTION 5(8).
REFER TO THE DETAIL PAGES FOR
❑"POWER LOCK"TN
ADDITIONAL SEAMING INFORMATION
TM
[]-POWER LOCK PLUS"
3) ALL A307 MACHINE BOLTS ARE TO BE BROUGHT TO A "SNUG
TIGHT' CONDITION TO ENSURE THAT THE MATERIALS IN THE JOINT
COMPOSITE CFR DECK, TYPE:
N/A GAGE, FINISH:
ARE BROUGHT INTO GOOD CONTACT WITH EACH OTHER.
—
4) WASHERS ARE REOUIRED AT ALL SLOTTED CONNECTIONS
ROOF LINE TRIM, PAINTED:
Polar White SP NOTE: GUTTER HANGERS AND CINCH STRAPS
-AT HOLE TO SLOT CONNECTION, ONE WASHER IS REQUIRED
PROVIDED of GALVANIZED COLOR ONLY.
ON THE SLOTTED SIDE.
EXTERIOR WALL SHEETING, TYPI'`
Classic 26 GAGE, FINISH: Fox Gray SP
-AT SLOT TO SLOT CONNECTIONS, TWO WASHERS ARE REOUIRED,
ONE ON EACH SIDE OF THE CONNECTION. EXTERIOR WALL CORNER TRIM FINIS
1: Polar While SP
5) METAL BUILDING SUPPLIER SHALL BE NOTIFIED PRIOR TO ANY
FIELD MODIFICATIONS. MODIFICATIONS SHALL BE APPROVED
EXTERIOR BASE TRIM, PAINTED:
Fox Grog SP
BEFORE WORK IS UNDERTAKEN.
FRAMED OPENING TRIM, PAINTED:
POlor White SP
6) ALL WELDING MUST BE PERFORMED BY AWS OUALIFIED WELDERS -
-
FOR THE WELDING PROCESSES AND POSITIONS INDICATED. WALL FRAMED OPENING, SIZES: FSIN
(2) 14*-OwW x 14'-OIH
ALL WORK MUST BE COMPLETED AND INSPECTED IN
ACCORDANCE WITH THE APPLICABLE AWS SPECIFICATIONS. WELD
BSW
none
ELECTRODES USED FOR THE SMAW (OR STICK) WELD PROCESS MUST
BE 70 KSI STEEL AND LOW HYDROGEN CONTENT.
LEIY
none
_7) COMMON ABBREVIATIONS:
a TYP UNO-TYPICAL UNLESS NOTED OTHERWISE f) SIM. -SIMILAR
REIY
none
b3 SLV-SHORT LEC VERTICAL y . NIC -NOT IN CONTRACT
c) LLv-LONG LEG VERTICAL n; SL -STEEL LINE
INTERIOR WALL SHEETING, TYPE::
N/A GAGE, FINISH:
d N$ g FS -NEAR SIDE ANFAP. SIDE i) N/A. -NOT APPLICABLE
e DAL. -OVERALL LENGTH j) MSS -METAL BUILDING SUPPLIER
-
PARTITION WALL SHEETING, TYPE`
-'-
N/A GAGE, FINISH:
8) CONSTRUCTION LOADS SHALL NOT BE PLACED ON ANY STRUCTURAL STEEL
_
FRAMEWORK UNLESS SUCH FRAMEWORK IS SAFELY BOLTED. WELDED, OR OTHERWISE
INTERIOR WALL TRIM, PAINTED:
N/A
ADEOUATELY SECURED.
YES NO
9) PURUNS AND GIRTS SHALL NOT BE USED AS AN ANCHORAGE POINT FOR A
FALL ARREST SYSTEM UNLESS WRITTEN APPROVAL IS OBTAINED FROM METAL
BUILDING SUPPLIER.
®
❑ GUTTER AND DOWNSPOUTS,
DOWNSPOUTS PAINTED: Polar White SP
10) PURLINS MAY ONLY BE USED AS A WALKING/WORKING SURFACE WHEN
❑ WALKDOORS, QUANTITY:
(2) 3070 PAINTED: Polor White SP
INSTALLING SAFETY SYSTEMS, AFTER ALL PERMANENT BRIDGING HAS BEEN INSTALLED
AND FALL PROTECTION IS PROVIDED.
❑
]� WINDOWS: _
PAINTED:
11) CONSTRUCTION LOADS MAY BE PLACED ONLY WITHIN A ZONE THAT IS WITHIN 8Jest
E3INSULATION (NOT
BY MBS), ROOF: 3 INCH WALLS: 3 INCH
FEET OF THE CENTER -LINE OF THE PRIMARY SUPPORT MEMBER. CFR BUNDLES
SHOULD BE PLACED DIRECTLY OVER THE RIGID FRAMES.
❑
p�
:K CRANES (SEE
CRANE PLAN FOR ADDITIONAL CRANE INFORMATION)
GENERAL DESIGN NOTES AND MATERIAL SPECIFICATIONS
❑
X MEZZANINE (SI:E
MEZZANINE
1. ALL STRUCTURAL
PLAN FOR ADDITIONAL MEZZANINE INFO)
STEEL SECTIONS AND WELDED PLATE MEMBERS ARE
DESIGNED IN ACCORDANCE WITH THE RISC 'SPECIFICATIONS FOR THE
❑
WALL TRANSLUCENT PANELS: (4) 5'-4" Clossic WOII
DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL BUILDINGS'
ALLOWABLE STRESS DESIGN, NINTH EDITION.
2. ALL WELDING OF STRUCTURAL STEEL IS BASED ON AWS D1.1 'STRUCTURAL
ElROOF TRANSLUCENT
PANELS:
WELDING CODE", LATEST EDITION.
3. ALL COLD FORMED MEMBERS ARE DESIGNED w ACCORDANCE WITHasl
'SPECIFICATIONS
INSULATED PANELS YES ❑ NO ❑
FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL
MEMBERS', LATEST EDITION.
❑
PIPE JACKS, SIZE:
QUANTITY:
4. ALL WELDING OF COLD FORMED STEEL IS BASED ON AWS D1.3
"STRUCTURAL WELDING CODE - SHEET STEEL', LATEST EDITION.
5. IF JOISTS ARE INCLUDED WITH THE PROJECT, THEY ARE SUPPLIED AS A PART
E]�%
tC7f ROOF FRAMED
OPENINGS, SEE ROOF FRAMING PLAN FOR SIZES
OF THE SYSTEMS -ENGINEERED METAL BUILDING AND ARE FABRICATED IN
ACCORDANCE WITH THE REOUIREMENTS OF SECTION 1926.758 OF THE OSHA
❑
RIDGE VENTS,
10�-0" LONG X 9" THROAT. QUANTITY:
SAFTEY STANDARD FOR STEEL ERECTION, DATED JANUARY 18. 2001.
6. MATERIAL SPECIFICATIONS:
PLATE AND FLANGE MATERIAL:
5'-12- WIDE AND THRU 1' THICK _ A529 GRADE 55
OTHERS A-36
SOLT-UP STRUCTURAL WEB MATERIAL AIOI I. SS (OR HSLAS CLI) OR 55
HOT -ROLLED STRUCTURAL A-36 OR A572 GRADE 50
STRUCTURAL TUBE A500 GRADE 8 (46 KSI)
❑ j$( FASCIA, PROJECTION: TOP. OF FASCIA HEIGHT:
FACE PANEL, TYPE: — GAGE, FINISH:
BACK PANEL, TYPE: — GAGE, FINISH:
CAP TRIM PAINTED: BASE TRIM PAINTED:
❑ CLOSED SYSTEM, CLEAR UNDER SOFFIT TRIM:
SOFFIT PANEL, TYPE: —GAGE. FINISH:
SOFFIT TRIM AT BUILDING LINE PAINTED:
❑ OPEN SYSTEM, (NO SOFFIT PANEL PROVIDED)
CLEAR UNDER FASCIA
❑ PARAPET SYSTEM
❑ STRUCTURAL PARAPET ❑ NON-STRUCTURAL PARAPET
TOP OF PARAPET HEIGHT:
BACKER PANEL, TYPE: —GAGE. FINISH:
❑ X CANOPY (EXPOSED BEAM), PROJECTION:
AT SAVE LINE ❑ BELOW EAVE ❑
ROOF PANEL, TYPE: _ GAGE, FINISH:
SOFFIT PANEL, TYPE. —GAGE. FINISH:
SOFFIT TRIM AT BUILDING LINE PAINTED:
CLEAR UNDER CANOPY BEAM:
❑ EAVE EXTENSION (CONCEALED BEAM), PROJECTION:
SOFFIT PANEL, TYPE: — GAGE, FINISH:
SOFFIT TRIM AT BUILDING LINE PAINTED:
❑ X RAKE EXTENSION, PROJECTION:
SOFFIT PANEL, TYPE: —GAGE, FINISH:
SOFFIT TRIM AT BUILDING LINE PAINTED:
ERECTOR NOTE:
ALTERNATE FASTENERS HAVE BEEN SUBSTITUTED ON THIS BUILDING.
WHERE THE DRAWINGS INDICATE AN H1040 STRUCTURAL FASTENER,
H1030 FASTENERS WITH WASHERS HAVE BEEN SUPPLIED.
WHERE THE DRAWINGS INDICATE AN H1060 TRIM FASTENER,
H1050 FASTENERS WITH WASHERS HAVE BEEN SUPPLIED.
STRUCTURAL PIPE AnGRADE 8 (42 KSI) $
COLD -FORMED STRUCTURAL A1017 SS (DR HSLAS AL1) OR 55 FOR
PERMIT
L
RPB ROOF PAWLS A79n 2 GRADE 80
STANDING SEAM ROOF PANELS A792 GLADE 50, CLASS t
R -PANEL AND A -PANEL SIDING A653 GRADE W. CLASS I OR USE
A792 `DE 50• CLASS t THIS IS NOT AN APPROVAL SET. NO CHANGES OR REVISION
ROU BIKING S
A-36
CABLE BAKING A475 COATING CUSS A GRADE ENS. 7 -WIRE CAN BE MADE, ANY REQUEST FOR CHANGE WILL REMOVE
WELDS AWS 0 1. 1 LATEST EDITION THE PROJECT FROM THE SCHEDULE
HIGH-STRENGTH BOLTS A-325 TYPE I HEAVY HEX OR -
M90 TYPE I HEAVY I4EX
MACHINE BOLTS A-307 GRADE A OR
JUN 2 g 2005
BUILDING LOADS
DESIGN CODE: FBC 2001 BUILDING END USE: 4F
ROOF LIVE LOAD: 20 PSF MBMA OCC. CLASS: 11
REDUCIBLE PER CODE
GROUND SNOW LOAD: O PSF SNOW EXP. FACTOR, Ce0
SNOW IMPORTANCE FACTOR, Is: 1.00
WIND: 120 WIND IMPORTANCE FACTOR, Iw: 1.00
EXPOSURE: C
UL 90 p YES (9 NO
Classic Rao! -Const. No. 161; Clossic Roof w/ Tronslucent Ponel-Const, No. 167
CFR Roil -Const. No. 590; CFR Roof w/ Tronslucent Panel -Const. No. XXX
SEISMIC INFORMATION N/A
Design Sds/Shc: -- Site Closs: --
Seismic Use Group: -- Seismic Design Cotegory: --
AnolysiS Procedure Equivolent Loterol Force Method
Basic SFRS: Not Deloilted For Seismic
NATES
1) COLLATERAL DEAD LOADS, UNLESS OTHERWISE NOTED, ARE ASSUMED TO BE
UNIFORMLY DISTRIBUTED. WHEN SUSPENDED SPRINKLER SYSTEMS, LIGHTING, HVAC
EQUIPMENT. CEILINGS, ETC., ARE SUSPENDED FROM ROOF MEMBERS, CONSULT THE M.B.S.
IF THESE CONCENTRATED LOADS EXCEED 200 POUNDS, OR IF INDIVIDUAL MEMBERS ARE
LOADED SIGNIFICANTLY MORE THAN OTHERS.
2) THE DESIGN OF STRUCTURAL MEMBERS SUPPORTING GRAVITY LOADS IS CONTROLLED
BY THE MORE CRITICAL EFFECT OF ROOF LIVE LOAD OR ROOF SNOW LOAD, AS
DETERMINED BY THE APPUC48LE CODE. -
ERECTION MANUALS REQUIRED
(MANUALS ARE SHIPPED WITH THE BUILDING IN A
WAREHOUSE PACKING CRATE)
O CFR ROOF (ROLLED SEAM)
® CLASSIC ROOF SHEETING
® WALL SHEETING
DRAWING INDEX
m
0
z
0
� C
o z
U'd
n
N
SHEET NO:
_C 1 Of- 1
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COVERSHEET
N
N
In
I n
N
N
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YATERIALs
_
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L
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JOB NUMBER:
S508136A
SHEET NO:
_C 1 Of- 1
w
COVERSHEET
Cl
ANCHOR BOLT DRAWINGS
FI. F2
YATERIALs
nils SEAL PERTarvs c
DESIGNFJ) A
COLUMN BASE REACTIONS
Rt
BYJ:000R BUILD NG
DIVISION OF NUCOR C
STRUCTURAL/SHEETING DRAWINGS
Et - E6
au�inwc xmlcNs'rfNln
ARE THE PROWCT I
DETAILS __ Dl - D5 I
Is
AND DOES NOT SERVE AS
PRESENT THE PROJECT
OF RECORD AND SHALL
H
IV
Q 4
� COLUMN LINE
FRAME LINE
RIGID FRAME: ANCHOR BOLTS do BASE PLATES
----------------------------------
Frm Col
Anc. Bolt
Base Plate (in)
Grout
Line Line
- NoD(in)--
Wid --Len _ Thk --(in)
--
2 * A
4 1.000
8.000 12.50 0.375
0.0
2 * D
4 1.000
8.000 12.50 0.375
0.0
2 * Frame lines:
2 3 4
2 *
GENERAL NOTES
1. REACTIONS REPORTED FOR LIVE LOAD ARE ACTUALLY THOSE RESULTING FROM THE LARGER OF ROOF LIVE
AND UNIFORM ROOF SNOW.
2. ALL LOADING CONDITIONS ARE EXAMINED AND ONLY MAXIMUM/MINIMUM H OR V AND THE CORRESPONDING
H OR V ARE REPORTED.
3. POSITIVE REACTIONS ARE AS SHOWN IN THE SKETCH. FOUNDATION LOADS ARE IN OPPOSITE DIRECTIONS.
4. BRACING REACTIONS ARE IN THE PLANE OF THE BRACE WITH THE H POINTING AWAY FROM THE BRACED BAY.
THE VERTICAL REACTION IS DOWNWARD.
RIGID FRAME:
Col
Dead
BASIC COLUMN REACTIONS (k )
Out-Of-Plone
Wd P Wd S
- - -
Anc.
- - - -
Bolt
- - - - - - -
Base Plate
- - - - -
(1n)
Frame
Line
Column ----Dead---- -Collateral-
Line Horiz Vert
Line
----Live----
--Wind-L1 ---
--Wind-R1---
NoD(in)
--Wind-L2---
Len
2 *
A 0.68
1.89
Horiz
0.00
Vert
0.00
Horiz Vert
2.52 6.00
Horiz
-6.73
Vert
-12.09
Horiz
-0.24
Vert
Horiz
Vert
2 *
D -0.68
1.89
0.00
0.00
-2.52 6.00
0.24
-7.47
6.73
-7.47
-12.09
-6.37
-0.12
-7.12
-2.51
Frame
Column --Wind-R2---
4
4
-Seismic-L--
-Seismic-R--
--LnWind_L--
--LnWind-R--
---LnSeis---
Line
2 *
Line Horiz
A 0.12
Vert
-2.51
Horiz
-0.09
Vert
-0.06
Horiz Vert
0.09 0.06
Horiz
Vert
Horiz
Vert
Horiz
Vert
2 *
D 6.37
-7.12
-0.09
0.06
0.09 -0.06
-0.91
1.28
-14.77
-8.78
-1.28
0.91
-12.75
0.00
-0.32
4
0.750
8.000
8.500
0.380
0.0
5
B
0.8
-10.80
0.00
0.00
2 *
Frame lines:
2 3
4
0.750
0.750
8.000
8.000
12.50
12.50
0.380
0.380
0.0
0.0
5
A
0.2
ENDWALL COLUMN: REACTIONS, ANCHOR BOLTS, do BASE PLATES
Column_Reoctions (k )-------------------
Frm
Col
Dead
Coll Live Wind -Left Wind -Right
Out-Of-Plone
Wd P Wd S
- - -
Anc.
- - - -
Bolt
- - - - - - -
Base Plate
- - - - -
(1n)
- - - -
Grout
Line
Line
Vert
Vert Vert Horiz Vert Horiz Vert
---------------------
Horiz Horiz
NoD(in)
Wid
Len
Thk
(in)
1
1
D
C
0.2
0.8
0.0 0.9 0.0
0.0 4.2 O.0
-0.7
-4.2
0.0
2.4
-1.6
-8.3
-1.6
1.7
-----------------------
4
0.750
8.000
8.500
0.380
0.0
1
B
0.8
0.0 4.2 2.4
-8.3
0.0
-4.2
-3.7
-3.7
4.1
4.1
4
4
0.750
0.750
8.000
8.000
12.50
12.50
0.380
0.380
0.0
0.0
1
5
A
D
0.2
0.2
0.0 0.9 0.0
0.0 0.9 0.0
-1.6
0.0
-0.7
-1.6
1.7
4
0.750
8.000
8.500
0.380
0.0
5
C
0.8
0.0 4.2 2.4
-1.6
-8.3
0.0
0.0
-0.7
-4.2
-1.6
-3.7
1.7
4.1
4
0.750
8.000
8.500
0.380
0.0
5
B
0.8
0.0 4.2 0.0
-4.2
2.4
-8.3
-3.7
4.1
4
4
0.750
0.750
8.000
8.000
12.50
12.50
0.380
0.380
0.0
0.0
5
A
0.2
0.0 0.9 0.0
-0.7
0.0
-1.6
-1.6
1.7
4
0.750
8.000
8.500
0.380
0.0
BRACING
REACTIONS, PANEL SHEAR
t Reactions (k )
Panel
---Wolf--
Col
--Wind----Seismic-
Shear
Loc
Line
Line '
Harz Vert Harz Vert
(Ib/ft)
L-EW
1
B
2.4 2.0 0.1 0.1
_ ------
C
2.4 2.0 0.1 0.1
F_SW
D
Wind Column In Wall
R -EW
`T
C
2.4 2.0 0.1 0.1
B
2.4 2.0 0.1 0.1
B -SW
A
3 ,2
5.0 4.0 0.4 0.3
WIND COLUMN REACTIONS
t Reactions
---Wall— Col Harz Vert Moment Anc-Bolt Base-Plote(in)
Loc Line Line R/L Load -Id (k ) (k ) (f -k ) No Dio Width Length Thick
-------------------------------
------- - - - - - - ----- ----- ----
M F_SW D 3 L Wind 4.96 52.10 78.16 4 1.250 8.00 8.00 0.63
Seismic 0.48 5.01 31.58
V} H
FORPERMIT` USE LY
THIS IS NOT AN APPROVAL SET. NO CHANGES OR REVISIONS
CAN BE MADE, ANY REQUEST FOR CHANGE WILL REMOVE
THE PROJECT FROM THE SCHEDULE
M
DO
DO
U
0
CS fffi
v C,
In
N
SHEET NO:
R1 of 1
)'x
111E DRAWINGS AND THE METAL
BUILDING WHICH THEY REPRESENT
ARE THE PRODUCT OF NUCOR
IILDING SYSTEMS. THE REGISTEREI
PROFESSIONAL ENGINEER WHOSE
EAL APPEARS ON THESE DRAWINGS
S EMPLOYED BY NUCOR BUILDING
YSTEMS AND DOES NOT SERVE AS
OR REPRESENT THE PROJECT
ENGINEER OF RECORD AND SHALL
N
N
n
n
N
N
J
n
=
U
= w
U
W
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J
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J 5
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JOB NUMBER:
S508136A
SHEET NO:
R1 of 1
)'x
111E DRAWINGS AND THE METAL
BUILDING WHICH THEY REPRESENT
ARE THE PRODUCT OF NUCOR
IILDING SYSTEMS. THE REGISTEREI
PROFESSIONAL ENGINEER WHOSE
EAL APPEARS ON THESE DRAWINGS
S EMPLOYED BY NUCOR BUILDING
YSTEMS AND DOES NOT SERVE AS
OR REPRESENT THE PROJECT
ENGINEER OF RECORD AND SHALL
v
PURLIN
LAP
1'-3 314" 1'-3 3� 1'-3 3�
'V-3 3/4" T'-3 3/4" 1'-3 3/4"
O
Q
J
ROOF FRAMING PLAN-
FOR PERMIT USE L
THIS IS NOT AN APPROVAL SET, NO CHANGES OR REVISIONS
. CAN BE MApTHEE PRIRECU FROM THE SCHEDULEST FOR CHANGE E REMOVE
TRIM TABLE
ROOF PLAN
OID PART LENGTH DETAIL
1 R'AU1 36.000 TRIM 3
MEMBER TABLE
ROOF PLAN
MARK
PART
LENGTH
P-1
P-2
P-3
E-1
08Z071
08Z060
08Z071
08E076
�1
255.500
271.500
255.500
239.500
E-2
08E076
239.500
E-3
08E076
239.500
CB -3
RDB-
Z U
292.000
CB -4
RDB-
1
334.000
ROD
a u 1 2
SABLE
RDB- = 5/8- ROD CAA- = 1/4" CABLE
,
e 'o N
w I
CONNECTION PLATES
`V m
ROOF
PLAN
!
RDE- = 1' ROD
OID
MARK PART
RDF- = 1 1/8- ROD
1
1 PCCO2
N
D:
W
d
C-4
N
n
N
�1
0
n �
� N
co
cyN
ROOF FRAMING PLAN
U 4 N
GENERAL NOTES
if3N
Z U
2 w
E='C)
1, STD. ROD/CABLE SIZES PER PART PREFIX ARE_
'
? °m �i v
ROD
a u 1 2
SABLE
RDB- = 5/8- ROD CAA- = 1/4" CABLE
,
e 'o N
w I
RDC- = 3/4" ROD CAB- = 3/8 CABLE
`V m
RDD- - 7/8- ROD CAC- = 1/2- CABLE
W N
!
RDE- = 1' ROD
a s
RDF- = 1 1/8- ROD
RDG- - 1 1/4- ROD
a
U
2. PURLIN AND EAVE STRUT CONNECTIONS UTILIZE BOTH
A307 AND A325 BOLTS, REFER TO THE DETAILS
S508136A
FOR SPECIFIC USAGE REQUIREMENTS.
3. THIS DRAWING IS NOT TO SCALE.
E 1 of 6
C-4
N
n
N
cyN
if3N
Z U
2 w
N
U w
®
U J
J
U
5JS
J T
i z
W N
a s
In <
a
U
JOB NUMBER:
S508136A
SHEET NO:
E 1 of 6
ROOF
SHEETING
PANELS: 26 Ga. CR
Galvalume
_
_
MATERIALS
THISSEAL PERTAINS ONLY TO THE
DESIGNED AND SUPPLIED
BY NUCOR BUILDING SYSTEMS. A
®2
JUN
DITHE OF NUCOR THE METAL
THE DRAWINGS AND THE METAL
BURRING WHICH THEY REPRESENT
ARE THE PRODUCT OF NUCOR
WILDINGEGISTE
SYSTEMS. THE RE REC
PROFESSIONAL
PROFS ER WHOSE
HOSE
SEAL
APPEARS ON THESE DRAWINGS
N THE
EMPLOYED BY NUCOR BURRING
SYSTEMS
AAIBSERVECT AS
DOESTHNOEPT
OR REPRESEN7 ROJE
ENpNEER OF RECORD AND SMALL
SPLICE BOLTS
Splice
Quan -----Bolt----
Mork
Top/Bot/Int Type Dia Len
SP- 1
4 4 0 A325 0.625 2.25
SP- 2
4 4 0 A325 0.625 2.25
OFLANGE BRACES: (1) One Side; (2) Two Sides
A - L2525105
,,--I1"
12
2'-9 1
-t15 1/4" —
2 a CR,
me
25-1'.
6 SP® 3'-1? 1
MEMBER SIZE TABLE in
PIECE
WEB DEPTH WE
PLATE
OUTSIDE FLANGE
INSIDE FLANGE
START END THICK
LENGTH
RF 1 -1
12.0 20.0 0.125
188.5
W x T x LEN
5x 1 4 x208.0
W x T x LEN
Sx 1 4 x 188.7
20.0/20.0 0.200
21.2
5x 1 /4" x 28.1
J
RF1-2
18.0/12.0 0.150
272.8
5x1/4" x271.3
5x1/4" x271.9
RF1 -3
20.0/20.0 0.200
21.2
5x 1 /4" x 28.1
Sx 1 /4" x188.7
20.0/12.0 0.125
188.5 1
5-1Z4" x208.0
RGA01
`1
1,-4.. V-4"
12
Ta
N
N
11'-8L" CLEAR +/- 1--8 1/Y" I I-
50'-0" OUT -TO- OUT OF STEEL
RIGID FRAME ELEVATION
FOR FRAME UNE 2 3 4
FOS PERMIT USE 0"NLY
THIS IS NOT AN APPROVAL SET. NO CHANGES OR REVISION.
CAN BE MADE. ANY REQUEST FOR CHANGE WILL REMOVE
THE PROJECT FROM THE SCHEDULE
GENERAL NOTES
I- IF FLANGE BRACING IS REOUIRED ON BOTH SIDES OF AN
EXPANDABLE RIGID END FRAME. THE OPPOSITE SIDE FLANGE
BRACES WILL HAVE TO BE INSTALLED AT THE TIME OF
FUTURE EXPANSION. THESE FLANGE BRACES HAVE BEEN
PROVIDED, AS REOUIREO, FOR THIS FUTURE CONDITION.
2. RIGID FRAMES SHALL HAVE 50X OF THEIR BOLTS INSTALLED
AND TIGHTENED ON BOTH SIDES OF THE WEB ADJACENT TO
EACH FLANGE BEFORE THE HOISTING EOUIPMENT IS REMOVED.
a
NUCOR CORPORATIOP
IGS AND THE METAL
IICH THEY REPRESEN
'RODUCT OF NUCOR
EMS. THE REGISTER
AL ENGINEER WHOSE
OF
8-
N
N
N
N
M
N
h
�
_
N
n
4
m
J
U
J
Z
s Y Y
uY
C3 Y
a
Y
JOB NUMBER:
S508136A
SHEET NO:
E?_
of
6
NUCOR CORPORATIOP
IGS AND THE METAL
IICH THEY REPRESEN
'RODUCT OF NUCOR
EMS. THE REGISTER
AL ENGINEER WHOSE
OF
8-
I'
IN
EC -4 FI -3 RF1-3
LO
I
_ 4'-6" I 14'-0*'
GIRT 1'-3 3 1'-3 3
LAPS t'-3 3/4" t'-3 3/4'
SIDEWALL FRAMING: FRAME LINE D
/C..tf—e ,..:fh Z .i...............A..\
RFL -3 EC -1
III 14'-0" 4'-6"
3/4"
MEMBER TABLE
FRAME LINE D
0 I
MARK
PART
LENGTH
WF -1
W1813825
188.94 -0 --
88.940DJ-1
DJ- 1
J08CO86
186.000
DH -1
J08C060
168.000
E-1
08E076
239.500
E-2
08EO76
239.500
E-3
08E076
239.500
G-3
08Z105
50.500
G-4
08Z105
255.500
G-5
OBZ060
270.500
G-6
08Z060
271.500
G-7
08Z060
270.500
G-8
082105
255.500
G-9
I 08Z105 1
50.500
CONNECTION PLATES
FRAME LINE D
❑ ID MARK PART
1 1 JCA&P02
SIDE:WALL FRAMING PLAN
GENERAL NOTES
t. STD. ROD/CABLE SIZES PER PART PREFIX ARE:
ROD rABLE
RDB- = 5/8" ROD CAA- 1/4" CABLE
RDC- = 3/4' RDD CAB- 3/8" CABLE
RDD- = 7/8' ROD CAC- = 1/2" CABLE
RDE- = 1' ROD
RDF- - 1 1/8" ROD
RDG- = 1 1/4' ROD
2. ROD/CABLE BRACING THAT OCCURS IN FLUSH OR
INSET GIRT CONDITIONS WILL REOUIRE FIELD SLOTTING,
OF GIRT WEBS TO ALLOW FOR BRACING.
3. FRAMED OPENINGS WHICH ARE FIELD LOCATED WILL
REOUIRE FIELD CUTTING OF GIRTS AND SHEETING.
4. THIS DRAWING IS NOT TO SCALE.
I 1 I -
0
SIDEWALL SHEETING & TRIM: FRAME LINE D
PANELS: 26 Go. CW - Fox Gray SP
TRIM TABLE
FRAME LINE D
0 I
PART
LENGTH
DETAIL
1
BSBO1
122.000
f7
2
OCAO1
242.000
U
3
MFB01
121.000
TRIM -7
4
H4000
5.000
w Y In
5
RCAO1
9.250
� Y
a
6
GRA01
8.000
APPEARS ON THESE DRAWINGS
7
RCA02
9.250
8
GTAO1
121.000
TRIM -21
9
GTA02
242.000
TRIM -21
10
LEAO1
122.000
TRIM -1
11
CTAO1
121.000
TRIM -1
12
JTA05
169.000
TRIM_11
13
HTA06
170.000
TRIM 14
AOR PERMITrill v USE UIVLT
THIS IS NOT AN APPROVAL SET. NO CHANGES OR REVISIONS
CAN BE MADE. ANY REQUEST FOR CHANGE WILL REMOVE
THE PROJECT FROM THE SCHEDULE
N
W
d
M
N
1 --
N
N
h
N
M)
N
N
J
f7
IMMED
U
ULj
U
W
J
�
U
J
Y
z
w Y In
^�
L
ARE THE PRODUCT OF NUCOR
ILDING SYSTEMS. THE �UCOR�
� Y
a
¢
Y -a,
v
JOB NUMBER:
APPEARS ON THESE DRAWINGS
S508136A
SHEET NO:
SYSTEMS
E3
of
6
1 --
ONLY TO
MATERIALSDESIGNED
MAT(RLVS DESIGNED AND SUPPLIED
LIE
IMMED
BY NUCOR BURARIG SYSTEkS. A
DIVISION OF NUCOR CORPORATION.
THE DRAWINGS OND. THE METAL
BUILDING WHICH THEY REPRESENT
^�
L
ARE THE PRODUCT OF NUCOR
ILDING SYSTEMS. THE �UCOR�
�"✓Q777
JUN 2PROFESSIONAL
ENGINEER WHOSE
SEAL
APPEARS ON THESE DRAWINGS
IS EMPLOYED BY NUCOR BUILDING
SYSTEMS
AND DOES NOT SERVE AS
OR REPRESENT THE PROJECT
ENGINEER OF RECORD AND SHALL
EC -4
GIRT
LAPS
g2
RFI -1 RF1-1
1'-3 3 - i'-3 3/41
1'-3 3/4' - 1'-3 3/4"
SIDEWALL FRAMING: FRAME LINE A
(Gutters with 3 downspouts)
8
91
.^- h �^- � � ^ ��- � � Win- � � �^- ^ •^- � •^-
SIDEWALL SHEETING & TRIM: FRAME LINE A
PANELS: 26 Go. CW - Fox Gray SP
al
EC -1
MEMBER TABLE
FRAME LINE A
OID
MARK
PART
LENGTH
E-1
08E076
239.500
E-2
08E076
239.500
E-3
08E076
239.500
G-6
OBZ060
271.500
G-10
08Z060
255.500
G-11
08Z060
255.500
CB -2
RDC-
315.000
SIDEWALL FRAMING PLAN
GENERAL NOTES
1. STD. RDD/CABLE SIZES PER PART PREFIX ARE:
ROD &ABLE
RDB- - 5/8" ROD CAA- = 1/4" CABLE
RDC- - 3/4" ROD CAB- - 3/8" CABLE
RDD- - 7/8" ROD CAC- = 1/2" CABLE
RDE- = 1" ROD
ROF- - 1 1/8' ROD
RDG- - 1 1/4- ROD
2. ROD/CABLE BRACING THAT OCCURS IN FLUSH OR
INSET GIRT CONDITIONS WILL REQUIRE FIELD SLOTTING
OF GIRT WEBS TO ALLOW FOR BRACING.
3. FRAMED OPENINGS WHICH ARE FIELD LOCATED WILL
REQUIRE FIELD CUTTING OF GIRTS AND SHEETING.
4. THIS DRAWING IS NOT TO SCALE.
TRIM TABLE
FRAME LINE A
OID
PART
LENGTH
DETAIL
1
BSB01
122.000
THIS IS NOT AN APPROVAL SET. NO CHANGES OR REVISIONSJUN
2
OCA01
242.000
CAN 9E MADE. ANY REQUEST FOR CHANGE WILL REMOVEOR
3
MFB01
121.000
TRIM
4
H4000
5.000
-7
5
RCA01
9.250
6
GRA01
8.000
7
RCA02
9.250
8
GTA02
242.000
TRIM
9
LEA01
122.000
-21
TRIM_ 1
101
CTA01
121.000
TRIM 1
gg ��""
PERMITON_.
n t
M
N
N
N
Mj
M9
N
J
N
N
!7
THIS IS NOT AN APPROVAL SET. NO CHANGES OR REVISIONSJUN
Lj
CAN 9E MADE. ANY REQUEST FOR CHANGE WILL REMOVEOR
U
w
DO
U J
THE PROJECT FROM THE SCHEDULE
J
SEPL
IS
SYSTEMS
J SZ
Y
U
z
W Y
a
U
JOB NUMBER:
S508136A
SHEET NO:
E4
of
6
gg ��""
PERMITON_.
n t
NEly
THIS SEAL PERTAINS ONLY TO THE
NU 5 DESIGNED PND SUPPUEC
BY NUCOR BUILDING SYSTEMS, A
DIVISION Or NUCOR CORPORATION,
THIS IS NOT AN APPROVAL SET. NO CHANGES OR REVISIONSJUN
THE CNtAWING5 AND THE METAL
D
BUILD I T WHI��CTYORENRCSS T
CAN 9E MADE. ANY REQUEST FOR CHANGE WILL REMOVEOR
,
PROF STOW THE REGISTER£.
PROFESSIONAL ENGINEER WHOSE
THE PROJECT FROM THE SCHEDULE
SEPL
IS
SYSTEMS
APPEARS ON THESE DRAWINGS
EMPLOYED RY NUCORNG
AND DOES NOT SERVE AS
OR REI
ENGINEER
,.::::I1"
12
50'-0" OUT -TO -OUT OF STEEL
ENDWALL FRAMING: FRAME LINE 1
I
N N \V N
N (V N
p r0 cfl 0) p
!o -cl) 1 "0
Ncli
\
N
\
N
N
N
N
N
rn
I
c0
I
I
of
I
E
M
p
0)0)
W12SO98
rn
OT
°Q
I
°0
I
I
ao
ENDWALL SHEETING & TRIM: FRAME LINE 1
PANELS, 26 Ga. CW - Fox Gray SP
MEMBER TABLE
FRAME LINE 1
MARK
PART
LENGTH
EC -1
W08S086
197.264
EC -2
W12S105
210.930
EC -3
W12S105
210.930
EC -4
W08SO86
197.264
ER -1
W12SO98
299.538
ER -2
W12SO98
299.538
G-1
08Z060
155.500
G-2
08ZO98
231.500
CB -1
RDB- 1
317.000
12
I
ENDWALL FRAMING PLAN
N
GENERAL NOTES
DETAIL
2'- 10"
1. STD. ROD/CABLE SIZES PER PART PREFIX ARE:
ROD SABLE
RDB- = 5/8" ROD CAA- = 1/4" CABLE
122.000
N
RDC- = 3/4" ROD CAB- = 3/8" CABLE
OCA01
RDD- = 7/8" ROD CAC- = 1/2' CABLE
Lo
RDE- = 1" ROD
MFB01
RDF- = 1 1/8" ROD
TRIM
RDG- = 1 1/4" ROD
RTA02
p
-7
TRIM
I
2. ROD/CABLE BRACING THAT OCCURS IN FLUSH OR
16.000
INSET GIRT CONDITIONS WILL REQUIRE FIELD SLOTTING
OF GIRT WEBS TO ALLOW FOR BRACING.
6
tD
I
3. FRAMED OPENINGS WHICH ARE FIELD LOCATED WILL
ry
REQUIRE FIELD CUTTING OF GIRTS AND SHEETING.
4. THIS DRAWING IS NOT TO SCALE.
S508136A
TRIM TABLE
FRAME LINE 1
OID
PART
LENGTH
DETAIL
1
BSB01
122.000
3
2
OCA01
242.000
3
MFB01
121.000
TRIM
4
RTA02
242.000
-7
TRIM
5
PBO62
16.000
-2
6
H4030
16.000
TRIM -3
FOR vEtim
y
ONO -
THIS IS NOT AN APPROVAL SET. NO CHANGES OR RENS ONE.
CAN BE MADE. ANY REQUEST FOR CHANGE WILL REMOVE
THE PROJECT FROM THE SCHEDULE
CONNECTION PLATES
FRAME LINE 1
iD ID
MARK PART
1
EWA01
2
NCR03
3
PCCO2
JATERIALS DESIGNEE AND .SUPPLIED
BY NUCOR BUILDING INTENS. A
DMSION OF NUCOR CORPORATION.
THE DRAYANGS AND THE METAL
BUILDING WHICH THEY REPRESENT
ARE THE PRODUCT OF NUCOR
JILDING SYSTEMS. THE REGISTEREI
PROFESSIONAL ENGINEER WHOSE
'SEAL APPEARS ON THESE DRAWINGS
IS EMPLOYED BY NUCOR BUILDING
iY5TEN5 AND DOES NOT SERVE AS
OR REPRESENT THE PROJECT
ENGINEER OF RECORD AND SHALL
M
N
h
N
11)
N
N
N
/1
J
4
e7
DO
J
cv
J
Y
z
WYv�i
a Y
a
a
Y
v
JOB NUMBER:
S508136A
SHEEP NO:
E5
of
6 -
JATERIALS DESIGNEE AND .SUPPLIED
BY NUCOR BUILDING INTENS. A
DMSION OF NUCOR CORPORATION.
THE DRAYANGS AND THE METAL
BUILDING WHICH THEY REPRESENT
ARE THE PRODUCT OF NUCOR
JILDING SYSTEMS. THE REGISTEREI
PROFESSIONAL ENGINEER WHOSE
'SEAL APPEARS ON THESE DRAWINGS
IS EMPLOYED BY NUCOR BUILDING
iY5TEN5 AND DOES NOT SERVE AS
OR REPRESENT THE PROJECT
ENGINEER OF RECORD AND SHALL
Q 1'
12
150'-0" OUT=
15'-0"
FWEW
OF STEEL
MAR01 F4 MAR01
ER- 1 At - _ _ — — — B ER -2
C
-- Tm r- 0 — -
a
ENDWALL FRAMING PLAN
N
o -�
G-1
N
G-2
G-1 1
EC -2
N
N
N
W12S105
G-1
EC -4
G-2
G-1
p
M
299.538
ER -2
p
r7
G-1
0)
G
G-1
tD
M
O
OT
317.000
of
G�
G-1
G-2 �
G-1
0
I
MAR02
T1
— — — — — — — — —�
—
— — — — — — — — — — — — — — —
�— — — — — — r
EC -1 EC -2 EC -3 EC -4
ENDWALL FRAMING: FRAME LINE 5
9
^O I I Ot I O I _� I �I IOt I pt I I 6T I GO I c I GO I 00
ENDWALL SHE & TRIM: FRAME LINE 5
PANTE-LS: 26 Ga. CW - Fox Gray SP
A
12
MEMBER TABLE
FRAME LINE 5
ENDWALL FRAMING PLAN
N
N
N
N
N
N
EC -2
N
N
N
W12S105
210.930
EC -4
W08SO86
197.264
p
M
299.538
ER -2
p
r7
p
0)
I
CP
tD
M
O
OT
317.000
of
O
^O I I Ot I O I _� I �I IOt I pt I I 6T I GO I c I GO I 00
ENDWALL SHE & TRIM: FRAME LINE 5
PANTE-LS: 26 Ga. CW - Fox Gray SP
A
12
MEMBER TABLE
FRAME LINE 5
ENDWALL FRAMING PLAN
MARK
PART
LENGTH
EC -1
W08SO86
197.264
EC -2
W12S105
210.930
EC -3
W12S105
210.930
EC -4
W08SO86
197.264
ER -1
W12SO98
299.538
ER -2
W12SO98
299.538
G- 1
08ZO60
155.500
G-2
08ZO98
231.500
CB- 1 1
RDB-
317.000
TRIM TABLE
FRAME LINE 5
ENDWALL FRAMING PLAN
N
GENERAL NOTES
DETAIL
2'-10"
1. STD. ROD/CABLE SIZES PER PART PREFIX ARE:
122.000
ROD CABLE
2
OCAO1
RDB- = 5/8" ROD CAA- = 1/4" CABLE
N
RDC- = 3/4" ROD CAB- = 3/8" CABLE
I
RDD- = 7/8" ROD CAC- = 1/2" CABLE
u7
RDE- = I" ROD
RTA02
RDF- = 1 1/8" ROD
RDG- = 1 1/4" ROD
_
O
PB062
1
v
2. ROD/CABLE BRACING THAT OCCURS IN FLUSH OR
INSET GIRT CONDITIONS WILL REQUIRE FIELD SLOTTING
OF GIRT WEBS TO ALLOW FOR BRACING.
6 1
(D
16.000
I
3. FRAMED OPENINGS WHICH ARE FIELD LOCATED WILL
M
REQUIRE FIELD CUTTING OF GIRTS AND SHEETING.
4. THIS DRAWING IS NOT TO SCALE.
of
TRIM TABLE
FRAME LINE 5
OID
PART
LENGTH
DETAIL
1
BSB01
122.000
3
2
OCAO1
242.000
W J
3
MFB01
121.000
TRIM
4
RTA02
242.000
-7
TRIM -2
5
PB062
16.000
JOB NUMBER:
6 1
H4030
16.000
TRIM -3
FOR PERMIT USE ONLY
THIS IS NOT AN APPROVAL SET. NO CHANGES OR REWSf
CAN BE MADE. ANY REQUEST FOR CHANGE WCL REMOW
THE PROJECT FROM THE SCHEDULE
CONNECTION PLATES
FRAME LINE 5
❑ ID
MARK PART
1
EWA01
2
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TY.ISSEAL PERTAINS ONLY TO THE
MATERIALS DESIGNED AND SUPPLIED
BY NUCOR BULGING _SYSTEM;, A
DMSION OF NUCOR CORPORATION.
THE ORAVANGS AND THE METAL
BUILDING WHICH THEY REPRESENT
ARE THE PRODUCT OF NUCOR
IIJILDING SYSTEMS. THE REGISTERS
PROFESSIONAL ENGINEER WHOSE
SEAL APPEARS ON THESE DRAWINGS
IS EMPLOYED BY NUCOR BUILDING
SYSTEMS AND DOES N07
SERVE AS
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JOB NUMBER:
S508136A
SHEET NO:
E6
of
6.
TY.ISSEAL PERTAINS ONLY TO THE
MATERIALS DESIGNED AND SUPPLIED
BY NUCOR BULGING _SYSTEM;, A
DMSION OF NUCOR CORPORATION.
THE ORAVANGS AND THE METAL
BUILDING WHICH THEY REPRESENT
ARE THE PRODUCT OF NUCOR
IIJILDING SYSTEMS. THE REGISTERS
PROFESSIONAL ENGINEER WHOSE
SEAL APPEARS ON THESE DRAWINGS
IS EMPLOYED BY NUCOR BUILDING
SYSTEMS AND DOES N07
SERVE AS
RAKE ANGLE (L.L.V.) (4) 1/2"0 X 2" BOLTS
MK. MAR01 6 BOLTS 0 SINGLE CEE RAFTER)
FASTENER MK. H1020 RAFTER NUTS
H0300 BOLTS H0603
NPURLIN LAP PURLIN LAP o 0
NUTS SEE PLAN SEE PLAN
AT EACH SUPPORT PURLIN 1 1/2"
8" or 12" SINGLE CHANNEL a
COLD FORM RAFTER
1 7 2 -T—, C OF 4" Q 0 0 Q
RAFTE W
CLIP REQ'D Q Q Q Q =
U
ili MK. EWA01 $
2 GO
A AT SINGLE 1 1/2" $ v AGO
CEE RAFTER PURLIN — SHOP WELDED
0 2 `� CLIP
CLIP MK. PURLIN RAFTER 1 4"L114-
Pccol
8" 8" (8) 1/2"0 X 2"
O PCCO2 8" 12" SINGLE OR DOUBLE A325 BOLTS H0603 CLIP N
PCCO2 12" 8" CEE ENDWALL COLUMN NUTS H0300 MK. NCR__ -
PCC03 10" 8'• RIDGE
PCC04 10' 12" RAFTER
RAFTER PCC05 12" 12" SECTION A W
a
BOLTED CLIP @ SINGLE "C" RAFTER PURLIN TO INTERIOR FRAME RAFTER
USE (4) 1/2" X 1 1/2" A307 A o E:W CEE COLUMN TO RAFTER CONN C.F. RAFTER CONN. AT RIDGE /�
B F 4 USE (8) 1/2"X 1 1/2" A307 BOLTS G
c BOLTS HO500/NUTS H0400 g COLUMN TOP CLIP FACTORY WELDED TO COLUMN g HO500/NUTS H0400 0
SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS SEE ERECTOR NOTE FOR TYP, WASHER REQUIREMENTS m SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS
BOLTS REQ'D ONLY AS .SHOWN, BOLTS REQ'D ONLY AS SHOWN, • o
D:N C^ 0
FLANGE BRACE OPPOSITE SIDE > � rn o
NOT ® ALL HOLES. (2) H1020 NOT 0 ALL HOLES. -4 1 " OR 3'-6" Q
PURLIN REQUIRED WHERE INDICATED
(1) PER END $ 4
ON ERECTION DWGS. AS NS & FS" a o"
a = v
E ' m
MAHN
•• E h n.
2" A325 BOLTS o LL
SEC. A Q'D FOR BOLTING • m o
H0603 BOLT BRACES. N lo
o
H0300 NUT
P H0200.WASHERSFLANGE BRACE
H0603 BOLT
SSG MARK FB
BRACE H0300 NUTMARK FB
RAFTER H0200
® NOTE: WASHERS
® ® 1/2 X 2" A325 IN
COLUMN
3" BOLTS ARE REQ'D
FOR BOLTING H0603 BOLT FLANGE BRACES.
H0300 NUT
CAP PLATE/ H0200 WASHERS
EW RAFTER RAFTER FLANGE BRACE OPPOSITE SIDE' 2" WALL GIRT
2-4 1
REQUIRED WHERE INDICATED (OR 1 /2
ON ERECTION DWGS. AS "NS & FS" N n
cNI
EAVE STRUT TO ENDWALL RAFTER 6 1,=AVE STRUT TO RIGID FRAME TYP FLANGE BRACE @ PURLIN & RAFTER TYP FLANGE BRACE @ BU COL & GIRT N
o J^ o o n
S USE (2) 1/2" X 2" A325 BOLT H0603/NUT H0300 o USE (4) 1/2" X 2" A325 BOLT H0603/NUT H0300 L NOTE: SEE PLANS AND ELEVATIONS FOR NOTE: SEE PLANS AND ELEVATIONS FOR = _ _
cl SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS < FLANGE BRACE PART MARKS < U w U L
FLANGE BRACE PART MARKS
ItOD MARK HILLSIDE FLAT A307 OUPLING SL'
DIAMETER NUMBER WASHERS WASHERS NUTS NUTS TYPICAL FIELD WELD Y z w Y N
°•/8" 0 RDB _— (2) H0930 (2) H0210 (2) H0310 H0810 W w g o Lx y
ATTACH WIND COLUMN TO RIGID -''/4" 0 RDC—_ (2) H0930 (2) H0220 (2) H0320 H0820 REQUIREMENTS ERECTOR NOTE: 3 Y Y
FRAME COLUMN WEB WITH 7/8" 0 RDD __ (2) H0930 (2) H0230 (2) H0430 H0830 �" T JDB NUMBER:
(2) 3/4" X 2 3/4" A325 BOLTS t" 0 RDE__ (2) H0960 (2) H0240 (2) H0330 H0840 (UNLESS NOTED OTHERWISE ON DRAWINGS) Ml 1 USE ON
S508136A
H0630 / NUTS H0320 AT A
MAXIMUM SPACING OF 5'-0" D.C. t 1/8" 0 RDF —_ (2) H0960 (2) H0250 (2) H0450 H0850 ALL FIELD WELDING MUST BE PERFORMED PHIS IS NOT AN APPROVAL SEI, NO CHANGES OR REVISION"SHEET NO:
1 1/4-07 RDG—_ (2) H0960 (2) Ho2so (2) H0340 H0860 BY AWS QUALIFIED WELDERS FOR THE cAN BE MADE, AW REQUEST FOR CHANGE WILL REMOVE
WELDING PROCESSES AND POSITIONS THE PROJECT FROM THE SCHEDULE D 1 of 5
INDICATED. ALL WORK MUST BE COMPLETED
AND INSPECTED IN ACCORDANCE WITH THE
APPLICABLE AWS SPECIFICATIONS. WELD 112
s" MOD RDS-- ELECTRODES USED FOR THE SMAW (OR
WIND COLUMN WEB OF -
COLUMN OR HILLSIDE WASHER, STICK) WELD PROCESS MUST BE 70 KSI -
RAFTER FLAT WASHER, STEEL AND LOW HYDROGEN CONTENT. 6 -
COUPLING
FRAME COLUMN COUPLING NUT AND A307 NUT
(QUANTITY VARIES)
YHIS SEAL PERTaNS ONLY TO THE
MATERIALS DESIGNED AND SUPPLIED
BY NUCOR BUILDING SYSTEMS. A
DIVISION OF NUCOR CORPORATION
THE DRAWINGS AND THE METAL
�� BURET rnPlRO THEY REPRESENT
ARE THE PRODUCT OF NUCOR
ILDING SYSTEMS. THE REGISTERS
IN COLUMN TO RIGID FRAME _ ROD BRACE DETAIL PROFESSIONAL . THE
WHOSE
H SEAL APPEARS ON THESE DRAVY NGS
Z 6 EMPLOYED BY NUCOR BUILDING
g (WEB TO WEB) o SYSTEMS AND DDSs NOT SERVE AS
SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS OR REPRESENT THE PROJECT
a
ENGINEER OF RECORD AND SHALL
HOT BE CONSTRUED AS SUCH.
ERECTOR NOTE: UNLESS SPECIFICALLY NOTED OTHERWISE,
STANDARD ZEE GIRT ORIENTATION IS TO HAVE THE GIRT TOED STD. 1/2" A307 BOLTS SIDEWALL ,
DOWN AT THE STEEL LINE AS SHOWN IN THE DETAIL BELOW. MK. H0500 W
(NO WASHERS SHOP WELDED CLIP
REQUIRED) c
UNLESS SPECIFICALLY NOTED OTHERWISE, STANDARD CEE C;IRT CLIP
OUTSIDE FLANGE SHOP WELDED COLUMN
ORIENTATION IS TO HAVE THE GIRT TOED UP AS SHOWN Thi THE a
DETAIL BELOW. STANDARD CLIP ATTACHMENT IS BELOW THE TO COLUMN
COLUMN
GIRT, HOWEVER SOME DETAILS REQUIRE THAT THE CLIP BE GIRT LAP BOLTS N T I W U
ABOVE THE GIRT. (REFER TO THE GIRT DETAILS ON THE SHOWN FOR CLARITY. a (—
ERECTION DRAWINGS FOR REQUIREMENTS) BOTH CLIP REFERENCE THE STD. SECOND LAPP[0 L <
ATTACHMENTS ARE SHOWN IN THE DETAIL BELOW. LAPPED GIRT DETAIL GIRT O O O ® O v
FOR THOSE y
O GO
COLUMN i It REQUIREMENTS. BOLTED OR 0 001 OPTIONAL CLIP THIN HEAD 1/2" BOLT WELDED GIRT
ZEE CONNECTION MK. HO575•• CLIP w
GIRT COLUMN I I' (NO WASHER REQUIRED)
CEE
FIRST LAPPED GIRT
GIRT w u,
z Z STANDARD CLIP
GIRT � CONNECTION 1 —4
J CLIP STD. t/2" A307 -
-T NUTS MK. H0400
w w GIRT GIRT ANGLE MK. MAG01 ENDWALL
N CLIP W/(2). H1020
ZEE GIRT ORIENTATION CEE GIRT ORIENTATION LAPPED GIRT DETAIL
STANDARD GIRT ORIENTATION DETAIL LAPPED GIRTS O INTERIOR BAY COLUMNS CORNER GIRT DETAIL D4 FLUSH GIRT Q INTERIOR BAY COL.
o U •• THE THIN HEAD t/2" A307 BOLT MUST BE INSTALLED INTO THE USE (4) 1/2" X 1 1/2" A307 C4 �l
o NOTE: BYPASS GIRT CONDITION IS SHOWN FOR REFERENCE FIRST GIRT AND CLIP OF A LAPPED CONDITION. THE BOLT/NUT USE (4) 1/2" x 1 1/2" A307 o
BOLTS H0500/NUTS H0400 0
ONLY. YOUR PROJECT MAY HAVE FLUSH OR INSET GIRTS. ASSEMBLY MUST BE WRENCH TIGHT PRIOR TO THE SECOND LAPPED BOLTS HO500/NUTS H0400
IRT I INSTALLED. .SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTSJERECa
ERECTOR NOTE: T T • Q �N <�
AT EACH LAPPED GIRT CONNECTION, (1) 1/2" X 1 1/4" TFIIN PRE—DRILL HOLES @ NESTED ZEE GIRTS o; o0
HEAD BOLT H0515/NUT H0400 MUST BE USED TO ATTACH THE o f vN
FIRST GIRT TO THE GIRT CLIP. THE BOLT/NUT ASSEMBLY MUST & DOUBLE CEE GIRTS IF REQUIRED. o o�
BE WRENCH TIGHT PRIOR TO THE LAPPED GIRT BEING INST ,LLED. 8", 10" OR 12"
REFERENCE THE STANDARD "LAPPED GIRT DETAIL FOR MORE (6) TEK 3 GIRT GIRT (BELOW - c
INFORMATION: SCREWS H1020 7'-6" ELEV.) • • E O n v
a�oQ
COLUMN H1020
CLIP EACH SIDE N o
SHOP WELDED T
SHOP O .0 DOOR JAMB
WELDED CLIP GIRT
DOOR
O O
O O O O
O O O O DOOR JAMB CLIP MK. WSG01
ATTACH TO GIRT
—{ WITH (4) TEK 3
GIRT LAP GIRT LAP MK. H1020
SEE ELEVATION SEE ELEVATION
n
WALL GIRT TO COLUMN DOOR JAMB TO GIRT CONNECTION L8 LOW GIRT TO WALKDOOR JAMB DETAIL M N
USE (7) 1/2"X 1 1/2" A307 BOLTS H', n
O
H0500/NUTS H0400 FIELD CUT GIRT TO LENGTH AS REQUIRED _
U-
0
co—, SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS w U J
U
TYPICAL WASHER J m J
REQUIREMENTS ERECTOR NOTE BOLT/NUT ASSEMBLY W Y
(UNLESS NOTED OTHERWISE ON DRAWINGS) REQUIRED AT LAPPED
ZEE MEMBERS. (NO Y a Y a
BOLT HEAD SLOT SLOT TO SLOT CONNECTIONS WASHERS REOUIRED)WASu
HER
WASHERS ARE REQUIRED ON T JOB NUMBER:
BOTH SIDES OF MATERIAL If FOR PERMIT ��U
SE ON
NSIDES (NOTE LAPPED ZEE SECTION "A"
AUT ER SLOT SLOTS ARE USED ON BOTH N THIS IS NOT AN APPROVAL SET. NO CHANGES OR REVISION4
S508136A
MEMBER EXCEPTION).
HEAD SLOT slor To HOLE coNNECTIONs CAN BE MADE. ANY REQUEST FOR CHANGE WILL REMOVESHEET N0:
BOLT
_ TNF PR0,1ECT FROM THE SCHEDULE D2 of 5
WASHER ONE WASHER REQUIRED ON LAPPED ZEE SLOTTED SIDE ONLY. MEMBERS,
NUT4 PURLINS OR
_ HOLE GIRTS
_ LAPPED NESTED REGION
BOLT HEAD HOLE HOLE TO HOLE CONNECTIONS
NO WASHERS ARE REQUIRED W -
WHEN SLOTS ARE NOT USED.
NUT HOLE
THIS SEAL DESIGNED
ONES TO THE
MATERIALS NUCOR
DESIGNED Ano SUPPSYSTEMS.
IED
A'
BY NUCOR BUILDRIG Sr5TEM5. A-
O .0 OF NUCOR CrPORATION.
THE ORAWINC$'AN0 THE METAL
WASHER PART NUMBERS BUILDING WHICH THEY. REPRESENT
ARE THE PRODUCT OF NUCOR
H0200 - 1/2" FLAT WASHER H0240 - 1" FLAT WASHER NO WASHERS REOUIRED AT BOLTS USED IN aDING SYSTEMS. THE REUCORGISTEE
o H0210 — 5/8" FLAT WASHER H0250 — 1 1 8" FLAT WASHER �C PROFESSIONAL ENGINEER WHOSE
/ THE LAPPED REGIONS OF ZEE MEMBERS. .k SEAL APPEARS ON THESE DRAWnNcs
o H0220 — 3/4" FLAT WASHER H0260 — 1 1/4" FLAT WASHER �y' Q 5 EMPLOYED BY NUCOR BUILDING
H0230 — 7/8" FLAT WASHER SECTION "B" U t�Cr ssTEMS AND DOES NOT SERVE AS
OR REPRESENT THE PROJECT
ENGINEER OF RECORD AND SHALL
NOT BE CONSTRUED AS SUCH.
TYPICAL HIGH 36' END OF ROOF PANEL STEEL LINE }}}..-+ START (SEE ROOF PLAN)
EAVE OR RIDGE 12' 12- 12• ENLARGED GUTTER HANGER MK. 3/4" TAPE MASTIC I 1 '� RIB USE 0" START W
FASTENER SPACING HIGH H2190 AT 24" O.C. MK. H3000 (6" PIECE) RIB I IF NOT NOTED FORMED RIDGE CAP
RIDGE SUPPORT AT N N r r iv v A� o
WITH DIRECTLY BELOW FASTNRS SYMMETRICAL ABOUT
GABLE GUILDING - - - - - - EAVE OR (3) H1050 z FIELD CUT YRIB MK. RGA01
OR HIGH EAVE N ] N N 7• N N 7• N RIDGE w FASTENERS INSIDE PANEL CLOSURE
> AS REQ'D. H 1050 1 /4 a
SUPPORT DETAIL a MK. H3410 WITH 3/4" � t 2 1/4" TAPE MASTIC H1030
w 3/4" TAPE MASTIC ( 2" D.C.)
AT SINGLE MK. H3000 TAPE MASTIC (MK. H3000) (BETWEEN TRIM AND PANEL) 3" 1._4" (SEE CLASSIC i &'
SLOPE o 0 0 0 0 0 � TOP AND BOTTOM
Ll RAKE TRIM I MK. H3020 ROOF ERECTION W "
BUILDING 1/2" TAPE MASTIC o MK. RTA 3/4" TAPE NOTES FOR
o NOTE: PLACE 7na ROOF PANEL =
o MK. H3010 MASTIC SPACING) LJ
H1050-STITCH o H1030-STRUCTURAL ~ UNDERGUTTELIP
LBPRKT 0O 0" TO 3" MK. H3000 N
RIDGE SUPPORT FASTENER FASTENER �' OF GUTTER m
AT GABLE -J H1050 �" •j H1020 AT EACH SUPPORT
BUILDING OR HIGH S6� _ H1050 AT z FASTENERS CLASSIC" ROOF z RAKE ANGLE L.L.V.
EAVE SUPPORT AT 12" 1z' 12SUPPORTS AND AT a 12" O.C. a MK. MAR01 ( )
MIDPOINT H1030 FASTENER (SEE a NOTE: FASTENERS MUST
SINGLE SLOPE BETWEEN J THE CLASSIC ROOF H1060 ROOF
GUTTER ENGAGE STRUCTURAL
BUILDING SUPPORTS AT a MK. GTA__ ERECTION NOTES (12" D.C.) PANEL SUPPORT MEMBER FOR W
PURLIN SPACES 3 H 1060 DETAIL FOR SPACING) PURLIN AN EFFECTIVE SEAL N
FASTENERS E WALL PANEL BETWEEN RIDGE CAP
INTERMEDIATE LESS THAN 5'-0" o CAP TRIM MK. CTA01 OUTSIDE PANEL CLOSURE AND PANEL.
SUPPORTS H1050 AT a 12" O.C. EAVE STRUT MK. H3400 ® "CLASSIC PANEL" PURLIN
MK. H3420 @ "ACCENT PANEL"
SUPPORTS AND AT F SIMPLE EAVE WALL PANEL
1/3 POINTS TRIM MK. LEA01 MK. H3410 0 REV. "CLASSIC PANEL" a
BETWEEN
ROOF PANEL SUPPORTS AT EAVE GUTTER DETAIL SCULPTURED RAKE DETAIL RIDGE DETAIL WITH < 2:12 SLOPE
PURLIN SPACES "CLASSIC ROOF" o "CLASSIC ROOF"
GREATER THAN OR SEE WALL SHEETING ERECTION NOTES TRIM_ 1 - "CLASSIC ROOF" W/ DIE FORMED RIDGE CAP n
INTERMEDIATE o SEE WALL SHEETING ERECTION NOTES TRIM_2 0 'TRIM_3' o
SUPPORTS EQUAL TO 5'-0' �i� FOR WALL PANEL FASTENER LOCATIONS o FOR WALL PANEL FASTENER LOCATIONS
� 4 N
ne
OD
LAP,ROOFIF PANEL END Nom. • 0 .� N a
do �o
REQUIRED INSTALL CLIPS ON JAMB o
BEFORE STANDING JAMB. USE Y o^
PANEL SIDE SIDE LAP
LAP m m LEVEL TO ALIGN GIRTS
s1 1 2DO E a�,...z,; >. "
,,. ¢ ¢ ADJUST CLIP AS REQUIRED. �. E o ho
a
INTERMEDIATE H1050 AT a < FRICTION CLIP
1 1 4" MK. JCA02 0 8"-
SUPPORTS SSUPOPOR S BETWEEN AT p iv JAMB
CLIP DO — MK. JCA01 @ 10" „ o
SUPPORTS AT THE SHOP WELDED I— 4" MK. JCA03 0 12"(Ni :;
LOW EAVE (2) LOW EAVE TO JAMB a a a
SUPPORT PURLIN SPACES 1/2"
CLIP
SHOP WELDED TO HEADER
3/32" x tIC � DO CLEAR OPENING
0 0 0 0 0 0 0 0 o TAPE MASTIC CLEAR OPENING EQ
MK. H3010
ENLARGED DOOR JAMB
LOW EAVE "' "' cl' FRICTION CLIP 4"/8"
N N N N N N N N N N N N
STEEL LINE
DETAIL �_ _ _ �_ �_ _ _ �_ �_ _ _ �_
TYPICAL EAVE MK. JCP02 ® 8"
+ n n N N n n N N n n N MK. JCP01 0 10" `
FASTENER SIDE LAP MK. JCP03 t 2" DOOR HEADER
SPACING DETAIL DOOR JAMB EQ
"CLASSIC" ROOF ERECTION NOTES GIRT
(PANELS 36" NET LAY) JAMB TO FINISH FLOOR CONN E9 GIRT TO JAMB CONNECTIONK HEADER TO JAMB CONNECTION
ERECTOR NOTE: DO NOT FASTEN THE ROOF ATTACHMENT TO SLAB BY OTHERS USE (4) 1/2" X 1 1/2" A307 USE (2) 1/2" X 1 1/2" A307
PANEL TO PURLIN STRUTS. BOLTS H0500/NUTS H0400 BOLTS H0500/NUTS H0400 (U.N.O.) _Ll
SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS 3, U W U
i U J z
Y z W Y In
Y < U, Y
n v
0 PERMIT USE u L� S508136A
THIS IS NOT AN APPROVAL SET. NO CHANGES OR REVISIONS SHEET NO:
CAN BE MADE. ANY REQUEST FOR CHANGE WILL. REMOVE D3 of 5
mL PROJECT FROM THE SCHEDULE
THIS SEAL PERTAINS ONLY TO THE
MATERIALS DESIGNED AND SUPPLIED
BY NUCOR BUILDING SYSTEMS, A
DIVISION OF NUCOR CORPORATION.
THE DRAWINGS AND THE METAL
2
BUILDING WHICH THEY REPRESENT
ak`7iY1'`l8 ARE THE TEM . T OF NUCOR
RDR/C SYSTEMS. THE RECISTEREC
HOSE
PROFESSIONAL ENGINEER WHOSE
SEK APON THESE DRAWINGS
IS EMPLOYED
BY NUCOR BUILDING
SYSTEMS AND DOES NOT SERVE AS
OR REPRESENT THE PROJECT
ENGINEER
OF RECORD AND SHALL
NOT BE CONSTRUED AS SUCH.
"CLASSIC PANEL" ERECTION NOTES NOTE 1
SAVE _ (PANELS 36' NET LAY) "CLASSIC FILLER TRIM MK. MFB01
MEMBER �1yj — WALL SHOWN IS NOT REQUIRED
WALL STITCH FASTNR H10fi0 WHERE START FINISH DIM.
IS LESS THAN OR EQUAL JAMB
CORNER PANEL ,STRUCTURAL FASTENER H1060 TO 3 1 2 SEE ELEVATIONS pGIR
TRIM H1040 12" O.C. /
SIDE m
L.4P ERECTOR NOTE: 1 �21" NOTE 2
H1060 SIDELAP MASTIC H3010 SEE PLAN FOR START/FIN
GIRTS IS REO'D IN SNOWDF!IF DIMENSION. USE 0" STARTDOOR / WINDOW
AT 12" O.C. CONDITIONS. REFER '(0 OPENING
AT TRIM H106O EA. THE ELEVATIONS FOR � ]cj IF NOT NOTED.
END AND LOCATION REOMNTS. ZBASE Lu
®30" O.C. NOTE 1 NOTE: FIELD CUT
MAX. BETWEEN \ PANEL AS REQUIRED
MEMBER SUPPORTS GIRTS --a
1. BLOCK GIRTS TO "LEVEL" POSITION BEFORE STARTING PANEL N "CLJAMB TRIM
ERECTION. MAINTAIN WOOD BLOCKING (NOT BY MBS) UNTIL LW MK. JT
PANEL TO STRUCTURAL FASTENERS ARE INSTALLED.
2. ALIGN AND PLUMB FIRST WALL PANEL. H1040
3. TO PREVENT "OIL -CANNING", ALL PANEL FASTENERS SHOULD OUTSIDE 12" O.C.
START FROM BASE MEMBER AND THEN BE SECURED TO EACH CORNER NOTE 1TRIB
CLASSIC WALL"
STRUCTURAL GIRT TOWARD THE EAVE. MK. OCA01
4. FOUNDATION MUST BE SQUARE, LEVEL, AND CORRECT TO THE START/FINISH1040 EA. SUPPORT
OUT -TO -OUT .STEEL LINE DIMENSIONS: IMEN IONH 1060.12" O.C.
5. ERECTION CREW IS TO CLEAN ALL WALL PANELS BEFORE NOTE 2BETWEEN SUPPORTS
LEAVING Job SITE. OUTSIDE CORNER DETAIL JAMB DETAIL
6. ERECTOR IS TO ERECT PANELS SO THAT SIDELAPS ARE AWAY
FROM THE MAIN TRAFFIC AREA'S LINE OF SIGHT. "CLASSIC WALL"
7. STORE PANELS PROPERLY TO PREVENT MOISTURE. SEEo'TRIM-7'
N "CLASSIC WALL" 'TRIM
'TRIM_7 0
ERECTION MANUAL. U o0 _
OUTLET M. H2310
5," ERECTOR NOTE:
UNTIL WALL PANELS ARE INSTALLED, (3) H1040 SCREWS ARE
USE DOWNSPOUT STRAPS MK. H2340 CUT OVAL AREA TO BE USED FOR TEMPORARY INSTALLATION OF THE BASE TRIM.
AS FOLLOWS: (USE OUTLET TO
((t) AT DOWNSPOUT "S" SIZE OVAL) —
(1) AT THE ELBOW DOWNSPOUT IS. GUTTER
(1 AT EACH DOWNSPOUT SPLICE D3 } WALL PANEL
MK. H2320 DOWNSPOUT STRAP BRKT. MK. g w
FULL SECTION DBA01 FOR USE WITH "ACCENT" 1n LE
o BR ME MK. BSBO1
NOTE MK. H2J500 PANEL" ONLY. ATTACH AT PANEL 1i rn
USE POP RIVETS H1100 RIB ONLY. USE (2) H1060 SCREWS. O < BASE ANGLE MK.
"MALE" E:ND 0.
AS FOLLOWS: 0 MAR02 (S.L.V.)
(4) OUTLET/GUTTER "FEMALE" END —DOWNSPOUT STRAP MK. H2340 o
4 EACH DOWSPOUT SPLICE TYPICAL AT (SCREW STRAP TO WALL BEFFORE _
INSERTING DOWNSPOUT). USE (1) FASTEN AT 3'-O" O.C. MAX.
ALL SPLICES H1060 SCREW. w w(NOT SUPPLIED BY METAL
ERECTOR NOTE: o Z eo
ELBOW IF REO'D a BLDG. MFG.)
FIELD WORK (2 ELBOWS AS FULL OR PARTIAL a
REO'D 0 AN INSET/OUTSET MK. H2330 SECTION AS REQ'D. o
WALL CONDITION. DOWNSPOUT Sl'RAP (MK. H2340) AND STRAP BRACKETS (MK. DBA01) ARE m3 SEALANT
PROVIDED FOR MASONRY WALL APPLICATIONS AS WELL AS FOR ATTACHMENT TO (NOT SUPPLIED)
COLUMNS. FAISTENERS TO MASONRY ARE NOT PROVIDED. H1060 FASTENERS
ARE PROVIDED FOR COLUMN APPLICATIONS, PRE -DRILLING WILL BE REQUIRED.
STD. GUTTER AND DOWNSPOUT DETAIL BASE TRIM DETAIL WITH ANGLE)T
'TRIM_21 ' SEE WALL SHEETING ERECTION NOTES FOR WALL
PANEL FASTENER LOCATIONS
TRANSLUCENT PANEL
SIDE STRAP TSD__ -
'CIASSIC WALL
ERECTOR NOTE:
H100
17-14 . 1 1/4'
FASTEN TO GIRTS OMID-SPAN W/
12' O.C.
TRANSLUCENT PANEL
'CLASSIC WALL' PROFILE
FASTSH104
FASTEN F�NDLAPS W/
MK: H9320 O 10 -8" PANEL
MK: H9315 O V-4' PAITEL
SHARP POINT
WASHER
H1040 6 O.C.
FASTEN SIQELAPS W/
Hl
1/4 14 . 1 1/4'
H1060 30 O.C. MV
12-24 .1 1/2'
FASTEN O_EAVE & RAKE W/
H1040 72 O.C.
5
WITHOUT WASHER
ALL FASTENERS ARE IIGHTSTON
O
o TRANSLUCENT PANEL SIDELAP DETAIL
w CLASSIC WALL TO 'CLASSIC WALL" TRANSLUCENT PANEL
O
"CLASSIC" PROFILE
TRANSLUCENT
PANEL—�
TOP OF PANEL
NCENTERLINF OF GIRT
N
TT F PANEL
H1040 FASTENERS
AT 12" O.C.
(LIGHTSTONE
COLOR)
GIRT
"CLASSIC" PANEL -
s TRANSLUCENT PANEL LAP
0
w TRANSLUCENT PANEL TO METAL PANEL
U
"CLASSICWALL"
-.,
HEADER
H1040 FASTENERS
AT 6" O.C.
HEAD TRIM
MK. HTA__
REFER TO SECTION 8.0 OF
THE WALL SHEETING
ERECTIOIN MANUAL FOR
FURTHER DETAIL AND PANEL
PREPARATION INFORMATION
HEADER DETAIL
"CLASSIC WALL"
'TRIM_ 14'
STANDARD FASTENER SCHEDULE
H100
17-14 . 1 1/4'
H1060
12-14 . 3/4'
WITH WASHER
(SELF TAPPING)
,--(� _ _ _
SHARP POINT
WASHER
(SELF
(SELF TAPPING)
Hl
1/4 14 . 1 1/4'
H107
12-24 .1 1/2'
TEKTEK
WASHER
5
WITHOUT WASHER
(SELF D
(SELF DRILLING)
(SELF GRILLING)
3/16' TNIpt DRILLING CAPACITY (MU)
1/2' THICK DRK.UNG CAPACITY (MAX
H103
12-14 . 1 1/4"
H 108
11/32' . 1 1/4'
TEK2
WITH WASHER
(SELF DRILLING)
�
WITH WASHER .
(GOOF SCREW)
(SELF GRILLING)
H104
044
12N 12 . 1 1/4'
H 1 1
1/8' POP RIVET
WASHER
'--Y
SELF
(SELF DRILLING)
C==I -
H104
1 t2 . 2'
H 1 1 1
3/8' 0 STAINLESS
TEKGROMMET
WITHOUT WASHER
FASTENER
(SELF GRILLING)
H1050
12-14 . 3/4'
SHARP POINT
WASHER
[jjZZZUj>.WITH
(SELF TAPPING)
WOR PERMIT y ONLY
HIS IS NOT AN APPROVAL SET. NO CHANGES OR REVISIONS
CAN BE MADE. ANY REQUEST FOR CHANGE WILL REMOVE
THE PROJECT FROM THE SCHEDULE
I 1`71,W1,1111111
.JUN 2 9 2005
N
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N N
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NUMBER:
S508136A
ISHEU
D4 of 5 .
of
THE
ON THESE DRAWINGS
BY NUCOR BUILDING
TOES NOT SERVE AS
O
N
WALL PANEL ("CLASSIC" WALL SHOWN) (3) TEK SCREWS (2) 1/2"o
EXPANSION
JT_--
(PROVIDED IN
HARDWARE KIT) —
8" DOOR BOLTS
MKE CAP TRIM
B
II
Ll
JAMB (PROVIDED
HTA_—
I
i
KNOCK DOWN DOOR
O 08
DOOR JAMB
IN HDWE
CLEAR
HEAD COVER AT INR ONLY
MK. HTE01 AT 3070 DOOR (10` GIRTS)
MK, HTE02 AT 6070
X4:10
C o10
o u CO v
E;wO
ERECTION DETAILS
OPENING
EXTENSION CLIP.
/
KIT)
a
C
1 USE ONLY WHERE KNOCK DOWN DOORS ARE
C
/
D- $ N
U
DOOR JAMB —�
H1040 AT 12" O.C.
N o
REQUIREMENTS.
BUILDING
CAP TRIM MK. HTDO5
W
m
W
W
(REQUIRED AT LINER ONLY)
GIRT AT
/
U
0.
JT
--
3) HTA__ & JT-__ TRIMS ARE FACTORY CUT TO LENGTH.
FINISH
7'-6" ELEV.
-
(PROVIDED IN
HARDWARE KIT) —
8" DOOR BOLTS
MKE CAP TRIM
W
g
N
JAMB (PROVIDED
N N m
0
KNOCK DOWN DOOR
O 08
DOOR JAMB
IN HDWE
HEAD TRIM
MK. HTA01 AT
3070 DOOR
HEAD COVER AT INR ONLY
MK. HTE01 AT 3070 DOOR (10` GIRTS)
MK, HTE02 AT 6070
X4:10
C o10
o u CO v
E;wO
ERECTION DETAILS
EXTENSION CLIP.
/
KIT)
a
� � ; % � r
n 0 < ¢
1 USE ONLY WHERE KNOCK DOWN DOORS ARE
DOOR —
/
D- $ N
REQUIRED. SEE COVERSHEET (SHEET Cl) FOR DOOR
DOOR JAMB —�
H1040 AT 12" O.C.
N o
REQUIREMENTS.
BUILDING
CAP TRIM MK. HTDO5
W
m
(REQUIRED AT LINER ONLY)
GIRT AT
/
2) FOLLOW DOOR AND FRAME ASSEMBLY INSTRUCTIONS
PACKAGED WITH FRAME KIT..
/'�
c
JAMB COVER AT 10" GIRT ONLY
3) HTA__ & JT-__ TRIMS ARE FACTORY CUT TO LENGTH.
7'-6" ELEV.
.
HEAD
TRIM DETAIL - SECTION B
m
m
CAP TRIM MK. JTD01 AT
"REVERSE CLASSIC" PANEL
(REQUIRED AT LINER ONLY)
DOOR HEADER
DOOR JAMB
CAP TRIM MK. HTDO5
(REQUIRED AT LINER ONLY)
CAP TRIM MK. HTDO5
E
(REQUIRED AT LINER ONLY)
DOOR FRAME INSTALLATION AT TOP
DOOR FRAME INSTALLATION
o
N
N_
LINER (IF REQ'D.) MK. JTGOi AT 10" GIRTS
1 GI
JAMB COVER AT LINER ONLY.
n
AT BASE
(REQUIRED AT LINER ONLY)
LINER (IF RE D MK. JTGO1 AT 10` GIRTS
N
N
H1040 AT 12" O.C.
INSULATION
-D.)
N
INSULATION H1040 AT 12" O.C.
H1040 AT 12" O.C.
n
(BY OTHERS) —
LINER PANEL (IF REO
INSULATION
(BY OTHERS) H1040 AT 12" O.C.
a
U
4
La
DOOR JAMB
m
H1040 AT 12" O.C.
GIRT
° J
U
J 5
2
Y z
�Y Tn
EXTERIOR
M1060 AT 12` OC
DOOR
3 � g
Y ¢
U
N � a
Y
n
EXTERIOR WALL PANEL JAMB TRIM MK. JTA01
a DOOR TRIM ELEVATION FLOOR
WALL PANEL
MKE CAP TRIM
g
N
(REQUIRED AT LINER ONLY)O
N N m
KNOCK DOWN DOOR
O 08
HEAD TRIM
MK. HTA01 AT
3070 DOOR
HEAD COVER AT INR ONLY
MK. HTE01 AT 3070 DOOR (10` GIRTS)
MK, HTE02 AT 6070
X4:10
C o10
o u CO v
E;wO
ERECTION DETAILS
MK. HTA02 AT
6070 DOOR
DOOR 10` GIRTS
MK. HTE03 AT 3070 DOOR �12" GIRTS)
MK. HTE04 AT 6070 DOOR (12" GIRTS)
� � ; % � r
n 0 < ¢
1 USE ONLY WHERE KNOCK DOWN DOORS ARE
DOOR —
D- $ N
REQUIRED. SEE COVERSHEET (SHEET Cl) FOR DOOR
DOOR JAMB —�
H1040 AT 12" O.C.
N o
REQUIREMENTS.
CAP TRIM MK. HTDO5
m
(REQUIRED AT LINER ONLY)
-
2) FOLLOW DOOR AND FRAME ASSEMBLY INSTRUCTIONS
PACKAGED WITH FRAME KIT..
/'�
c
JAMB COVER AT 10" GIRT ONLY
3) HTA__ & JT-__ TRIMS ARE FACTORY CUT TO LENGTH.
MK. JTGO1 AT 10" GIRTS
(REQUIRED AT LINER ONLY)
.
HEAD
TRIM DETAIL - SECTION B
CAP TRIM MK. JTD01 AT
"REVERSE CLASSIC" PANEL
(REQUIRED AT LINER ONLY)
CAP TRIM MK. JTD01 AT
"REVERSE CLASSIC" PANEL
(REQUIRED AT LINER ONLY)
CAP TRIM MK. HTDO5
(REQUIRED AT LINER ONLY)
CAP TRIM MK. HTDO5
(REQUIRED AT LINER ONLY)
JAMB COVER GIRT ONLY.
LINER (IF REQ'D.) MK. JTGOi AT 10" GIRTS
1 GI
JAMB COVER AT LINER ONLY.
n
(REQUIRED AT LINER ONLY)
LINER (IF RE D MK. JTGO1 AT 10` GIRTS
N
N
H1040 AT 12" O.C.
MK. JTG02 AT 12" GIRTS
N
INSULATION H1040 AT 12" O.C.
H1040 AT 12" O.C.
n
(BY OTHERS) DOOR JAMB
INSULATION
(BY OTHERS) H1040 AT 12" O.C.
U
4
La
DOOR JAMB
m
° J
U
J 5
2
Y z
�Y Tn
DOOR
DOOR
3 � g
Y ¢
U
N � a
Y
EXTERIOR WALL PANEL JAMB TRIM MK. JTA01
D.
u
EXTERIOR WALL PANEL JAMB TRIM MK. JTDO1
JOB NUMBER:
JAMB TRIM DETAIL - SECTION C
'CLASSIC' WALL OR "ACCENT- PANEL WITH "CLASSIC" WALL LINER
JAMB TRIM DETAIL - SECTION C
"REVERSE CLASSIC WALL PANEL WITH "CLASSIC" WALL LINER
—
T
ay gg� �� yip
i V i i MI:i. u/ ■ l , L Ip
S IS NOT AN APPROVAL SET. NO CHANGES OR REVISIONS
S508136A
8" OR 10"
SHEET N0:
GIRT (BELOW
FIELD CUB TAB.
N BE MADE. ANY REQUEST FOR
Dj of 5
T-6" ELEV.)
BEND TAB DOWN 90°
CHANGE WILL REMOVE
AND POP RIVET TO
I"HE PROJECT FROM THE SCHEDULE
H1020
JAMB TRIMEACH
SIDE
HTA__
O O DOOR JAMB
DOOR
DOOR
e
6-
O O
FIELD CAULK
TO MAKE
WEATHERTIGHT
THIS SEAL PERTAINS ONLY TO ME
CLIP MK. WSGO1
MATERIALS DESIGNED AND SUPPLIED
BY NUCOR BUILDING SYSTEMS, A
ATTACH TO GIRT
WITH TEK 3
JT ---THE
DMSION OF NUCOR CORPORATION.
DRAWINGS AND THE METAL
BUILDING WHICH THEY REPRESENT
MK. H1100 20
JD
ARE THE PRODUCT OF NUCOR
(WING SYSTEMS. THE REGISTERS
GIRT TO JAMB DETAIL
TRIM CORNER DETAIL
SEAL
PROFESSIONAL ENGINEER WHOSE
APPEARS ON THESE DRAWINGS
FIELD CUT GIRT TO LENGTH AS REQUIRED.
TOP RIGHT CORNER SHOWN
�Q�� IS
a SYSTEMS
J!
EMPLOYED BY NUCOR BUILDING
AND DOES NOT SERVE AS
OR REPRESENT THE PROJECT
ENGINEER OF REG ORD AND SHALL
NOT BE CONSTRUED AS SUCH.
I
Baldwin 1
are]
INDEX OF DRAWINGS
SHEET NO. DRAWING NAME
1 PROJECT COVER SHEET
2 TOPO SURVEY & EROSION CONTROL PLAN
3 GEOMETRY SITE PLAN
A I ANIF)Crl D
.......... ................ r 1114
. . . .. .
5 NOTES DETAILS
......... ...... .....
6 DETAILS
..... . ........
........... ..........
...... . ....
............... 7
...... BUILDING PROFILE & SAFTY PLAN
.......... .
............. ..... -
8 BUILDING LAYOUT
.......... ... -
. . ....... . .
9 UTILITY PLAN
PENS
JACKSONVILLE
ATLANTIC BEACH
PTUNE BEACH
I
ACKSONVILLE BEACH
ONTE VEDRA BEACH
.........
SARASOTA 0
.........
0
LAKE
WEST PALM .BEACH
e n Ponte Vedra Beach OKEECHOBE m
.........
95
F 1. LAUDERDALE
z. ..........
LOCATION MAP
KEY WEST
VICINITY MAP
R E C E I V E 0
CITY OP ATI -A Wrl "' 9 EACH
fi
AUG 2 3 2005
By'
PREPARED BY:
Robert & Phillips, PE
1535 Park Terrace East
Atlantic Beach, Florida 32233
(904) 219-8385
DESIGNER: RK PHILLIPS DESIGN ENGINEER
DRAWN BY: BD - ROBERT K. PHILLIPS, PE
DATE: AUG nr I --
CHECKED BY:
RK PHILLIPS
FLORIDA REGISTRATION NO.
i PE 48896
DATE: AUG 05
DESIGNER: RK PHILLIPS DESIGN ENGINEER
DRAWN BY: BD - ROBERT K. PHILLIPS, PE
DATE: AUG nr I --
1
■
L
MAP SHOWING TOPOGRAPHIC SURVEY OF
LOTS 5, 6 & 7, BLOCK 49 AS SHOWN ON MAP OF
SECTION "H" ATLANTIC BEACH AS RECORDED IN PLAT
BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS
OF DUVAL COUNTY, FLORIDA.
SITE BENCHMARK
60 PENNY NAIL IN POWER POLE
ELEVATION = 13.17'
—OL
INSTALL PROTECTIVE
EXISTING OAK TREES
OE
1. SET POSTS AND
EXCAVATE A 4"X4"
2. STAPLE WIRE
FENCING TO THE
3. ATTACH THE FILTER
FABRIC TO
THE WIRE FENCE AND
EXTEND IT INTO
THE TRENCH.
4. BACKFILL AND
COMPACT THE
EXCAVATED SOIL.
EXTENSION OF
FABRIC AND WIRE
INTO THE
TRENCH.
FILTER FABRIC
CONSTRUCTION DETAILS FOR SILT FENCES
(D-909)
N.T.S.
Silt Fence Construction Specifications:
The height of a silt fence shall not exceed 36 inches. Storage height shall never
exceed 18". The fence line shall follow the contour as closely as possible. If
possible, the filter fabric shall be cut from a continuous roll to avoid the use of
Joints. When joints are necessary, filter cloth shall be spliced only at a support post,
with a minimum 6—inch overlap and both ends securely fastened to the post.
Post shall be spaced a maximum of 10 fee apart and driven securely into the ground
(minimum of 12 inches). When extra strength fabric is used without the wire support
fence, post spacing shall not exceed 6 feet. Turn the ends of the fence uphill.
A trench shall be excavated approximately 4 inches wide and 6 inches deep along the
line of posts and up slope from the barrier.
When standard—strength filter fabric is used, a wire mesh support fence shall be
fastened securely to the up slope side of the posts using heavy duty wire stables at
least 1 inch long, tie wires or hog rings. The wire shall extend into the trench a
minimum of 2 inches and shall not extend more than 36 inches above the original
ground surface.
The standard—strength filter fabric shall be stapled or wired to the fence, and 6
inches of the fabric shall extend in the trench. The fabric shall not extend more
than 36 inches above the original ground surface. Filter fabric shall not be stapled
to existing trees.
When extra—strength filter fabric and closer post spacing are used, the wire mesh
support fence' may be eliminated. In such a case, the filter fabric is stapled or wired
directly to the posts.
The trench shall be backfilled and the soil compacted over the toe of the filter fabric.
Silt fences placed at the toe of a slope shall be set at least 6 feet from the toe in
order to increase ponding volume.
Silt fences shall be removed when they have served their useful purpose, but not
before the upslope area has been permanently stabilized, and any sediment stored
behind the silt fence has been removed.
Inspection and Maintenance:
Silt fences and filter barriers shall be inspected weekly and after each significant
storm (1" in 24hr.). Any required repairs shall be made immediately, Sediment shall
be removed when it reaches 4 height of the fence or 9 inches maximum. The
removed sediment shall vegetated or otherwise stabilized.
PREPARED BY:
Robert K. Phillips, PE
1535 Park Terrace fast
Atlantic Beach, Florida 32233
(904) 219-8385
DESIGNER:
RK PHILLIPS
DESIGN ENGINEER
ROBERT K. PHl'_LIPS, PE
DRAWN BY: BD
DATE: AUG
CHECKED BY:
RK PHILLIPS
FLORIDA REGISTRA"ION NO.
PE 48896
DATE: AUG 05
N
Z
O
W
R'
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V)
W
H
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P
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20(
120,
1
n1A/NIF-Q Tn , DDI V Tr) (`ITV n�
JAX BCH ELECTRIC
PAD MOUNT. TRANSFORMER
METER BANK DETAIL
GEOMETRY & SITE PLAN
NOTE: CONTRACTOR IS TO REMOVE AND REPLACE ANY
SIDEWALKS AND CURBS ALONG ADJACENT
PROPERTIES WHICH WHERE DAMAGED AS A
RESULT OF HIS CONSTRUCTION.
ANY EXISTING DRIVEWAY APRONS, THAT ARE NOT
TO BE USED ARE TO BE REMOVED AND RIGH -OF -WAY
WILL BE BROUGHT BACK TO GRADE.
DOSED SITE STATISTICS
�-SITE PARKING
ATRIAL PARKING
PER 2 EMPLOYEES
IPANY VEHICAL LOT
): 2 EMPLOYEES
WIRED SPACES = 2
) PARKING = 4
SITE PARKING PROVIDED = 6.0
PREPARED BY:
Robert IL Phillips, PE
1535 Park Terrace East
Atlantic Beach, Florida 32233
(904) 219-8385
DESIGNER:
SQUARE
ACRES
PERCENT
OF SITE
?EA
10200
.2870
100.00%
-A
A
4
4089
0
4000
.0939
0
.1263
32.71%
0%
44.00%
IOUs
10017
.2300
80.14%
AREA
2483
.0570
19.86%
�-SITE PARKING
ATRIAL PARKING
PER 2 EMPLOYEES
IPANY VEHICAL LOT
): 2 EMPLOYEES
WIRED SPACES = 2
) PARKING = 4
SITE PARKING PROVIDED = 6.0
PREPARED BY:
Robert IL Phillips, PE
1535 Park Terrace East
Atlantic Beach, Florida 32233
(904) 219-8385
DESIGNER:
RK PHILLIPS
DESIGN ENGINEER
ROBERT K. PHILLIPS, PE
DRAWN BY: BD
DATE: AUG 05
CHECKED BY:
RK PHILLIPS
FLORIDA REGISTRATION NO.
PE 48896
DATE: AUG 05
DATE:
AUGUST 2005
SCALE:
1" - 109
PROJECT No.
1100-05
NUMBER SHEETS
9
PAGE N
V
0
DATE:
AUGUST 2005
SCALE:
1" - 109
PROJECT No.
1100-05
NUMBER SHEETS
9
PAGE N
V
m -a
PLANTING NOTES
1. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING PROJECT SITE
CONDITIONS AND ALL QUANTITIES INDICATED ON THESE PLANS; BEFORE PRICING
WORK.
2. ALL PLANT MATERIAL SHALL BE FLORIDA GRADE NO. 1 OR BETTER NURSERY
GROWN IN ACCORDANCE TO FLORIDA GRADES AND STANDARDS HANDBOOK.
3. PLANTS SHALL BE SOUND, HEALTHY AND VIGOROUS, WELL BRANCHED AND
DENSELY FOLIATED WHEN IN LEAF. THEY SHALL BE FREE OF DISEASE, INSECTS,
EGGS OR LARVAE AND SHALL HAVE HEALTHY, WELL DEVELOPED ROOT SYSTEMS.
THEY SHALL BE FREE FROM PHYSICAL DAMAGE OR ADVERSE CONDITIONS THAT
WOULD PREVENT THRIVING GROWTH.
4. ALL PLANTS MUST BE CONTAINER GROWN OR B&B AS INDICATED IN THE PLANT
LIST.
5. ALL PLANTS SHALL CONFORM TO THE VARIETIES INDICATED IN THE PLANT LIST.
6. SUBSTITUTION OF PLANT MATERIALS WILL NOT BE PERMITTED UNLESS
AUTHORIZED IN WRITING BY THE LANDSCAPE ARCHITECT OR ENGINEER. iF PROOF
IS SUBMITTED THAT ANY PLANT SPECIFIED IS NOT OBTAINABLE, A PROPOSAL WILL
BE CONSIDERED FOR USE OF THE NEAREST EQUIVALENT SIZE OR VARIETY WITH
CORRESPONDING ADJUSTMENT OF CONTRACT PRICE.
7. PLANT MATERIAL LOCATIONS AND BED OUTLINES SHALL BE STAKED OR
FLAGGED ON SITE BY THE CONTRACTOR AND SHALL BE ADJUSTED IF REQUIRED
TO FIT ACTUAL AS -BUILT CONDITIONS ON SITE AND APPROVED BY THE OWNER OR
OWNERS REPRESENTATIVE.
8. ALL PROPOSED TREE PLANTING LOCATIONS SHALL BE STAKED OR FLAGGED
BEFORE INSTALLATION BY THE LANDSCAPE ARCHITECT OR ENGINEER AND
APPROVED BY THE OWNER OR OWNERS REPRESENTATIVE.
9. THE CONTRACTOR SHALL EXCAVATE PLANT PITS, ACCORDING TO THE DRAWINGS,
UNLESS OTHERWISE DIRECTED.
10. all CONTAINER GROWN ROOTBALLS SHALL BE CAREFULLY SCOURED BEFORE
SETTING IN PLANT PITS,
11. ALL BACKFILL AROUND PLANT MATERIAL SHALL BE WORKED FIRMLY, TAMPED
AND WATERED IN UNDER AND AROUND THE ROOT13ALL TO FILL ALL VOIDS.
12. LANDSCAPE CONTRACTOR SHALL BEAR FINAL RESPONSIBILITY FOR PROPER
SURFACE DRAINAGE OF PLANTED AREAS. ANY DISCREPANCY IN THE DRAWINGS,
OBSTRUCTION 0 THE SITE, OR PRIOR TO WORK DONE BY ANY OTHER PARTY,
WHICH THE CONTRACTOR FEELS PRECLUDES ESTABLISHING PROPER DRAINAGE
SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT OR
ENGINEER FOR CORRECTION OR RELIEF OF SAID RESPONSIBILITY.
13. PLANTING BEDS SHALL BE CUT OR EDGED TO FORM A UNIFORM CLEAN LINE
,BETWEEN BEDS AND LAWN AREAS.
14. AFTER ALL PLANT MATERIAL IN A PLANT BED AREA HAS BEEN INSTALLED AND
APPROVED, THE AREA'S BETWEEN PLANTS SHALL BE RAKED TO AN EVEN GRADE
TO CONFORM TO PREMULCHING FINISH GRADES. ALL PLANTING BEDS AND PLANT
SAUCERS SHALL THEN BE UNIFORMLY COVERED WITH A MINIMUM THREE INCH
LAYER OF #2 GRADE OR BETTER CYPRESS MULCH.
15 ALL PLANTING BED AREAS WITH ACCEPTABLE TOPSOIL SHALL BE TOP DRESSED
WITH 50% ORGANIC 6-6-6 COMMERCIAL FERTILIZER AT A RATE OF NINE POUNDS
PER 1000 SQUARE FEET AND TILLED TO A MINIMUM DEPTH OF THREE INCHES.
16. PLANT MATERIAL BACKFILL MIXTURE SHALL BE THOROUGHLY MIXED IN THE
FOLLOWING PREPARATIONS:
50% EXISTING CLEAN TOPSOIL TOPSOIL
50% SOIL MIX PEAT
COW MANURE
17. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ALL FINE GRADING
PREPARATION FOR PLANTING.
18. ROUGH GRADES WILL BE ESTABLISHED BY THE OWNERS GENERAL
CONTRACTOR AT APPROXIMATELY 3 INCHES BELOW CURBS, SIDEWALKS, HARDSCAPE
AMENITIES, MOWING STRIPS AND ABUTMENTS.
19. CONTRACTOR SHALL COORDINATE CONSTRUCTION OF PLANTING AREAS WITH
INSTALLATION OF IRRIGATION SYSTEM.
20. WHERE SEEDING MAY BE REQUIRED ON THE PLANS, GERMINATION RATE SHALL
BE THE MAXIMUM PERCENTAGE REQUIRED FOR THE VARIETY SPECIFIED AT THE
RATE OF APPLICATION SPECIFIED.
21. SOD AREAS SHALL BE SPECIFIED GRASS. GRASS FOR SODDING SHALL BE
FRESHLY CUT IN SQUARES ONE FOOT WIDE BY TWO FEET LONG. SOD SHALL BE
HEALTHY, FREE OF INSECTS, IN NATURALLY FLOURISHING CONDITIONS. DRY, BROWN
AND UNFRESH SOD WILL BE REJECTED.
22, SOD SHALL BE LAID END TO END AND SIDE TO SIDE IN A STAGGERED LINE
TO FORM A UNIFORM LAYER. ALL UNEVEN EDGES SHALL BE SQUARELY TRIMMED
TO ALLOW CLOSE AND FIRM FITTING OF EACH PIECE.
23. AFTER SODDING IS COMPLETED, THE ENTIRE SOD AREAS SHALL BE WATERED
BY HAND OR IRRIGATION SYSTEM EACH DAY FOR TWO WEEKS. SODDED AREAS
SHALL THEM BE TOP DRESSED WITH A COMMERCIAL FERTILIZER AS DIRECTED
HEREIN AT A RATE OF 12 POUNDS PER 1000 SQUARE FEET OF AREA IN A
EVENLY BROAD CASE PATTERN,
24. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL
PLANT MATERIAL ON SITE DURING AND BEFORE PLANTING, UNTIL THE WORK IN
ACCEPTED BY THE LANDSCAPE ARCHITECT OR ENGINEER AND OR OWNER.
25. ALL PLANTS SHALL BE GUARANTEED BY THE LANDSCAPE CONTRACTOR TO BE
HEALTHY PLANTS AND IN FLOURISHING CONDITION OF ACTIVE GROWTH FOR NINETY
(90) DAYS FROM FINAL INSPECTION AND ACCEPTANCE. ALL TREES SHALL BE
GUARANTEED AN ADDITIONAL ONE YEAR FROM FINAL INSPECTION AND ACCEPTANCE.
26. THE LANDSCAPE ARCHITECT OR ENGINEER, OWNER OR OWNERS
REPRESENTATIVE SHALL HAVE THE RIGHT TO REJECT ANY AND ALL WORK WHICH
IN HIS OPINION DOES NOT MEET WITH REQUIREMENTS OF THE SPECIFICATIONS AT
ANY STAGE OF THE PROJECT OPERATION.
27. IN GENERAL, THE WORK SHALL PROCEED AS RAPIDLY AS THE SITE BECOMES
AVAILABLE. KEEP ALL AREAS OF WORK CLEAN, NEAT AND ORDERLY AT ALL TIMES.
28. THERE WILL BE SPECIAL CARE TO ALL EXISTING TREES TO BE RETAINED ON
SITE TO AVOID CONSTRUCTION DAMAGE.
29 IF AN AUTOMATIC IRRIGATION SYSTEM IS TO BE PROVIDED IN LIEU OF HOSE
BIBS AS SHOWN ON THE PLAN, A SHOP DRAWING OF THE LAYOUT AND DESIGN
MUST BE SUBMITTED TO THE GOVERNMENTAL AGENCY, FOR REVIEW AND
APPROVAL, PRIOR TO INSTALLATION.
30. IRRIGATION SYSTEM SHALL BE FULLY AUTOMATIC, PROVIDING 100% COVERAGE
TO ALL PLANTING AREAS, WITH ALL POP UP HEADS IN LAWN AREA.
31. IRRIGATION STATION SHALL BE SET WHERE THERE WILL BE NO MIXING OF
SHRUB AND LAWN AREAS, FIXED SPRAY HEADS WITH GEAR DRIVEN HEADS OR
IMPACTS. SHRUB RISERS SHALL BE MINIMUM 2.5' FROM EOP AND ALL HEADS
MINIMUM 1' FROM BUILDINGS.
32. A DOUBLE CHECK BACKFLOW PREVENTION (OR APPROVED EQUAL); EQUAL TO
A DCA -100; TO BE MOUNTED IN A RECTANGULAR VALVE BOX (12"X10") ON THE
SERVICE SIDE OF THE METER AND IMMEDIATELY ADJACENT TO THE WATER METER.
33. AFTER THE LANDSCAPE PLANTS APPROVED BY THE GOVERNMENTAL AGENCY,
ANY SUBSEQUENT CHANGES MUST BE RESUBMITTED FOR REVIEW AND APPROVAL.
34. SHADE TREES SHALL BE PLANTED MINIMUM 4' FROM EOP AND 15' FROM
OHE
* SWEET VIBURNUM
LANDSCAPE PLAN
PLANT LIST
DESCRIPTION
QUANITY
SIZE
SPACING
LIVE OAK
4
10'-12' HT. 2"D.B.H.
AS SHOWN
VIBURNUM ODORATISSIUM - SWEET VIBURNUM
16
24"HT. 3 GAL
36" OC
AS NEEDED
1 STAKE FOR TREES 2" CAL. &c LESS
2 STAKES FOR TREES 2 1/2" - 4" CAL.
3 STAKES FOR TREES GREATER THAN 4" CAL.
PLANTING DETAIL
CONT. LAYER OF MULCH
PLANTING SOIL (SEE SPEC.)
/-2' SbGHT EARTH SAUCER
" REMOVE CONTAINER
BEFORE PLANTING
- PLANT H6LE WITH VERT. SIDES
PLANTING SOIL -COMPACTED
TO PREVENTSETTLEMENT
AINER GROWN SHRUB
PREPARED BY:
Robert I. Phillips, PE
1535 Park Terrace East
Atlantic Beach, Florida 322233
(904) 219-6385
DESIGNER:
RK PHILLIPS
DESIGN ENGINEER
ROBERT K. PHILLIPS, PE.
DRAWN BY: BD
DATE: AUG 05
CHECKED BY:
RK PHILLIPS
FLORIDA REGISTRATION NO.
PE 48896
DATE: AUG 05
DATE:
AUGUST 2005
SCALE:
1" - 100
PROJECT No.
1100-05
NUMBER SHEETS
9
PAGE NUMB R
11
�
DATE:
AUGUST 2005
SCALE:
1" - 100
PROJECT No.
1100-05
NUMBER SHEETS
9
PAGE NUMB R
GENERAL NOTES
1. TOPOGRAPHICAL AND EXISTING CONDITIONS INFORMATION ARE APPROXIMATE. CONTRACTOR
IS TO VERIFY ELEVATION WITH HIS SURVEYOR AND MAKE ADJUSTMENTS AS NECESSARY.
2. ALL DIMENSIONS TO FACE OF CURB UNLESS OTHERWISE NOTED.
3. NEW DRIVEWAYS PROPOSED IN CITY OF ATLANTIC BEACH RIGHT OF WAY MUST CONFORM
TO CITY OF ATL BEACH PUBLIC WORKS DEPARTMENT TO OBTAIN A RIGHT OF WAY PERMIT
PRIOR TO COMMENCEMENT OF CONSTRUCTION.
4. ALL PAVEMENT TO BE 4" CONCRETE PAVING @ 300OPS1. WITHIN CITY RIGHT-OF-WAY,
CONCRETE TO BE A MINIMUM 6" THICK, 300OPSI WITH FIBERMESH.
5. HANDICAP RAMPS, SPACES AND SIGNAGE TO CONFORM WITH ANSI, CITY OF ATL. BCH.
AND STATE STANDARDS REGARDING HANDICAP ACCESS.
6. CONTRACTOR TO VISIT SITE AND LOCATE PROPERTY CORNERS, LINES AND VERIFY
EXISTENCE OF ALL UTILITIES WHETHER SHOWN OR NOT PRIOR TO COMMENCEMENT OF SITE
CONSTRUCTION.
7. ALL DISTURBED EARTH AREAS SHALL BE SEEDED/MULCHED OR LANDSCAPED. REFER TO
LANDSCAPE PLAN FOR SPECIFIC PLANTING INFORMATION.
8. EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE ONLY AND ARE BASED
ON INFORMATION PROVIDE BY THE OWNING UTILITY. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO LOCATE AND VERIFY, IN THE FIELD, THE HORIZONTAL AND VERTICAL
LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES, WHETHER SHOWN OR NOT.
CONTRACTOR IS TO EXERCISE CAUTION WHILE WORKING NEAR ANY EXISTING UTILITIES. THE
CONTRACTOR SHALL REPAIR OR PAY FOR ALL DAMAGES MADE TO EXISTING STRUCTURES
AND UTILITIES.
9. NO SUB -GRADE INVESTIGATION HAS BEEN PERFORMED. PAVEMENT SUB -GRADE SHALL
HAVE ALL UNSUITABLE MATERIAL REMOVED TO A DEPTH OF 3.0 FEET BELOW SUB -GRADE
AND 2.5 FEET BEYOND BACK OF CURB. BACK FILL WITH SUITABLE MATERIALS. ALL
UNSUITABLE MATERIAL ENCOUNTERED SHALL BE LEGALLY DISPOSED OF OFF SITE AT THE
CONTRACTOR'S EXPENSE OR DEPOSITED IN PROPOSED LANDSCAPE/BERM AREAS AS IS
FEASIBLE.
10. ALL CONCRETE CURB AND GUTTER, AND SIDEWALKS SHALL BE 350OPSI CONCRETE
WITH A MAXIMUM SLUMP OF 5-2".
11. ALL PIPE LENGTHS ARE SCALED DIMENSIONS. ALL DRAINAGE STRUCTURES SHALL BE
CONSTRUCTED TO CONFORM WITH CITY OF ATL. BCH. STDS. AND DETAILS AND SHALL BE
CONSTRUCTED TO CONFORM WITH CURBING AND PROPERTY LINES.
12. ALL UNDERGROUND UTILITIES MUST BE INSTALLED PRIOR TO PREPARATION OF
SUB -GRADE FOR PAVEMENT.
13. SOIL INVESTIGATION FOR PAVEMENT/BUILDING FOUNDATION TO BE ORDERED BY
GENERAL CONTRACTOR IF REQUIRED. CIVIL FIRM IS NOT RESPONSIBLE FOR GEOTECHNICAL
CONDITIONS/RECOMMENDATIONS.
14. THE CONTRACTOR MUST OBTAIN ALL PERMITS PRIOR TO COMMENCEMENT OF
CONSTRUCTION ALL PERMITS MUST BE KEPT ON CONSTRUCTION SITE AT ALL TIMES AS
REQUIRED.
15. CONTRACTOR SHALL VERIFY EXISTING PAVEMENT AND BUILDING LOCATIONS AND
ELEVATIONS PRIOR TO CONSTRUCTION.
16. STRUCTURAL FILL REQUIRED FOR ROADWAY EMBANKMENTS SHALL BE PLACED IN LOOSE
LIFTS NOT EXCEEDING 12 INCHES IN THICKNESS AND SHALL BE COMPACTED TO DENSITIES
EQUIVALENT TO 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D1557), f2
OF THE MOISTURE CONTENT. STRUCTURAL FILL IS DEFINED AS NON -PLASTIC, INORGANIC
(CONTAINING LESS THAN 10% MATERIAL PASSING THE NO. 200 MESH SLEEVE).
17. ROADWAY BASE COURSE MATERIALS SHALL BE LIME ROCK AND SHALL CONFORM TO
THE FLORIDA D.O.T. STANDARD SPECIFICATIONS LATEST EDITION, FOR BASE MATERIALS,
INCLUDING CONSTRUCTION METHODS.
18_ CONTRACTOR iF REQUESTED SHALL PROVIDE CERTIFIED TEST RESULTS OF THE DEGREES
OF COMPACTION OF THE SUB -GRADE AND THE BASE FROM AN INDEPENDENT QUALIFIED
TESTING LABORATORY.
19. DURING CONSTRUCTION, CONTRACTOR TO PLACE HAY BALES AND SILT CURTAINS AT
ALL DOWNSTREAM DISCHARGE POINTS UNTIL CONSTRUCTION IS COMPLETE AND SEED/SOD
HAS STABILIZED THE SOIL TO AVOID SILTATION AND TURBIDITY IN ACCORDANCE WITH
FLORIDA STREAM STANDARDS.
20. CONTRACTOR TO NOTIFY CITY OF JAX. BCH_ PUBLIC WORKS PRIOR TO SITE
CONSTRUCTION TO ARRANGE FOR LOCATION OF ANY ON-SITE TRANSFORMER SERVICE/ PAD
FACILITIES AND MUST NOTIFY ENGINEER IF REVISION IS REQUIRED OF PLANS FOR
DEPICTION.
21. CONTRACTOR MUST CONTRACT SUNSHINE ONE CALL, 1-800-432--4770, 48 HOURS
PRIOR TO DIGGING FOR ACTUAL FIELD LOCATIONS OF ANY KNOW UNDERGROUND FACILITIES
WITHIN THE LIMITS OF THE PROJECT.
22. WATER AND/OR SEWER CAPACITY FEES (WPC) SHALL BE PAID AT TIME OF BUILDING
PERMIT APPLICATION BASED ON TOTAL NUMBER OF SEWER FIXTURE UNITS OR LOADING
RATES PER CHAPTER 64-E, FAC FOR ONSITE SEWAGE TREATMENT AND/OR DISPOSAL
SYSTEM. COMMERCIAL PROJECTS SHALL REQUIRE AN APPROVED SET OF CIVIL DESIGN
PLANS TO PROCESS BUILDING PERMIT,
23. ALL CONSTRUCTION WITHIN RIGHT-OF-WAY(S) SHALL MEET CITY OF ATL. BCH. FOR
FLORIDA D.O.T. STANDARD SPECIFICATIONS AND DETAILS AS APPLICABLE.
24. ALL WATER AND/OR SEWER TO BE CONSTRUCTED IN CITY OF ATL BCH. RIGHT OF WAY
OR EASEMENTS MUST BE IN CONFORMANCE WITH CITY WATER AND SEWER STANDARD
DETAILS, SPECIFICATIONS AND APPROVED MATERIALS MANUAL.
25. ALL ON-SITE PRIVATE WATER AND SEWER CONSTRUCTION (NOT REVIEW BY
HRS/RESD/DEP) REQUIRES A PLUMBING PERMIT WITH SCHEDULED INSPECTION PRIOR TO
INSTALLATION. CONTACT CITY CHIEF PLUMBING INSPECTOR @ 247-6219.
26. CONTRACTOR IS RESPONSIBLE FOR EXAMINATION OF FINAL ARCHITECTURAL PLANS AND
CIVIL DRAWINGS TO CONFIRM THE DEPTH, LOCATION AND SIZE OF ALL WATER AND
SANITARY SEWER SERVICE CONNECTIONS MATCH PRECISELY BETWEEN ARCHITECTURAL AND
CIVIL DRAWINGS.
27. SITE CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH GENERAL CONTRACTOR
REGARDING SCHEDULING FO CONSTRUCTION OC ALL SLEEVES, CONDUITS, PIPES, CABLES,
LIGHTING, IRRIGATION, AND/OR ANY OTHER UNDERGROUND UTILITIES SHOWN OR NOT SHOWN
ON THESE DRAWINGS WHICH MAY BE REQUIRED PRIOR TO CONSTRUCTION OF PAVED AREAS.
28. ALL PIPE TRENCHES SHALL BE BACK FILLED WITH SUITABLE MATERIAL, COMPACTED TO
95% MODIFIED PROCTOR IN 12" LIFTS. ALL TRENCH WORK SHALL BE IN COMPLIANCE WITH
CHAPTER 90-96, STATE OF FLORIDA, "TRENCH SAFETY ACT". PIPE BEDDING SHALL BE PER
CITY STANDARD DETAILS.
29. THE CONTRACTOR SHALL PROVIDE NO LESS THAN 6" CLEARANCE BETWEEN ALL
UTILITIES. MAINTAIN A MINIMUM OF 10' HORIZONTAL SEPARATION BETWEEN WATER MAIN AND
SEWER MAINS. WHERE WATER AND SEWER MAINS CROSS, MAINTAIN WATER MAIN MINIMUM
18" ABOVE SEWER MAIN IF POSSIBLE. THE CONTRACTOR SHALL VERIFY VERTICAL
SEPARATION.
30. WATER LINES 4" AND LARGER SHALL BE PVC, DR 18, INTEGRAL BELL AND SPIGOT
(RING-TITE TYPE), AWWA C-900, NSF APPROVED ONLY. FITTING SHALL BE CAST IRON,
MECH. JOINT. ALL FITTINGS SHALL BE PROPERLY RESTRAINED IN ACCORDANCE WITH CITY
OF ATL. BCH. PUBLIC WORKS STANDARD DETAILS. WATER MAIN LESS THAN 4" SHALL BE
SCHEDULE 40, SOLVENT WELD, AWWA C-900, NSF -PV/ APPROVED ONLY.
31. ALL FITTINGS SHALL BE QUALITY TESTED FOR DEFECTS AND HOLIDAYS BY A
DESIGNATED CITY OF ATL. BCH. PUBLIC WORKS PERSONNEL. CONTRACTOR SHALL CONTACT
@ 247-5838 PRIOR TO INSTALLATION. USE CONCRETE LINED FITTINGS IN WATER MAIN
CONSTRUCTION AND POLY LINED FITTING FOR SEWER LINE CONSTUCTION.
32. GATE AND TAPPING VALVES SHALL BE RESILIENT SEAT TYPE. ALL GATE VALVES FOR
CITY OF ATL. BCH. PUBLIC WORKS SHALL BE "OPEN LEFT" TYPE.
33. ALL WATER SERVICES SHALL TERMINATE WITH A NEW CURB COCKS IN THE METER BOX.
CURB COCKS SHALL BE FORD BALL VALVE B-11 SERIES OR McDONNELL BALL VALVE
#6101. WATER METERS MAY BE SET BY CITY OF ATL BCH PUBLIC WORKS AT
CONTRACTOR'S EXPENSE. CONTRACTOR TO PERFORM NECESSARY UTILITY CONSTRUCTION IN
RIGHT OF WAY INCLUDING SETTING NEW METER BOXES WHERE APPLICABLE. TERMINATE
SERVICES WITH CURB STOPS. METERS TO BE INSTALLED BY CITY OF ATL BCH PUBLIC
WORKS WATER AND SEWER FORCES UPON APPLICATION AND PAYMENT BY LICENSED MASTER
PLUMBER OR UTILITY CONTRACTOR @ RM 101, CITY BALL.
34 REDUCED PRESSURE (RP) BACKFLOW PREVENTERS SHALL BE DESIGNED AND INSTALLED
IN ACCORDANCE WITH AWWA M-14, BACKFLOW PREVENTION AND CROSS CONNECTION
CONTROL AND THE CITY OF ATL BCH CROSS -CONNECTION CONTROL POLICY MANUAL. THE
DEVICE SHALL CONTAIN TWO INDEPENDENTLY ACTING CHECK VALVES AND AN
AUTOMATICALLY OPERATING PRESSURE DIFFERENTIAL RELIEF VALVE AND SHALL BE SUITABLE
FOR INSTALLATION IN AREAS SUBJECTED TO BACKPRESSURE. THE UNIT SHALL CONTAIN
SHUT OFF VALVES FITTED WITH TEST COCKS. APPROVED MODELS FOR SIZES 4" THROUGH
10" INCLUDE WATTS 909 OR FEBCO 825.
35. SHOP DRAWING FOR ALL BACKFLOW PREVENTERS SHALL BE SUBMITTED TO CITY OF
ATL BCH PUBLIC WORKS WATER AND SEWER BUSINESS UNIT FOR APPROVAL PRIOR TO
INSTALLATION. CONTACT ATL BCH PUBLIC WORKS DEPT.
36. GRAVITY SEWER SHALL BE PVC, ASTM 3034, SDR 35, INTEGRAL BELL AND SPIGOT,
BELLS POINTING UPSTREAM THROUGHOUT. SEWER LINES ARE DESIGNED FOR 36" MINIMUM
COVER TO FINISH GRADE AND SHALL BE PROTECTED UNTIL CONSTRUCTION IS COMPLETED.
UPON COMPLETION OF WORK, THE CONTRACTOR SHALT_ SCHEDULE A FINAL INSPECTION
WITH THE CITY OF ATL BCH PUBLIC WORKS PROJECT ENGINEER/INSPECTOR.
37. THE CONTRACTOR SHALL WARRANTY ALL WORK IN RIGHT OF WAY TO THE CITY OF ATL
BCH AND ALL SITE WORK TO OWNER FOR ONE (1) YEAR FOR DATE OF FINAL ACCEPTANCE.
GALV, STEEL UNI
GALV. STEEL 90'
INSULATE ALL ABOVE GROUND WATER PIPIN(
WITH 3/4" THICK ARMOFLEX INSULATION. ALL
JOINTS GLUED WITH A WHITE EXTERIOR COATIN(
GALV. STEEL RISE
FROM METER -
SCH.40 PVC PIPE ---/
BACKFLOW PREVENTOR
N.T.S.
no
��0
J
a
5" THICK TO BE USED FOR
COMMERCIAL AND IN CITY R/W
CLASS "C" CONCRETEg
3000 PSI
1:1 BATTER
TYP. SIDEWALK DETAIL
4" CONCRETE
MIN. 3000PSI
98% MAX. DENSITY (LBR 30)
AASHTO T-180
TYP. CONCRETE SECTION
6" PERFORATED CELLULAR -
CONFINEMENT SYSTEM (TYP)
GEOTEXTILE FABRIC
MIRAFI 140 OR EQUAL
6"- #57 STONE
99
NATURAL SUB -BASE
NOT COMPACTED, PROOF
ROLLED ONLY
NOTES:
1. TUCK GEOTEXTILE FABRIC IN 2' AT ENDS
2. REMOVE STICKS, ROOFS, SHARP STONES AND
OTHER SHARP OBJECTS PRIOR TO LAYING FABRIC
3. PLACE AND STAKE 6" TERRACELL POLYETHYLENE
CONFINEMENT SYSTEM OVER SUB -BASE PRIOR TO
PLACING STONE.
GRAVEL PARKING SECTION
PIPE DIAMETER
(SEE NOTE #1)
12"
TYPICAL TRENCH
GENERAL BACKFILL MATERIAL
(SEE NOTE #5)
BACKFILL COMPACTED TO
98% (SEE NOTE #3&4)
PIPE TO BE INSTALLED ON
UNDISTURBED SOIL OR SUITABLE
SOIL COMPACTED
TO 98 %. MAX. DENSITY ("2)
NOTES
1. TRENCH SIDES SHALL BE APPROXIMATELY VERTICAL BETWEEN AN ELEVATION OF 1 FOOT ABOVE THE TOP OF THE PIPE AND THE
CENTER UNE OF THE PIPE; OTHERWISE, TRENCH SIDES SHALL BE AS VERTICAL AS POSSIBLE OR AS REQUIRED BY OSHA
STANDARDS. REFER TO THE MEASUREMENT AND PAYMENT SECTION (SECTION #801, PARAGRAPH #4)) TO DETERMINE MAXIMUM
PAYUNE WIDTHS.
2, BELL HOLE SHALL BE DUG TO PERMIT THE ENTIRE STRAIGHT BARREL OF THE PIPE TO REST ON THE UNDISTURBED TRENCH
BOTTOM. BOULDERS OR LOOSE ROCKS LARGER THAN 3/4 INCH IN SIZE WILL NOT BE PERMITTED IN BACKFILL UP TO
1 FOOT ABOVE THE TOP OF THE PIPE.
3. BACK FILL MATERIAL UP TO A LEVEL OF 1 FOOT OVER THE PIPE SHALL CONSIST OF AASHTO CLASS A-3 SOIL (SUITABLE SOIL)
AND SHALL EXCLUDE CLAY MATERIALS AND LOOSE ROCKS LARGER THAN 3/4 INCH SIZE,
4. BACKFILL MATERIAL UP TO A LEVEL 1 FOOT OVER THE TOP OF PIPE OR BOTTOM OF STRUCTURES SHALL BE PLACED IN
6 INCH COMPACTED THICKNESS LAYERS AND SHALL BE COMPACTED TO 98
BY THE LABORATORY MODIFIED PROCTOR TEST, ASTM D1557.
5. SEE " EXCAVATION AND EARTHWORK", SECTION 408 FOR ADDITIONAL REQUIREMENTS INCLUDING REMOVAL AND REPLACEMENT
OF UNSUITABLE SOILS, DEWATERING, COMPACTION REQUIREMENTS AND DENSITY TESTING OF COMPACTED SOILS.
1/04
OPEN -CUT TRENCH FOR PIPE
PLATE W-42
00 -POLYMER METER
BOX & COVER (NOTE
SET AT FINAL GRADE
CORPORATION
_ 2 -CURB. STOP CONNECTION
CORPORATION STOP REQUIRED ON 1°'� / TO CUSTOMERS
ALL SERVICES REGARDLESS OF SIZE, WATER MAIN AND
(CONNECTED DIRECTLY INTO SADDLE) BACKFLOW PREVENTER
METER
(NOTE 4) (IF APPLICABLE)
CLOSE TO WALL
AS POSSIBLE (2X"MAX)
ACCEPTABLE PVC WATER
RANGE FOR SERVICE LINE (NOTE 3)
TAPS 0'-45'
SET METER
ON UNDISTURBED
OR COMPACTED SOIL
DISTRIBUTION MAIN
SERVICE SADDLE (W/SS. BANDS
& EPDXY IRON BODY, SEE NOTE 2)
NOTES:
I. METER TO BE LOCATED IN THE STREET RIGHT-OF-WAY, SEVEN FEET OUTSIDE OF THE PROPERTY LINE AND FOUR FEET
INSIDE OF THE PROLONGATION OF ONE OF THE SIDE PROPERTY LINES. IF POSSIBLE, THE WATER METER BOX SHALL BE
LOCATED IN NON -TRAFFIC AREAS (NOT IN DRIVEWAYS). SET TOP OF BOX AT FINISHED GRADE.
2. SINGLE BAND SADDLES MAYBE UTILIZED ON NEW 1" WATER SERVICES WHICH ARE INSTALLED ON A DRY 10" SIZE OR
SMALLER WATER MAIN (NEW WATER MAIN CONSTRUCTION). FOR WET TAPS OR WATER. MAINS 12" SIZE AND LARGER,
A DOUBLE BAND SADDLE IS REQUIRED.
3. NO OPEN CUT UNDER ROADWAY PAVING ALLOWED UNLESS THE ROADWAY IS BEING RECONSTRUCTED OR IF DIRECTED
OTHERWISE BY Cttt OF ATL BEACH CONSTRUCT POLY LINE WITH 24" (MIN) COVER UNDER ROADWAYS.
4, INSTALL PVC PLUG IN ALL CURB STOPS IF WATER SERVICE IS "NOT IN USE" (IE: IF NO METER IS INSTALLED).
5. No 2" AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20" AND LARGER SIZE
1/04
r"1 r-\ -\ 1 r- r\ -r- 1 /-% l\ A T I 0-\ A I
VICINITY MAP
0
WATER SERVICE DETAIL
2" AND SMALLER METER
r_LHIC VV-/-
PREPARED
V-L
PREPARED BY:
Robert K. Phillips, PE
1535 Park Terrace East
Atlantic Beach, Florida 32233
(904) 219-8385
DESIGNER:
RK PHILLIPS
DESIGN ENGINEER
ROBERT K. PHILLIPS, PE
DRAWN BY: BD
DATE: AUG 05
CHECKED BY:
RK PHILLIPS
FLORIDA REGISTRATION NO.
PE 48896
DATE: AUG 05
DATE:
AUGUST 2005
SCALE:
NO SCALE
PROJECT No.
1100-05
NUMBER SHEETS
f IK
9_
PAGAA
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0
DATE:
AUGUST 2005
SCALE:
NO SCALE
PROJECT No.
1100-05
NUMBER SHEETS
f IK
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PLYWOOD SF
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PREPARED BY:
Robert IL PhillipsPE
1535 Park Terrace East
Atlantic Beach, Florida 32233
(904) 219-8385
DESIGNER:
RK PHILLIPS
DESIGN ENGINEER
ROBERT K. PHILLIPS, PE
DRAWN BY: BD
DATE: AUG 05
CHECKED BY:
RK PHILLIPS
FLORIDA REGISTRATION NO.
PE 48896
DATE: - UG 05
DATE:
AUGUST 2005
SCALE:
1" - 10'
PROJECT No.
1100-05
NUMBER SHEETS
9
PAGE.NUMBER
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DATE:
AUGUST 2005
SCALE:
1" - 10'
PROJECT No.
1100-05
NUMBER SHEETS
9
PAGE.NUMBER
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�AhinAnn XAIA] 1 nA.Alf l f
FRONT ELEVATION
SCALE: 1/8"=l'—O"
CTAK1nADn DMC DAKICI C
REAR SIDE ELEVATION
SCALE: 1/8"=l'—O"
LIFE -SAFETY PLAN
SCALL 1/8"-1'-0"
LEFT SIDE ELEVATION
SCALE: 1/8"=V-0"
'-0"
RIGHT SIDE ELEVATION
I1
--
SCALE: 1/8"=l'—O"
BUILDING CODE SUMMARY
o
BUILDING ADDRESS: 20th STREET NORTH
JACKSONVILLE BEACH, FL 32250
DATE: AUG 05
Ell [D
CODE 2001
NEW CONSTRUCTION — SHELL
CODE ENFORCEMENT
ONLY
JACKSONVILLE BEACH, FL.
91
BUSINESS
LIFE -SAFETY PLAN
SCALL 1/8"-1'-0"
LEFT SIDE ELEVATION
SCALE: 1/8"=V-0"
'-0"
RIGHT SIDE ELEVATION
I1
--
SCALE: 1/8"=l'—O"
PREPARED BY:
Robert K. Phillips, PE
1535 Park Terrace East
Atlantic Beach, Florida 32233
(904) 219-8385
DESIGNER:
BUILDING CODE SUMMARY
DESIGN ENGINEER
ROBERT K. PHILLIPS, PE
BUILDING ADDRESS: 20th STREET NORTH
JACKSONVILLE BEACH, FL 32250
DATE: AUG 05
FLORIDA BUILDING
BUILDING DATA:
CODE 2001
NEW CONSTRUCTION — SHELL
CODE ENFORCEMENT
ONLY
JACKSONVILLE BEACH, FL.
ASSEMBLY
BUSINESS
EDUCATIONAL
OCCUPANCY
CONSTRUCTION
TYPE
MERCANTILE
INSTITUTIONAL UNREST
HAZARDOUS
TYPE I
TYPE II
TYPE III
MIXED CONSTUCTION
RESIDENTIAL
INSTITUTIONAL REST
MIXED OCCUPANCY
TYPE IV P
TYPE IV UP
TYPE V P
YES NO
FACTORY — INDUSTRIAL
STORAGE — GARAGE
YES I NO
TYPE V UP
TYPE VI P
TYPE VI UP
TYPE
SPRINKLED
YES
NO
FIRE DISTRICT
YES
NO
BLDG HEIGHT
13' — 3" MEAN ROOF HT.
MEZZANINE
YES
NO
GROSS BLDG.
FIRST FLOOR: 4000SF
AREA
FIRST FLOOR —
THIRD FLOOR —
TOTAL: 4000SF
NUMBER OF UNITS
1 — PROJECTED LEASE
SPACES
MEANS OF EGRESS DOORS TO EXTERIOR
TRAVEL DISTANCE TO EXIT — MAX CONDITION
49 FT
NUMBER OF
MAX SQ. FT. FLOOR
4000 SF
EXITS
MAX OCCUP. LOAD
2
MINIMUM NUMBER OF EXITS
1 ---2—PROVIDED
PARTY WALLS
NR
INTERIOR BEARING WALLS
NR
FIRE
INTERIOR NONBEARING WALLS
NR
RESISTANCE
COLUMNS
NR
FLOOR — CEILING BEAMS &TRUSSES
NR
ROOF CELING
NR
EXTERIOR BEARING WALLS
NR
PREPARED BY:
Robert K. Phillips, PE
1535 Park Terrace East
Atlantic Beach, Florida 32233
(904) 219-8385
DESIGNER:
RK PHILLIPS
DESIGN ENGINEER
ROBERT K. PHILLIPS, PE
DRAWN BY: BD
DATE: AUG 05
CHECKED BY:
RK PHILLIPS
FLORIDA REGISTRATION N0.
PE 48896
DATE: AUG 05
DATE:
AUGUST 2005
SCALE:
AS !VOTED
PROJECT No.
1100-05
NUMBER SHEETS
9
PAGE NUMBER
J
1 'qw
or
C
DATE:
AUGUST 2005
SCALE:
AS NOTED
PROJECT No.
1100-05
NUMBER SHEETS
9
PAGE NURNS
iI.
IV
III
Mill
I
DATE:
AUGUST 2005
SCALE:
AS NOTED
PROJECT No.
1100-05
NUMBER SHEETS
9
PAGE NURNS
iI.
IV
PI IIAAPIN(: FIXTIIPFC
FIXTURE
MFG CAT. N0.
REMARKS
WATER CLOSET HC
ELJER 091-0220
SEAT 124-2100
LAVATORY
ELDER 051-0124
BRASS:358-1000
CI C!`Tr-)I(' WATCO nnnl C0 vn
UA\A/C WAr,P- /WAr`R<C
CTAmnAPn
U1R
HP -2
PLUMBING LAYOUT
GFI (TYP),
GFI (TYP)
:R
2"
I
31e
1
` 1
100A
HWH W �
DRY
MAIN
UMD
r�
N
CIR
100A
Cn
BRK
ITEM
SS S
1
{11
LIGHT
ELECTRICAL LAYOUT -0 LIGHT W/ EXHAUST
SCALE: 1/8"=1'-0" EXIST LIGHT
i� EMERGENCY LIGHTING
175W MH WALL
PACK (TYP.)
200A METER MAIN
20/208 30
3 SOCKET METER
IOUSE PNL Dc T/C
TELEPHONE
ENCL.
NOTE: PLUMBING FIXTURES AND ACCESSORIES SHALL
BE FURNISHED AND INSTALLED IN COMPLIANCE WITH
FLORIDA ACCESSIBILITY CODE FOR BUILDINGS.
PLUMBING LAYOUT
SCALE: 1/8"=l'—O"
200A 1ta
120 208V
100A
100A
MAIN
UMD
r�
CHECKED BY:
CIR
100A
BRK
1
(2) 4" PVC
4 - 250 MCM AL
METER BAND DETAIL
P
S SHALL
CE WITH
PREPARED BY:
Robert K. Phillips, PE
1535 Park Terrace East
Atlantic Beach, Florida 32233
(904) 219-8386
DESIGNER:
SURFACE MOUNTED
HOUSE
PANEL
100AMP
1 PHASE
CHECKED BY:
CIR
ITEM
BRK
BRK
ITEM
CIR
1
WALL PACK
30
30
WALL PACK
2
3
IRRIGATION
20
20
WP RECEPTACLES GFI
4
5
SPARE
SPA E
6
7
8
9
lo—
ll
12
P
S SHALL
CE WITH
PREPARED BY:
Robert K. Phillips, PE
1535 Park Terrace East
Atlantic Beach, Florida 32233
(904) 219-8386
DESIGNER:
RK PHILLIPS
DESIGN ENGINEER
ROBERT K. PHILLIPS, PE
DRAWN BY: BD
DATE: AUG 05
CHECKED BY:
RK PHILLIPS
FLORIDA REGISTRATION NO.
PE 48896
DATE: AUG 05
C� V
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� W IZ
3
ao�
�o
J
AUGUST 2005
SCALE:
AS NOTED
PROJECT No.
1100-05
NUMBER SHEETS
9
PAGE NUMEEI
r
1
6
C� V
= Z m
V mj a
m
J
0 C
19 0 7
� W IZ
3
ao�
�o
J
AUGUST 2005
SCALE:
AS NOTED
PROJECT No.
1100-05
NUMBER SHEETS
9
PAGE NUMEEI
r