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Main Street 1543 GENERAL ,NOTES BUYER/END USE CU$TOMER RE5PONSI5ILITE5 f 1.1 Fabrication shall be in accordance with U,$.A.'s standard practices in compliance u�th the applicable sections, relating to design requirements 2.1 It is the responsibility of the BUYER/END USE CUSTOMER to obtain appropriate and allowable stresses of the latest edition of the.'AW5 Structural approvals and secure necessar ermits From Ctt , Countg, State, or Welding`Code 0I.1'. U.S-A.'s manufacturing procedures have. been Federal Agencies as required, and to advise/release U,SA. to Fabricate certified by: upon receiving such R.orerencey, Certification numbers 2.2 United :structures dF America's (herearter referred to as U.S.A.) S.S.G.C.1. "9011 standard specifications apply unless stipulated otherwise to the Contract t.C.B.O. FA-327 Documents. U.S.A.'s design, Fabrication, qualltq criterla , standards, practice, methods and tolerances shall govern the work�'with any other U.S.A. interpretations to the contrary notwithstanding, It is tinderstood by both Houston "135 Parties that the BUY5R/END USE CUSTOMER is responsible Far clariFication of ` inclusions or exclusions From the architectural. plans and/or specifications, Indiana (For Beam and Column) M-195623 2.3 In case or discrepancies between U.S.A.'s structural ejeel pians and plans Indiana (For Rigid frame) M-195622 For other trades, U.S.A,'s plans shall govern. (Section. 3 AISC Code or Indiana (For., Straight Column), M-195621 Standard Practices, 9th Edition) AI,g,G, Certification For Metal Buildings , Member MBMA . 2.4 Approval of U.S.A. drawings and calculations indicates that.U.S.A. has correctly Interpreted and applied the Contract Documents. This approval 1.2 MATERIALS ASTM DESIGNATION MINIMUMYIELD ( U. N. constitutes the contractor/owners acceptance of the U.SA.'s design Not Rolled Mill Shapes (122 lbs/Ft) A3ra FY = 42 KSI concepts, assumptions, and loading. (Section 4 AISC, Code and MBMA 3.5.30 !-lot Rolled Mill Shapes (>22 lbs/ft) A36` FY = 36 K51 Structural Steel Plate (Webs/Connections) A512�or A510 FY = 50 K5) 2.5 Once the BUYER/END USE CUSTOMER has signed U.SA,'s Approval Package and -the- Structural Steel Plate (Flanges) A529. FY = 55 KSI project Is released For Fabrication, changes shall be billed to the BUYER/ Cold Formed Light Gage Shapes. A510 FY = 55 KSI END USE CUSTOMER including material, engineering and other costs. An additional Cable Bracing A475-78 Extra Nigh Stretn!oth _ Fee may be charged iF the project must be moved From the Fabrication and Rod Bracing A3 FY = aro KSI shipping schedule. Roof and Wall Sheeting A446;.,A'192 FY 50 , W KiSI . + Machine `Bolts A3@� FY 36 KSi 2.6 The BUYER/END USE CUSTOMER is responsible For overall project coordination. -Alt High Strength Bolts (1/2"0 to 14) A325-N FU = 120 KSI interface, compatibility, and design considerations concerning any materials High strenggth Bolts (1 1/8"0 to 1 1/2"0) A345-N FU 105 K51 not Furnished by U.S.A. and U.S.A.'s steel system are to be considered and Anchor Bolts (iF supplied) A39, : FY = 36 KSI coordinated by the BUYER/END USE CUSTOMER. 5pecIFlc design criteria concerning Pipe A53, GRADE B FY 36 KSI this Interface between materials must be Furnished before release For Fabrication or U,SA.'s assumptions will govern (Section d and Commentary, 1.3 PRIMER AISC Code of Standard Practice, 9th Edition) Shop primer paint to a rust inhibitive primer .whtchmeets the end w Performance of Federal Specification TT-P-636 and Is U.SA.'s Red 2.1 It is the responsibility of the BUYER/END USE CUSTOMER to insure that U.S.A.'s R plans com I with the Iicable requirements or an governing building Oxide color. This paint is not Intended For long term exposure - p p y �p � q y g g 9 to the elements. U.S A, Is not responsible For .any"deter"toratton authorities. The supplying or sealed engineering data and drawings For of the, shop primer paint as a result of improper handling and/orSTIQUC the metal building system does not imply or constitute an agreement O� A' I U� storage. U.S.A. shalt not be responsible For. ang field applied that U.S.A. or its design engineers are acting as the engineer of record paint and/or coatings. (Section (7.5 AISC Code of Standard Practice, or design professional For a construction project. these drawings are 9th Edition) sealed only to certtF9 the design of the structural components Furnished. by U.S.A. 1.4 GALVANIZED O IA COATINGS: DRAWING PACKAGE 28The BUYER/END USE CUSTOMER is responsible for sett(ngof anchor bolts and See Contract Documents erection of steel in accordance with U.5.A.'s "For Construction" drawings 1.5 ALL QQLTSA 1/2"0 x '-1" A2921 EXCEPTs. only. Temporary supports such as guys, braces, ralsework, cribbing or + a) Eave strut connection - 1/2"0 x 0'-1 1/4" '401 other elements required for the eeection operation shall be determined b) Endwall rafter splice - 5/S"O x 0'-1 3/4" A325-N and Furnished and installed by the erector. No Items should be purchased from c) Endwall column to rafter connection - 1/2"fa.'x'm'-1 I/4" A325-N a preliminary set of drawings, including anchor bolts.. Use.only Final d) Main Frame connections - SEE CROSS SECTION JOB # 2.331.3 "FOR CONSTRUCTION DRAWINGS" For this use. (Section I AISC Code of Standard Practice, 9th Edition.) NOTE: Washers are not supplied unless noted, otherwise on drawing BUYER MILL IGAN '4 $ON5 2,Wnited Structures of America is responsible For the design of the anchor bolt to 1.6 A 2 T TI HT IN RE I MENT permit the transfer or Forces between the base plate and the anchor bolt In f Alt high siren th,bolts are A325-N unless s eatFicalt noted otherwise, : �.,! shear, bearing and tension, but Is not responsible For the transfer of anchor bolt g g p y END USE CUSTOMER -•-�Ni�A�. �t r�• Forces to the concrete or the adequacyor the anchor bolt in relation -to the Structural bolts shall be tightened bV the.turn-or-the-nut method in ' accordancerith the 9th Edition AISC ecificatit�n.,For Structural Joints Using ASTM concrete. g BUYER ORDER D E R # Unless otherwise provided in the Order Documents, United Structures of A3Z5. or A49@ Bolts". ,A 25-N bolts ar®.supplied .,For washers s America does not design and Is not responsible For the design, material unless otherwise noted on the.,drawings. c c, r and construction or the Foundation or Foundation embedments. The T h �+T r��r r�► J d B S I t L' J ACK5ONV I L L E� ­FL-',' , FL- *,::' C D U N 1 Y � y'I `•' /"" .L END USE CUSTOMER should assure himself that adequate provisions are made All bolted connections unless noted are 'designed as bearing type connections in the foundation design Far. loads Imposed by column reactions of the building, , with bolt threads not excluded From the shear plane. BASIC BUILDING L FRr- c ,-X 225 -O x i - I : I2 other imposed loads, and bearing capacity or the soll 4and other conditions or the- r. building site, It is recommended that the anchorage and Foundation of the building be 1.7 CL52WRE STERIP6Agg FUSNIHgQ FORA l AT1ON: designed by a Registered Professional Engineer experienced In the design q INSIDE- Under roof panels at eave of sucstructures. (Section AIO MBMA 1986 Low Rise 5uIldln!@ 5ystems Manuall OUTSIDE - Between endwall panels and rake trim TN15 STRUCTURE I-IA5 BEEN DESIGNED IN ACCORDANCE WITI-i THE FOLLOWING A5 INDICATED: r - .Under continuous ridge vent skirts 2.10 Normal erection operations include the corrections or minor mistits by moderate amounts of reaming., chipping, welding or cutting, and the 1.6 ERECTION NOTA ; 'CODE I••-0'4 5 .,' drawing of elements into line through the use or drift pins. Errors Ali .bracing, strapping, s bridging shown and provided l6y__U.S.A. For this building is which cannot be corrected by the Foregoing means or which require required and shall be Instalied,by the erecter as a permanent part or the structure, -,, ❑ U8,4 Standard (l„lBl`''f,4) LL 20 PSF Trlbt;jtary Area Reduction major changes to member configuration are to be reported immediately i' IF additional bracing is required For stab�ilit;y-during erection, it shall be the _ XSE3C6 7k 1 ❑ L L P$F Na+ ( vduction to U.S.A. by the BUYER/END USE CU5TDMER, to enable whoever is responsible erecEor's responsibi Ity to determine the amount or such bracing and to either to correct the error or to approve the most eFFtctent and economic procure and install as neecN-.a ❑ Ground SnOU1 LC7a �cJF ' method of correction to be used by others. (Section"t AISC Code of ❑ U�3c EXPOSURE ❑ B ❑ G ❑ D - O El BC7CA{ :EXPOSURE El B El C (For Load$ Greater than 2O P5F� Standard Practice, 9th Edition) 1-9 EREC I A I ' -OT BY U A 1 2.11 Neither the Fabricator nor the BUYE END USE CUSTOMER will cut, drill or otherwise. ❑ ASCE , EXPOSURE ❑ B ❑ C �i+'� a, C�` _ i'1P1� Importance Factor alter his work, or the work of other t�des, to accommodate other trades, 1,10 SHORTAGES - GOlidtet"a.l F'SF unless such work is clearlIgspecified in the contract documents, UJhenever Any clalms or shortages by'buyer must be made.to U.S.A. within rive (5) ❑ MEZZANINE: � - such work Is specified, t BUYER/END USE CUSTOMER is responsible For Furnishing work(ng days anter. delivery, or such claims will be considered to,have LL P5F DL P5F ❑ CJe15mi( ZQ11e Importance Factor complete Information as to materials, size, location and number of bewn_w8tved by the customer, and disallowed: .. alterations prior to preparation or shop drawings. (Section I AISC Code OTHER of Standard Practice, 9th Edition) 1.11 g�OQeggEGTIONS OR;ERRORS AN97 REPAI&S (MBMA 6.10) 2,12 IUARNING In no case should Aluminized Zinc steel panels be used Calms For correction of alleged misfits will be dl6aiiowec! unless U.S.A. � i � p shall have received prior notice thereof and-allowed reasonable Inspection * Code oF' Latest Issue to be Used Unless Qtherwise Noted, In conjunction with lead or copper. Both lead and copper have harmful or such•mtsFits. The correction of minor misfits by the use of drift For buildings with cranes: Sec? Cro38 56ctlons and/or calculations For loading corrosive eFfecte, on the Aluminized Zinc alloy coating when they are ; pins to draw the components-into line, mbderato amounts- of reaming, in contact with Aluminized Zinc steel panels. Even run-oFF From copper chipping and cutting, and the replacement or minor shortages of material I flashing, wiring, or tubing onto Aluminized Zinc should be avoided. are a normal part or erection and are not subject to claim. 'No part of td.. For alleged misfits without the prior 2.13 SAFETY COMMITMENT_ UNITED STRUCTURES or AMERICA has a commitment he"Building may be returne approval or U.S.A. to manufacture quality building.components that can be safely erected. - However, the saFety commitment and ,job,ette practices of the erector 1.12 EtRECTOR NOTA are beyond the control of U.S.A. Erect steel with piece marks corresponding to location or piece marks on It is strongly recommended that safe working conditions and accident erection drawings. Erect and plumb bays progressively to Insure overall width COVERING l TRM AS INDICATED prevention practices be the top priority of any ,Job site. Local, State, and length is maintained. 26GA USA pBR ❑ White Aluminum Zinc ❑ Fasteners: ❑ 014 x " STS Member i Stitch and Federal safety and health standards should always be Followed to help • �• ❑ 26GA USA R ❑ Wide Mastic ❑ UL90 Cl '12 x W'SDS Member Only W/ ST9 stitch OV gyp- insure worker saFety. Make certain all employees know the safest and ROOF Special Requirements "12 x 1i4"$09 Member Ith Laptek Stitch AR �O t H most productive way of erecting a building. Emergency procedures ❑ 24GA USA "CKuardlan I" SSR 0 White D Aluminum zinc „ : .❑ Clip: ❑ Low ❑ High Thermal Blocks ��Ut�at�� 09 should be known to all employees. Daily meetings highlighting saFety procedures are also recommended. The ❑ 24GA USA "Guardian 11" 55R ❑ UL9rd ❑ Fixed OF loa t Ins ❑Vsj USA ❑ ey OtKvs �C 6 use of hard hats, rubber sole shoes For roor work, proper equipment r handling material, and safety nets where applicable, are recommends 26GA USA ❑ "A" �K"R" Color Fasteners: ❑ 014 x ?" 9T5 Member 4 Stitch iKO $/x$/98 WALL ❑ *12 x 04" SDS Member Only W/ STS Stitch Special Requirements 12 x Imo" 9D5 Member with Laptek Stitch ;. r N411 L I F6, RECEI V ED 14 11/14 �.�" ,Star►dard W/Clutters t Downspout ❑ 5r:andard U1/Eave frim k 0 Base Trim ❑ MFOI 13 • 201 rr : I3 5-•3i-9� TRIM Gutter Downspout Eaye ROOF:-, ` Garner Jamb d Head Base Trim 2 @ 1998 Aw { $/25/g Special Requlrfamenta •City Df Atinntic ��at�t1 f ®niltling aril Zl)tiln t '1%10/93 g Job Num F 10 3/ 9/93 g cvNEET Ll of I � - V � r O l A 225'-0 0/0. STEEL 25'-0 25'-0 25'-0 25'-0 25'-0 25 -0 ZI (TYP.TI-115 BAY) x1 (TYP.T•NIS BAY) x-1 (TYP.TH15 BAY) PURLIN LAP5 2'-3 2'-3 2'-3 2'-3 2'-3 2'-3 2'-3 2'-3 1'-II'2 I'-.11'2 a t ` D5 (TYP) E1 E3 E3 Cl E3 E3 E3 E3 E3 E2 ED a ZI Z3 ` x5 / / Z6 \ Z4 / Z2 dl \ / e x _TXT I x�I I z41 I Z2I I z11 1 Z31 / I zJl \ i I / I I / \ p,GPI i \Ce, I I l l �Gp'/ / z z4 z2 ZI z3 x5 ZI Z3 Z5 f Z6 \ Z4 z2 ' _j A \ / W ' zl z3 \ z5 f x6 \ z4 f x2 � -- — 2 0 0 Z2 Z4 Z6 f \ Z5 , Z3 \ zl f \ f \ Z2 Z4 �� Z6 4I/ \�� Z5 �G�% Z3 zi Z4 x , z5 Z3 xi z2 I ( � Z2 I Z41 i z� I I 1. l / I I 1 Z51 \ \I Z31/ / 1 zi 1 I I \ / / e -4 Z. \ / \ / e Z2 Z4 z6 z5 z3 xl E2 E3 E3 E3 E3 E3 E3 E3 EI D5 (TYP) E ROOF F RAM I NCS PLAN w s.• STANDARD 116" AND "SS" DRAWINGS x 51W SIR SIRN 52 52A 53 54 54A 85 65A 66 51 58 SOA 59A SSR 510 511 512 513 514A 514R 515 916 $11 518 520 920A 621 621A 522 522A 923 624 525 526 521 525A 626R 9 30 530A$31 631A 532 $33 533A 535 536 536A 5365$37 6374, s ' 536 5384, 5388 539 539A 6398 540 640A 641 541A 542 543 644 945 546 641 548 549 650 551 552 553 554 555 556 155-1 GTO OT 658 559 560 561 562 563 564 565 566 551 552 553 .1 -564 " Erect steel with place marks corresponding to location of piece marks on � erection drawings. Erect and plumb bays progressively to Insure overall SS5 $56 957 $98 659 $SI 0 9511 5512 5513 5514 5515 5516 5511 width and length s ma( ined. _ 2 21 h ngt, t r�t.a 5818 5519 95 0 5S 5522 5623 5524 **!;='ANELS rRIM — 15sUE REV. DESCRIPTION DATE DESCRIFTION: E FECT ION "PLAN ROOF-26GA/PBR/AZINC GUTTER-26GA/ MK. G2T1�� _ DESCRIPTION ,MK- QT`r• DESCRIPTION _.__ QT'E'. DESCRIPTI y ;r+ _- TO WALL-'2GA/R ROQF DOUINSPDUT-26GA/ A -1 9,10 M' WALK DOOR(WHITE )W/W8,5T0. H:F60ARE _-- fel f��/t'7/� /C� � CU5 i�'IER: MILLIGAN � 50NS c©t�N t -26GA� E5> NROAT 10'4" v5Nr (A-ZINC )w/ BS, t © FPI=R — -- ullipLOCATION.10 JACKSONVILLE, 1$ YLIGHr x 11`,0 r$oziRnIttE) AM / A -2�aG.A/ G O � II I II O N: J 13 N D -- — BUYER NO.: BASE-266A D 7 I :0 'X 12 0 :FRAMED OPNG. (FOR FWD). x'- — -- UNITInD STRUCTURES OF AMERICA, INC. DRAWING BY DATE CHECK BY RAKE-2�oCaA/ E 2 �0 X 4.0,FRAMED OPNG. (FOR-FAN) S Boat . •. DRAWING-1912 CsN . r+ausror�.7EXA9't'1�39 JOB " NG " ISSUE 281-442-8241 2 33-13 EI OF r SE COVES , 1 2 4 5 9 IO I'-I 2'- 1lir I -3 I -I F14L LUC�T Tom= Vx �-!L3•) _ .r71 c- rv . i 244 Z14 Z14 HI N! NI ZI4 Z27 ..,• Z21 Do zil ' I Z22 ZI4 ZI4 9 8 A f .► +. zl4 Z23 Z20 Z8 r'vz lb cv DO zll �+ � � Z12 X13 i _ ZI4. zl5 Z16 ZI4 ZI�I I Z19 �'' z20 • 6► : - r 12'-10 25,-0 25'-0 25'..0. . i 25'-0 25'-0 25'-@ 25'-0 25'-@ 25'-0 SIDE WALL. ^SHEETS * 24vro'-44 * 2�� .412 � 2�►6'-4 FULL NEIGNT 2�6'-4y ' • 225'-0 O/O STEEL ol ELEVATION � LINE ",�, 10 3 2 '-3 21- �., 2313 \ X29 ZI4 Z14 \ Z14 ` Z14 I - �• � � ZI4 � _ -- NI NI cA X36 z2e 214 ZI4 x x Z14 Z14 ZI4 Z32 z3-1 \ A z38 9 Z35 M z2-1 Z29 % Zt¢ z30 Z31 ' G ' ZI4 Z14 z1q, z32 �' Z33 Z34 �=' z35 cn CCB '-0 II'-0 10'-0 y,-6 '-0 4'-11 10'-0 5'-1 25'-0 25'-0 25'-0. 251.0 25'-0 25'-0 25'-@ 25'-0 1 25'-0 SIDE WALL SHEETS FULL HEIGHT 225'-0 O/O STEEL ELEVATION LINE " ' 16SUE REV. DESCRIPTION DATE DESCRIPTION: ERECTION PLAN CUSTOMER: MILLICxAi*1 SONS JACKSONVILLE'.- FL. • Elio, 6d ® IIIII LOCATION: -, ..• -d �, ' BUYER NO.. UNITED STRtU AMERICA, W NEG BY - U GTURES OF AM ICA INC. DRAWING BY DATE � G K I4312 euscuaI� GH 1Wa3TON 1E?(A517m3a JOB tz LOADS D4WING ' » „ 281-442-8'141 23373 SEE COyf E2 OF M • G B B D E A A E IER IER IER 25jR r' MUM Zd2 Zd3 Zd2. Zd2 Zd5 Zd3 Zd5 Zd5 Z51 - NI 0 � `A Z44 Z43 Zdd Z�td Z50 4 Zd9 yy -� Z43 Z42 1 Z42 Zd6 ``' Z49 20'-0 ?0'-0 20'-0 2d'-0 16 -0 60'-0 O/D $TEEI. 60'-0 0/0 STEEL ELEVATION LINE " l " ELEVATION Q LINE " 10" LEFT ENDWAL L RIGHT ENDWAL L E A A E1 IZ 12 t 1 / 1 ('V `�, N Ln, �/ 1 ; �1 Ill CY fA C`/ = (ni M 1 "1 1 1 1 1 1 / / 1 / C"1 y' 0 A ® 1 1 1 1 1 1 1 dJ 6p (p ' (p cv ty b -b b n n n CJ 6► 0 0 0 A C4 C14 C14 e 0 � ® �A IL SHEETING LINE �� 1 �� MEETING LINE " 1011 ,� ' RIGHT ENDWALL � LEFT- ENDI,U LL 6 1 J . 1 ISSUE REV. DESCRIPTION DATE DESCRIPTION: EIRECTION PLAN ► / `�//6 TOMER: MILLICxAN 4 SONS > i , ,. IIIA LOCATION. JACK50NVILLEF -ISL 1 BUYER NO,: UNITED S3TRliGTURES OF AMERIGA; INC. DRAWING BY DATE CHECK BY . .. ren susc►+o► CSN 9-Ira 98 ,+ ► o+► w 1 rt WOU 03% 281-442-8241 OB 3 M srcrlr ryas 7i J " 233 LOADS D WING SEE covE E3 OF / ,� - A r 1 12 I a �'-(z)� 5'-sad dl. SYMM. r' g'-mrd • 2 PBR' ANEL 5 YLIGNT - r Q ,pB ' PANEL ,APB PANEL ' 4 J 120 m �4 U- _ I f r I 1p n I in i 29 c (6) V0 x 2" A325 BOLTS WITH V PLATES l8) V0 x 2V A325 BOLTS WITH V PLATES JU 4 MOTF. FLANGE BRACES ARE.LOCAtED ONE SIIDE OF FRAME:ONLYfUNLESS NOTED) A I tu I � 4 s I t FIN. FLOOR 3'-2& 53'�� ,`. CLEAR (0011-0 0/0 STEEL CR055 ECT I ON L INES 2 -3 4 ,. ( ISSUE REV. DESCRIPTION DATE DESCRIPTION: ERECTION PLAN : .. GUSTOi�'IER: 1�'ifLLIGAN 4 SONS uk) io t(iioLOCATION t BUYER NO.: UNITED STRUCTURES OF AMERICA, INC, DRAWING BY DATE CHECK BY. �i2 f3U9GNQfJG CcI—I S-I6_9S T eel-aa2-a2a� 23313 WM$TOR TEXAS•1031J JOB " LOADS DRAWING . . - SEE COVER _ OF Roof Steel Lin Endwall Girt 5 r 1" 12" 1211 1.211 IFlan!@e Brace Main Frame , Purlin r I I`Detail"A" " 912" 1a" 912" (x" 9 l ►a" Rei. of {a lAa Req,d) Interior Column Sheeting . . Buildin Co i" Portal &a Building Col 2'-2 (TYP.) Cold Form Cot-ner =� C4 a o 1 40 Column(MK-ECC,_, Frame She-stine clip I o. I MEMBER 5CREW LOCATION Detail"A" End Rafter . o . a 4 lr-IK-CL63: ("Cee or " ") ��C° (ALL MEMBERS EXCEPT A5 NOTED) • o o o . a o 0 f � a(dewa I I Steel. - L lne (4V2% Pk �4 Additional ERECTOR NOTE: Shdewa l l Girt To . a 0, o S(dewa l l A325 Bolts �' Bay Space 12" 12" 12" l4)Bolts Red End Ra rter Girt Endwall Column ( �� �� ( �� ( � a ( � ► 1 Fing. Bra(If Re4d.) ( ) Of Frame ( PORTAL BRACE FRAMING ELEVATION 1 a �' 1 a z -I s 19 �Ref.Cross Section Endwall Steel Llne id *walr (Girt I La ,4s' Re I'd) l" ° °r "amu) First PURLIN LAPS Steel LineI I EaVe Purlin l8 Bolts.Add 2 additional per fing.bre) COLD FORT"1 CORNER COLUMN Ba Dlmen�lon I+7t, frame Endwall Girt Eave Struts Strut INTERIof COLUMN BEARING END FRAME MEMBER 5GREW LOCATION Detail"A" FLUSH ENDWALL (2)3X Main Frame (PEAK PURLIN, SAVE STRUT, AND PANEL END LAPS) Main A325 Bolt Rafter Frame Stitch Screws At Continuous Tape Sealer 10" On Center Vx 3z(Standard) fnh 1"x 3i (Optional) Portal Frame Portal Main Frame r , �-Extended Leg On ` Endwall Girt �o _o: Frame75ECTION" B" Column 'PBR° Panel Only o a; Cable&ace DETAIL "All Rd of la f. Roof la Y Main Frame 2'-2 ( Y ) 2'-2 (TYP.) Hot Rolled Endwa lC -4 miude wasFa � � Roof Panel olumn(MK-Ett1L�. ). Fye Bolt Column Member Screws J. Frame Frame Fiat washer Portal Frame NOTE! a o 0 0 a v o ` ' 0- U_wext-„t o o -- SCREI.l1 PATTERNS SNOT I, • ° Endwa ll Girt L L° Toi w�Of Frame ® _� Continuous Tape Sealer SATISFY UL-90 Additional \\ ERECTOR NOTE: Additional ERECTOR NOTE: (4)Bolts Red (4)Bolts Reqd �, 3s°x 30(Standard) 2" 4"C) F , Brc.(If Regd.l q F�g. Brc.(If Read.), f Frame Endwall Steel L{n End Raf ter t�. �t I x 3S (Optional) Purlin REQUIREMENTS FOR ROOF, Ref.Crass Section Of Frame Ref.Cross Section lot O Be ecified On Order) FURL IN LAPS PURLIN LAPS CABLE BRACE :i. . o ' (8 Bolts;Acid 2 additional per fine.brc.) (8 Bolts:Add 2 additional per Ping.brc) NOT ROLL I�� �NDUJALL COLUMN TO FRAME DETAIL '` ° ° SECTION TNRU PEAK PURLIN AND PANEL END LAP5 - - -- 9 3 4 (LONG GIST CLIP COi*1DITION) " " " �ii u u � II II II II s; NOTE: Use A Backup Plate Under The Hillside Washer DETAIL 5ECTION C PBR AND R PANEL ROOF For Cold Form Members: d Q° Mabey Sa** 'R`Panel 54119K. Member Suers At 6'On Center a Mea�ber Screls " A' At 12"On Centti. At 6'On Center Pop Rive .' Pop Rive La 2" l Tye) Caulk Arid Pop Rivet Gutter Stitch Screws At SECTION TNRU 51'ANDARD SKYLIGHT ROOF PANEL 20° On Center - Tape Sealant Tape Sealant . DownspDU DOwnspOU • 5lcyllght Panel a . Stitch Sams aitch screws Downspout 5tra Doiunspout 5tra At t2'On Center Tape Sealant At 12"On Center 1 ° " Steel Lind R Parcel A Dari-el Field Bend Gutter ��All ROOF,Fare[ "R" PANEL WALL "A" PANEL WALL Tabs into Downspout Downspout M DOWNSPOUT STRAP ATTACHMENT Pop Rive Gutter Strap(1 K-5501) R Panel Corner Trim " „ " (MK-CT011 At d-0 CM Ginter Epi:EG01 Stitch 5G'etu DOII,N5P0UT�TO GUTTER DETAIL Meer Saews At 3'-0° Oil Center For EG02 OUTSIDE CORNER DETAIL ........ At 6"On Gaiter - "sr,: Insulation Trim aI� SECTION"A1 Insulation Trin Pop Rive "R PANEL Inaulatlon (St.OU fSL01) lnsulatton Gutter Must U Noted on Job Order STANDARD SKYLIGHT PANEL INSTALLATION Gutter Eave Strut 12" 12" 12" ` /� Downspout Stra 101 X11 DIY✓" y 2" i0" 2" (1 K-DT__) Field Cut Gutter K! L With X" Pattern " Inside Closure GENEf2,4�L, NOTES Pop Rivet . SECTION Y A" 4" Member Screws 1. ALL BOLTS ARE 1/2" DIA, x 1" MACHINE BOLT$•UNLESS NOTED. Girt At 6" On Center MEMBER 5CREW. LOCATION Detail 1B" Splits (2) Screws Between Base (ALL MEMBER51 (if Req'd) Stitch Screws Member Arid 1'-31 Girt. _� At 6"On Cater Roof Pane (1) Screw Between All Other Members. � ( Panel cap Trim Member Screws ( Wall Panel (rK-Fi02) ( a At 12" on center And (U Screw At All Downspoti D.S. STRAP UJANTITY Member Locations. lMK-DS ) . Base Angle EAVE NEIGH QUANTIT Gutter(MK EG Eave Strut , Stitch Screws '10'-0 2 Outside Closure 4 Stitch 11511 DS.Klckout Finished Floor 12'-0 2 Screws At 24' On Center U1all Panel _ DETAIL !Install W/2 Pop Rlvits or► Ti�ree Sides � '° 14'-0 2 (OPTIONAL) Q p J, ' �; q I6 -0 2 LOW EAVE DETAIL WITH ISSUE REV- DESCRIPTION DATE DESCf21f='TION: ERECTION PLAN IR" PANEL WALL 20'.0 2 ..,, DOWNSPOUT DETAIL AT SHEETED WALL 25'-0 3 SAVE GUTTER (SHEETED SIDEWALL) / �' ,r' V� , CUSTOMER: MILLIGAN 4 SONS ' r it C ON • TIJACKSONVILLE/ . LOCATION:. rL ; BUYER NO.- UNITED O.: N T ERICA, INC. D NECK BY U D STRUCTURES QE AM DRAWING DATE C .9.7 09-I(0-199 HM 7 TEXAS 110313 B DRAWING " LOADS w 8SEE COVER, 1.t�I M JONG 281-442-8241 233-13 ST t ��18rALl AiIQN P1E WALL PANEL , L . Plate headWWII and Jamba cn nal striate(flea)with GIRT SCREWS, 12° O.G. door bide up. install bolts and nuts canecting head to AN. 13e axe that head Is tip to,iambs to Ihat tyle DOOR HEADE 'proper door opening Is obtained HEAD TRIM-D1-1O1 (AnacN uNFtArot)Poi m 1. Install door Leaf In Frame,check for IIS'clearance at W I I Panel +. RIVETS*12'arc) _ -- head and 3/32'clearance at striker Jamb: • Pop Rivets At FA �ftja� i� � 3 Tilt, entre a8 n� t4 floor. DOOR LE Jamb and a Meld` t >rt It required. Member Screw 12 Irl Center a 4. kchgt head and stria Jamb to building structure,floor At 1211 On Center , 6E GT ION "All- and entire frame to panel skins(field out). Install optional threshold anchor It desired Install Jamb extensions(It regVII 5. install lodcset. Install(optional)we Mstrip,head menber nrst. Ad t so"t v !' contacts,door when in Iha t ,� � ,!� Need frim closed posltiaa qo nal torte VNI agafffit door as INS (�"IK-DNQ�U Header END OF GIRT I 1 pill Intertere with ft[a"and will not fgxova the (FIELD CUTT—�`"" T` _ iaeeather seal. I I - 3'-9 GIRT ATTACK WITH (2) MEMBER SCREUro . , (FIELD 'CUT GIRT) aooR J HEADER DETAIL FOR FRAMED OPENINGS DOOR JAMB TRI JAMB. r�POP i�O)CA) JAMB (uR„ PANEL) ("A° PANEL.) SECTION 11511 ` JXE JAMB EXTENSION r cn FIELD GUT FIELD CUT , p IRT t1J c IRT Jamb ) yBy Pop Rivets At I * FIN. FLOOR I— FIN:FLOOR 12" On Center r AS REO'D 30-1AS REO'D. AS REA'D3012�AS'REO'D, FOR FIELD LOCATED WALK DOOR Jamb 'trim UP Panel lMK-DJ013 3'-9.GIRT SUPPLIED ONLY WHEN REQUIRED SY'DESIGN. { R'.:' Panel WALK pool FOR 301 401Or JAMB DETAIL FOS FRAMED OPENINGS � 4 &010 ONLY 4 r w i { I ' ISSUE REv. DESCRIPTION DATE y DESCRIPTION= ERECTION PLAN P/ , : . P .�'.. GUStOMER: MILLIGAN 4 SONS • ► LOCATION, , AT JACKSONVILLEr BUYER NO.: UNITED STRUCTURES OF AMERICA. INC. DRAWING BY DATE CHECK BY � }{"� ; wiz euac►aor 013•-I&-199 • "CuSTOR TEXAS 17039 - - 251-447-8241 013 G SUE233" 3 aEE covE� 5T 2oP2 /' $1DEWALL STEEL LINE o a o o 9 1 t 225'-0 0/0 STEEL �l 25' 0 25'-0 25'-0 251_0 25'-0 25 -0-�,. ._._. 25�-0--- -- ------ - . __ 2�5 _0_ . .. _ - - -- __ ----- •-- 251.0 -5'-1 101 -0 41-11. 3'-0 1,-6 -I'-(0 Ind'-O II'-O 3'-O II'-O "¢ ' • Q 2 4 2 2 2 2 2 2 2 2 2 A 2 2 2 2 2 22 2 2 ,2 2 ,2 2 2 4 2 W22 g (MIN.) 4 ANCHORO = -1 B L E E B BA5E TYPE "A t1 D D D D I T lk SIDEWALL A A A A A A A A 4 2 STEEL LINE G Q w E ry N 3 2 ca 1 ff cn 2 ,4 2 0 0 @ 3W I CAt ,A R 2-1110 ANCHOR BOLTS r* BASE TYPE 11511 ,Ad_ A. A • A A A A A A ENDWALL STEEL LINE E E -cr, E E E E E E w Sl2 2 4' 2 2 22 2 2 22 2 2 2 15 2 22 22 2 B 2 22 A 22 2 H 2 , 2 B 2 22 2 F 2 4 2 F F it 13'-6 I0'__0 i 6 I ro 10 -0 13 6 13 S - 10 0 iGa i2 10 3 0 '5'-2 _, � •�-g 3 0 21 4 9 -0 3 0 ( 0 3 _0 9 -0 3 3 10 0 2-�"o ANCHOR BOLT 25'-0 2'S'-0 25`- 25'_p 25'-0 251 -P> 25'-Q� 25 -0 25'-0 ' 5A5E TYPE licit � ` ANCHOR E30LT SETTING PLAN STEEL LINE b 0 s GUL.. � C� STEEL LINE � WL {� BINATION BASE TRIM --= AND ANGLE 020I 2 GENERAL NOTES: STEEL LINE STEEL LINE fi cA I. Tho Anchor I shown on this drawing.,"locale the Andior Bolts -I i 3 OPNG. WIDTH. , In reference to bo! the Builds Steel Line and the outside of U.S.A.'s FIN. FLOOR Building 2�2 3 2 `� 2 3 FIN. FLOOR at�r.,�.,EgtEra panel recess of I-I/2°. .. United Structures of America is responsible for"the design of the anchor DL + LL � � 1 2 bolt to permit the transfer of forces between tho base plate and the 3 6 K 3.rea K 25 K V= 5.5 K `'' anchor bolt in shear, bearing, and tension, but Is not responsible for the , �_ _ 4 • ` 4 • ' 3 OPNG, WIDTH transfer of anchoe bolt forces to the concrete.or the adequacy cP the �' . anchor bolt in rotation to"the concrete. DL + WL Y= "1.0 K •� •�. RAMP Unless otherwise provided:'In then Order Documents, United Structures of (IF REQ D) America does not design ano. to not responslble� for the deafen,, material, 4.2 IC 51 K i 9 K 1.9, K H= 5.0 K 4 ; , a l ��� and construction cf the foundation,or roundatton embedments,�The prd nee 2-12 ANCHOR BOLTCJ Uaa Customer should assure himself that ae;tequ�ate provlslons are made 2,12 ANCI-IOR BOLTS in the roundation,dosign for loads imposed by column reacttona of the 1 building, other impooed loads, and bearing capacity of the soil and MAX. E.W. COLUMN REACTION AT BEARING'r "All i i 11511 1 t i "Ell t t t t other conditions of the bulidtng site. PORTAL FRAME REACTION SRAGED BAY REACTION ��"CT �ON � SACT �ON B S GT �ON � B A5E TYPE BAS[ TYPE D It Is recommended tl-+ t the anchorage and foundation of the building Lr�'J� .4I / be deafened by''a Registered !'roroes Iona 1,Eng ineer experienced to the � 'moi design or such structures. (Section AIO M5MA 1986 Low Rise Building Systems Manual) NOTE: $HEAR At4GLE6 AND/OR ANCHIOR r Bottom or all Base. Plates are at the same elevation. (UNLESS NOTED) T11=S ARE NOT PURNISHED BY tl.SA. LINE 2-9 L INE 2.9 LOAFING AXIS N ANCHOR BOLT' DE TA i L Pd s�-t�aoL DIA. QTY L G T PROJ. ISSUE RES. DESCRIPTION DATE 4 DESCRIPTION: ANCHOR BOLT SETTING LOADING AXIS H Y Y . 5 A3@�uMru117-1 - I I/�a 1 O --GONSTRUGTiON z •,s � DL+LL A 1.4 13.6 DEAD LOAD A 1.1 ' 2.4 L A4 � In �'�� CUSTOMER: MILLIGAN � SONS T D L+L L E -1.4 113.6 DEAD LOAD E -1.1 2.4 r A5It s/s" 16 t -2 3 2 a JAGKSONv I L L�; FL SW ER 15,0 ° LOCATION:DL+UJL L A -9.�0 --13.9 (BY u.g.A.� A�Cx 3r4" �d t'»�,�.. 3.. 3.. �� � , D L+L L nDL+WL ti �H+ F.1+ H+ DL+LULL : E 1,6 —9.0 Ey y IF-all3 -----i. t2� - A f 1/s" 1I 11 1' BUYER NO.: l t�10 IV+ DL+UJLR A -1.8 -9.0 A8 I" 2' 2'r 3" 3° 3" UNITED 5TRtJCTURE5 OF AMERICA, INC. RAWiNG BY DATE CHECK 131� DAT / Y V V DL+WLR E 9.6 -13.9 ASTM « A36 NUT A10 11/4 2'-4' v 31' 411 41' 1-MSTMTEXAS 11039 JOB " LOADS DRAWING " ISSUE 281-442-8241 ANCHOR BOLTS f BY OTHERS ) Ala i Ira" 2,��,� 4., 4„ 4„ 23313 5EE °LI" FI OF '1 0 1 1 N S 85�05 QD 'a"3Z u 3115 dz.1' 0 15 30 90 ------ II G/PAPHIC SEAL£ /N fFEI• c i/SrING 1 �TC'h'r L[:�> HUGAIED l I STORY CORIIUCA1ED 1 I a V -- MC IAL 8;J,L0/NC _ - ' - METAL BUILDING METAL BUILDING �1.r� ,l 4.1 i �~ ..(. U,(r..l la • i r.r [ur K,]w, COMMUNIL'A 116NS I ...+ TOWER PARCEL I . I I , / w Isaw + • I,JO U' NOTE A0011101V/AL IMPROVEMENTS SITUAIED HEREON ARE NOT SH014N ON Tw5'SURVEY. SEE FILE NO. LG-•839 J x w 20' EASEMENT FOR INGRESS AND EG SS TO COMMUNICA TIONS TOWER PARCEL (1 -14) P , 1 ' spgcn c PURPOSE SURV�h'Y' Tl� SHOW rAihi/l.�rtMFH l T l 1 ,pal (,,. PF1AD ry PAJ C) ._- DO �� ► cc 12") rr>s1 X r 1 1J ' � ��_ Tv ,a' re hic lnforn)atiaLL 0n a Parcel of laud situated in a Part of r.c (1 r>J �; •� � ` Uu5alGoverr�Counl,jLOF'loridacticJ(I 17, Township 2 South, I��Lnee �:� East, (12.1 (1.122) r.G (um) ,IJ.$d EXIS TING ASPHALTvel (n.o11 (►1.17J hze�, A] rlAl r Avtue:rl PAVEMENT irr ar ruct .. r34 tC E� flf Illy) eP }ri 93� l �i'#'aj ,r�pTO fr�isl 1 1 I $ 4 .'GN4RL"IE W711,I� 5o I .d yi! µglx I S 111. SM Id I I � nsit el I d4 , b EXISTING BUILDING . �' ('AV11 EXISTING I�U1LDlNL rl` 'I I I � • t 340 41 1 J Sd.O' �1 �i .-•eJ � I LM i r _�._ �... in (1ze) ►a l,zf) r re (rlr � __ x -- - ,, �— . .- CQ (� !11 4, Id 11:/11 f ro 17U tl p E LK (xv �.�. r— C'�/0� r.Nf(El rN' Itl0)_.` rd. ,:J, r/ �•' I I 1 rr Q S-a F ,. yrPE5' r J r� n ✓.t „v✓ Q S Inv (rl rs�l `:► i I I Fr EXISTING STORMWATER MANAGEMENT FACILITY LLI re ,Ia! f,l, (r 1) 110(r.4) WK MN lay Z HAMW 1Q 1 f(idp) Q ""occn.lw !:M y Ir 1 I IC V) L k (a JY' C � I d rr, - -- - -- ---^ ^ _tea.� '1' :�� ?L��/ l•'l. r 1'�I _. ._ ... A ----- ^ 7 A � I I Ir ;,r--• � cfS LA "'lY. �)Ql Z cm �i _ �UCrr, iow _ 47 i o I o ltio. I � a. f AS BL/l4 T A4 ri ti�`n'TI W CV S/lE; 9B lb,R7-S FFF>fl'LA/?Y !] 15r9�1 (`S O.RwS) W.P.P�' F/£L!l ST/1K� h£W Billt:J/NC ENVEL(�'f. 9$-16 47-2, SGPT 2d; 199,1 SANPAR-Rw5 I 1 LAKE dS-d'(/1LT (Ak-W PLW7MW) .98-16,(?-J S£Pr 23 /9s�., SANPAR.RwS 1 I un4 �S II fCAk$ iriE :lfe+Aii ArID TI,C l7f,lu11M1 GA1 EG SCI [Y' A rk-MIDA LICE'-,CD SL*.[1Clft AND MAPPER, THIS DRAVI-G-ShCTCH, I a] leo >>wl r1all ,rrn, Fie Na ca xcvJ LEGEND PA TF J JO 98 h ,.>`�_ .4]L ' veaea u o 5t1eC�rC pKJ 52.vF+vinoin�rr r ,tiyyonJc nhrr whir, ,r �vrArr �l the Pryvrry p LWWAFS ar,a�(a Kuaw(nr SCALE 1 , ,l fArrufAane aAvrrr A'wf (Isar rrA.r la u a Cw,lal uo'$ L•wJwhi S,,r,�ey PVrur,L A41lKrIJ 1-,•--. [11tM7.rr�7y Am" ] yy y� ,,(w f�/i?. 1 , , C^)AncK Nrrlkw Detwn G//A.?A ,N,:r.0 a I,V,IJ . V �A3'GW.''„ �'`J11r'�.afSC�: '"9 [1h tJlor R» r I. dy Audre pbtlnp cvJJ, Me Nr�cv+r(r snor.r nrrrwr rrr, •rlAn .'mre 1 lS darn on tM feawal lmrrpr,C) Ar...,.r/,r,r.nl 4$+We, ,lfN 4 1 au:.+•I.y r,•w of :rr.r mwKs rhw Ali IMA0 /7r-c I, y A. 11 4 �'o., A p rn fhxxr irsrran" Rate Iryu (FJ R u 1 Carurrwrrry-P,rrr,wrno« 1 j�U."1-p,v/ d i uc Av CoJ (Orr FMo R /�' p ry r _ .V,fv Rr,-ed atJle-rww L1plcrgS pans wr I" /V G .�0�,O�/, W ��/. l�� 1 11 .S 4*V#"JMr,r4r nJ/e4 Ory R VlA0 o/the Pw.•M "I nlok Ao JP'W eN .:, *Vt&* U �, _--- ------- x -__,.•,-----•-..._. . x - _ �. -•-•--"---- x ----•-•-- ,^ Py slate er CopwwrWrd 4jWu)0u A.,, nat 0~ arl.•r,vrr,r wnJ Ory usdd(r re.,..Jrnp RICHARD A. MILt.E R aL ASSOCIATES T (rr.f IAve*Om Y not the re.yoa 041hty a/Me w+ar,yn,d PRiY-£55.r.WAL LAAO 5;rAII YWS 1� 6 /Aw moy(H RestrrC4b'u or rosomm+tr a/R*6"erww►:ed ey htm a.wnMa6an mut MJV. (IQ6D) 1� a Aaw not v" Shorn hre+n 6AJ1 af4CH &W, .51Y.�•If" Ecu ;W14 rir-�r31/ T4hw#'jN/1i11i rNAr uAr df uSELr w /To5 S+wl£y uCXSL1YIkL� gLYt,DI 17116 rw (Pal) f1r-Ill/ sort rad " I_ Lc— 'IJ{wf191 __ P�7! PrmO,wrl t'crrinr sou r [ ewnrrJ 51 t�rrar nei s ro cw/r r wr nu nwv'r g e hw +1�+.rv,���r's' PRM P+wrn,a•rrrl RvArwn�r Lcvrw>•.rr/ yv pnO]r..rrr,.�r rYtP u,h[( MAM,r,qw Yr Afc++IR7 ip�rj. 1�'/l.,v�4 R.L.S %'r Jrwrv.>clArc ,,SIMM II r N u C. Pw,l u!C✓wt rr { 4:n.X,e tii AC/A.ntr KNWsr + N,>ti w wr a •` '0[Zbt Pall o/I�y�f'J ! C,7u 1711.�cvry IR.w..wy rnM / N AA,wM IIrK GYM7G NfILAWI!p P Pain of Cuwt�n ,{7Y, iaa•r /r.,r.+en,r• Jf;CaW, 4A,P.RC PO,ill o/In wiocPard Aiscs rwY f17lrl of #01'fe[lrc.n (Fu.Jof llvv M" "s (A L E Y Y R 0 A D .r1(A r,,urwr Rlc'roAR A. L�X S 9uwd B�oA l n as . rLAAap SlW('>:Yci9, _RBIl9 PJ Payr .�- r,, ! C,n11fa1.Anpry rµ. CR, 6ui'au%Y rtr.7ttr:ltin L,ne c LiYin Pp♦ r . fvrr/ 6u.tw'rrrn/ r,c CGrr:r,11 - - FltG- NO. L u--3-J9(A ) FIELD SOCK : PAGE .' 7- --- _.__ __ _ _ - --- _-- vtr; �. - i 1 1 1 N 1 V414 x x 7R x xi 703 �, r i COAAW s it AV rtrr E)n7W 1 SWY COPRUCAIED 1 STORY CQRRL/MTEp MCM AMLOW0 METAL BUILDIMC METAL StAtDING 16 T.F. Rp.-(M 40 I r.r. U"K Pa Mp A •• r.r. a fir.K I*6m n COAMAMIICA nIONS TONER PARCEL i •, Ab do �F l- moo• raao' � loao' w - + • t ♦ = �` -- x - NOTA: A _ _ -- _ T_ _ _ DID�I1ANAt. �!A#ARONEAIENTS � 977JA750 hVWON AW NOT SHOW �` J �,.• ON ftS "WY SEE FkE NO. LG-839 � � ti`s I� 1 + l %Q x 64 x x r x --- 94 94 � 20' EASEMENT FOR INGRESS AND TO CONAWANCA BONS TrpilER PARCEL !yr•I) (res 018) ; I�r ► ❑ r`gl ❑ r `" P. r e�� rg' , PAC P g1 'Y TO MVw 2.1►-. , .a ! cc za v \ (10) Mf�API r � „m ��,� C ( ri) \ Topographic Information on a Parcel of land situated in a Part of � ,+` 1 .� Government Lot 4, Section 17, Townablp 2 South, Range 29 lust, (: Duval County, Florida. EXISTING � hz[c (rt2;l [.c. (►s$ (rS2I (►�I'�r \ vAvEMENr l`y, �+y frr.W !►9stJ (rzl�J ASPwlkr vA1�71�•Hr nzv�r (I�iYJ (fff3j II K A r. 1 r r s3J Par a ewr .. )aG ' : c1< �a. [ ` II F I 1 "X sww rn"M 4r I _ ___._ • CQMLWTE StOfMfALKM 0-1419 _ _ • -- 156-9 i " EXISTING BUILDING n I EVS1WG BUILDING (12.7) z i56 3' l I w.p.op r - a!s) 223.J' -- UL 02.3) rJ. 01o)' t ra /ItI) La ir2. � ir14� , r2.J1 FID r) 0 J-8' P.V 4 PrPES / J _ N. ,wV (r r.ass NYV (B� - _r— M NPV (rr.el EXIS PING S TORMWA TER T,9 % _ 5 m (t r 7s z ti l MANAGEMEN r rACILif rr I ,,) ►— rI Fc (res) /►. A64RCK 24Q actC l► r r99/Mo E w (I a) 1 C. Q I• ala') _ _ F. (ay) LAj 34' N 85?05'00" W i_..._._.._ ._ _ - 38 03' n � s' I -4a. C) II 1 I I } I I I l i I I V I I _y .era � RECEIVEDZ I 11 r TFB 2 3 19" I 'I 3 I � City of Atlantic Beach I K I Building and Zoning Ln I1 I I AS BUIL T N£W POR77GW CK .5J X fib-1647--A fF$O?JARY 19, 15W9 (SrIMO.RwS) i Lo SrA F a£w&1X0AVG EN 101E 98-1647-2. SEPI" 24 1994 SANDARRw5 wr" 11 I LAA'£ AS-BUILT�I11rW PLyPAdVf 915-164<7-3, S�Pr, 24 1998, S*WW..Rw5 it UNL SS IT THE S T %ND T (G RA A 19A LICENSED UPVEYW AMD MAPPER. THIS p2AYiNG•41f[TCM. 1 �O4 rl 1 TES I n x t 0w•,n9r or ew.Fd an Pw./aw.Awn+y ey e+r LEGEND O11F 3 I 2 >his At c 3MMOW PrAfAM-%WWr to wr A owrpa E &4VINW&J" on P�'r s1 Ms A'4 wtX 0 aYA w err m W ,5L^44 1 vA rPr J E7o. w Floor► OW(ISO).w r to V.S wrM ars iaw0ft ARMW&*ft r--,r q�� „'ug IVa. I s aor air ,-flo aF arM el,o fa!G rax at 1A71) I � By GYgarrk Pw�I aar/P +�A'p+'y!'ar+vrr n�wwrrr AM •rlYwr lawn X" � �r+!r� A� F,a9t �' 1 a.U' as JAarwr crr ON Filoww d0wP ICI t AParrrl rAiA A AW~AWW Armww%v AM P. Prep-cr.t nwwr tiwwaMarL��eJprwn+.�tr- MV#Avow FJmn-aril e xrjw % __..—_._ _... -- ---- p � � 25 7. 16� I - " - ,ra, �►«rrrFd AAr: +NT/� X L�nia a�r+r air � ,• • x . J N C)5?C�5 DO W ` 3 l.YrA W ~WW 40&g myoatA- 0 AAs P~�e..rwl.wf ar aNMMaY Par (,,.r 1- ay stop. ar aor.wm"w9rW AppwA r• *W,wt"a .►s arAtw+M4� ►r RICHARD A. 'NOTES ' ��,� �• •` 6 �M IIWGfletians ar 6arMnwhh a/��d lNilfwrerr// MMN awAr�lrohq� Nbf g1�lr'XSAig1f14 L+MA7 � INV (r0.60) AqH.•st bewn s4aMn AwrMer+. y d)iyJ aAGfL7t a![11x. 7?7-3T'Jd Ion (10.f) _ _w i kof 21-1_ Aa MATXMV$ MAT MAr At'USED AiV Ma-%ffWY JApI'SENIICL� Tt �, � ��&I 12M r dLApf PVC r-T i� L R , VIV 1 49 P wrnrarMrrr Cannes A"IS gn�r an is ry �M41 Ac" Pw►na+.nt A►Aw.na►I/exnwn/ �Mrk A. wrrry v r2C. Halt or av r y' P a9l D� �► Nr - P rf Pour GI T r A.r.✓. cores . Q R C PEAL 0/MNrnn Ar olarr am _'�1�r •'F� • , P,p�LPOW rsr wrtwy"`� � ) ma � py�Lrrpb p�1 pr -a L R v Y R O A D o�kDaror � n= AnrAoa*�AoDAr•""F•p�,ad a1ltaPFL.Ao na, B� RpfiAehh�r LAre Inc rina�i F/FLO 800w GACE . . FELE �vQ -839(A� a ._.__._.. __ I I _.. _ _....._.... 4 7 F N "ryo I 1 I N 1 _ i 1 144 ^_�. __.._. _ -- x - x x _ x SS 5' I 2a0, 1 I ` o U I SMF N` r EXISTING 1 STOR Y CORRUGA TLD I ��' o s 1 5 MR 1' GOANGtGA TO � METAL BUILDING --- `- �_ -- METAL BUILDING $ METAL MWJW40 ' r 0.[v.,le la> I t.t EIEv -<r100f i r a(1,p1340 .. COMMUNICA TIONS TOWER PARCEL I 53 C 1TQd' 150.0' Mac' I � i (- • ' ; ' . � ~ ,+ r NGTE A001770NAL IMPROVEMENTS - - SI TI.UA TED HEREON ARE NOT SHOW _. ON THIS SURVEY. SEE FILL' NO. LG-6.39 � 1 i cart 1 OWN I --- a; 20' EASEMENT FOR INGRESS AND E SS E., - +�� TO CaMMUNICA TIONS TOWER PARCEL (' (1a-J) rrsU 0111 cow L1tbEF r..�...._...r l 1 ,�� P >t EY ftso) I— WLX PAD �________ t�. 4021," w Mo rEC PIN) \ (1161 I rNa.'Pwr 1pLM Topographic Information on a Parcel of laid situated in a Part of I I (r..[5) C (r 77) �n Government Lot 4, Section 17, rownship 2 South, Range 28 beat, (1214 Duval County, Florida. EXISTING r1jEC. (11.12) •EC (1252) (r JM (al) \ \ 1 I I ASPHAL r ,1�,1 rti� (,,02) ) Ate+*' )'ALfWN1 P \ �. (222, nse.) :zp, rr�ib)PAVENENT G (( �� (+a.7e)' 1�)[ c1 rJ4lJ 1 it I J 3w(TJWJ 3w comrRry 1r41LK N I I t I I � 225 X QJ U cF.n e�Cv. 18,t,e� h121 EXISTING BUILDING I 02.7) I _ � r2 3) ,723 J• / I IkP v.i•� 1 15C,8• ...... ra (ra s) re (128), � ,.. f.�r1f) d) £.M'. (a S) FNt�0) EII[ ([O)_ rIt 12 J) ,I II i N. AVV ><^ Q " PYC PI KS wv. zzz EXISTING STORMWATER �_ O Q ` -- S wN , 'tib 1+1� �r MANAGEMENT FACILI rY 1 I C re (}151 i fLD)r r) AMD !r 9) F^ Eff 110) r[ 12.1) � II CI. Mwr ' I �AtA1K,iM aS, NM� Q M 51 � I �' ��) OC f, t W G EW (ALO Lai LL. (126 I ^moi'------------------ N r.1 N 85?0.5'00" W G� �i _. .. :381.03_ . _... x I�- I 1 I O Iz. i i x 1 RECEIVED FEB 2 3 1999 _ x Q) x Ml � ` City of Atlantic Beach Q) Building and Zoning 0 1 i I As bm r MEM'I✓1Gwoov or s)K w-1647--4 f1�awARY 19, 1999 (34w--Rw5) i wr P L� S�am �� 647-J,MSfPT 24 ism SEPT 24 JSP�P Rw5 I 1, IT TF[ A R. TIA LICENNI 9WrCY1 M� KVM, TWS MWIWh2KC CN. NOTES r elw•rrq,wv A"dw�. ,�W Av. w► to-+W LEGEND DAM' T nl�r u o Sqw +►A• ► p a�aiear a»I�o rr.r m"W sme I &%Wft&W*Mnrn r+w ey,90)�.wr MAM aft a'N•R Aa►�rra' x--V aNAW�r „q9 Mp AUMA 1 Mw AI►rlYlYr/wMYr.' X7I 1r/� X IM11a1!!!t AR1/I►p� e• R x __—__—__ .___ x ---_._._ .___ ___ x _-__- N 85. 05 00 W 25 7. 16 x ..oev,r�r)..lerwc •Trr+ + .r.wr ►.r.l ... a, Inr+rwr !l��r►� `�� `a&'w woo,SNP orr opl rwMOW o/ .i�.r ftm rwrw"�. - «� v RICHARD "� RTES NNv (10.60) i. .,MW w MriM Nb�.�rMa&W.rr"~*r a*A.mr�i~ "W 4� � �f� #Orr (10,6) � __�'�L4f ff�.__ .�W WW *Ar A1WY aF 4WW M AM�Y YMO1 1� ft rr ry' !M.ACK P.V NYV. -- I 4 Al." PWrwrlMwl J%hf AWAW awr /[rMrr War-* z AW L B v r R o A D 'ter" p��- `"ra P ` QB Gr+ LII�Mywpw+4 R,/,. �j AYibrlt'MEIe LIM =40*1 R r F/£LO BOOK PACE ` 4� rna� n NO. .. f I I I � t S r N e ' i � -------- -- -— - - x ----- x J- g o5� OD's' _ 7 F, -15'a o•; - -- a `► T 55.CSd5' � �A�" ' a r S. 179.8' r 1-e-- I 200' r 0 1s ja ao £xis Mc r s raR r caFtRUGA rED6WAAW X"hV Al"� s r STORr CRUC,A TED v = Mf IAL �G I METAL BWLDOVG --� �i WrAL SULOWG j F F (y(y,•f f t W r.F Citi.•/s 3 ra - - , - A + r r [u+r..l���in I COWAUMCA n01VS / •■■ T0JWR PARM ' r Af 13Q D' • ram' L, T • s �. L L, a • Dyl �l ��� l� � � 1 ■� � 7 1 } NOTE, ADDI nONAL IhOPROWWEN TS SJTUATED HEREON AJIE NOT 5t400N L• �i OIV THIS SURVEY. SEE FELE NO. LG-839 °l r � E L c 20' EASEMENT FOUR INGRESS AND E S TO;OMMMICA TIONS TOMER PARCEL - - - - - - - - - - -- - - - - -- - Die errfP. t l4 rSTV w SuRviry Ea +r -►wE n1 ,Wr ;� Topographic Information on a Parcel of land situated in a Part of c r � Government Lot 4, p Rana� {1j.j4 `1 , Section 17, Township 2 South, a 28 East, EXISTING �}� �� n2Ec (:an) E.G (02.Wrr`• (,5r�1 ` I Duval Caun ty, Florida. ASPHALT Lit L`a {1r.t� {rtu) 1za4 AsPHAL*PAYfWw PA*WAIT (r f3) 1 ra. 02 78) O. 5yim 3;¢ (yes {114) l i (111] P. EXISTING BUILDING 91 C EXISTING BUILDING (r2»c F.tE V. !3.f.oT etsr) Z (F-G. EtE.s. 19-So] i 1 •5G R' _ -- re (12-5) fJ (12 3 11 1211 ra ,r2 J --- r----v-r---r— ! r--�� (&8) E.M (&J) ^ T OW {a 44 N WV a E XIS TING STORAIIWA TER / Q 5 avv MANAGEMENT FAGU 1Y 1 O re ?2 1) l r r�rar Ett r- ) E0 ra 0) yMCy+11 r!�!/ I U� OCiCi� r, 1� i Z � r ( E! ;7) i0 ra,,(tt vl I i N 54 8� oc� w Y �� 381. 03' ; l ?o� - - --- --- , X /rr Jza yl i i if u1 i � i Il > � 1i l k ! o s t el", x •'f rr N a i Y N N 3 R I I 14 RECEIVED :t FEB Z 3 1999 o ; City of Atlantic Beach Building and Zoning 06 Q) s AS aur T ALrW P6Wnew Or SM AW-1047-4 AMWAWY 1.9 fAV rSAMM 5) rcPr AVW SMOtT ALM'fit"AW 40VIEZWE Sid-1647--2 .Sa°T, 1t 7V .S,t~Rw5 a', ;l rT of AAE AS- T(A�.'M'flA41IpYJ W-t8Wo a F1 rim 0MMjr& 47-4 n�r�Ltd satverae �a�a wwcR, r►r:s srwr+w,fxcrrx x f NOTES ,. aro byr a..baw4 an p nftw S,awv by a&sa�m �(sr;*�.e,wo Wl-") LEGEND GVt 1F .T j rns 41 a s�astr ftml�ctslC sraticr to anar sir n Pre�wrry 0 ANVW en�arr.sw.rorr 5C f f S E�►wt/aus aba0 0-0rs(1S C)i t& fa U S Liar aFd F.das r—x AMS 41YC7C — S Gaaefrbtc 1h!lc0r llvhvn a/rg9lt (ivG Y.R of rfV) 4 sy 6 WWW PbtdhY OWA bb P+MOW{) 0-0080/W~ Arr ~zwdw IV' JrMabr ar O1r iadad l wC �f Mr+rpr'+q'Maraprr+rN Aprrcy(s:E.rt.•t,! wry fxaad/rrwrarcv * wriE/g0v�-- - .P.'C: '� RAV - - s F►,er o a fMoe Awavar torr run(f r.,tr}Lans,+rr ryry-�rw.r Monbw tXbrs-AGvr O n 1� ► - a, --- x --- - - x --- N 85?05'00" 1N 2571,6' ti �[T%T 3 Lw f w 0#W"**ftv&g ark,Part M of ebr Pal searMW bwr aYarrw ar ftwa v by Staft or wv&vwas*M Af~*% her nor Iam AV"~asd dv Mj"t�'..ww+,P RICHARD A. r 1ATES ,----- ��, rm WAWP r not b?ra of n+r M44b"WWd WV. (to.aal 8 A4w„�br AIr**#a a x & of AMeao,I:OWrea►by wr a.a oaaysn trod �vu tAW �r IFS�>�__ A.not barn adorn"V" d71Jr aGCyv a 1�. 111-3734 _r__ 6CAd[ cif 71OV5 Rrf r MA r aye 00 iv AlIr,9'-4t4rwr .blCA'"�I f R J 111-12JW NW CEPNIFAM AMOWWAEW ?VIP= �-- � P.KC . kVY. .. r i9 pa"M 00 CAVOW Arb,r PlAbdwwcr A%ftrewl N AWE S �y je W w�7Yn t.r . rzG M a* IV= r' A&W • L Jr v r R o .s , a ' . iv�,AMaM.a Ire. FIELD 6th : PAar : Jt-IJ 1 r �[�[i�1 � 8JY�A}