1995 Francis Ave 2014 ABCC SHED LETTER OF CERTIFICATION
--------------------
HERCULES STEEL BLDG, DATE4/ 3/14 FLORIDA PRODUCT APPROVAL INFORMATION COVERING AND TRIM COLOR TABLE
Job Number 22692 DESIGNED BY: dwb APPROVAL # SHEETING
End User ELS CONSTRUCTION DETAILED BY: RAC 26 GA. PBR ROOF PANEL Colvalume FL5346-1 ROOF PANEL:
Job Location: ATLANTIC BEACH, FL J2233 CHECKED BY: DMC 26 GA. PBR WALL PANEL Fern Green FL5335.1 GAUGE PANEL TYPE COLOR_
3070 WALK DOOR /SUB—JAMBS FL1 3889.3 26 GA. PBR P.r,,l Golvolurne
DESIGN PARAMETERS COMMENTS lOx1O RUD FL1 2765.3 WALL PANEL:
BUILDING DESCRIPTION: SKYLIGHT FL13793 GAUGE PANEL TYPE COLOR
26 Ponel Fern Green
NOMINAL WIDTH: 50 feet 9" ROOF VENT FIL 12805.1
NOMINAL LENGTH: 65 feet WALL TRIM COLOR:
EAVE HEIGHT, BACK S.W: 12 feet SOLAR WHITE
EAVE HEIGHT, FRONT S.W: 12 feet
ROOF SLOPE, LEFT: 1.0:12 CABLE TRIM COLOR:
SOLAR WHITE
ROOF SLOPE, RIGHT: 1.0:12
DESIGN LOADS
BUILDING CODE: FBC 10 SNOW
FRAME SELF'WEIGHT: INCLUD17D A% let; 0
FLAT ROOF SNOW LOAD Pf 0 PST z p I(r)I
ROOF DEAD LOAD: 2.000 psf GROUND SNOW LOAD Pg 0.00 PST C) ;-4
COLLATERAL LOAD: I psf 1.00 SPECIAL NOTE: E 2
SNOW LOAD IMP. FACTOR 15 8, a
ROOF LIVE LOAD: 20.00 psf THERMAL FACTOR Ct 1.00 BUILDING IS NOT STRUCTURALLY SOUND UNTIL ALL
WALL COVERING, ROOF SHEETS, AND PERMANENT
FRAME LIVE LOAD: 12 psf
SNOW EXP. FACTOR Ce 1.00 BRACING IS INSTALLED. BUILDER / CONTRACTOR IS
SNOW LOAD, ROOF- 0 psf RESPONSIBLE FOR SUPPORTS OR TEMPORARY BRACING 10
DURING ERECTION, HE SHALL FURNISH, AND INSTALL
WIND SPEED: (3 SEC-GUST) Vult 130 mph THESE TEMPORARY SUPPORTS WHERE NECESSARY.
TEMPORARY SUPPORTS ARE NOT PROVIDED BY THE
WIND EXPOSURE: B METAL BUILDING MANUFACTURER.
"C, O,-'P"
CLOSURE Closed
RISK CAJEGORY 11 Normol
TUBE
SEALANT
SEISMIC PARAMETERS: t
q
SEISMIC IMPORTANCE: 1.00
SEISMIC USE GROUP:
SEISMIC DESIGN CATEGORY: B
DESIGNED SPECTRAL-ACCELERATION PARAMETER "SDS" — (SHORT PERIODS): 0.1589 GUTTER
DESIGNED SPECTRAL-.'.'ACC ELE RATION PARAMETER "SD 1 — (1 SEC PERIODS): 0.1008 (TRIM VARIES)
'3
MAPPED SPECTRAL RESPONSE ACCELERATION: "SS" — (SHORT PERIODS):0.1490
MAPPED SPECTRAL RESPONSE ACCELERATION: "S1" — (1 SEC PERIOD):0.0630 THE PROJECT DESIGNER IS NOT THE M ETAL
[M�ANDARD TRIM LA BUILDING MANUFACTURER, THE METAL BUILDING
RESPONSE MODIFICATION FACTOR: 3-5 DESIGNER OR THE METAL BUILDING ENGINEER.
SITE CLASS (ASSUMED) D NOTE: ALL TRIM CONTAINED ON THIS PROJECT THE ENGINEER WHOSE SEAL APPEARS ON THE
METAL BUILDING PLANS IS A SPECIALTY
WILL HAVE OUR STANDARD 3' LAP AS SHOWN
BASIC SEISMIC—FORCE RESISTING SYSTEM MOMENT RESISTING FRAME ENGINEER AND NOT THE PROJECT DESIGNER
ABOVE, (TRIM STYLE VARIES) OR THE PROJECT ENGINEER OF RECORD. THE
DESIGN BASE SHEAR V=Cs W ENGINEER WHOSE SEAL APPEARS ON THE
METAL BUILDING PLANS DOES NOT HAVE
FAMILIARITY WITH THE PHYSICAL JOBSITE
LOCATION AND THEREFORE CANNOT BE
IDENTIFIED AS, SERVE AS OR QUALIFY AS
THE PROJECT DESIGNER.
MICHAEL R. MURPH P-E-
FLORIDA P.E.# 67 31
Xjjj jjj/PAR WAY
0
%b
No. 6713
ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PROCEDURE
0-- AP4. 17 2,01 1
DRAWING REVISIONS A
DRAWING RELEASE HISTORY TE OF
A,
REASON FOR RELEASE REVISION DATE BY DESCRIPTION "o 0
DATE SENF R%0
A
N A I.
13
C SEAL TYPE PERMITTED BY
FL STATUTE 61C15-23.001
GENERAL NOTES
1. MATERIALS ASTM DESIGNATION A PROJECT DESIGNER IS RESPONSIBLE FOR DETERMINING GEOMETRY PARAMETERS INCLUDE
STRUCTURAL STEEL PLATE A529 OR A572 OR A570 OR A607 GRADE 50 DEFINITION OF WIDTH, LENGTH, HEIGHT, SLOPE, BAYS, INGRESS AND EGRESS REQUIREMENTS
COLD FORMED LIGHT GAGE SHAPESA570 OR A607 GRADE 55 AS APPLICABLE AND NECESSARY FOR THE DESIRED OCCUPANCY USAGE CATEGORY.
BRACE RODS A572 GRADE 65, UNLESS NOTED
HOT ROLLED MILL SHAPES ASTM A992 GRADE 50 A PROJECT DESIGNER IS RESPONSIBLE FOR DETERMINING LOAD PARAMETERS INCLUDING
ROOF AND WALL SHEETS A6�3 OR A792 GRADE 50
BOLTS A3G7, A325T, AND A490 A307 UNLESS NOTED DEFINITION OF THE BUILDING CODE AND APPLICABLE EDITION (YEAR), DETERMINATION OF
BUILT—UP MEMBERS A570 GRADE 50 OR 55 IMPORTANCE FACTORS, DEFINITION OF ALL LOADS REQUIRED FOR THE DESIGN OF THE
2. STRUCTURAL PRIMER STRUCTURE INCLUDING DEAD LOADS, COLLATERAL LOADS, LIVE LOADS, WIND SPEED AND
EXPOSURE CATEGORY, HVAC UNIT LOADS, FLOOR AND OTHER APPLIED LOADS (IF APPLICA—
SHOP PRIMER PAINT IS A RUST INHIBITIVE PRIMER AND IT'S COLOR IS RED OXIDE. BLE). NEITHER THE METAL BUILDING MANUFACTURER OR THE METAL BUILDING ENCI
THIS PAINT IS NOT INTENDED FOR LONG TERM EXPOSURE TO THE ELEMENTS. RESPONSIBLE FOR LOAD OR EXPOSURE CATEGORY DETERMINATION. NEER ARE
3. A325T BOLT TIGHTENING REQUIREMENTS
ALL HIGH STRENGTH BOLTS ARE A3251—N UNLESS SPECIFICALLY NOTED OTHERWISE. A PROJECT DESIGNER IS RESPONSIBLE FOR DETERMINING MATERIAL PARAMETERS INCLUDE
DEFINITION OF ALL EXTERIOR COVERING MATERIALS AS WELL AS ALL INTERIOR SURFACES
STRUCTURAL BOLTS SHALL BE TIGHTENED BY THE TURN—OF—THE—NUT METHOD IN ACCORDANCE WITH THE 13th AND FINISHES.
EDITION AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325-F OR A490 BOLTS". PER SECTION 8.2,
A325T BOLTSMAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE TURN—OF—THE NUT METHOD.
ALL HIGH STRENGTH BOLTS, EXCEPT AS NOTED OTHERWISE, ARE SUBJECT TO DIRECT TENSION AND MAY REQUIRE
INSPECTION AS DEFINED BY THE APPLICABLE BUILDING CODE OR STANDARD. IT IS THE RESPONSIBILITY OF THE
ERECTOR TO ASSURE PROPER TIGHTNESS.
4. BUILDER/CONTRACTOR RESPONSIBILITIES
THE METAL BUILDING MANUF.'S STANDARD PRODUCT SPECIFICATIONS APPLY AND UNLESS STIPULATED OrHERWISE IN
THE CONTRACT DOCUMENTS, THE METAL BUILDING MANUF.'S DESIGN, FABRICAFION, QUALITY CRITERIA srANDARDS AND
TOLERANCES WILL GOVERN THE WORK.
IN CASE OF DISCREPANCIES BETWEEN METAL BUILDINGS MANUF. STRUCTURAL PLANS AND PLANS FOR OTHER TRADES.
THE METAL BUILDING MANUF.'S PLANS SHALL GOVERN.
IT IS THE RESPONSIBILITY OF THE BUILDER / CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND NECESSARY
PERMITS FROM CITY, COUNTY, STATE, OR FEDERAL AGENCIES, AS REQUIRED-
APPROVAL OF METAL BUILDING MANUF.'S DRAWINGS CONSTITUTES THE BUILDER / CONTRACTOR'S ACCEPTANCE OF THE
METAL BUILDING MANUF.'S INTERPRETATION OF THE CONTRACT PURCHASE ORDER.
ONCE THE BUILDER / CONTRACTOR OR A/E FIRM HAS SIGNED MANUF.'S APPROVAL PACKAGE, CHANCES FROM
THE PURCHASE ORDER BY,THE BUILDER WILL BE BILLED TO THE BUILDER / CONTRACTOR FOR MATERIAL,
ENGINEERING AND HANDLING FEES. SUCH CHANGES MAY CAUSE THE PROJECT TO BE MOVED FROM THE FABRICATION
AND / OR SHIPPING SCHEDULE. A PENALTY FEE MAY BE CHARGED IF THE PROJECT MUST BE MOVED FROM THE
FABRICATION AND / OR SHIPPING SCHEDULE, AS LONG AS THE MANUF.'S DESIGN AND DETAILING APPROACH COMPLIES
WITH THE PURCHASE ORDER.
THE BUILDER / CONTRACTOR OR A/E 17IRM ARE RESPONSIBLE FOR THE OVERALL PROJECT CONDITION. ALL INTERFACE
AND COMPATIBILITY CONCERNING ANY MATERIALS NOT FURNISHED BY THE MANUF. ARE TO BE CONSIDERED AND
COORDINATED BY THE BUILDER / CONTRACTOR OR A/E FIRM. UNLESS SPECIFIC DESIGN CRITERIA CONCERNING THIS
INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART OF THE PURCHASE ORDER. THE METAL BUILDING MANNUF.'S
ASSUMPTIONS WILL GOVERN.
THE BUILDER / CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECL PLANS AND SPECIFICATIONS
COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY. SUPPLYING SEALED
ENGINEERING DESIGN DATA AND DRAWINGS BY THE BUILDING MANUT. DOES NOT IMPLY OR CONSTITUTE AN THE PROJECT DESIGNER IS NOT THE METAL
AGREEMENT THAT THE BUILDING MANUF. OR ITS DESIGN ENGINEER IS ACFING AS THE ENGINEER OF RECORD OR DESIGN BUILDING MANUFACTURER, THE METAL BUILDING
PROFESSIONAL FOR THE CONSTRUCTION PROJECT. THESE DRAWINGS AND DESIGN DATA ARE SEALED AS TO THE DESIGNER OR THE METAL BUILDING ENGINEER.
STRUCTURAL SYSTEM FURNISHED BY THE METAL BUILDING MANUF. IN COMPLIANCE WITH ALL REQUiREMLNTS OF FHE THE ENGINEER WHOSE SEAL APPEARS ON THE
PURCHASE ORDER. METAL BUILDING PLANS IS A SPECIALTY
ENGINEER AND NOT THE PROJECT DESIGNER
THE BUILDER / CONTRACTOR IS RESPO'�SIBLE FOR SETTING OF ANCHOR BOLTS AND ERECTION OF SrEEL BUILDING OR THE PROJECT ENGINEER OF RECORD. THE
COMPONENTS IN ACCORDANCE WITH THE METAL BUILDING MANUF.'S "FOR CONSTRUCTION" DRAWINGS. TEMPORARY ENGINEER WHOSE SEAL APPEARS ON THE
SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION WILL BE FHE RESPONSIBILITY OF THE ERECTOR TO METAL BUILDING PLANS DOES NOT HAVE
DETERMINE, FURNISH, AND INSTALL. FAMILIARITY WITH THE PHYSICAL JOBSITE
LOCATION AND THEREFORE CANNOT BE
IDENTIFIED AS, SERVE AS OR QUALIFY AS
THE METAL BUILDING MANUF. DOES NOI WARRANT STRUCTURAL INTECRITY OF ANY COMPONENTS FIELD MODIFIED FHE PROJECT DESIGNER.
OR DESIGNED AND FABRICATED BY OTHERS. NEITHER DO WE ACCEPT DESIGN RESPONSIBILTY FOR THE EFFECTS
NON STANDARD COMPONENTS DESIGNED BY OTHERS MAY HAVE ON THE SYSTEM IN GENERAL.
MICHAEL R. MUR4Y P.E.
FLORIDA P.E.# 47131
AS TAKEN FROM THE THIRTEENTH EDITION OF THE AISC MANUAL PACE 16.3-53 PARAGRAPH 7.14 — READS AS FOLLOWS 500 CAN PAqKWAY
"THE CORRECTION OF MINOR MISFITS BY MODERATE AMOUNTS OF REAMING, GRINDINGS, WELDING OR CUTTING, 020
AND THE DRAWING OF ELEMENTS INTO LINE WITH DRIFT PINS, SHALL BECONSIDERED TO BE NORMAL ERECTION OPERATIONS."
RECOGNIZING THE FLORIDA BUILDING CODE REQUIRES EXPOSURE C AS or
THE DEFAULT WIND EXPOSURE. IF IS
RESPONSIBILITY OF THE PROJECT DESIGNER TO DETERMINE, VERIFY AND PROVE EXPO URE
S "B" IS APPLICABLE
BASED ON THE BUILDING LOCATION AND THAT EXPOSURE B IS ACCEPTABLE FO LOCAL BUILDING/CODE OFFICIALS
OR AUTHORITIES HAVING JURISDICTION. Ir IS THE ABSOLUTE RESPONSIBILITY OF THE BUYER TO RETAIN SERVICES N o 67131
OF AN INDIVIDUAL OR FIRM PROPERLY QUALIFIED TO PERFORM THE DUTIES REQUIRED OF A PROJECT DESIGNER "mi
APR 1*7 2,0114
TO INCLUDE:
STATE OF
A PROJECT DESIGNER IS RESPONSIBLE FOR DETERMINING THE SITING OF (DETERMINATION OF 4P*'-- (ORVID
WIND EXPOSURE) AND SPECIFYING THE GEOMETRY, LOADS AND MATERIALS FOR A BUILDING
PROJECT,
JVA
SEAL PE PERmilitu by
FL STATUTE 6IC15-23.001
Die= 5/8" ANCHOR BOLT NOTES: ANCHOR DOLT SUMMARY
MANUFACTURER RECOMMENDS USE OF STRAIGHT RDD ANCHOR BOLTS
WITH NUT AND WASHER ON BOTH ENDS AS LIPPOSED TO J-BOLTS OR Total
Diu L- Pro'
ANCHOR BOLTS WITH HOOKS BECAUSE OF BETTER PERFORMANCE Qty Locale (in) (in) (in)
RESULTS IN CONCRETE FOUNDATIONS. EITHER TYPE BOLT IS —
ACCEPT A BLE AS DETERMINED BY THE FOUNDATION ENGINEER. ANY 0 8 J-1a 5/8" 9.00 3.00
VALUES GIVEN FOR ANCHOR BOLT TDTAL LENGTHS AND/OR B END 0 32 Endwq,1 5/8" 15.0 3.00
LENGTHS ARE SUGGESTED LENGTHS ONLY. IT IS THE RESPONSIBILITY 0 16 Frame 3/4" 24.0 3.00
OF THE FOUNDATION EN GINEER TO DETERMINE THESE VALUES SINCE
THEY ARE A FUNCTION OF CONCRETE STRENGTH AND OTHER FACTORS.
4
HEX NUT
2"—EW W/FLAT WASHER SEE BUILDING PLANS
CONCRETE LINE\, FOR PROJECTION
flF
1 1 3/4"
DETAIL A
Dicl� 5/8" HEX NUT
WAS I
65'-O"STEEL LINE TO STEEL FINE W/FLAT 'SHER
2 3
25'-0" 15'-0" 25'-0" - 9" DOOR JAMBS 5/8" DIA.
- 15" FOR ALL OTHER 5/8" DIA. & DOOR JAMBS
ACTING AS E-W. COLUMNS
24" ALL OTHERS
4"
[AN�OLTS SHALL BE ASTM F1554 GRADE (MIN.)
2" 4" OR GRADE 55
2" 2" 4� ANCHOR BOLTS
L __j EW A fl?" rt X-Brocin g rq 2� - /_._1 -
1 3/4 1 3/4" (D :�00 UA
Z--b-d A A�ODOO
See Plan C C
DETAIL B
Din= 3/4"
FIELD LOCATE:
an
00 00 (2) 3070 WALK MIR W/ SUB—JAMBS
3" B lod
3"
8"
2" 2" 0 2 0 oo
Sw -
w 0
See Plan
9
DETAIL C 0
Dia= 5/8"
THE PROJECT DESIGNER IS NOT THE METAL
BUILDING MANUFACTURER, THE METAL BUILDING
00 00 DESIGNER OR THE METAL BUILDING ENGINEER.
THE ENGINEER WHOSE SEAL APPEARS ON -THE
METAL BUILDING PLANS IS A SPECIALTY
F ENGINEER AND NOT THE PROJECT DESIGNER
OR THE PROJECT ENGINEER OF RECORD. THE
.6 ENGINEER WHOSE SEAL APPEARS ON THE
00 4"
METAL BUILDING PLANS DOES NOT HAVE
FAMILIARITY WITH THE PHYSICAL JOBSITE
L C LOCATION AND THEREFORE CANNOT BE
00 A IDENTIFIED AS, SERVE AS OR QUALIFY AS
Sw 2 THE PROJEcr DESIGNER-
EW/ DIP ro 0
1 3/4" 0 IF — C gFD (_n
X-Br.cinq
See Plan ca 3/4- 1 3/4' 2' 2" 2 2" 1 3/4 1 3/4' 2 on MICHAEL R. MURPHY P.E.
DETAIL D 10'-0" 5'-0*' 5'-0" 10'-0" 10'-0" FLORIDA P.E.# 67131
500 VYLCGAAN 3PIA6R2KIPAY
ADI_L,
FRAME LINE 25'-0" 25'-0" N �k 1jillf/j/A,
,Ej
DIMENSIONS-
0
kill 1E
00,
ANCHOR BOLT PLAN
NOTE: All Base Plates @ 100'-0" (U.N.)
�(STEEL LINE) CONCRETE EDGE AND ANCHOR BOLT PROJECTI—ON No. 67
SEE PLAN AT SLAB WITHOUT NOTCH V.
a I INSIDE CLOSURE (LPTIONAL) NOTE: 1 3/4"
OUT TO OUT CONCRETE WALL PANEL-V BASE ANGLE SLAB BEYOND FINISHED FLOOR
0 SEE PLAN
2'x 4' x 16 GA.
W/WAS iER 7 2914
I[] OUT STEEL #12 x 1-1/4' SDS 0 A%
(6 PER R%EL) ATE OP i
<
> A'
PROJECTION 112' .......
x
FIN�SHI
4
#
N, NAL
SEAL/Alkh MWINED BY
17 FINISHED 1-3/4' F.O.WIDTH 1-3/4' FL STATUTE 61G15-23.001
SECTION 'A-A
BASE TRIM--/ '4 FLOOR DRAWING STATUS
1/4' A-A' REVISIONS HERCULES STEEL BLDG. ELS CONSTRUCTION
I o' I EXI FOR CONSTRUCTION
NAIL-IN ANCHOR 01 DATE DTLR DATE CHKR APPD —P-R—E]JECT 50 ANCHOR BOLT PLAN & DETAILS
36' O.C.(BY OTHERS) 6 E 3 FOR PERMIT ONLY
REV. DESCRip rioN: x 65 x12
__DESIGN:dWb I DRAFT: PAC__j CHECK: DMC
EDGE OF CONCRETE I I FOR APPROVAL ID 22692
L E I OTHER, EXPLAIN PROJECT TATE1 4/ 3/14 1 SHEET 1 OF 8
CONCRETE EDGE AND ANCHOR BOLT PROJECTION BASE ANGLE WITH BASE TRIM TYP. OVERHEAD DOOR RECESS DETAIL — ------------------ ADDRESS ATLANTIC BEACH, FL 322,-
FRAME LINES: 2 3
RIGID FRAME: BASIC COLUMN REACTIONS (k ENDWALL COLUMN: BASIC COLUMN REACTIONS (k
Frame Column -----Dead-----CollaterGl- ----Live------Wind-Lef,I- -Wind Rightl- --Wind-Left2- Wind Wind Wind Wind Wind Wind Wind Wind Seis
Rightl Left2 Right2 Press Suet Lungi Lon92 Left
Line Line Horiz Vert Horiz Vert Noriz Vert Horiz Ver Horiz - Vert Horiz Vert Line Line Vert Vert Vert Vert Vert Ve rt Vert Harz Harz Vert Vert Vert
CD) I Frm Cal Dead Collat Live Leftl
COLUMN UNE 2 A 09 1.4 0.4 0.5 4.2 6.0 -7.9 -10.6 -4.0 -7.6 -5.8 -6.0 1 A 0.2 0.1 1.4 -2-1 -1.1 -2.1 -1.1 0.0 0.0 1.6 -1.0 0.0
2 D -0.9 14 -0.4 0.5 -4.2 6.0 4-0 -7.6 7.9 -10.6 1.9 -3-0 1 B 0.6 0-2 4.9 -6.7 -4.4 -6.7 -4.4 -2.3 2.5 �5.3 -3.6 0.0
Frarne Column -Wind-Right2- --Wind Longl- --Wind-Long2- -Seismic-Left Seismic Right I C 0-6 0.2 4.9 -4.2 -6.8 -4-2 -6.8 -2.3 2.5 3.7 -5.3 0.0
Line Line Horiz Vert Horiz Vert figriz Vert Horiz Vert Horiz Vert I D 0.2 0.1 1.4 -1-3 -2.1 -1.3 -2.0 0.0 0.0 1.0 -1.7 0-0
2- A -1.9 -3.0 -4.3 -101 --4-6 -8.2 -0.1 -0.1 0.1 01 4 D 0.2 0.1 1.4 -2.1 -1.1 -2.1 -1.1 0.0 0.0 =1-6 -1.0 0.0
2- D 5.8 -6.0 4.6 -8.2 43 -10.1 -0.1 0.1 0.1 __O_I 4 C 0.6 0.2 4.9 -6.7 -4.4 -6.7 -4.4 -2�3 2.5 �5.3 -3.6 0.0
4 B 0.6 0.2 4.9 -4.2 _6�8 -4.2 -6,8 -2.3 2.5 -3.7 -5.3 0.0
2- Frame lines: 2 3 4 A 0.2 0.1 1.4 -1.3 -2-1 -1.3 -2.0 0.0 0.0 -1.0 -1.7 0.0
Scis
GENERAL NOTES Frm Cot Right
Line Line Vert
A 0.0
H APPLICATION OF ENGINEERS SEAL IS FOR METAL BUILDING ONLY AND DOES NOT B 00
LI LESENT THE PROFESSIONAL OF RECORD. C 0.0
I D 0.0
IV IV (2. FOUNDATION DESIGN AND CONSTRUCTION ARE NOT THE RESPONSIBILITY OF THE 4 D 0.0
MPAL BUILDING MANUFACTURER. 4 C 0.0
4 B 0.0
R3.) ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE OF +/- 1/8" IN BOTH 4 A 0.0
EVATION AND LOCATION.
�L) THE BUILDING REACTION DATA REPORTS THE LOADS WHICH THIS BUILDING PLACES ENDWALL COLUMN: MAXIMUM REACTIONS
RIGID FRAME: MAXIMUM REACTIONS THE FOUNDATION. THE FOUNDATION IS TO BE DESIGNED BY A QUALIFIED ENGINEER
TO SUPPORT THE BUILDING REACTIONS IN ADDITION TO OTHER LOADS IMPOSED BY THE -Column Reactions (k
-Column Reactions (k BUILDING USE OR OCCUPANCY WITH RESPECT TO JOB SITE CONDITIONS.
Frm Cal Load Hmox V Lord Hmin V Frm Cal Load Hmax V Load Hmin V
Line Line ID IT Vmax ID IT Vmin
Line Line ID H Vmarx ID IT Vmin (5-) ALL ANCHOR BOLTS TO BE ASTM F1554 GRADE 36 MIN. OR GRADE 55 (UNLESS NOTED)
2- A 1 54 7.9 2 -4.2 -5.5 6-) VALUES GIVEN FOR BENDS AND ANCHOR BOLT TOTAL LENGTHS ARE SUGESTED LENGTHS A 6 0.0 -2.4 6 0.0 -2.4
4 -2�O -6.7 UY. IT IS THE RESPONSIBILITY OF THE FOUNDATION ENGINEER TO DETERMINE THESE 7 00 1.9
2- D 3 4.2 -5.5 1 -5.4 7.9 VALUES SINCE THEY ARE A FUNCTION OF CONCRETE STRENGTH AS WELL AS OTHER FACTORS. B 8 1.5 -3.6 9 -1-4 -2.9
1 -5.4 7.9 5 2.0 -6.7 1 0.0 5.8 8 1.5 -3.6
C 8 1.5 -3.7 10 -1.4 -2.8
2- Frame lines: 2 3 1 0.0 58 8 1.5 -3.7
1 D 11 0.0 -1.1 1 1 0-0 -1.1
1 0.0 1.7
BUILDING BRACING REACTIONS 4 D 6 0.0 -2.4 6 0.0 -2.4
± Reactions (k ) Panel Shea, 7 0.0 1.9
-Wall - Cal -Wind--Seismic - (lb7ft) 4 C 8 1.5 -3.6 9 -1.4 -2-9
Loc Line Line Harz Vert Herz Vert Wind Seis 1 0.0 5.8 8 1.5 -16
4 B 8 15 -3-7 10 -1.4 -2.8
L-EW 1 A,B 2.6 2�2 0.1 0.1 1 0.0 5.8 8 1.5 -3.7
F-SW D 2,3 3.4 2.4 0-3 0.2 4 A 11 0.0 -1.1 1 1 0.0 -1.1
R-EW 4 D,C 2.6 2-2 01 0.1 1 0.0 1.7
B-SW A 3.2 3.4 2.4 0.3 0.2
WIND LOADING PRESSURES CHART
(AREA <= 10 SO.FT. FOR PANELS)
MULTIPLY x.6 FOR POSITIVE POSITIVE NEGATIVE NEGATIVE
DESIGN VALUE (VU LT) (VAS D) (VU LT) (VASD)
ZONE 1 (ROOF INTERIOR) 13 8 -31 -19
ZONE 2 (ROOF EDGE) 13 8 -52 -32
THE PROJECT DESIGNER IS NOT THE METAL
BUILDING MANUFACTURER, THE METAL BUILDING
ZONE 3 (ROOF CORNER) 13 8 -77 -47 DESIGNER OR THE METAL BUILDING ENGINEER.
THE ENGINEER WHOSE SEAL APPEARS ON THE
ZONE 4 (WALL INTERIOR) 28 17 -31 -22 METAL BUILDING PLANS IS A SPECIALTY
- ENGINEER AND NOT THE PROJECT DESIGNER
OR THE PROJECT ENGINEER OF RECORD. THE
ZONE 5 (WALL EDGE) 28 17 -38 -23 ENGINEER WHOSE SEAL APPEARS ON THE
METAL BUILDING PLANS DOES NOT HAVE
FAMILIARITY WITH THE PHYSICAL JOBSITE
3X7 29 18 -29 -18 LOCATION AND THEREFORE CANNOT BE
IDENTIFIED AS, SERVE AS OR QUALIFY AS
IOX10 27 17 -27 -17 THE PROJECT DESIGNER.
MICHAEL R. MURPHY P.E.
DESIGN LOAD DEFINITIONS FLORIDA P.E.# 67131
500 VULCAN PARKW*
RIGID FRAME LOAD CASE TE USE MAXIMUM STATED WALL PRESSURES FOR ADEL, C,� 3�1620
Wind Ll/Wind R1
Laterat wind Load Prom the teft/right with a negat ive internat pressure cofficient. N 0 xj�llij if/
Wind L2/Wincl-R2 Laterat wind lead from the (eft/right with a. posiijve internal pressure cofFicient. WINDOWS, LOUVERS, OR ANY OTHER SUCH TYPE
Wincl-Lni Longitudinat wind Load with a negative jr)-ternat pressure coefficient.
Wind Ln2
- - Longitudinal, wine[ Load with a positive internal pressure COefficlent. ACCESSORY OPENING IN THE METAL BUILDING
!�e�tsmic L/Seismic_R = Laterat Seismic Toad from teft/right. Z_ 1,
LWINDR L#E/ LWIND4 R#E = Longitudinal wind Leads for edge zones. WALL WHETHER OR NOT THE ACCESSORY IS
No. 6713
F#UNB SL L/ F#UNB 1)
_S1__R = Unbalanced roof snow Load with wind from the left/right. SUPPLIED BY THE METAL BUILDING MANUFACTURER,
FffPAFLL # = Pattern live Toad For continuous beam systems. -AU
0* A
'Note; Bracing reactions are not already included in Combination with any other toad lout must be added
to basic reactions as desired Toy the foundation designer.'
P
C01AQL = CottaterQ( Load EndwcI( Load Case Definit;
RaFter Wind-L/ RcFter Wind R � Lctterat wind Load from the leFt/right. ;IN16 V.
Brace Wind_L/ Brace Wind-R � Lateral wind toad from the left/right with the bracing toads added, At. N\\
Wind I..,! fill
_P/Wind-S = Wind Pressure/Suction due to tongitudino,( wind. SEAL IY E 1P`LRMITTED BY
Wind-Ln# = Longitudinal wind toad on the roof. REVISIONS DRAWING STATUS FIE STAI*UFE 61C15-23.001
Seismic_1_/Seismic_R = Lateral. Seismic toad from left/right. REV. DESCRIPTION: [X�] FOR CONSTRUCTION HERCULES STEEL BLDG, ELS CONSTRUCTION
E#UNB_SL_L/ E#UNB-SL-R = Unbalanced rooF snow load with wind from the teFt/rIght. DATE 111111 DATE CHKR APPD E FOR PERMIT ONLY PROJECT �50 x 65 x12 ANCHOR BOLT DETAILS & REACTI NS
E#PA FLL IT = Pat tern Live load For continuous loeam systems, [ I FOR APPROVAL ID 22692 DESIGN.�dw ��CHE�CK. DMC�
LWINDff_L/LWIND#_R = Longitudinal, wind Loads for edge zones. I I OTHER, EXPLAIN PROJECT ATLANTIC BEACH, FL 3223-PATE: 4/ 3/14 ISHEET 2
--------- ADDRESS
SPLICE 3OLr TABLE
- MEMBER TABLE
t e urge
11 ly Mark Start End _fh ick—
Mark i.p Elot Int Type Dia Length 1/2'xl 1/4' Web � th a e u 5
FLANGE BRACE REFERENCE KEY: PURLIN/GIRT BOLT S t' x Thk x Len th W x Thk x Leng
SP-1 R-F1--1 7.5 .5 - '--x-37-16 h
4 4 0 A325T 0.625 2.25 '9 15-1_�O_Wl' -5 136- n x J/lb x 114.
Y U,N.) 19.5 19.5 0.165 24.2 5 x 3/16" x 27.8 1 0
F13 xA(1): xx=INCHES, (1)=ONE SIDE ONLY 0 RFI-2 20.0 0.0 0.120 57.6 5 x 3/16" x 2400 5 x 3/16* x 58.4
'��7FLANGE DRACES: 10 0 0.0 ol?n gi,,- - -
f78xxA(I): xx-INCHES, (1)=ONE SIDE ONLY fLOCATION(I)=ONE SIDE,(2)=(BOTH SIDES)_-_,�, a
A '1iILL2214G
FLANGE BRACE SIZE
FLANGE BRACE LENGTH
/2'xl 1/4'
A307 BOLTS
A SECOND FLANG FLANGE BRACE
BRACE IS REQUIRED SEE FRAME CROSS
IF '(2)' IS NETTED IN THE �MAIN FRAME
FLANGE BRACE REFERENCE. RAFTER
SEE FRAME CROSS SECTION
FOR LOCATIONS. - F6�B[I L FS 7 7TU�TA L
ADDITIONAL HEIL-ES ARE PRESENT
FUR ALIGNMENT PURPOSES ONLY
5 5'_1., 4
4
SKYLIGHT RC-R26 SKYLIGHT
0,
24 4 2114'_8
4' 9 1'-0' V 0'
26 Go. pBR, Galvalume @ 4'-10" r7 __-1 4
FE3B* FE338 (1)
I F838A 1 FB38 1)
12
12
F F1397
IA(l)
'�7
(339.5A(l)
u
RFI-2
w RFi-2
THE PROJECT DESIGNER IS NOT THE METAL
BUILDING MANUFACTURER, THE METAL BUILDING
DESIGNER OR THE METAL BUILDING ENGINEER.
THE ENGINEER WHOSE SEAL APPEARS ON THE
METAL BUILDING PLANS IS A SPECIALTY
ENGINEER AND NOT THE PROJECT DESIGNER
z
E7 < OR THE PROJECT ENGINEER OF RECORD. THE
z
of ENGINEER WHOSE SEAL APPEARS ON THE
Of METAL BUILDING PLANS DOES NOT HAVE
FAMILIARITY WITH THE PHYSICAL JOBSITE
LOCATION AND THEREFORE CANNOT BE
IDENTIFIED AS, SERVE AS OR QUALIFY AS
THE PROJECT DESIGNER.
MICHAEL R. MURPHY P.E.
FLORIDA P.E.# 67131
500 VULCAN PARKWAY
ADEL,,IA I 11�
11 -7 7/8" 45'-4 1/4" l'-7 7/8"1, lilt;,
CLEARANCE
5o'-o" our-TO-OUT 0
%
MAIN FRAME ELEVATION: FRAME LINE 2 3
No. 6 1
01 APR-
Oft STATE OF
40RIDt�
104AL
GENERAI_ NOTES: SEAL TYPE PERMITTED BY
NQIICE TO ERECTOR FL STATUTE 61G]5-23.001
----------------------
(A)lt 's MPORFANT that for rnernbers REVISIONS DRAWING sr;�Tus
exceedinti 30 ft. in length that a I I FOR CONSTRUCTION HERCULES STEEL BLDG, ELS CONSTRUCTION
spreader bar be used when lifting. REV. DE SCRIP r[ON: DATE DTLR DATE CHKR APPD EXI FOR PERMIT ONLY PROJECT 50 x 65 xi2 MAIN FRAME ELEVATION
(B)ALL flon(jo braces and wind bracing E I FOR APPROVAL ID — 22692 DESIGN:dwb I DRAFT: RAC I CHECK: DMC
m st be installed prior to exterior I I EITHER, EXPLAIN
finy" PROJECT
ATLANTIC BEACH, FL 322
------------------ ADDRESS RATE: 4/ 3/14 ISHEET 3
TRIM TABLE
ROOF PLAN
1/2'xl 1/4' OID MARK LENGTH
PURLIN/GIRT-� A307 BEILTS I I HC-R26 1 3'--0 — 1 TM19
(TYP. U.N.)
MEMBER TABLE
F FLO-LOC GRIP ROOF PLAN
LO-LOC --M—ARK PART — LENGTH
P-1 8X25ZI-3— 26 -1 1 2
P-2 8X25Z14 17'-3 1 2"
1/2'xi 1/4' CABLE E-1 8E275D16 24'-1 1 1/2"
A307 BOLT� EYEBDLF E-2 8E275DI6 14'-1 1 1/2"
E-3 8E275D16 24:-11 1/2"
FLANGE BRACE IL S
FLANGE BRACE HILLSIDE CB-4
SEE FRAME CROSS, C _5 0.250CBL 20 -9"
(REQ'D. IF PIECEMARK SECTION FOR LOCATIONS FLAT B 0.250CBL 24'-10"
REF. '2' ONLY) FOR BEITH RIGID FRAME WASIE NIT
SIDES SEE FRAME CRESS RAFTER - --
SECTION FOR LOCATIONS 6 BOLTS TOTALI
ADDITIONAL HOLES ARE PRE�ENT BRACE CABLE ASSEMBLY
FOR ALIGNMENT PURPOSES ONLY
CABLE HARDWARE FACTORY ATTACHED
SYMMETRICAL AT BOTH ENDS
65'-0"OUT-TO-OUT OF STEEL
25'-0" 2 15'-0" 2 25'-0"
A E-3 RFI-I E-2 RFI-1 E-3
Ld
Lu
P-2(Typ)
P-I(Typ) P-I(Typ) -D FIELD LOCATE:
< (2) 9'xlO'—O' RIDGE VENTS
>\
co
CD &/V
cr cl�
D I I '"-t-cD JLIGHf
Ln co BF1-2 RF-1-2 ER-2 PANEL
ER-1 0 18-
0 i I i i 12)
0
af NOTE:
L —1 L —1 SKYLIGHTS NOT TO BE LOCATED WITHIN
—0' OF EAVE OR RAKE.
�n 5/
THE PROJECT DESIGNER IS NOT THE METAL
BUILDING MANUFACTURER, THE METAL BUILDING
DESIGNER OR THE METAL BUILDING ENGINEER.
THE ENGINEER WHOSE SEAL APPEARS ON THE
METAL BUILDING PLANS IS A SPECIALTY
P-I(Typ) ENGINEER AND NOT THE PROJECT DESIGNER
2(T P-170) (16) OR THE PROJECT ENGINEER OF RECORD. THE
ENGINEER WHOSE SEAL APPEARS ON THE
METAL BUILDING PLANS DOES NOT HAVE
%csl�"-' -4- FAMILIARITY WITH THE PHYSICAL
- - '/-1
F -1 LOCATION AND THEREFORE CANNOT BE
IDENTIFIED AS, SERVE AS OR QUALIFY AS
ILICHI THE PROJECT DESIGNER.
u ER-2 /RF 1-2 RF1-2 ER-1- 1 PANEL
< 0
CD 12)18 1620
oo MICHAEL R. MURPHY P-E.
-IS
cn "T cN FLORIDA P.E-# 67131
500 VULCAN PARKWAY
0 ADEL, CIA A
ol
No. f 71 !w—
L : —
E-1 RF1-1 E-2 RFI-1 E-1
ROBLIN ROOF ol APR 17 2 4
3/4" SHEETING STATE OF
LAP /�'-1 3/4"
PANELS: 26 Ga. PBR A,
Calvalume ZOR%D""
ROOF FRAMING PLAN
//; 0
/1111YA
Iffil,100
SEAL lYP`E PERMITTED BY
FL STATUTE 61G15-23.001
REVISIONS DRAWING STATUS HERCULES STEEL BLDG. ELS CLINSTRUCTION
I I FOR CONSTRUCTION
REV. DESCRIPTION DATE I DTLR I DATE I C-HKR APPD 1XI FOR PERMIT ONLY PROJECT 50 x 65 x12 ROOF FRAMING
E I FOR APPROVAL ID 22692 DESIGN:clwb I -DRA`FT7R`A`C---rCHECKi DMC
L I OTHER, EXPLAIN PROJECT ATLANTIC BEACH, Fl- 3224,PATE: 4/ 3/14 1 SHEET 4
------------ ADDRESS
TRIM TABLE
12'xl 1/4' FRAME LINE D
M—
PURLIN/GIRT A307 BOLTS OID ARK LENGTH DETAIL
//—TTYP. U.N.) I —D-T R—-10--3 T M 2 1
2 DTR 20'-3" TM21
FLII-LOC GRIP 3 DTR 5'-3 TM21
4 CTR 12'-3" TM29
5 RVEG 20'-3" TM50
6 RVEG 5'-3 TM50
1/2'x CABLE 7 RVCB 6"
A30'7 BOLTS 7EYEBULT
1 1/4
7 BOLT� TM52
8 RVG E 6"
FLANGE BRACE FLANGE BRACE 9 0" TM31/TM3--'
<REO'D. lF PIECEMARK SEE FRAME CROSS HILLSIDE 101 JCT 10'-
SECTION FOR LOCATIONS FLAT$ JTR TM31
REF. '2' ONLY) FOR BOTH RIGID FRAME WASHER NUT- HT '10'-6 TM33
SIDES SEE FRAME CROSS RAFTER
SECTION FOR LOCATIONS [6--D0—LT-S-T-11-TAL-j MEMBER TABLE
ADDITIONAL HOLES ARE PRESENT BRACE CABLE ASSEMBLY
FOR ALIGNMENT PURPOSES ONLY — FRAME INE D
CABLE HARDWARE FACTORY ATTACHED MARK PART LENGTH
SYMMETRICAL AT BOTH ENDS DJ-I 8x35Cl 6 1
1 DH-1 8x35Cl 6 10'-0"
65'-0"OUT-TO-OUT OF STEEL E-1 8E275D16 24'-Il 1/2"
E-2 8E275DI6 14'-Il 1/2"
2 -4 8X25ZI6 9'-8"
25'-0" 15'-0" 25'-0" G-5 8X25Zl 6 24'-4 1/2"
CB-3 0.250CBL 18'-11"
E-1 E-2 E-1
ml
00 DH-I DH-I
-4
0 C-4
0 :0
b
G-4 G-5
K G-4
co
ko- DA L
L
I I E
EC-4 RFI-I RFI-I EC-I
10'-0" 10'-0" 5'-0" j i� 5'-0 L 10'-0" 10'-0"
SIDEWALL FRAMING: FRAME LINE D
THE PROJECT DESIGNER IS NOT THE METAL
BUILDING MANUFACTURER, THE METAL BUILDING
DESIGNER OR THE METAL BUILDING ENGINEER.
THE ENGINEER WHOSE SEAL APPEARS ON THE
METAL BUILDING PLANS IS A SPECIALTY
(Gutter with 3 downspouts) ENGINEER AND NOT THE PROJECT DESIGNER
OR THE PROJECT ENGINEER OF RECORD, THE
ENGINEER WHOSE SEAL APPEARS ON THE
F-I I El METAL BUILDING PLANS DOES NOT HAVE
FAMILIARITY WITH THE PHYSICAL JOBSITE
IDENTIFIED AS, SERVE AS OR QUALIFY AS
LOCADON AND THEREFORE CANNOT BE
THE PROJECT DESIGNER.
<M>
MICHAEL R. MURPHY P.E.
FLORIDA P.E.# 67131
(D 0 (D C) 0 0 CD 0
1 1 1 1 1 0 0 0 0 CD 0 0 0 500 VULCAN PAR*AY
ADEL, GA 316
Af
N o. G-7 1
d... APR ��7 2 14
,10, STATE OF
SIDEWALL SHEETING TRIM: FRAME LINE D
PANELS: 26 Go. PEIR - Fern Green
NAL
/I %\\
SEAL TYW RNMITTED BY
GENERAL NOTES: REVISIONS DRAWING ST FIE STATUTE 61015-23.001
(1.) IF CABLE BRACING, WIND BENTS, WIND COLUMNS, OR WEAK AXIS DESI�N OF REV. SCRIPTION; FOR CONSTRUC ION HERCULES STEEL BLDG. ELS CONSTRUCTILIN
-D—TLR DATE CHKR APPD EX, T 50 SIDEWALL FRAMING
SIDE WALL COLUMNS WERE NOT PROVIDED IT HAS BEEN DETERMINED THAT DIAPHRAGM E 3 FOR PERMIT 0 Y PROJEC 65 x12
I FOR APPROVAL ID 22692 DESIGN:dlo I DRW�r.
PANEL ACTION IS SUFFICIENT TO RESIST LONGITUDINAL FORCES. TEMPORARY BRACING :�2 RAC �CHECK: DMC
SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. I I EITHER, EXPLAIN PROJECT ATLANTIC BEACH, FL 322 ATE: 4/ 3/14 ISHEET 5
'22
---------- ADDRESS
FRAME LINE A
1/2'xl 1/4 OID MARK LENGTH DETAIL
RLIN/GIRT FA307 BOLTS
(TYP. U.N.) 1 -DT-R——2 O'�-�� TM21
2 DTR 5'-3" TM21
FL.-LOC 3 CTR 12'-3" TM29
FLO-LOC GRIP
4 RVEG 20'-3" TM50
5 RVEG 5'-3 TM50
6 RVCB 6" TM52
1/2 xl 1/4' CABLE 7 RVGE 6"
A30') BOLTS EYE"OLT
'OLT
MEMBER TABLE
FLANGE BRACE �L
FLANGE BRACE HILLS.,
SEE FRAME CROSS LS.' FRAME LINE A
(REU'D. IF PIECEMARK SECTION FEIR LDCAfIUNS �FLAI MARK PART LENGTH
REF. '2' NLY) FOR BOTH RIGID FRAME WASHER NUT
SIDES SEE FRAME CROSS RAFTER — -- E-2 8E275DI6 IT--1 1/2"
SECTION FOR 1-11CATIONS F6-BBLTS-T-OTALI E-3 8E275DI6 24:-ll 1
ADDITIONAL HOLES ARE PRES,-NT BRACE CABLE ASSEMBLY G-6 8X25Z16 26 -1 1 X2
FOR ALIGNMENT PURPOSES ONLY CABLE HARDWARE FACTORY ATTACHED C-7 8X25Z16 17'-3 1/2"
SYMMETRICAL AT BOTH ENDS 65'-0"OUT-TO-OUT OF STEEL CB-3 0.250CBL 1 1
25'-0" 15'-0" 25'-0"
1@ E-2 E-3
E-3
cl�
co
G-6 G-7 G-6
G-7
G
G-6 G- G-6
co
BA
-- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
I I -
EC-4 RFI-1 RIFT-1 EC-I
GIRT V-1 3/1" V-1 3 -1
LAPS V-1 3/4- 11-1 3/4-
SIDEWALL FRAMING.- FRAME LINE A
THE PROJECT DESIGNER IS Nor THE METAL
BUILDING MANUFACTURER, THE METAL BUILDING
DESIGNER OR THE METAL BUILDING ENGINEER-
THE ENGINEER WHOSE SEAL APPEARS ON THE
METAL BUILDING PLANS IS A SPECIALTY
(Cutter with 3 downspouts) ENGINEER AND NOT THE PROJECT DESIGNER
OR THE PROJECT ENGINEER OF RECORD. THE
FT F- ENGINEER WHOSE SEAL APPEARS ON THE
METAL BUILDING PLANS DOES Nor HAVE
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — FAMILIARITY WITH THE PHYSICAL JOBSITE
LOCATION AND THEREFORE CANNOT BE
IDENTIFIED AS, SERVE AS OR QUALIFY AS
THE PROJECT DESIGNER.
MICHAEL R- MURPHY P.E.
- - FLORIDA 71 1
P-EL6
0 0 0 C 0 0 0 0 (D 0 0 0 0 0 0 0 Q 0 0 0 0 0 500 VULCA14 R K WAY
<�> - - - - - - - - - - - - - - - - - -I -I -I -I -I ADE�,,GAl 31620
C\j C\l �j C14 cl� c1l c\j c1l c\j CA c�
10
No, 67
I t
0� 7:-0". A�R
7:�-;i�-% TATE OF
, 0-,. P,
SIDEWALL SHEETING & TRIM: FRAME LINE A
PANELS: 26 Go- PBR - Fern Green
0
NAL
;11[111\
SEAL TYP PERMITTED BY
FIL STATUTE 61GI5-23.001
GENERAL NOTES: REVISIONS DRAWING STATUS HERCULES STEEL BLDG. ELS CEINSTRUCTION
I FOR CONSTRUCTION
(1-) IF CABLE BRACING, WIND BENTS, WIND COLUMNS, OR WEAK AXIS DESIGN OF REV. DESCRIPTION: IDATEFD-T-LR-T—DATE CHKR APPD 1XI FOR PERMIT ONLY PROJECT 50 x 65 x 12 SIDEWALL FRAMING
SIDE WALL COLUMNS WERE NOT PROVIDED IT HAS BEEN DETERMINED THAT DIAPHRAGM C I FOR APPROVAL ID 22692 DESR5�,�d-b DRAFT: PAC I CHECK: DMC
PANEL ACTION IS SUFFICIENT TO RESIST LONGITUDINAL FORCES. TEMPORARY BRACING I I OTHER, EXPLAIN P—ROJECT
SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. — ------------------ ATLANTIC BEACH, FL 322,-PATE: 4/ 3/14 &HEET 6
ADDRESS
S 11
FRAME LINE I QUAN TYPE DIA LENGTH
LOCATIO
ER--ITER
R-2 4 A325T 5/8- 2 1/41�
Colurnns/Raf 4 A325T 1/2" 1 1Z2
50'—O"OUT—TO—OUT OF STEEL TRIM TABLIT____
FRAME LINE I
8 OID MARK LENGTH DETAIL
20'-0" 15'-0" 1 _DT R 20'-3" TRIM-21
TRIM 21
12 3 CTR 12'-3" TM29
RA 4 RVRT 20'-3" TMI I
RA 5 RVRT 5'—5" TMI 1
2 DTR 10'-3"
12
-To ER 6 RVPB 1'-4" TM39
ER—I B4 2
MEMBER TABLE
FRAME LINE 1
MARK PART LENGTH
EC-1 8x35C 16 10'—5 5/8"
EC-2 8x35C1 6 1 ]:-7 15/16"
CIA I
EC-3 8x35C 16 1 —7 15YI 6"
EC-4 8x35C 16 10'—5 5 8
00 ER—I I Ox25c 12 25�—I 1/16"
01
ER-2 I Ox25c 12 25'—1 1/16"
C-1 8X25Z 16 14'-0
C-2 8X25Z1 6 19'-4 1/2"
G-3 8X25Z 15 19'-4, 1/2"
CB-1 0.250CBL 18'—7'
CB-2 0.250CBL 17'—10"
F G�2 G-1
cc)
BA
FC-1 EC-2 EC-3 EC-4
ENDWALL FRAMING: FRAME LINE 1
12
12
THE PROJECT DESIGNER IS NOT THE METAL
BUILDING MANUFACTURER, THE METAL BUILDING
DESIGNER OR THE METAL BUILDING ENGINEER-
THE ENGINEER WHOSE SEAL APPEARS ON THE
METAL BUILDING PLANS IS A SPECIALTY
ENGINEER AND NOT THE PROJECT DESIGNER
OR THE PROJECT ENGINEER OF RECORD. THE
ENGINEER WHOSE SEAL APPEARS ON THE
METAL BUILDING PLANS DOES NOT HAVE
FAMILIARITY WITH THE PHYSICAL JOBSITE
LOCATION AND THEREFORE CANNOT BE
IDENTIFIED AS, SERVE AS OR QUALIFY AS
F THE PROJECT DESIGNER.
m In
DO
CO 'IT
mic HAEL R_ MURP
-c-A FLORIDA P_E_� 6 31
C14
500 VULCAN PAR�WAY
A)EL. GA 316 0
ID
LNDW
'B"
FLO-LOC No
DOLT u
HILLSIDE WASH
FLAT WASHET� ZEMBI�Ll STATE OF
NUT COLUMN
CABLE BRACE DETAIL ENDWALL SHEETING TRIM: FRAME LINE I ............
NOTE� HILLSIDE WASHER,EYEBOLT,FLO-LOC,
PANELS: 26 Go- PER
FLAT WASHER, NUT ATTACHED TO CABLE BY FACTORY. Fern Green ply
111II1110
SEAL TYPUPERMITTED BY
FIL STATUTE 61G15-23.001
GENERAL NOTES: EVISIONS DRAWING STATUS HERCULES STEEL BLDG. ELS CONSTRUCTION
REV. DESCRIPTION: DATE DTLR DATE CHKR APPD L I FOR CONSTRUCTION RR-0JECT 50 x 65 x12
(I.) IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS EXI FOR PERMIT ONLY ENDWALL FRAMING
BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION IS SUFFICIENT TO RESIST I I FEIR APPROVAL ID 22692 DESIGN:clwb I DRAFT1 PAC
LONGITUDINAL FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL E I EITHER, EXPLAIN PROJECT ATLANTIC BEACH, FL 322'dATE: 1/ 3/14 SHEET 7
ALL WALL AND ROOF PANELS ARE INSTALLED. ----------------- ADDRESS —
BOLT TABLE
FRAME LINE
LOCATI I QUAN TYPE DIA LENGTH
F O�R�-2 8" 2 1/4"
17R--1 TE
IRCIf
Columns 4 A325T 1/2" 1 1/2"
50'-0"OUT-1-0-OUT OF STEEL IM IAULE
C FRAM
I KA
OID-- R—K LENGTH DETAIL
15'-0" 20'-0" 15'-0" 1 DT—R 20'-7 TRIM-21
-h�' 2 DTR 10'-3" TRIM
12 21
12 3 CTR 12'-3" TM29
RA FIO RA 4 RVRT 20'-3" TM1 I
ER-1 5 RVRT 5'-5 TMI 1
84 ER 2 6 RVP13 V-4" TM39
FRAME LINE 4
-M—ARK RA R—T L-E—N
GTH
8x-35CI 6 1-0�-—5 5/8
C'T EC-1
EC-2 8x35C 16 1 l'-7 15/16"
EC-3 8x35C 16 1 l'-7 15/16"
EC-4 8x35C 16 10'-5 5/8
ER-1 1 Ox25c 12 25'-1
11/16"
ER-2 lOx25cl2 25'-1 /16"
G-1 8X25Z16 14'-0'
C-1 C-3 G-2 8X25Z16 19'-4 1/2"
0 G-3 8X25ZI 5 19:-4" 1/2"
I
CB-1 0.250CBL 8 -7
CB-2 O.250CBL 17'-10"
F XG I G-2 G-1
co
0-
BA
EC-1 EC-2 EC-3 EC-4
ENDWALL FRAMING: FRAME LINE 4
12
12
THE PROJECT DESIGNER IS NOT THE METAL
BUILDING MANUFACTURER, THE METAL BUILDING
DESIGNER OR THE METAL BUILDING ENGINEER.
THE ENGINEER WHOSE SEAL APPEARS ON THE
METAL BUILDING PLANS IS A SPECIALTY
ENGINEER AND NOT THE PROJECT DESIGNER
OR THE PROJECT ENGINEER OF RECORD. THE
ENGINEER WHOSE SEAL APPEARS ON THE
METAL BUILDING PLANS DOES NOT HAVE
FAMILIARITY WITH THE PHYSICAL JOBSITE
LOCATION AND THEREFORE CANNOT BE
IDENfIFIED AS, SERVE AS OR QUALIFY AS
-00 THE PROJECT DESIGNER-
00 C-4 1 0 1 3 in
7 C() -c-4
MICHAEL R. MURPHY P.E.
-c-4 C\I FLORIDA P E# 7 1 3 1
500 VULCM*PA" WAY
AllL, G�,,A,,3,,1,6'0
kii
ol
1141L�ALL
CA,E EYEBOLT
DC,
FLII-Ll JRI <2,)A325T 5/�
DOLT
No. 671
HILLSIDE WASH
FLAT WASH
ENDWALL
NUT COLUMN AP4 t7 291
ATE OF
CABLE BRACE DETAIL A-, A.
NOTE�HILLSIDE WASHER,CYEBOLT,FLO-LGC, ENDWALL SHEETING TRIM: FRAME LINE 4 tOR101'
F LAT WASHER, &NUT ATTACHED TO CABLE BY FACTORY.
PANELS: 26 Cu. PBR - Fern Green Z . .......
f Ot A
SEAL TYPE PERMITTED BY
FL STATUTE 61G15-23.001
GENERAL NOTES: REVISHINS DRAWING STATUS HERCULES STEEL BLDG, ELS C[INST-RUCTIEIN
REV. DESCRIPTION1 DATEJ:RL�DATE CHKR APPD UCTI
NOT SHOWN ON ERECTION DRAWINGS IT HAS X1 FOR PERMIT ONLY PROJECT 50 x 65 x12 EN—DWALL FRAMING
(1.) IF CABLE BRACING FOR END WALL IS I I FOR CONSTR ON
BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION IS SUFFICIENT TO RESIST I I FOR APPROVAL D 22692 P—ESIGNi dwlo I DRAFT: RAC CHECK: DMC
LONGITUDINAL FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL I I FITHER, EXPLAIN
ALL WALL AND ROOF PANELS ARE INSTALLED- �ROJEC ATLANTIC BEACH, FIL 3221-PATE, 4/ 3/14 SHEET 8
------------------ ADDRESS