Plans 405 Mealy St (vault) Frame Merr45er Schedule A325 Bolt Connection & Plate Schedule Frame Clearances
Mem# Widt1h Thick Webthk Depthl Depth2 Approx. Lgt:h Part# Id Qty Bolt Bolt Plate Rows Rows Horizontal Clearance between members 1 and 4: 35'-1"
1 5" .1875 .1345 7" 1'-9" 14'-3" CX002 Dia Lgth Thick Out In Vertical Clearance at member 1: 14'-3"
2 5" .1875 .1345 1'-7" 9" 20'-7 1/4" RBX001 A 8 3/4" 2" 1/2" 2 2 Vertical Clearance at member 4: 14'-3"
3 5" 1875 .1345 9" 1'-7" 20'-7 1/4" RBX002 B 4 3/4" 2" 1/2" 1 1 Finished Floor Elevation = 100'-0" (Unless Otherwise Noted)
4 5" .1875 .1345 7" 1'-9" 14'-3" CX001 Denoted with hexagon
Denoted waith circle
F
Dimension) Key 6 20�_
[1] 8 1/4" p0p:12
[2) 4'-P'I, 1`! 318" 3 54-0., 2 @ 5,-OP, 3.000:2
[3] 3'-5; 1/4" 20 2 @ o 2
[4] 2'-93 3/4" CD N
[5] 9„ N
-�-
[7] 2@ '-4 1/16" o w ,— B o 0
4]
[8] 3 1/'%„ N In C14 N N
In N
W r
N
In
[10) 21'=0" o �- O
Denoted wtith rectangleh - O 3 n
I
(2)FB27.10 (2)FB211
o I o
I I i
o
FB2074 1 4 FB2074
4'(Q'-0„
FRAME CROSS SECTI(QN AT FRAME LINES) 2
U
VP Ref: Shape N'!P"® = Mayport Project
TN[9 OANI—, INCLUDING THE INFOPoNITION PERSON, T�T�F.� 2
1. A325 HIGf i STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE Building Code: 97SBC RFAD.INF THE PROPERTY OF W BUILDINGS. F!\t]L-lE CROSS SECTION AT FRAME LINE(,,
NOVEMBER -13, 1985, ALLOWABLE STRESS DESIGN "SPECIFICATION FOR Live Load: (Not Reducible) 25.00 psf IT IS PAW DED SOLELY FOR ERECTING THE WILDING
STRUCTU DESCNIIIED IN THE APPLICABLE PMR E ORDER AND
�t.'L JOINTS USING ASTM A325 OR A490 BOLTS" SECTION S.(d)(1) Coll. Ld: Gravity 0.00 psf, Uplift 0.00 psf`' 3N 1.NOF NE MODIFIED,REPRODUCED OR USED FOR
"TURN-OF 1NUT TIGHTENING". Wind Speed: 110.00 mph ANY OTHER PURPOSE NIT.=PRIOR NtITTEII yrz IT ,,,,�,�, pU1L�" Monmouth Equipment 12/13/199
2. USE 1/2" P P APPROVAL OF vP Ba Lomm. TE
IECTI A307 BOLTS FOR POTHER TO FRAME, GIRT TO FRAME, AND GIRT TO Wind Exposure Factor: C THE GENERAL CONTACTOR ANO/DR ERECTOR IS SOLELY w9mNA Mr Bart Snow
CLIP CON CTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. Ground Snow Load: 0.00 psf RESPONSIBLE FOR ACCDATE,GOOD WALITY MDR RNIP "" 9:56:52
3. INSTALLAVION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION Design Snow Load: 0.00 psi iN ERECTING THIS WILDING IN COHFONlAMCC WITH THIS '�`T30N Atlantic Beach, Florida ILD TIS COMPLE` DFAMING.DETAILS REFERENCm IN TN19 DAMING,?TE, IS THE RESPONSIBILITY OF THE ERECTOR. ALL APPLICABLE W ERECTION GUIDES, PAwmSnow Exposure Category 1 T MR Sart SnowM�PZ
o-Pww
AND I IGH, I'LHDINGSTANDARDS H PERt1N=u TO ROPER
Seismic Hazard Group: Group 1 ERECTION, INCWDING THE CORRECT USE OF ze,POPART PUFPa,OD
Building Use: Standard Occupancy Structures' euclNG. NTS 904 280 0403 vPc.RRnRN, 1
C:\40rogram 12/14/1999 6:22:23 VP Buildings, Inc. 3200 Players Club Circle Mem is TN 38125
PLO ram Files\Varco-Pruden\VPCommsnd\Building Files\WI9918828-010El.vpc
Frame Member S3chedule A325 Bolt Connection & Plate Schedule Frame Clearances
Mem# Width Thpick Webthk Depthl Depth2 Approx. Lgth Pant# Id Qty Bolt Bolt Plate Rows Rows Horizontal Clearance between members 1 and 4: 35'-1"
1 5" 1_(875 .1345 7" 1'-9" 15'-5 3/8 CXC04 Dia Lgth Thick Out In Vertical Clearance at member 1: 14'-3"
•2 5" $(875 .1345 1'-7" 9" 18'-5 3/16" RBX005 A 8 3/4" 2" 1/2" 2 2 Vertical Clearance at member 4: 14'-3"
3 5" .1-E875 .1345 9" 1'-7" 20'-7 1/4" RBX006 B 4 3/4" 2" 1/2" 1 1 Finished Floor Elevation = 100'-0" (Unless Otherwise Noted)
4 5" .1,%75 .1345 7" 1'-9" 14'-3" CX002 Denoted with hexagon
Denoted with c�i rcle
F
Q A
Dimension Key
[11 8 1/2" 6 6
[2) 4'-0" 000.12 20'
[3) 3'-5 1/4" ,.1 318. 3• 5T.0,I 2 @ g,- ' 3j8" 3.00
[4) 2'-9 3/4" //x'20 2 @ c p„ 0;12
[51 9"
cli O N
(61
[71 2 @ 4'-4 11,/16" 6 C3 N �'
[81 3 1/8" o ��" -� y - B ' ~� Goo @
N O O
(9) 3'-6 3/4" c. �' 04
[10) 21'-0" Ln
�i - _ w_ w N
Ci
Denoted with recCtangle '- ` w
3" h
t
f(2)FB2104
(2)FB211
0
j� � c
c i (`i I In
FB2074
4 FB2074
f
n
40'-0"—
FRAME CROSS SECTION AT IffLAME LINES) 4
ti
VP Ref: Shape Name - Ma rt Project
1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE
NOVEMBER 13, 1985,, Building Code: 97SBC TNIE NG, INCLUDING THE INFOWIA"ON HERE%,
ALLOWABLE STRESS DESIGN "SPECIFICATION FOR REWAtxs Y'NE PROPERTY OF VP BUILDINGS.
STRUCTURAL JOINTS i(TSING ASTM A325 OR A490 BOLTS" SECTION S.(d)(1) Live Load: (Not Reducible) 25.00 psf Ir IN wIDED NOLELY POR EREEYIWG—BUILDING FRAME CROSS SECTION AT FRAME LINE(S) 4
TURN-OF-NUT TIGH Coll. Ld: Gravity 0.00 psf, Uplift 0.00 psf IN-IMMLL PURCHASE ORDEF Axp
TONING". P swiLLI NE HDD'-I-,REPRODUCED OR USED f0R
2. USE 1/2" DIA. A307, BOLTS FOR PURLIN TO Wind Speed: 110.00 mph ANY orx R PURPOSE WITHOUT PRIOR WRITTEN
FRAME, GIRT TO FRAME, AND GIRT TO Appp� M VP SUILDINGS. Rn. uK pDa -. ,rsL°u Monmouth Equipment ax
CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. Wind Exposure Factor: C , ='12/13/199
3. INSTALLATION OF AD�UATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION Ground Snow Load: 0.00 psf THE 6u LPAJ,�"TRM•TM AxD/OR ERE"T.IS SOLELY �"' Mr Bart Snow
p66t0Nq LE tvR ACCUMTE,GOOD DUALITY NORNMANSHIF
S COMPLETE, IS T! RESPONSIBILITY OF THE ERECTOR. Design Snow Load: 0.00 psf IN ERE TNG THIS WILDING IN CONFO M WITH THIS 'a''"T'R"Atlantic Beach, Florida -9:56:52
ppµtp DETAILS REFENENCED IN THIS DAAHING, fn¢
Snow Exposure Category 1 ALL APP,, LE vP ERECTiO,I cul DTs, P BUILDINGS
Seismic Hazard Group: Group 1 AND I RY STµWRD3 PEATAINING TO PROPEA °"0"9T MR Bart Snow mu,w ecF
pERI INCTNpiNG TME CORRECT USE OF TEPHORARY ,,W,•p.FAUpPy
C:\Program FSiies\Varco-Pruden\VPCommand\Building Files\WI9916828-O10El.vpc Building Use: Standard Occupancy Structures BRACING:' NTS wcF"eD 904 280 0403 „�,,alCp1 FHpc
12/14/1999 6:2228 VP Buildings, Inc. 3200 Players Club Circle Memphis TN 3
125
Dimension Ikey
[1) 11-0-
Denoted wilth rectangle
I
1
Q 2 � 4 5
I
r
t
1
CGX002 CX001 CX002 CX002 CGX002
1 i I �22p0 1 I
i i I I i
i i I i i
I I I pp I I o
I /p341'22 I w
I I y I
CD o 32102 o 0 1
l_! W I �03RA21p1 I I
I I I I 1
p. I I
I I I 4 I 1
I I I I I
I I I p3�210R I i
' o I I �� 1
- ---- - ----------------
o
I I 1 I I
I I I I I
0302" I i
U I I
W
A H I o z01� o I o
C3
W
��_
F q
i i I 1032 i i
I I I 200 i I
I I I I I
I I I �22p0 I I
CGX001 CX002 CX003 CX004 CGX002
19'-0 20'-0" 20'-0"
8011-01,
'
PRIMARY AND R0�OF BRACING PLAN
VP Ref: Shape Na - Mayport Project
THIS DRAWING. INCLUDING INC 1 TION HUM,
1. A325 HIGH f5-TRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE Building Code: 97SBC RE INS THE PROPERrr OF YP WILDINGS.
NOVEMBER 13j,, 1985, ALLOWABLE STRESS DESIGN "SPECIFICATION FOR Live Load: (Not Reducible) 25.00 psf IT IS PROVIDED SOLELY FOR ER6CI1.0 THE WILDING PRIMARY AND ROOF BRACING PLAN
DESCRIBED IN THE
STRUCTURAL y70INTS USING ASTM A325 OR A990 BOLTS" SECTION 8.(d)(1) olAPPLIMLE PORCHASE ORDER AND
. P P Ld: Gravity 0.00 psf, Uplift 0.00 psf SHALL Nor eE MDrrIED. NEPROWCED ON user rDR
"TURN-OF-N)jyI TIGHTENING". Wind 5 eed: 110.00 mph ANY OTHER PURPOSE WITHOUT PRIOR HAITTEN 12/13/199
AeeaovAL or ve BUILDINGS. Aw. DATE Bx DtlCIGPT2eN °1LCF
ClMonmouth Equipment an
2. USE 1/2" DIyA. A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO Wind Exposure Factor: C ++^+v Mr Bart Snow
CLIP CONNE THE GUIERAL CDNTRAROR PND/OR ERECTOR IS SOLELY 9:56:52
�dN OF UNLESS NOTED OTHERWISE. SEE JOS DETAILS FOR BOLT LENGTHS. Ground Snow Load: 0.00 psf RESPONSIBLE M ACCURATE,GOOD QUALM HoamuNSHIr L�An""Atlantic Beach, Florida
3. INSTALLATIQ OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION Design Snow Load: 0.00 psf IN ERERING THIS WILDING IN MFO NCE WITH"I9 uB
IS COMPLET%, IS THE RESPONSIBILITY OF THE ERECTOR. u°M"i.gee Iu Lt�v Mu_OcoIDE1la D`�"I"G' ,m,� ��,PBUILD!Nr%,Sl
Snow Exposure Category : 1 '�'' MR Bart Snow
AND IN,
STANDARDS PERTAINING TO PROPER
Seismic Hazard Group: Group I EREM ON, INCLDDI.THE CORKER VSE Or TGIPORMY A"OAOCE
Building Use: Standard Occupancy Structures uucING. NTS 904 280 0403 —Pars 1 +�
e1LQ1ANL C:\Pr g 12/14/1999 6:22:33 VP Buildings, Inc. 3200 Players Club Circle Memph TNP 38125
L+o ram Files\Varco-Pruden\VPCommand\Building Files\WI9918828-OlOEi.vpc
Covering Scchedule Trim Schedule
Id Qty Start Panel Last Panel Increment Direction Cut Dim. Start Dim. Id Qty Parts Color Details
#1 27 R19056261KEW R19056261KEW Left to Right 0'-0" T1 0'-0" RRC,SPC Patrician Bronze RC38C4
#2 27 P03100263KEW P03100263KEW Left to Right 0'-01'
#3 27 R19056261KEW &19O56261KEW Right •_o Left 0'-01, -
T T
Insulatiolh Schedule (Install in same direction as Covering)
Id Qty Start Run Last Run Increment
BLK1 27 IB022073604OPS IB022073604OPS
BLK2 27 IB022073604OPS IB022073604OPS
-------------------------------------
(27)LBLK2
(27)LBLK2
Qt�27
#
-----------------------------------
o — --------------------------------Qty
=27
v�
Qty=27
(27)IPLK1
�— -- =----------
80
ROOF COVERI4NG PLAN
VP Ref: Shape Name'-` Mayport Project \
1. PRE-DRILLINrC 1/8N DIAMETER HOLES FOR ROOF STRUCTURAL FASTENERS THI9 NS THNG. INCLUDING THE BUILDINGS. HEREON,
MAY BE REQUI�D AT 11 GAGE PURLINS, NESTED PURLINS, PURLIN LAP Building Code: 975BC REHRIMP THE PROPERTY OF VP RECTING TH
Live Load: (Not Reducible) 25.00 psf IT IS REDPWIDEDNT SOLELY POA ERECTING THE BUILDING ROOF COVERING PLAN
LOCATIONS, SHALRIBEO IN THE PIED,HEM CID OR ORDER AND
AIFID/OR SECONDARY STRUCTURAL BEAMS Coll. Ld: Gravity 0.00 psf, Uplift 0.00 psf SHALL NOT E[MOOT FIFA,REPRODUCEp OR USED FOR
2. ROOF SHEETS PARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, ANY OTHER PURP05E NITHOHT PRIOR WRITTEN 12/13/199
Wind Speed: 110.00 mph APPROVAL OF NP BUILDINGS. �• OTE ovOUP*IG" Monmouth Equipment
REMOVAL OR KLTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. Wind Exposure Factor: C CTS+ Mr Bart Snow rz
3. SEE JOB DETAµILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. THE GEHEAAL CONTRACTOR AND/M ERECTOR IS SOLELY IIE 9:56:52
Ground Snow Load: 0.00 psf RESPONSIBLE FOR ACCUEATE,GOOD QUALITY NDIIIDWISNIP T
5. FOR PR PANEL, PRE-DRILLING OF SIDELAP FASTENERS REQUIRED DUE TO IN ERECTING THIS BUILDING IN CGNMNAHCE HTTH THIS 60i"}1O1 Atlantic Beach, Florida
Q Design Snow Load: 0.00 psf DARNING.DETAILS REFERENCED IN THIS DIUNING,
THE ABSENCE COF A PURLIN BEARING EDGE. SEE SED RC03B1. ALL APnICAaLE vP ERECTION wxors, PAvar TLPBUILDINGI
Snow Exposure Category 1 MR Bart Snow
AND INDUSTRY STANGAiDS PERTAINING TD PROPEA
Seismic Hazard Group: Group 1 u+E 10N. INCLUDING THE CORRECT USE OF TEMPORARr NTS "`r`"p1C 904 280 0403 YPc UNION, 1 PwoF
/v
Building Use: Standard Occupancy Structures BEACING.
C:\Program Files\Vazco-Pruden\VPCommand\Suilding Files\NI9918828-OlOEl.vpc 12/14/1999 6:22:37 VP Buildings, Inc. 3200 Players Club Circle Memphis_ TN 36125
Dimensi®n Key
(21 4'--o,,
131 31=5 1/4-
[4) 3'=6 3/41'
Denoted 'with rectangle
T
————---------------------
--------------------- -
------------------- ---------------------
°g
F
C I
1
lD —
� I (
I
I I
I
I i (
30G2101017(Typ.) 40G2202417(Typ.) 40G2202417 T
�p ( yp') 30G2101017(Typ.)
I
L ————-
-— ———————————— —————————————————-
--_— I
19'-0"
--' 20'-0" 20'-0"
19'-0"
X80'-0"
SECONDARY' ELEVATION AT A
1. UNLESS
TED, USE 1/2" DIAMETER A-307 BOLTS FOR GIRT LAP, GIRT TO FRAME, VP Ref: Shape 1�°e < Mayport Project, Wall 2 \
FLANGE B�'RACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND Building Code: 97SBC T"Is DRANING, 1"=LDwuG rxE Ixrowwnw xepe°x,
SEE JOB HEADER CONNECTIONS. Ra1AINs THE OFOPERTY OP VF BUILDINGS.
RSETAILS FOR BOLT LENGTHS. Live Load: (Not Reducible) 25.00 psf IT Is PFwlOSD SOLELY FDF ERECTING THE BUILDING
SECONDARY ELEVATION AT A
2. WIND ANU, FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND Coll. Ld: Gravity 0.00 psf, Uplift 0.00 sff DESGFIBED 1N THE APPLICABLE PURCHASE ORDE0.AND
SHOULD 8 PROPERLY INSTALLED PRIOR TO ERECTION OF WALL Wind Speed: 110.00 mph p 3ML NOT BE NGDIF]LD,WRODOCED DF USED FOR
AND ROOF SHEETS. ANY mxEF FUFPosE Nlrxour PRIDE NArrrol
REMOVAL �R ALTERATION OF WALL BRACING WITHOUT PRIOA AUTHORIZATION IS PROHIBITED. Wind Exposure Factor: C APPROVAL of VF BUILDING;, µy, OF1G srm- NIL
�" Monmouth Equipment
Ground Snow Load: 0.00 psf T"E°EAERAL carrRAeroF u+D/0F EA=W BB]G,,LT ,ONFx Mr Bart Snow " 12/13/199
Design Snow Load: 0.00 psf IN ERECTING THIS AW BUILDING Ix�CO"FOIpI�NCE NIrN{NI8 N, w
Snow Exposure Category i AL'�LA'P y1C�LE LVP pF` �lI- Is°Fa'n"G,
LOCATION Atlantic Beach, Florida nN` 9:56:52
Seismic Hazard Group: Group 1 ""°]ADUSTFT STANDARDS PERTAINING TO PROPER °"011'' MR Bart Snow BUIL NGS w.w/•.wr«
nvNNNO Building Use: Standard Occupancy Structure EPECIION, INCLUDING THE CORRECT USE OF TSNPOFAAx Aco-PNuw
C:\VProgram Files\Varco-Pruden\VPCommaEld\Building Files\WI9918828-O1OE1.vF.c BAACIN,,. NTS wwNCE 909 260 0903 FA
vr:voulw1 rAu
12 14/1999 6:22:94 VP Buildings, Inc. 3200 Players Club Circle Me
is TN 38125
5
Trim Schedule
Covering Sc?hedule
Id Qty Start Panel Last Panel Increment Direction Start Dim. Id Kit Qty Parts Color Details
T1 12'-1" CT Match Wall Color WC20A1
#1 2 WN 02426FKEW W0402426FKEW Left to Right from Peak 0'-0"
T2 16'-0" CT Match Wall Color WC20Al
`-9
#2 2 Wl_1)00726DKEW W1026KEW 9" Left to Right from Peak 0'-0" T3 20'-7 3/8" RCLIO,RFRI0,RKA08,RKF Patrician Bronze RC30E1,RS10A1,WC10A2
#3 2 W1- 03326KKEW W180636326KKEW 9" Left to Right from Peak 6'-0"
#4 1 WCA 02426FKEW W0402426FKEW Left to Right from Peak 12'-0" T4 40'-0" BAI Patrician Bronze WCOIDI,WC04A1
#5 1 WL_'100726DKEW W1100726DKEW 9" Left to Right from Peak 12'-0" TS 2'-6" DF,JT Patrician Bronze WC24A1
#6 2 W1 00326KKEW W1603326KKEW 9" Left to Right from Peak 15'-0" T6 6'-0" DF,HTS Patrician Bronze WC24A2
#7 7 WZ'(009326JKEW W1603326JKEW 9" Right to Left from Peak 0'-0" T7 6'-0" TDFH Patrician Bronze WC24A4
A T8 3'-11" CT Match Wall Color WC20A1 O
T9 1 BSI,GGC,MCCI,PRF1 Patrician Bronze RC38A1 I
T10 1 RRC,SPC Patrician Bronze RC38C4
Tl(9
Insulation schedule (Install in same direction as Covering) � �-�T3
Id Qty $tart Run Last Run Increment T3
BLK1 7 TIB022003604OPS IB017063604OPS 911
BLK2 2 TIB018033604OPS IB017063604OPS 9" -
BLK3 1 $B0120636040PS e
BLK4 1 TIB004003604OPS r -� - -_ T9
BLK5 2 IZBO20063604OPS IB 36040PS T '
BLK6 2 TIB015063604OPS IB01 0936040P
BLK7 2 1B004003604OPS IB00 0036040 S
co
I #.2
I Qt =2
#5
I
I I
I I
#3
I Q`�=a I
I
Qty=7 Qt =2 EI
T6 T6
I
H i In
In EO In
E E ENI E(
I T7 L T7
I I
I I
#1 #4
I Q't=2
( I
L—— ——T4 — -———— ———— ———— ———— ———— ———— ——
I
—————————— —————————(7)BLK1 - L { (2)BLK6- (2)BLKS BLK3 (2)BLK2—+('
40'-(P
COVERING ELEVfiATION AT 1
i
VP Ref: Shape Name = Mayport Project, Nall 1 _
-T IS DRAWING. INCLUDING THE INFO TION NEPEgI.
1. WALL SHEETS A(AE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, Building Code: 97SBC EEIAINA THE PROPERTY of VP NuIWINGS. COVERING ELEVATION AT 1REMOVAL OR A(I;TERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. Live Load: (Not Reducible) 25.00 psf IT IS PROM=SOLELY FOR ERECTING THE NILDING
: DESCRIEED 1N THE APFLIWLE PURCHASE MER AND
2. SEE JOB DETAI
ILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. Coll. Ld: Gravity 0.00 psf, Uplift 0.00 psf GHRLL Nor BE Iaelt3Eo.AEPaO =oA USN FOR
3. PRE-DRILLING.-1/8" DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS Wind Speed: 110.00 h ANT OTHER PORPOSE WITHOUT PR-WRITTEN a,1N v DncumoN °01'°`" Monmouth Equipment 12/13/19
MAY BE REQUI p � APFRONAL OF YF W-1NGS.
IkED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP Wind Exposure Factor: C ��* Mr Bart Snow
THE GENERA:.CUTRACTOA AND/OR EPI=M IS"my TtxR
LOCATIONS, Atjjp/OR SECONDARY STRUCTURAL BEAMS Ground Snow Load: 0.00 psf RuPDHM"IDR ACWRATE.GD OD QUALITY""'I"'"IP A,T� 9:56:52
Design Snow Load: 0.00 psf IN ERECTING THIS NUII-0ING IN TANFOIPNNCE WITH THIS Atlantic Heach, Florida -xaN
Snow Exposure Category 1 T�LL AP LICHEE VP ERE�RtON d DES�S DRANS'W. F"O16t MR Bart Snow DING
WD INWSTRT STANIIAAW PERTAINING W PNThER
Seismic Hazard Group: Group 1 ERE=I.. INEWDING we CORAECT use or TEI4 " NTS """""`904 280 0403
Building Use: Standard Occupancy Structures eR,,c1NG.
t1O1A1E C:\Pro 12/14/1999 6:22:51 VP Buildings, Inc. 3200 Players Club Circle Memphis. N 38125
gjram Files\varco-Pruden\VPCotmaand\Building Filea\WI9918828-OlOEl.vpc
Trim Schedule Color Details
Id Kit Qty Parts
Coveri-rhq Schedule Start Dim. T1 16'-0" CT Match Wall Color WC20A1
Id Qtx Start Panel Last Panel Increment Direction
Left to Right from Peak 0'-0" T2 20'-7 3/8" RCL10,RFR10,RKA08,RKF Patrician Bronze RC30E1,RS10A1,WC10A
Right to Left from Peak 0'-0" T3 40'-0" 8A1 Patrician Bronze WC0lD1,WC04A1
#1 7 W2009326KKEW W1603326KKEW 9" Patrician Bronze RC38A1
#2 7 W2009326JKEW W1603326JKEW 9" g T4 1 BSI,GGC,MCCI,PRF1
T5 1 RRC,SPC Patrician Bronze RC38C4
T6 12'-1" CT Match Wall Color WC20A1
T7 3'-il" CT Match Wall Color WC20A1 Q
I
Insulwrion Schedule (Install in same direction as Covering)
Id Qty Start Run
Last Run fcrement
BLK1 71 IB022003604OPS IB017063604OPS
BLK2 71 IB022003604OPS IB017063604OPS T5
TZ
r x�
� 1
rte- I
T4
HI
I I
I I
I I
' I
l I
I
I I
I I
I I
I #1 I
C, I #2 Qty=7 I
i Qty=7
E4
I I
I
I I i
I I
i I
I I
- - ------------- -----
(7)BLK2
I (7)BLK1
40'-0"
COVtiRING ELEVATION AT 5
I
1v
VP Ref-; -.Shape Name = Mayport Project, Wall 3
TRI,DRARING, INCLUDING THE INTO"OATION HEREON. COVERING ELEVATION AT 5
RENT INS THE INGKHTY OF W EUILDiNW.
Building Code: 97SBC IT is FRWiocD soLELx FOR FAEOTi NG THE BUIWING
PART OF THE STRUCTURAL SYSTEM, Live Load: (Not Reducible) 25.00 EPaf pESCRIBED IN TXE APPLICABLE PVRCNRSB ORDER RND '�•" 12/13/1S!
1. 4iALL SHEETS ARE AN INTEGRAL UPI.
lift CO.00 psf gHRl,1 NOT BE MDDITIW.REPPOMICEO OR USED TOR E �TrImDN ^1L0L" Monmouth Equipment
4EMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. Coll. Ld: Gravity 0.00 P. p An OTRER FuaeosE HlTxouT PRIOR RRETTFN CAT1
2. WEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. Wind Speed: 110.00 mph
r.PFRovR1 of ve euiLDlNGs. cPnRia"Mr Sart Snow T"a 9:56:52
3. ARE-DRILLING 1/8" DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS Wind Exposure Factor: C THE GENEML E RRCTOR AND/M CRCLTGR 19 SOLELY + T+"Atlantic Beach, Florida P BUILDINGS
Ground Snow Load: 0.00 psf RESPOPISIBLE FOR AONRRTEGooD gmtm NDRgANSR+F
H'fAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP tN ERECPING THIS BUILDING IN EDNFOMVMOE"ITR TNIR rte* MR Bart Snow -'Gr,rco-rR,oe
§OCATI0N5, AND/OR SECONDARY STRUCTURAL BEARS Design Snow Load: 0.00 psf ZrAPP ICABABLEtve'EF T Dwiors to DRRwtMG. w:.E "`°
Snow Exposure Category 1 RNO INWSIRY STAHDRROS PERTRiNIMG TO PROPG ""�"p1t 904 260 0403 Nt1OX1 1 7
ERECTION, iNCWDING THE CORRECT•VSE OF'TpIPOMRT NT$
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Building Use: Standard Occupancy 9 12 19/1999
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THIS moan, INCLUDING THE INFOAMAT[W HERERI.
Building Code: 97SBC SENIINS THE PROPERTY OF III BUILDINGS. BUILDING SED'S
Live Load: (Not Reducible) 25.00 psf iT IS PROYIWA SOLELY M EA ING THE BUIWING
DESCRIBED IN THE APPLICABLE PU iHkSE ORDER AND
Coll. Ld: Gravity 0.00 psf, Uplift 0.00 p35f m, ry�Er.17 PRRI_WRIITTEEEEO m0. �u � w"f°G" Monmouth Equipment °iASG 12/13/1
wind Speed: 110.00 mph ArexovAi BP VP strLDINGs. "C4'
Wind Exposure Factor: C m11''�•Mr Bart Snow Tww
THE GEUIERAB FONTR RA AND/OR ERECTOR L)SOLELY 9:56:52
Ground Snow Load: 0.00 psf IN EXiSIBLE THIS BUILDING
IN IArAin•Y E WITH
SHIP I�`T3OM Atlantic Beach, Florida
Design Snow Load: 0.00 psf IN eAIxTlxc Txu sulLDrxc Ix ca+roRlYwlx wsrx TNIS P BU `DINGS
DPAwIM=Al"ASPIRIN=3N THIS UAANI"G, P""IRT MR Bart Snow YAXm-YWD{�,
Snow Exposure Category 1
ALL AP MINISTRY
VP ERECT TO"AI DEG'
AND INWSTRY STAMDAPDS PERTAINING TO PROPER PIIp
Seismic Hazard Group: Group 1 ERELTIRIr INCLUDING THE CORAECI USE Or TENrOMNY NTS "`i0°N'DE 904 280 0403 vec rwlal 1.
Building Use: Standard Occupancy Structu s BPAEIxa.
12 14/1999 6:23:07 VP Buildings, Inc. 3200 Players Club Circle M- phis TN 3812
r'LEXANt. CC:\Program Files\Varco-Pruden\VPCommand\Building Files\NI9918828-OIOEI.vpc
GENERAL NOTES
ASTM DESIGNATION GRADE 50
c 1, MATERIALS A529 OR A572 OR A570 OR A607 GRADE 55
:t
STRUCTURAL STEEL PLATE A570 OR A607 GRADE 65, UNLESS NOTED.
COLD FORMED LIGHT GAGE SHAPES A572 Fy 36 KSI OR GRADE 50,.
BRACE RODS A36 OR A572 GRADE 50
^1 "� HOT ROLLED MILL SHAPES A653 OR A792 A307, UNLESS NOTED
ROOF AND WALL SHEETS A307 AND A325
BOLTS
2, STRUCTURAL PRIMER
STP BUIZD
I N G s THOIS PRIMERISAINT INTENDED FINHIBITIVE ERM I14ER AND
D Is Vp TO THEBELLEMENTS DINGS COLOR BRONZE.
TRCQ—PR 3. A325 BOLT TIGHTENING REQUIREMENTS -
7t'1 ALL HIGH STRENGTH BOLTS ARE A325-N UNLESS SPECIFICALLY NOTED OTHERWISE.
HE
RISC SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS'.
STRUCTURAL BOLTS SHALL BE TIGHTENED BY THE TURN-OF-THE-NUT METHOD IN ACCORDANCE WITH T
A325 BOLTS MAY 8E INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE
u•cwN NINTH EDITION,
PDwUm
PER SECTION BD.lr
TURN-OF-THE-NUT METHOD.
' s• s""' pgg SUBJECT TO DIRECT TENSION AND
ns•�DUPmDL EXCEPT AS NOTED OTHERWISE, IT IS THE
s DNasm DEFINED BY THE APPLICABLE BUILDING CODE OR STANDARD.
I vr• ALL HIGH STRENGTH BOLTS,
n�elo"+ s"cP+cPAC +_•TMp s ` +^s^ �,s. ,v" L'• MAY REQUIRE INSPECTIONS ERECTOR TO ASSURETH PROPER TIGHTNESS.
'P�� Lr cP+cAwE ,,.,,,P, ,.,.,,. "10�w �is, 1 TMP � � �. �: •�• RESPONSIBILITY OF THE
,,.. 11` PPPncD --r
"" p{T{ISOA Irr I-_--� _ 4, BUILDER / CONTRACTOR RESPONSIBILITIES
TED
E IN
WAFACL -r >'
I+rr• LS (SL) PRODUCT SPECIFICATIONS APPLY AND UNLESS
CRITERIA STANDARDS
SAND THE
—y� ENP.NLCDSC WALL PANE
X'PAN LOC VP BUILDINGS STANDARD FABRICATION, Q T IS AVAILABLE
rrc. CONTRACT DOCUMENTS, VP BUILDINGS DESIGN,
VEE RIB WALL PANELS (VR) VP BUILDINGS SPECIFICATION BOOKLET
TOLERANCES WILL GOVERN THE WORK. lA .
PANEL RIB ROOF 6 WALL PANELS (PR) UPON REQUEST) PLANS AND PLANS FOR OTHER TRADES,
PANELS (SSR)
ROOF PSTANDING SEAM IN CASE OF DISCREPANCIES BETWEEN RN BUILDINGS STRUCTURAL
THE VP BUILDINGS PLANS SHALL GOVERN•
ATZ
2 1/e" 2 1/2" p{ZAWING LOG HISTORY
BUILDER / CONTRACTOR TO OBTAIN APAROgEQUIREDpPROVALS AND
IT IS THE RESPONSIBILITY OF THE STATE, OR FEDERAL AGENCIES,
NECESSARY PERMITS FRIX4 CITY, COUNTY,
Descri tion AppROVAL OF VP BUILDINGS DRAWINGS CONSTITUTES THE BUILDER / CONTRACTOR'S ACCEPTANCE OF THE
soy, Data Y .� L' '` �r AR BUILDINGS INTERPRETATION OF THE CONTRACT PURCHASE ORDER' CHANGES
LZPt 6 Drawin Numbers - N G ` SIGNED VP BUILDINGS APPROVAL PACKAGE,
q L-t 9 —_____
ONCE THE BUILDER / CONTRACTOR OR A/E FIRM HAS
Y BE CHARGED IF THE PROJECT MUST HE
HANDLING FEES. SUCH CHANGES MAY CAUSETHEPROJECT TO HE MOVED FROM THE
FROM THE PURCHASE ORDER BY THE BUILDER WILL BE BILLED TO THE BUILDER / CONTRACTOR FOR MATERIAL,
ENGINEERING, AND AS LONG AS Vp BUILDINGS DESIGN AND
1 1 22 1�/2" FAHAI CATION AND / OR SHIPPING SCHEDULE. ANG SC Y FEE
MSD FROM THE FABRICATION AND / OR SHIPPING SCHEDULE,
2 1/9'-Ni DETAILING APPROACH COMPLIES WITH THE PURCHASE ORDER.
ALINS
6 1/2" GIRT / RESPONSIBLE FOR THE
OVERALL PROJECT CONDITION.
MATERIALS NOT FURNISHED BY VP BUILDINGS ARE
THE BUILDER / CONTRACTOR OR A/E FIRM ARE pNI,ESS SPECIFIC
ALL INTERFACE AN COMPATIBILITY CONCERNING ANY
2 1/2. 2 1/2,
TO BE CONSIDERED AND COORDINATED BY THE BUILDER / CONTRACTOR OR A/E FIRM-
DESIGN CRITERIA CONCERNING THIS
SSINTERFACE WBETWEEN MATERIALS IS FURNISHED AS PART OF THE TI
1 PURCHASE ORDER, VP BUILDINGS
THE BUILDER / CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND SPECIy���Spy�r 0p,pt 0 0
'�. COMPLY WITH THE APPLICABLE REQUIREMENTS OF FORNY TH RNIITS G BUILDINGSN ENGINEER IG BUILDING S ACTING AS THE ENGINEr>x' '�0tit I ATLANTIC BF.q�H
SEALED ENGINEERING DESIGN DATA AN DRAWINGS FOR THE VY BUILDINGS BUILDING DOES NOT IMP], MNG Q
§oP a 1/ CONSTITUTE AN AGREEMENT THAT VP BUILDINGS OR
§.xe F'i✓7C�
SEALED SYSTEM FURNISHED BY VP BUILDINGS, IN COMPLIANCE WITH
OF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCTION PROJECT. THESE DRAWINGS AND DESIGN
ARE
ALLA Q IREMENTS OFT THEHPURCHASE OR ER. JUIN 2 2 �f�Ai�
I I 2 1/2"1 L =yu
2 1/2• THE BUILDER / CONTRACTOR IS RESPONSIBLE FOR SETTING OF ANCHOR BOLTS AND ERECTION OF STEMIT
WITH
BUILDINGYCOMP SUPPOIF
R�NTS IN TS OR tyACONGI�4UIRED FOR THERDANCEDSUILDINGRERECTIONCWILL"BERTHENRES
8 1/2" GZRTS / PURLINS TE14POPAR
OF THE ERECTOR TO DETERMINE, FURNISH, AND INSTALL•
WITH THE FOLLOWING
7 11
5. VP BUILDINGS IS AN APPROVED FABRICATO
CERTIFICATIONS:
T ICHO FA-240 /
I ISO gool CERTIFIED
so" CITY OF LOS ANGELES TYPE 1 FABRICATOR O -
axe CITY OF SEATTLE
xx 1/2^ CANADIAN WELDING BUREAU DIVISION 1 CERTIFICATION
Group 1, Performance Category: C /
Seismic Hazard Group: 4.5 Cd . 4.0) /
�61S FM 03-U`18 Av . 0.1000, Aa - 0.1000, Soil Profile Type: Stiff soil
s void all previous drawings Frame System, Ordinary steel frames (R - 5.0 Cd ' 4.5)
Latest drawing Moment-Resisting Concentrically braced frames (R
Effective: 3129/99 Frame System, '°'
Building qq)g
Analysis Procedure 1607.4 used
yre" Revision'. 2 COVER SHEET —�•'" �*TE _
Revised: 8/17/99 14
rxxs DAAxIxG,INCUDIxD TUE TWFWr-'CN xuee°x, w=,.„., i ment in
11 1/2" PURLINS xaIAINS THE PROPERTY of VP"MOINGE. Monmouth Equ P
�I Building Code: 97SBC 25.00 psf ING THE.eUIWING
Reducible) Uplift 0.00 psf IT ss ewvloW soLELr FPA ERE E on;+ER AND aSTONE` Mr Bart Snow ,�L"
Live Load: (Not IESCUIeFa Ix THE APPLICMIX PU U3FP FM
Coll. Ld: Gravity 0.00 psf, SHALL NOT xE NODIFI®.AEEIn.d, Florida VP BUIIFj}�INGS
N,Uny,� ANY PTHER PGRPosE NCTxan +0ATID" Atlantic Beach,
Wind Speed' 110.00 mph A"'G"'of W su1LDINGs. VARCO-PRUD% PACE
j Wind Exposure Factor: C .cxE GENENJIL GON'IRARGA"A"' EN uI�TY NDAuawsxlP PROJECT I
0.00 psf NExPONSIxLE POR ACCURATE.cAOD W ITA THIS MR Hart Snow VPC VERSION 1
Ground Snow Load: 0 00 psf IN EREOTING THIP WIWING IN
THIS'CE" REreRo¢E Memphis TN 381
Design Snow Load: DAMOK, AILS FEFERENCCD 3N TMIW WII 904 280 0403
1 ALL APP11CAxW VP W1ISATAiN NTG TG FAOPER VP Build n9sr Inc. 3200 Players lub Circle
osure Category AND INWS'TAT stAxoARo USE OF TESIPOAAAY
Snow Exp Group 1 INGWDING TNC caRRDCT
VP BUILDINGS, INC• Seismic Hazard Group: yncy Structures MCIN.,• 12/14/1899 6:22:16
l RISC CATG.
NIB.CERTIFIED Building Use: Standard Occtiip
I - -
i
.__.++nr..+.+„and\Building Files\WI991882H-O10E1.VPc
A '
I7• V 1-Q••
B < 1/2" PROJECTION (U.0.1,1.1
?OTTOM OF '0LUMN ARIES
BASE PLATE [LEY. f30TTGl,i :?F
---
�*k
E $ + 8.45E PL4TE7
F''� CJ
r•1 �
ar' 1/21. 1.
2 1?2 `TO = 1/2
Fi F FLUSH = U" f
L.
D1 (2)3/4"faia. A36 A.Bolts D2 (2)3/4"Dia. A36 A.Bolts D3 (2)3/4"Dia. A36 A.Bolts TYPICAL. ANCHOR TYPICAL COLUMN
Plate w=8" -L=10" Plate W=8" L=10" Plate w=8" L=8" BOLT PROJECTION BASE PLATE DETAIL
Elevation=31(00 -0" Elevation=100'-0" Elevation=100'-0" I
1 2 3 9 Q5
t t
t
D1 D3 D3 D31 D1
ip
cy oa
J I I I I I
c14
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I I I I D2 �
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D2 I I I
V W
I I D2
co
E-Vi 1 I I 1 I ! I
,I D3 D31 D1
D1 D3 i
Dimensiolh Key
[1) 2'-0'" 20'-0" 20'-0" 20'-0" 20'-011
[21 3'-4",
[31 11-E8f„ �P0'-0"
I
[41 31-%„ IiI
1
Denoted 1-4ith rectangle ANCHOR BOLT PLAN f
Finished F1ooF Elevation - 100'-0" (Unless Otherwise Noted)
1. CONCRET THIS DAO"HG, INCLUDING THE INFORNATION MEOW,
£Fi, GROUT, ANCHOR BOLTS, AND ANY OTHER EMBEDDED ITEMS ARE TO BE Building Code: 97SBC RINA WS THE PROFERTY OF VF WIWINGS. ANCHOR BOLT PLAN
FURNISH£ BY OTHERS IT 1S PRWIDFD SOLELY FOR ERECTING THE WILDING
Live Load: (Not Reducible) 25.00 psf DESCRIBED IN THE"FLICAELE PURCHASE ORDER AND
2. ANCHOR BOLT DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER Coll. Ld: Gravity 0.00 psf, Uplift 0.00 psi sNALL NOf BE WoIj FIED,REPRODUCED OR USED FDR
AISC SP OTHER WRPOSE WITHOUT OR HFITTIN RVItDEA
>�CIFICATIONS (FY � 36 KSI). ANCHOR BOLT LENGTH AND METHOD OF Wind Speed: 110.00 mph ANY OTHER
OF VP WILPINGi. PT oucuRlTv Monmouth Equipment " 12/13/19
TRANSFENRING FORCES FROM ANCHOR BOLTS TO FOOTINGS ARE TO BE DETERMINED Wind Ex I
BY OTHERg,, ppsure Factor: C -� Mr Bart Snow
THE GESISU CONTRACTGR AND,OF ERECTOR IS SULELY TIME
Ground Snow Load: 0.00 psf RCaPONStBLE 1 1 ACOIRATE,GOOD DUALITY NW WITH
HIP 9:56:52 .'•
3. DESIGN LOADS AND REACTIONS ARE FURNISHED ON OTHER DOCUMENTS. Desi n Snow Load: 0.00 sf IN ERECTING TN1S BL'iLDING IN CaxFORLOHCE NITN TNIS `"�'°"Atlantic Beach, Florida eP IL
4 P INUINING, OETAi LS REFERENCED IN THIS DRANING, INGS P1Ar,CxfCK
4. FOUNDATION MUST BE LEVEL, SQUARE, AND SMOOTH. ANCHOR BOLTS MUST BE Snow Exposure Category 1 ALL APPLICABLE VP ERECTION GUIDES, ,uUVT MR Bart Snow YARw.RRDDI
ACCURAT AND INDUSTFY STANt—OS PERTAINING To PFOPER n
SLY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT. Seismic Hazard Group: Group 1 ERECTION, INCLUDING THE MUUI I USE OF TFMPONWRY NTS """"`904 280 0403 YPe vTAnox�P 1 Ae< Z
Building Use: Standard Occupancy Structur ew,ETNG.
rltrwua, C':'\Program £ilea\Varco-Pruden\VPCommand\Building Files\WI9918828-OlOEl.Npc 12/14/1999 6:22:18 VP Buildings, Inc. 3200 Players Club Circle Me his TN 38125
Frame Memb@r Schedule A325 Bolt Connection & Plate Schedule Frame Clearances
Mem# Width, Thick Webthk Depthl Depth2 Approx. Lgth Part# Id Qty Bolt Bolt Plate Rows Rows Horizontal Clearance between members 1 and 8: 37'-2"
1 5" .0650 .1300 8 1/2" 8 1/2" 141-8 9/16" CGX001 Dia Lgth Thick Out In Vertical Clearance at member 1: 14'-10 3/4"
2-4 5" .0590 .1180 8 1/2" 8 1/2" 20'-7 1/8" BGX001 A 4 1/2" 1 1/2" 3/8" 1 1 Vertical Clearance at member 8: 141-10 3/4"
5-7 5" .0590 .1180 8 1/2" 8 1/2" 201-7 1/8" BGX002 B 4 3/4" 1 3/4" 3/8" 1 1 Vertical Clearance at member 9: 171-6 1/2"
8 5" .0590 .1180 8 1/2" 8 1/2" 14'-8 9/16" CGX002 Denoted with hexagon Vertical Clearance at member 10: 17'-6 1/2" .
9 5" .0730 .1460 8 1/2" 8 1/2" 17'-7 1/8" EGX001
Finished Floor Elevation = 100'-0" (Unless Otherwise Noted)
10 5" .0730 .1460 8 1/2" 8 1/2" 17'-7 1/8" EGX002
Denoted witth circle
F Q
I
5 $
Dimension IKey 20
[1] 8 1/2", 3 OO 7 3/8"
[2] 41_pl, 01 1318,. @ 5,,0„ 0 2 @ S1`0" 3.000 22
[3] 31-5 71/4" 2 2 N to
[4] 31_6 ?3/4" 0 a
[5] 11_8 71/8" 6 0 w 6
Q w
[6] 2 @ 4,''-4 1/16" N
3 1/6''' r - B In
[7]
0
(8) 21'-0'', � r- 4 5 C4 C)
u+
Denoted witth rectangle N
6
3 �-
2 7
a I I o
i
1 8
121-0" 165'-0" 121-0"
46)'-0"
FRAME CROSS SECTI(qN AT FRAME LINE(S) 1
VP Ref: Shape Name =Mayport Project
THIS DMHtNG, INCLUD 11 THE IxFOR1ATION HEREON,
1. A325 HIGH 'STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE Building Code: 97SBC RFNAixs TxE PROPERTY OF IF BCILOINGS. FRAME CROSS SECTION AT FRAME LINE
NOVEMBER 113, 1985, ALLOWABLE STRESS DESIGN "SPECIFICATION FOR Live Load: (Not Reducible) 25.00 paf IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING ].
STRUCTU DESCRI BCD IN THE,APPLICABLE FUR:HAON ORDER AND
�L JOINTS USING ASTM A325 OR A490 BOLTS" SECTION S.(d)(1) Coll. Ld: Gravity 0.00 psf, Uplift 0.00 psf SNALL YDf BE MODIFIED.REPFOWCED OR USED FOR
"TURN-OF-tfl7T TIGHTENING". Wind Speed: 110.00 mph AN Or EOVAL PURPOSE
HI
«BOUT PRIOR WITTER lua �eDAlmw 01O`" Monmouth Equipment aTE 12!13/199
2. USE 1/2" IbIA. A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO Wind Exposure Factor: C APPcuSmN.R Mr Bart snow
CLIP CONN THE GENEML:d.?MTM AH/M ERE?M IS SOLELY TINE
F'ECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. Ground Snow Load: 0.00 psf NESMSISLE FOR ACCUMTE.GOOD DUALITY NMSS4RNsxIP 9:56:52
3. INSTALLATI IN ERETINO TN1S WILDING IN ro_ FOFOOME WITH THIS txAT'ax At lentiC Beach, Florida
11UN OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION Design Snow Load: 0.00 psf DARNING,DCTAILS REFERENCED IN THIS DMNINO. P BU�LDI yA,N,oRc,;
IS COMPLE4E, IS THE RESPONSIBILITY OF THE ERECTOR. Snow Exposure Category 1 ALLAPPLICABLE YP ERF;TIax MRD3 PERTAIKINGV1DE3.TO PROPER F"OJT HR Bart Snow
AND"OUSTAY BTANG
Seismic Hazard Group: Group 1 ERECTION, INCLUDING THC 1OMCCT USE OF TEIBORARY NTS "'FER1"`E 904 280 0403 vrc vuex"R, 1 uc3
Building Use: Standard Occupancy Structures BRACING.
Rsrogram Files\Varco-Pruden\VPCommand\Building Files\WI9918828-O10E1.vpc: s
rILEYAN2, C:\ 12/14/1999 6:22:21 VP Buildings, Inc. 3200 Players Club Circle Memp • TN 38125
A325 Bolt Connection & Plate Schedule Frame Clearances
Horizontal Clearance between members 1 and 4: 35'-1"
Frame Memlber Schedule Approx. Lgth Part# Id Qty Bolt Bolt Plate Rows Rows Vertical Clearance at member 1: 14'-3"
Mem# Widtlh Thick Webthk Depthl Dep9h2 151-5 3/8" CX003 Dia Lgth Thick Out In Vertical Clearance at member 4. 14'-3"
T. 1 5" .1875 .1345 7" A 8 3/4" 2" 1/2" 2 2
2 5" .1875 .1345 1'-7" 9" 18'-5 3/16" RBX003 2 Finished Floor Elevation = 100'-0" (Unless Otherwise Noted)
1345 9" 1'-7" 20'-7 1/4" RBX004 B 6 3/4" 2" 1/2" 1
3 5" .1875 11-91, 14'-3" CX002 Denoted with hexagon
4 5" .1875 .1345 7"
Denoted w;i).th circle
A
F
6 20,,,
0:
DimensiOl�1 Key „ 3.000'12
k::::,
(d Sr.. " 3/8n 3.000:22
0
[1] 8 1//2' R�'I 318 2 a,
[2] 4,-QJ„ 20LnLn
in N
[3] 3'-,5 1/4"
O 7
N Eq
[4] 2'-S3/4" o g
[5) 9„ c m J� -B _ �` -� o N
(6] 1,_� 1/8„ 8 c w N w n
[7] 2 ( 9'-4 1/16" - N
N
CD N
.0 N
[8] 3 k,/8 N w _ v w
[9) 3,_c6 3/4" o� � ..- - 22 3" h
[10] 27 -0"
Denoted With rectangle -�
(2)FB211
(2)FR2104
c
Ln
Ln
o I 4 FB2074
7
FB2074
40'-0"
FRAME CROSS SF;eCT NAT FRAME LINE(S) 3
VP Ref: Shame Name Mayport Project NNT���
THIS DIING,']NCLUDING THE 1NPINBNTICN SEASON, FRAME CROSS SECTION AT FRAME LINE(S) 3
Building Code: 975flC REMAIN.THE PMPERTY OF YP BUILDINGS.
1. A32S� HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE IT Is PROVIDED soLELY Faa ERELTING 9'NE BUILDING
Live Load: (Not Reducible) 25.00 psf` DESCRIBED IN THE AePLIGABLE PuuxABe DRUM AND J56
NOVE3pffiER 13, 1985, ALLOWABLE STRESS DESIGN "SPECIFICATION FOR Coll. Ld: Gravity 0.00 psf, Uplift 0.0* psf MALL NOT BE MODIFIED,xEPBDDUCFD NMEU TOR '01LR Monmouth Equipment
STRU.f�TURAL JOINTS USING ASTM A325 OR A490 BOLTS" SECTION 8.(d)(l) ANY OWER F W RU WINGS.PRIOR IIRIT'IEN RDP, an er PLrca,mDN
Wind Speed: 110.00 mph APPROJAL OF VP BUIIDIxGs. cPa,olu Mr Bart Snow
"TUf1-OF-NUT TIGHTENING". Wind Exposure Factor: C
2. USE 1 THE LINENS PONiPJ RR AND/OR ERECTOR IS aOLBLY ten^"SHIPAtlantic Beach, Florida
1/2" DIA. A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO Ground Snow Load: 0.00 psf RESI.'E RCTIN POR ACNMTE,GOOD DUALITY NORNITH THIS P ILDINGSCLIP, INERECTING TNIs BUILDING IN OGIFOPNAHCE N1TN TNI.CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. Design Snow Load: 0.00 psf Dwwixc,DetuLs HEFEPENCED IN THIS DM„ING, MR Bart Snow3. INSTiPALLATION OF ADEQUATE TEMPORARY BRACING FOA USE UNTIL CONSTRUCTION ALL APPLICABLE YP EPELTIER AIMING,
Snow Exposure Category 1 MID RPILI Y dTANDARD9 PERTAINING TO PROPER """"G`904 280 0403
IS q5OMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. Seismic Hazard Group: Group 1
ERECTION, INCLUDING THE CORPECT USE OF TT]R'ORARY NTS
ures E�II" 6:22:26 VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125
Building Use: Standard Occupancy Stru 12 14 1999
"""""" C:\Program Files\Varco-Pruden\VPCommand\Building Files\WI9918828-010Ei.vpc
3
Frame Member Schedule A325 Bolt Connection & Plate Schedule= Frame Clearances
Mem# Wi_�th Thick Webthk Depthl Depth2 Approx. Lgth Part# Id Qty Bolt Bolt Plate Rows Rows' Horizontal Clearance between members 1 and 8: 37'-2"
1 5 .0590 .1180 8 1/2" 8 1/2" 14'-8 9/26" CGX002 Dia Lgth Thick Out In Vertical Clearance at member 1: 14'-10 3/4"
2-4 5 .0730 .1460 8 1/2" 8 1/2" 20'-7 1/E" BGX004 A 4 1/2" 1 1/2" 3/8" 1 1 Vertical Clearance at member 8: 14'-10 3/9"
5-7 511' .0730 .1460 8 1/2" 8 1/2" 20'-7 1/E" BGX003 B 4 3/4" 1 3/4" 3/8" 1 1 Vertical Clearance at member 9: 16'-8"
Vertical Clearance at member 10: 16'-8"
8 511' 0590 .1180 8 1/2" 8 1/2" 14'-8 9/16" CGX002 Denoted with hexagon .
Finished Floor Elevation = 100'-0" (Unless Otherwise Noted)
9 5"' .0730 .1460 8 1/2" 8 1/2" 16'-8 5/6" EGX003
10 511' .0730 .1460 8 1/2" 8 1/2" 16'-8 5/P` EGX004
Denotec4 with circle
r
QF
1
S
Dimensi:_con Key 12 20,-7
[11 8 /2" 3,0c 2 3/8FF 3.
(2) 4'-O" 7 318„ @ 51-0 o p 5'-On 0p0.1z
[3) 3'`-5 1/4" 20 2 o I
[4l 3''-6 3/4" N
6
[51 1''--8 1/8" 6 ,
[61 2 (@ 4'-4 1/16" B 1 7
[7) 3 /8" _ o
(8) 211',-0" c w - ' r 4 5 ~~ N i
Denotedi with rectangle — 1 2
6 i
A 3
2 7
rqi
I I
S
I I )
I I i
_
I I =
I '
LO
In
a I 9 I
i
1 8
I I
I I �
I I E
( I
I
8'-6"- -=-231-0-
01-0"
23'-0"0'-0"
FRAME CROSS SECTION AT FRAME LINE(S) 5
VP Ref: Sheipe Name ® Mayport Project
THIS D ING, INCWDING THE INFORFNTION HEAEW,
1. A325
tHIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE Building Code: 97SBC REFNINS THE PROPERTY OF W BUILDINGS. FRAME CROSS SECTION AT FRAME LI1*E(S) 5
NOVEt4CSER 13, 1985, ALLOWABLE STRESS DESIGN "SPECIFICATION FOR Live Load: (Not Reducible) 25.00 psf IT IS PROVIDED SOLELY FOR ERECTING THE BVI LOISO
STRU DESCRIBED IN THE APPLICASLE PURCHASE ORDER AND
O?TURAL JOINTS USING ASTM A325 OR A490 BOLTS" SECTION 8.(d)(1) Coll. Ld: Gravity 0.00 psf, Uplift 0.0cp.psf NOT BE"*DEFMITxoSI eR1°WofiTD OR ulw FON RNIRRu
"TURNT OF-NUT TIGHTENING". Wind Speed: 110.00 mph APPROVAL OF UP NI WINGS. Monmouth Equipment °Rn 12/13/19
2. USE 11//2" DIA. A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO Wind Exposure Factor: C �Fm'a"Mr Bart Snow
CLIP THE GENERAL CONTRACTOR AHD/OR ERECTOR IF SOLELY "F¢ 9:56:52
@ONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. Ground Snow Load: 0.00 psf RESPONSIBLE FOR A RATE.GDW ORALITY WORRT SHIP ATta Atlantic Beach, Florida
3. INSTLxL,�� 1N ERECTING THIS WILDING IN COHFOMgNCE WITH THIS
`: LATIDN OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION Design Snow Load: 0.00 psf DRANLNG,=AIM REFEIENCED IN THIS DRAWING. FBILDINGS
RARWUD"Fxs
IS CO, pLETE, IS THE RESPONSIBILITY OF THE ERECTOR. Snow Exposure Category 1 ALL IN,m w ERECTION WIWS. P1O1GT MR Bart Snow MinRIx
AND IMWSTRY STAHD S PERTAINING TO PROFER ±E I .P
Seismic Hazard Group: Group 1 ENECTIOH. INCWDINO THE ED =.1E OF TE ORARY NTS ""°"ERRE 904 280 0403
res HRAc1xG.
Building Use: Standard Occupancy Struc 12/19/1999 6:22:30 VP Buildings, Inc. 3200 Players Club Circle emphis TN 3812
FL`WUMh C:\Program Files\Vareo-Pzuden\VPCommand\Building Files\WI9918828-OlOEl.vpc
Dimension 11�ey
[1) 1'-01,
Denoted wit--'h rectangle
- -
T 1
55
{ 19'-011_ �`- 20'-0" 20'-0" 19'-0"
ol
**mKLLll O1E1*9*11417
— —————
A325dary III - O1E1911416 02E1911416
02E191'1416—
Sag II
�I
i
Angle Schedule +I I f
(16)SA5017 Typical a 5' 0" spade
(16)SA4060 Typical al 4' 4 1/16' aces -
(4)SA3017 Typical at 1'- 1/8" s{p es
See SED: B$Z09A5 for l(cat on
{ _ I I
I - (
I I i
I
1 I —————30P2101019(Typ, ) 90P2202417(Typ.) 40P2202417(Typ.) 30P2101014(Typ.)
--- ————————
I e
0 0
--------------------
O � N
a r+ .• 40P2202417(T 30P2101014(T
30P2101014(Typ.) 40P2202417(Typ.) YP•).,. YP•)
I I
I _
C.
I ;
I
N I b
j co
I
------02E1911416—.------ ------- 01E19*1416_------ -------01E19*1416-----------------02E19*1916_-----
**
i
20'-0" —20'-0" 19'-0"
01-01,
ROOF SECONDARY PLAN
VP Ref: Shape_ Iame Mayport Project r*
THIS DRANING, INCWDING THE INFDIDIATION HEREON,
1. UNLESS IjjOTED, USE 1/2" DIAMETER A-307 BOLTS FOR PURLIN LAP, Building Code: 97SBC REMAINS THE PROPERTY OF W BUIIAINGS. ROOF SECONDARY PLAN
PURLIN ITO FRAME, FLANGE BRACE TO FRAME, AND FLANGE BRACE TO PURLIN CONNECTIONS. Live Load: (Not Reducible) 25.00 psf IT IS PAOVIDEO SOLELY FOR ENEGTING THE WIWIMG
DESCRIBED IN THE APPLICABLE WACMASE OROER AND
SEE JOB;-DETAILS FOR BOLT LENGTHS. Coll. Ld: Gravity 0.00 Psf, Uplift 0.00 p694 SMALL NOT BE H`x" ED,REPRowcED oR us FOR
2. WIND, F ANY OTHER PURPOSE NITXOUT PRIM WITTEN wTe Rr wcumeN ''0'"` Monmouth Equipment RAT` 12/13/19
1hRNGE, AND PURLIN BRACING ARE AN INTEGRAL PART OF THE ROOF STRUCTURAL SYSTEM Wind Speed: 110.00 mph APPROVAL OF W BUILDINGS.
AND SHOWjLD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. Wind Exposure Factor: C Mr Bart Snow
REMOVAL THE GENERAL FOR A=VRR).GORE UALITECTOR S8 SOLELY Alt T`N[ 9:56:52
OR ALTERATION OF ROOF BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. Ground Snow Load: 0.00 psf RESPONSIBLE Iron AECUMTE,coop DUALITY NORITIIwsxlr ""Atlantic Beach, Florida
Design Snow Load: 0.00 sf IM ERECTING THIS BUILDING IN C FONMANCE-ITU THIS BUI INGS
4 P OAANING,DEFAI.RERENEIICED IH THIS DRAMING, Ips
Snow Exposure Category 1 AIT APPLICABLE VP ERERION GUIDES, `GT MR Bart Snow vANrn-.NroAx„
AND INWMY STANDARDS PERTAINING TO PROPER
Seismic Hazard Group: Group 1 ERERId, INCWDTMG THE CONNECT USE OF TENPDRARYNTS 280 0403 Y1�VLg10MN l FADL L'
Building Use: Standard Occupancy Structu BRACING.
12/14/1999 6:22:35 VP Buildings, Inc. 3200 Players Club Circle M his TN 38125
rt�eNNreCl:\Program Files\Varco-Pruden\VPCommand\Building Files\WI9918828-0l OEI.vpc
Part Mark Key Dimension Key Secondary Non-Std Part Schedule Framed Opening Locations
(1) GCCO72084 [1] 4'-011 Elart Thick Depth Lap ILD Width Height Sill Ht Frame To Dimen
(2) JBC1 [2] 3'-5 1/4" 001G0405417 0.059 8 1/2" 0'-0" FC01 6'-0" 21-6" 4'-0" 1 Jamb-L 8'-01,
(3) DH0600017 [3] 2'-0" FCO1 6'-0" 2'-6" 4'-0" 2 Jamb-L 3'-01,
(4) 01G0708417((Typ.) [4] 3'-0"
(5) 001G040541T [5] 2'-6"
(6) 01G0200017 Denoted with rectangle
(7) GFA106
Denoted with heYAagon
A FF
i
r
`f 01G15114-17-
40G1204417
1G15114-17 4061204417 40G1802 -�7 40GI204417 O �O
N '
O
O i0
0 3 0 0 3 o
N N N N
h� FOI o o FOl o
0
01G1103(117(Typ.) 4 35 3 —Vj
i
f
-- --- Q
— Q
N
61-011
12'-0" 16'-0"- I 12'-01,
401-0"-
SECONDARY ELEVASTION AT 1
VP Ref: Shape Name k1pyport Project, Wall 1
1. UNLESS NOTED, Usk 1/2N DIAMETER A-307 BOLTS FOR GIRT LAP, GIRT TO FRAME, .DRAWING, INCLUDING THE INFORMATION"Mr., _
FLANGE BRACE TO. Building Code: 97SBC rxI INS THE PROPERTY of YP BUILDIxO3.
'FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. Live Load: (Not Reducible) 25.00 psf Ir I PROVIDED SOLELY FOR ERECT LOG THE BUILDING SECONDARY ELEVATION AT 1
SEE JOB DETAILS 'FOA BOLT LENGTHS. IHED Ix TNL APPLI CA PURCNASE OFDEF AND
2.-WIND AND FLANGE IBRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND Coll. Ld: Gravity 0.00 psf, Uplift 0.00 psf g�NDI Ir MODIFIED,LI REPRODUCED OR USED FOR
ER PURPOSE-ITWOU`PRIOR WRITTEN Monmouth Equipment 12/13/199
Wind Speed: 110.00 mph APP OVAL OP VP BUILDINGS m'TE •+
SHOULD BE PAOPEF}y(;,y INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. Wind Exposure Factor: C NIN,Ia„FA Mr Bart Snow
REMOVAL OR ALTE E ERAL CONTMCTOR AND/OF ERECTOP Is soLELY 9:56:52
�ATIDN OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. Ground Snow Load: 0.00 psf Rrrx�- STELE Fon ACNRATE�GDOo DDALITY NDR1%ANSN IP '
Design Snow Load: 0.00 psf Ix RIMG TN1S BUILDING Ix coxFDRPtAxcE WITH THIS
Atlantic Beach, Florida
O NG DETAILb REPERENCED IN THIS DRAWING, VP BUILDINGS
NN,MCN
Snow Exposure Category : I ALL" PLIM.VP ERECTION mI IDES. P`P'"" MR Bart Snow vANCD-raaoi
+OIISTRY STANDARDS PERTAINING TO PROFE0.
Seismic Hazard Group: Group 1 Nm ]Al,INCWDING T.—.USE OF TCMPOMRY „
Building Use: Standard Occupancy Structures R °' NTS 904 280 0403 vrc wxxa, 1
12/14/1999 6:22:42 VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125
C:\Prograiq� Files\Netto-Pruden\VPCommand\Building Files\NI9918828-OlOEl.vpc
Part Mark Key Dimension Key Secondary Non-Std Part Schedule
(1) GCC0720844 [1] 4'-0" Part Thick Depth Lap
(2) 01GO709047(Typ,) [2) 3'-5 1/4" 002GI401315 0.073 8 1/2" 0'-0"
(3) GFA106 Denoted with rectangle
(4) GFA706
Denoted with 1hexagon
QF A
i Q
O 002G14(01315
`_ter
4
t
01G221J412 O �O
t
O
QI
1 O1G2211:1413 0' �O
Q 10
- 01G2211"1414
----------------------------------------------------- ------. .- -- --I
23 --LO" 8'-6-
4 0
'-6"40 -TO,I
SECONDARY ELEJVATION AT 5
VP Ref: Shape Name = Mayport Project, all 3
1. UNLESS NOTED, NIF DAldiIMG, IWCLUD ING THE INFORMATION NERECW,
USE AME, DIAMETER A-307 BOLTS FOR GIRT LAP, GIRT TO FRAME, Building Coda: 975BC iIEMAINS TNI PROPERTY OF VF BUILDINGS. SECONDARY ELEVATION AT rJ
FLANGE BRACE 11'O FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. Live Load: (Not Reducible) 25.D0 psf 1T IS PROVIDED SOLELY I'aR ERERING TXE BVILDIMG
SEE JOB DETA111LS FOR BOLT LENGTHS. :DESCRIBED IN THE APPLICABLE PURCHASE-GEA AND
2. WIND AND F Coll. Ld: Gravity 0.00 psf, Uplift 0.00 psf :SHALL NM BE HDI FLED,AEPwoucED DA USED PG
AGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND Wind Speed: 110.00 mph 'ANY OTHER PURPOSE"WIT PRIOR WRITTEN " 12/13/199
SHOULD BE PR p p '.APrnwAL of vP BUILOIxGs. ws Dneum°x V1L0LP Monmouth Equipment
PERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. Wind Exposure Factor: C .TNS GQlE0.AL'CON'IAACTOR AxDiON EFECI'OR IP SOLELY ER Mr Bart Snow
REMOVAL OR AlIkERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. Ground Snow Load: 0.00 psf THE G sISLE PDR AccuRATE,coop QUALITY wAaawaxle TaI '� 9:56:52
Design Snow Load: 0.00 psf 119 ERECTING THIS BUILDING IN CO9FOPMNICE WITH THIS "TION Atlantic Beach, Florida n
.INAWIxG,DETAILS REFERENCED IN THIS DAANING. �BUILDINGS;Snow Exposure Category : 1 (ALL APPLIGBLE VF LECTION mnDES, ,Rw[ci MR Bart Snow,AND INDUSTRY STAxUAADB PEATAIx[NG TO ROPGSeismic Hazard Group: Group 1 :ERECTIONI9 DIWc THE coAAEcr USE of TMgAABY
Building Use: Standard Occupancy Structures EBRAaxc. NTS ""L"""'O 904 280 0403 YPC YwIDN. 1 PNRc
CI\PvOWram Files\Varco-Pruden\VPCommand\Building Files\WI9918828-010EI:vgr_ 12/14/1999- 6:22:46 VP Buildings, Inc. 3200 Players Club Circle Memphis N 30125
Part Mark Key, Dimension Key Secondary Non-Std Part Schedule Framed Opening Locations
(1) JBC1 [1) 1'-0" Part Thick Depth Lap ID Width Height Sill Ht Frame To Dimen
(2) DH060001� [2) 4'-0" 003G1205416 0.065 8 1/2" 0'-0" F01 6'-0" 2'-6" 4'-0" 1 Jamb-L 2'-0"
(3) 02G02084417 [3) 3'-5 1/4" 004GO705417 0.059 8 1/2" 0'-01,
(4) 003JO701(617 [4) 3'-6 3/4" 005G1805417 0.059 8 1/2" 0'-01,
(5) DHC03040)(00 [5) 3'-0" OOGG2408415 0.073 8 1/2" 0'-01,
(6) JCP05213M [6) 2'-0" -
(7) 01G060844-,6 (7) 3'-4"
(8) 01G060841�7 [8] 1'-8"
(9) 004GO705.-417(Typ.) [9) 2'-8"
(10) 02GO204,4]17 [10) 2'-6"
Denoted with ]hexagon [11) 1'-3"
Denoted with rectangle
-- Q
- ----————————————————-- ------------------ ----- —————————————————
OIG1911413 O1G1911411
I I
DH1000017 DH1000017
9 I
02G1911411 8
f goy
i
}
I & %b Ln a I
0 I a a
Fi F•I
3 OIG1008416 7 o A � A 006G2408415(Typ.)
.-I 1-1
ra _ h
—{ — q
rM 11ICNq 2 C> c o 0
� F01 N o 1
1 0 0
3 7
0 2 0 003GI205416 iv �-�6- �j 005pG,IS05417 iv 10
I I
I-
---- ---------------- 9 O
6'-0 11'-0" mi rm 10'-0" 5'-0" 10'-01, _51-011'- 14'-0" —
191-0" 20'-0" 20'-0" 19'-01}
SECONDARY ELEVATION AT F
VP Ref: Shape Name Mayport Project, walls 4 \�
1. THIS DMNING, INCLUDING THE INFMHV T—MENEM,
UNLESS NOTED,, USE 1/2" DIAMETER A-307 BOLTS FOR GIRT LAP, GIRT TO FRAME, Building Code: 97SBC RFAQINS THE PROPERTY OF VP BUILDINGS.
FLANGE BRACE: TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. Live Load: (Not Reducible) 25.00 psf IT IS PROVIDED SOLELY FOA EREQING THE BUILDING SECONDARY ELEVATION AT F
SEE JOB DET DESCRIBED IN THE APPLIG SLE PURCHASE ORDER ANO
1LS FOR BOLT LENGTHS. P Coll. Ld: Gravity 0.00 psf, Uplift 0.00 psf SHALL NOT BE MODIFIED,REPRODCED UOR USED FOR
2. WIND AND FLAN BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND Wind Speed: 110.00 mph ANY OTHER PURPOSE WITHOUAPPROVAL OF VP BUILDINGS.T OR PRIIRITTEN Monmouth Equipment 12/13!199
AFv. PtlCgHICM '0"`
SHOULD BE PRt$pERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. Wind Exposure Factor: C cP.:Twu t SnFATE
REMOVAL OR THE CMTRACTOR AND/OR ERECTOR IS SOLELY Mr Barow
9:56152
AILTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. Ground Snow Load: 0.00 psf RESPONE aSIBLE FOR ACMAATE.GOOD QUALITY NORKPAR 1P LOG`naH
Design Snow Load: 0.00 psf IN ERECTING THIS BUILDING IN CMPONFRNCE WITH THIS Atlantic Beach, Florida
OMNING.DETAILS REFERENCED 3N THIS DRAW}NG, �fPUILDING
Snow Exposure Category 1 1 ALL AFPLIEABLE VP ERECTION Gu}DEH, "OOrcT MR Bart Snow p1N1p'G""`
AMD INDUS BY ST—RDS PERTAINING TO PROPER
YAA FwOp
Seismic Hazard Group: Group I M=[.. INCLUDING THE CORRECT USE OF TEWPORARY
Building Use: Standard Occupancy Structures ■RACING. NTS '°7`'"100904 260 0403 wcvwlON, 1
I-- C:\ProBjram Files\Varco-Pruden\VPCommand\Building Files\WI9918828-010El.vpc 12/14/1999-6:22:48- VP Buildings, Inc. 3200 Players Cub Circle Memphis 38125
Trim Schedule Color Details
Id Kit Qty Parts
_ Match Wall Color WC20A1
Coytiering Schedule Last PaneStart Dim. T1 12'-1" CT Patrician Bronze RC32B1,WC04A1,WCllA1
Panel Increment Direction 0 T2 801-0" EG,PCA
Id Qty Start Panel Left to Right Patrician Bronze WCOIDI,WC04A1
#1 27 W1203426FKEW W1203426FKEW T3 80'-0" BAl Match Wall Color WC20A1
T4 3'-11 CT
DE1,DN1,DS10,DST1 Match Wall Color RC38F1
T5 16'-0" patrician Bronze RC38A1
Ilz�ulation Schedule (InstallLast Rune direc?ncremention as overing)
T6 1 BSI,GGC,MCCI,PRF1
ici Qty Start Run
B1;JK1 27 IB012003604OPS IB012003604OPS
Q1
5
T6
T2 ———————
--------—--
_ ——————————————————-
-------------------- ------- HI
T6 _ --------------
E-
F- wallites
al ---- ——
.— ——————————————————————————————
' HI ------------ --—— . ————
----------- I
I I
Ln
N I
HI
' E•1 #1
Qty=27
� F
1
------------- --I
-———————
__ (27)BLK1
801-01, .
i
C6)VERING ELEVATION AT A
1
Ref: Shape Name = Mayport Project, wall = 2 COVERING ELEVATION AT A
THU MWING,INCWDING THE IHF01MTIDN HEALON.
R JNS THE PROPERTY DF W WILDINW.
Building Code: 97SBC fig,00 psf IT 15 PROVIDED SOLELY FDR ERD=IHG THE WILDING °An' 12/13/19
Live Load: (Not Reducible) lift O.OD psf SNALLLNGI'EE MODIFIED=CABLE FUMAUE oPM"D REPRDWCED OA vIw"°" PY ter,= '01''0i" Monmouth Equipment
{ 1. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, Coll. Ld: Gravity 0.00 psf, ANY OTNFA PuarosE xlTxaor PRIOR xnTTT'Ex Rn. un Lvnaw<R Mr Sart Snow 9:56:52
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. AP"WAL or w WILDINGS.
Wind Speed: 110.00 mph IccA"a Atlantic Beach, Florida
2. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. Wind Exposure Factor: C I.GENEAA{GoH'AACM AND/-ERECT°R I5 sow.Y p BUILDINGS ^'N""'p10LY
3. PRE-DRILLING 1/g" DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS Ground Snow Load: 0.00 psf RESPON5IELL fOR ACCURATE,GOOD gMLm N WITH HI PAaR'* MA Hart Snow vAN.o-Pacn'
NESTED GIRTS, GIRT LAP IN ERECTING TNIA WILDING IN DAIF'OFMANCB WITH THIS P„a
MAY BE REQUIRED AT 11 GAGE GIRTS, YrE �R"' 1 J r✓
LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS Design Snow Load: 0.00 psf AD6L"APP
.,TAyLETAP ERECTION QRDCEIS DRAHING, NertNONE 904 280 0403
Snow Exposure Category 1 AND IH H, SI•ANDAlIDS PERTAINING TO PROPER NTS
Seismic Hazard Group: Group 11 ERECTION. INCWDIMG THE CORRECF USE OF TprpdupY 6:22:53 VP Buildings, Inc. 3200 Players Cl Circle Memphis TN 3812
nc Structures ePAtixG. 12/14/1999
Building Use: Standard Occupg? y
-i 919828-OlOEl.vpc
I.L.— C:\ Program F11es\Varco-Pruden\VPCommand\Building Files\WI9
Trim Schedule
Covering Schedule Id Kit Qty Parts Color Details
' Start Dim. T1 80'-0" EG,PCA Patrician Bronze RC32B1,WC04A1,WC11A1
Id Qty Start Panel Last Panel Increment Direction 75'-0"
F, Left to Right T2 22'-0" BA1 Patrician Bronze WCOIDI,WC04A1
#1 9 W1601626FKEW W1601626FKEW Heft to Right 45'-0" Patrician Bronze WC24A1
#2 3 W01111261KEW W01111261KEW T3 2'-6" DF,JT
Right 36'-0" Patrician Bronze WC24A2
#3 3 W1601626FKEW W1601626FKEW Left to RT9 6'-0" DF,HTS
] eft to Right 24 27'-0" Patrician Bronze WC24A4
#4 3 W01111261KEW W01111261KEW '-0" T5 6'-0" TDFH
#5 6 W1601626FKEW W1601626FKEW Left to Right T6 7'-2" DF,JT Patrician Bronze WC24A1
#6 2 W09051261KEW W09051261KEW
:Left to Right 3'-0" T7 3'-4" DF,HTS Patrician Bronze WC24A2
"'-0
#7 2 W0402426FKEW w04O2426FKEW :Left to Right 3 T8 14'-0" DF,JT Patrician Bronze WC24A1
:Left to Right 0'-0" Patrician Bronze WC24A2
#B 1 W1601626FKEW W1601626FKEW T9 10'-0" DF,HTS
T10 1'-B" BA1 Patrician Bronze WC0IDI,WC04A1
T11 8'-0" BA1 Patrician Bronze WC0IDI,WC04A1
T12 19'-0" BA1 Patrician Bronze WC0IDI,WC04A1
T13 2'-8" BA1 Patrician Bronze WC0IDI,WC04A1
T14 16'-0" DE1,DN1,DS10,DST1 Match Wall Color RC38F1
T15 16'-0" CT Match Wall Color WC20A1
T16 1 BSI,GGC,MCCI,PRF1 Patrician Bronze RC38A1
Insulation hedule (Install in same direction as Covering)
Id Qty tart Run Last Run Increment
BLK1 9 IB017003604OPS IB017003604OPS
BLK2 3 IB003003604OPS IB003003604OPS T1 T16
BLK3 3 T116017003 040PS IB017003604OPS ——————_———— #2
LK4 3 B003003 040PS B003003 040PS E Qt53
LK5 6 B017003 040PS 017003 040PS 1i_t#;__5r
_ —_ I
LK6 2 B010063 040PS B010063 40PS I
LK7 2 B004003 040PS 004003 40PS
LK8 1 B017003 040PS I I I
#6 I I I
Qt -2
I
II #1 __ "I
o #5 a T7 I -Qtyz;,§- I 6. Qty-y i 7 �� E-
#8
Ln Qty=6 H _— � H
H T4 I Co I F I II I
I I
I
M M
� EE I I I I I � iD
T5 I I I I I
H I El
I
: _#7 I
i Qt =2 T12 T13
� I I Tll
T2 IT10 - ------ -- -------------------J --- --I
i—
-- -- --- -------------- -- ----------
(9)BLKI
(3)BLK3 (3)BLK2----+f
BLK8 (2)BLKB (6)BLK5 (3)BLK9 I
� 80'-0"
i
COVERING ELEVATION AT F
j'
i
i
I
i
I
V
V Ref: Shape Name a Mayport Project, Wall - 4
THIS OMWING, INCLDDIHG THE INFDIONTION NLREON, -
Building Code: 97SBC REIWNS THE P"DF vP eulwims. COVERING ELEVATION AT F
1. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, Live Load: (Not Reducible) '25.00 psf IT 1,PRWIDED SOLELY FDR SEECTING THE WILDING
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. lift 0.00 sf SHAIXDEsMBW IN THE APPLIEABLE wac M US`O AHD
Coll. Ld: Gravity0.00 sf, SIkP P My E W MODIFIED REPRDWEED OR DSED FOR "1L°`" Monmouth Equipment °`'" 12/13/199
2. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. P ANY OTHER wVPOSE wTGW[PRIOR NRITTCN M., wx n Pucurxw
3. PRE-DRILLING 1/8" DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS Wind Speed: 110.00 mph APPROVAI.OF VP BUILDINGS. NSrafA Mr Bart SnowVOT
MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP Wind Exposure Factor: C THE GENERAL CONTRACTOR ANWOR ERECTOR IS SOLELY ""` 9:56:52
Ground Snow Load: 0.00 psf HLRPONSIBLE FDR ACCURATE,GOOD wALITY NORaIANSNIP L°01it1°"Atlantic Beach, Florida
I LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS IN ERECTING THIS WILDING 1N caNFoaaxOE WITH THIS Acircle
INGS �"`"� '
1 Design Snow Load: 0.00 psf DIUWING,DETAILS REFERFNGED IN THIS IUUU'ING, P�"''� MR Bart Snow
j Snow Exposure Category : 1 ALL APPLICABLE VP ERECTION GUIDES, u
AND[NWSTRY 9TANWRT PERTAINING E PROPER wV6ADFC 9DQ 260 0403 "� vSeismic Hazard Group: Group 11 ERECf10N. 7NCL11DING THE CORRDCT VEL or TuvoRARY NTS :57VP Buildings, Inc. 3200 Players C1his TN 38125
Building Use: Standard Occu y 12/14 1999
918828-OlOEl.opc
C:\Program Files\Varco-Pruden\VPCommand\Building Files\WI9y