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Mealy Drive 310 Revisions By :wX�!- xl,.caEovE Wikoxrorr: - " Lnnalry M1 aPrloLe LacEmg ' n- PIF palm Lrd d e n� 1,N 5= - a �.n �•r' F. 20 TKlnIFq'�.''--' `•c Y'1l• ie,�a' - a o ..i// ..' ^.. ��I.��'+f. ///"••�f� 1 hP.! r �� 1'T.�P•.. '? .11]u � � .,y ...fid ,r.�r Cours.. �I7H T ULLO Hr F- ''GO A eT ? :AJ' �.•rs2 . ap = Sel,a Ma/ina E V .IS 4 y �Llut� N •1 P A �'v. g b�t:K•' N �` soa y aGl/ rr TA`' CEPA 17, _ l I 5. XCALT ZEa7 S' H T M1CST". .rw. Y LE.• -. c:•R�c L � It H y � 7' '9.f-."�' � •• 14 - s UU• ! HU %N t1'_Si ,. �v 5T '- ro :r tiVA HE Ir Eiyj _� W ,TH ICH 1TH sr E HA �. d� _ sT 1 4 grJ'�sltR��•-i1 L J � rr n(Fz R F.' � S7' iLFZ' LLUB S f��^21�' 11�-•f�_ - 'Sr REGF r,DR TH 5�'p ZE�•.0 :Th' 71V .r •�C r� • ,r Y � -SABa L, � LN F ^- 0 iiH �' r/,rafF F[' Cn 011 ° 1 SS Jf Ors 6f<. ( 99 ----yyam� U _ 67. cs�`( G!' R R74H H Y m :� r• A('�7� +;-•{. LLI •�R^rC ( iH177 fl Y`! WC m lT Inll Ijl(lI it]H `?' ') �' ;p Ary. Q / / ,hC- • r' `A r � YECi11A � +. = ,�`' �� tl•nl. ` (" 111' ( .gquuy.,w. \ sry• � ( 1rH -_:VALLA HO 4 a At .- ' t f �' ,"ify.. 57 y ?4 yW c, W q °6 IWCn+ 1 —1 `�� 0.h5iU DIVANT �:R�7 W P Id or q H ATLANTIC sr AV OR 0 W t• Krl ODD Waw LEIAG I{ Tom^ r wyTv SIF ? '^BO0CEqAGA 71p �a T p OHANG" N 5I�Y AA/r7ASSW- A44 IV/ './OLE p � G E sr •�., Q 4 F'c r` � o�F"up5 0� w Ju (r3.Bim) x w s nH FrnOOoao A o Hs rov E4.- �./NV. =(9.13) 5. IN V {1/. /N✓.=(9-04) VICINITY MAP a DRIVE 3.79) (140) B'P✓ 3 3) Z 0 MEALY _ _ SCALE : 1" 2000' p Q 8 PV G - � ♦ R= 60-000 A= 48.53' LOT s (i2. o) J V p= 4C2o'4f T- 25.68' cc Z_ CH.= N 6EF09'35" E 47.22' n3•z) '"' O (n CURVE DATA Z \ (i 3.h0)E P B�Nc �tilAR!! >-Ro ° '00" E (//•7) 169.26' 8 ZWN 8841�4. N LAU a LLIWAree 2.Z M�TE,P (ie.z) O O f M N N (1z. ¢) LOT -7 (,z.C-) B) Ciz.4) Cir- N 0) NJ- (.Q LOT -7 (a CD o OR rn Cf) No µ F C- (d w w -- a) LL G7 T .. .F.a (lz. 5) (I2.5) C (y (d a C � Clz.3) 02, 0) (Cd _Q LL U C Q 0 C ' o C U I` WCIO (D IIA C . C cu W (17 5) ro02.19) U (12./) L0715 O U) c W I o o O Ad CD ((( &A a Cr— LOT LOT 9 0 0 o U 131) C �r o �-� v0 coM - O r Z - ) LOT 4 dos (,2.6) (/2.0) Q� G - 07.5) (/z. �) 0 215.00 S 8 915'0 0" W °�`^�'► �/ 'A,P,PROVELD </z 3) LOT (12•z) CiTY OF ATLANTIC BEACH E;UILC)iNC OFFICE i0iAY I ! 1j'8 j Date 3-10-$9 Building and Zoning Scale .off _ 2 0' Drawn L.J.L. Nares 7o�o��gv�/r�a� 11V,&'0.Q"4r101V S110WA/ �QE oREP�J��O eY Pic vA pp q ifi/it t nF fJ55O� 9-47-,5,-3-3-,99 Job A/o. 2796 Checked By /EEO 800 60 PG'S. 71-73, Job 89-018 >< ' Sheet t F _ Of Sheets t I ____ _.__ _ ... n Revisions By A I N •• q ' �_- ti �..IST ..,.• ADP FUEL tw. O ISLANp/•7AIQK6 M,PER J. r A - wMT. EownlETZ 3.25•�`l 1... v i• a !_ r---r. 1 �7 _1 '1 ST ST N - - 6T 1500 T •• �� C l �. ____�y - �• T ATLANTIC J i _ - W _- Poa' BEACH X15T SAN. N1 .H ` _ Q TOP C 13 .84 W _ M a Gh it i. i3', y,. ,w+y°' •;r. IJ,1 Ih1 w. POLE IJ.© ) \ BENCH MARK I _ F ATLANTIC Mor, SY r- . 4.•'� �Y `y NV, E , 1 3) C,06 NAIL. II J POWEP, _ Z a. — E .S r.►.�.v.�. e , u r�r, 4,, ,��n •,���_��'� ^'� U a — ��� �� �r�� �, VICINITY MAP a ~" MEALY DRIVE_ - _ --^ _ 51 �- --_ 4�M I sS SCALE : 1" 2000' --- p _ 7 LOT S , v� ♦i 61 V 2� X L 0 \ ` n� r Z �� 16 9.2 6'' �z. L07 8 �,2�1 Z LIJ m� .� N 8 8°41 0 0 .-E w H 2 CURVE DATA Ln LID a Q R=: 60.00' A= 48,53' 4d'20'41" T= 256$ �_�•` �.�Ih, P� ❑ CH.=, N 66c09'35" E 47.22' C,v� �,�if' `� kl k co ? . E�CrST. WA-rFi METEF� (>J 11' SSP �S@10x20' = Cn0' Ir 30' S' p U N 7 Q ON 4P LOT -T 1 \2� CO r� c9 �' T c• �� LOG. SIDEWALK , <r cD AD to IST©�AC�E A�l- TO BE CL L�\2ED AND C�F�UBt�� ; C3 Wp • 0 CV OFFICP- _-- c _ C •MPAG•� TO 95% MAx. D��1S1`�- Y � � TENTION BASIN �� - C CL (D (S� Sl-1T 3 Z LL OF 3) cu t k!n:• C ■ • cn N L OT �a c 2 ro LO 0 LL. I r' Ca' Co 5GE'NERAL NOTES: �' -J it C • SHOP LD ,i'r ^� o 1 . ) Boundary Survey by Donn Boatwright. Land Surveyors : Topographical Survey �r U �rw x .G / by Richard A. Miller, ?A Associates (642-8337) . ro a) i 2.) Contractor to verify all dimensions and offsets for building construction (0with Architectural plan ;prior to construction. cd W 9 3 � 3. ) Site to be cleared, grubbed and compacted to a degree to a l 1 ow parking of Ic >_ vehicles and equipment. Clearing and grading ext Int shall include Lot. 9, C C U LOT 5 adjacent to the pro,lect. O �v ,2 t W 4 . ) Contractor shall not commence work on utility connecti :�ns ti�ithout prior U) U p� x notice to the Cit of Atlantic Beach . 48 l-iour s not i fi cat.i on i required D � m O before any lines are connected to the existing utility systems . iM y r� 5. ) Contractor to coordinate with City of Atlantic Beach for water taps, meters _r_- cn LOT 3 p C and sewer connections. Meter box to be installed by Contractor. Q C CANOPY I FSE CENT\Ol�l SWAL >�/ Cf) 6. ) Existing utilities shown on these plans are approxirnate only . It shall c%) r of CSE!~ SHS. 3 OF 3) v �- be the Contractor' s responsibility to locate and verify in the field, the o O horizontal and vertical locations of all utilities whether shown or not. m Z1 4 25 1p� 7. ) Contractor to verify points of connection for water and sewer s,�rvices r I { / I -� ��� -� r. with Architectural drawings. 30 5o (0 1 0 O ' LOT 4 a ,-_ - _J II� 5• , a 0 1 A 6) --- - J 'CITY OF ATLANTIC BEACH PLANNING 3 ZONING OFFIC8 1 r I mom _ - -- S 8915'00" W 215.00 5, �— I . l L OT Date fy 3-1069 Scale 1" = 20' LOT c>)(oWN>=D BY SAME OWN>~1Z) I CONST�UC� FUEL PUMP ISLANd ; C(DN11=-:>MzUCT 2'�5 ' x 2S CO CRR `�� r��b TO E LC E.D ANO GRUE3�ED Ll~ G�,7 1 A}\1D LC)CATlO1 J -`� BF FUEL. -TAMC STC>�AC�I� A �A Drawn L.J.L. UNSER T1 115 GONT�AGT AND COQi=IRM�C� PY OvAlNAF k--,-ICC)NT1zAC.TC7l� FOOTED Dr=SIC-�,N CONT�1t�1Mt�NT Checked By USED A-=1 S�"O�AC AREA WALL Da`=, t�1 A�-Ir� C&I RETE z THICKNESS DESIGN BY �OT4I�FzS Job 89-018 a x Sheet y 2 U Cc Cc I a Of 3 Sheets � . a Revisions By 1� - „Is (tx < ADP PVMT.,FUEL 1{ fr�i wnLOAEc.I.•; � _ rr L. Ep \e snairti I �:` r ,,.�'?Fr,i I 1'7L.AMT?/TAAII<1i P•S J• •A vire Lard �� �. ; 9 0 -' y T� +� Y FIE pW1-4 r{ 3•Z0.89 L. "--lo Parr l.e C nb= 1 y y .'',"y 'd 'w• fyy _ zA ST .. ` r .r e0,W I I _ ar _ sena n•aIf—ina - E EE rw'v.iy ,L+ -Cr,C4 -7fCaun,ry c . ta � o A � •• c �i�r,�+il,\.:4 CEZ.S t 'iM}. .' .•. HlLy F- ac+. j�'_ 7 H D y N .n s z RJ w t: H Tnry�TPPl f.4^ltej_tel-:/YYi ••a Y. v W _ Y TTH Sr EJT F:i` y it - 3 Si 1V ' '�' 'j` � f���� )rH r A RE rryJ d s s U .l1 Sr r �� d:'S � 7LFZCLUB Tv ,SIF • Q / x `` , errs ,� .. - F ."sr ^a FUF t.UP R si+.v" E an rSwiri h REC�RA�E AND GRASS t MUl_G1---1 EXI�.T i _<`eA`' '" G . 5. • 77i, :f5• Z �lr 5WAI E "'� ORAIi�I POSITING s.`r�sr . i�fls / Ax�5l cDFiM NA Hrr'J ` y ITR TO', FU VECUI,ARO 4.'s •Ir'rr. ZI,' ST w TOP C►3 .84 to AR F. a x ' K1\/ Q. /� U W I�Y W C J�C)4� \ - r4`'+STU E Ahr :r.. / r '` BENCH MARK R ATLANTIC n sr I N 1( I, J 1 / o- r a m r aCE MM 00 Wow lEANG T ti 0 F CnOd NAIL IKI POWER POLE Baron r .y o "3a ORANGE Y 1 IN U. S . Cg 1 1� \ 1 1 N.C�V.p. c'IIEgZusr NE L) a Q ELE.0 C 4.5 a nR crw000 RU 5 J Z ,�� `,V, FPVC , VICINITY MAP z Q MEALY DRIVE_ o - SCALE . 1 2000 ❑ 2� C0r�5T 4�0(�O CAH LF OF 2 ,, C�FzASs�� RST NT 1 bN LL Q 16) �,3 ,WALE w/�} '. l S1DC SLOPG�� ~ O U�\C1 A � �2 LOT 8 �� Z dJ N 88°41'00" E z 1fi9.2r 6�. . . ��.►••• � 2 Z � ; :'�•. ice. -- ••fir r••w��• � �i CURVE DATA Al 4�2461 R= 60.00' A= 48.53' W Q I ❑�— `����-�.�� .. `�Yi•. �. �', ..•,C, -�. •n• .D. PrP �n O = 46)201419' T= 2 513$ 121 2 gip. ,J�: 2 ' CH.= N 6619'35" E 47.22' ` . 'f—F< MSTe • rf.. -' ''' cS. . • Acs �THIGK �O 1 1 G� M 0*4 �. :�.• i4�/ • I T /: p' f C!J r T �A11�1 �Ir} • t9 • �:+ h . . ,�. .�, c.r GCZAf7E O LOT 7 �' c` a) I_O c` GOt�S-T�UGT Cn" _C-41C K C) • r COtiLC�CET DRIv��AY p OR : �. V AM C7 PAFz1Cl N& N ti rn ( :5000041 P 5.1 •) V �. C (D cid (o. 14 AC.) � U) GRADING AND DRAINAGE NOTES: CM (D • N r� A2E A C�a2AC cf, /4'•1 51D� SLOPS ���' - --► C �,, � � � .'i�� � _, - ��� •f,; - ' �-O� � f! 1 .) Boundary Survey by Donn Boatwright, Land Surveyors; Topographical Survey �..I � •� I i datum by Richard A. Miller & Associates (642-8337) . p ca l PROPOSED r. ,� p 2. ) Contractor to verify all dimensions and offsets for building construction LL -a with Architectural plan prior to construction. 6 CIO ° _. T_ : is gU l l_D 111 C� N - "t c, 11 • •C _j I r r C�FzADG TO OfZA1 2. 3 ) confoll rmeweth CatalofgAtlanticstructures Beachnaequireme�ts�asin construction to aw o U 4.) Contractor is responsible for providing the correct backfilling procedures a for the fill beneath the building in accordance with building and con- c • 1 :, co struction practices. a' • '' : w • � : ' - :r, 2 ��, 5.) Contractor is responsible for obti nai ng permits to work in the Right-Of- C Way of Mealy Road and Mealy Drive from the City of Atlantic Beach Public err W C) CL • ` Works Department. _ rJ . ti I r,�r7, `� •a� LOTS cd.� 2 �• O •� � 6.) Detenti on basin for parking area to be fully sodded with 4:1 side slo ; pes Ll1 landscaping will be acceptable provided it does not impede drainage 4. •.... .. r . * capacity. Pea gravel may be provided at base of concrete flume to v O • ::, : �� - �-� --.�-� --L, � O minimize erosion. �V a� A N to 7.) Retention system area must be constructed in accordance with St. Johns x • F n . :•,�' `! :Q c�, River Water Management District permit. During construction silt screen/ LOT 9 © a: .`; •_ : . .. .--:,•. •.J4. -: barriers must be laced over overflow flume to eliminate mi nate si l tate on/blockage. -j p cn LOT TO gE cL1=A2�n aRt 0 N 8.) Owner will own and maintain detention/retention facilities in accordance f�' a:•..;.•:.. O ❑ t-:':`;• : �::; r:; with S.J .R.W.M.D. permit and Chapter 40C-42 requirements. m -- AMID G12 U BP��D AS PAzT O. _ .-2?5 ' m :• _ 2 Engineer no later than fifteen (15) days prior _r Cot�lT2AC,T : . :� : ACS At��A 9. Owner/Contractor to notify E g r c:�F H 15 Z -� DF2Al i�.a ) y 1"T. to anticipated completion of sitework to allow for preparation ot ee rtn _ - �:�'t� •.pi� I .;; 444Cno SQ p p i h S.J.R.W.M.D. requirements. r :.r. C1 tion basin as-built in accordance w t LO mom` \ 12.0 . ,•.\; I D< Ila.O 2' �2 • `Z 1. �' TH1CK COI�ICRET>✓ PNMT. Lrt' _ • Sit • • • • ��- ... ... .. . .._.�. �. ... 215.0 0' (3000 PS.I. C�28DA'CS) �• S 8915'00" W DoT LEGEND o5 2 1 -10-69 I I I = 111= 111 I I Y lll�1 L — �- EKIS-T. Sr_7T �1_G�/A`1flo 1 Date 3 I11_Ill 111=III-111 11 I� II _ 1 1 I` I 25' x 2S' FuC_L_- TAMK 13.00 PROP SPGF" ELEVA7,10m Scale 1" = 20' COMPAGT�D SU13-C�FzA1�E C0�1 TAIN►n>`1.IT AR EA 12 .75^ PROP, COr.TOUR @ 95 1% MAX. DE1.1S1TY (F. FL. ELEV. Drawn L.J.L. DE-SIGN3 SY bTH�tizS -� FLOW AFZCZOW S SEWALK Checked By ID W z haDT f~ ° GONSTF2UCT101�1 J011.1T5 TO r3E P PP.V!~M�t�aT Job $9-•018 a P LACE17 IN 110,CONG . PVM`T. AVERY 200 SQ. �T. ''•: J.'. :;. PF�OP COi�lCF;�T� Sheet 3 U DF�Al1�,C� TYP, PAVEMENT SECTIOSECTION° •••�•••��+ DIVI D Of � Sheets W X W Q rm }� �yv+�s ..._ _.. " � �}''yrp "7A+'" �f � � 7 ,3 'T ' -V 2,,a t t 4 �.k y' rr [ $ v� ✓ rr �.t �' '� t b> p � �(� s a } w a �4 }z r �� a�y �� r k �1 �� r ° `" �r t # 11 , �ry p ""p eft r ¢ s x , x. rs } as t a a r a ��� e �� r syt3�xti`��, �� � ✓ >m +rti � ,f '` '� s� }t� �'`� � J� k� ;�. �" � �� .w r+ t y+ L [!ti s ,ri5 } ,�, ,a y �, •. } + �' s s k .� r , a n «° te ' �S 41 t oft IN � � � � f� �ax s „r'`'s� 1��� .� v}+� �v` � F �h� � °, �` ���� l � rir � � � "! d w� � t� �'�,ra'�Y d�,'•� } �l n 4 4- 1/ 4 r � 2e14_ 1/ 4 t cc fD r b�3 sr a r r a 1t � i I I r TEACTI oU .�,.�I R.9 s " � 4` �fi� 'QESCR I PT I,OR SUP ORT HOR I! � r " DE L U Y 9 S I I I I I ^ .� �w .. ! © 4r QW+ WMD D 1 7 }4Q � 1%51 s '` . , 2t 1 �E�Q + W 2 1! 35i � }77, AU C3 P It bp, LD I CV I I I I Cil , r az I�Q � s prat s� t i �a �; x �rM t, L *lb$1V ;4 �1 ,� lRb 4IV' �c�5`° I N *,Kt } i? 7y 4 R 7 QTY D�SCR I PT i OAPROJELT M I 'ffl 5C d+" 00 ,# �?6X24t � 80 �x �T a r a rc H�" i /BOLa + �x ��, �* "" �► "- +r� — w �aMv or 7-•- ""' - 1 !! t -r -1 .� 1f I S rr K •n r s �i ti f__ y;® ax� k { wY y� �� b H I-� ►4 O , r � ® H ! �. N \ r ** � :W, t rw F s ' tila�f, `kri �' ' Y � ,,y b � 1 0- 0/ 24 20- 0/16 25 0- 0/10 r � � S 0/1Q 30 0— 0/16 p} Fv` ► � 9 10 1/ 4 r C" �` y "'ap p f ' !x t 0 4 Grp F s is �s c ? y � �� Q 3/ 4 1 r ^ es * r t< 130 0- 0/16 It 1 r a xt r 14 7n,d�S� �'' NOTE ALL T � AIL D I MENS I ONS FOR, OPENINGS NGS ARE FROA STEED, LINE , DETA T L © DETAIL El OETA 11. ED SBS 89-04-107 47 cQ 3 0/16 `E + 3 0/1 3 0/16 3 0/16 1w I4 0/16 2 1/ 2 1 0/�6 g, t J 2 0/16 DWALL DWALL IDEWALL ' r A s °� r w a r M s as i � TEEL L E TEEL LINE EEL LI EEL LINE �� 4 12 USE 2 50X 8 USE 2 A85 24 USE 2 5X24 USE 4 AD �a24 S a 4 1 {z!3 c � 4Y fil , `{., pI 11 N. bETAIL 50 X 00 *N11 E 441g�1110N� b C, p r aIs� tC5 �t ILL t SIpGWA � � � � � ,, r a' IY1��Y 11 193t ! � N34, >� > Y A APPbR0vE0 n , T u rr E ti sl F CITY OF ATLANTIC BEACH � BUIDDINC OF"FICr s as ' q �jn Building and Zoning ' " Y r I9OJ " a �� G � RY Y " s ICS A� �{�b� y ' r "MAk m 0 t7 i ( 1� Ilk- �4 01 g AlitM�,'i � 7 Ail LL ri �! 1 �� w� ."1 ! r * fr '� f p r 3 r" al( y r4 t '17y + F� W G r 8 Y- 3/ 4 > . F_ 6 ' 7- 3/ 4 2 4- 1/ 4 ._ -w_ _ ._. _ 1 An ' CD f--,C ..j `\ .O 4 0 -- O 7 F 1�-- J0j, r Ln 2 REACTION E K I PS a 11 OI ! DESCRIPTION SUPPORT HORIZ VERT v 4 1 DEAD + LIVE 1 -3.79 10..49 1 DEAD + LIVE 2 3.79 10.49 z 2 DEAD + WIND 1 7.46 -13.51 � CQ ] 4 0 2 DEAD + WIND 2 1 .35 -7.77 ca I I I I I CD CSI I ' o `'W(ND COLUMN co tiEsCRlPTia SUPpOI,T rqTjl'c"Mr IoM(K-FT) - I WINp l0 wT f �5 a .oaLn 9.59 Y 19 ,. I d _ NO`Tt: rD0-r1 klQS PaR WIND COL,tt MLAST B Cc 01 0 QTY DESCRIPTION PROJECTION '• SSC add M I I I I I �m ua j. �, 20 qB r,aX 14 .5L iA t i1 12 A0 33X24 2.00 40 A@. 5X24 .. 2.50. In �� d-' /BOLT PROJECTION - 4sySS0 W + I�s H H 14'_ C) H' �I ltm cv 14 '-O'er r 1 ' 0- O/L6 _ 24 0- 0/16 25 ' 0- 0/16 25 ' 0- 0/16 25 ' 0- 0/16 30 ' 0- 0/16 0 lj9 '10- 1/ 4 4 1 3/ 43Z 4 `. .-.. -ti._,...r..... ---« ....--.......,rt..l-.....^ +.rw..... —Tom-•-- --- _ L.--r-_..._•—.- -- .n.+ L.. y ,t v .. *•. . p - I / '/ CD 4 4- 1/4 __ _.__ ._. w._ ____. ._.__ .. . _ . . _ -_-__ ___ IIil1�--1 moi► " 0`..1I1 '''� „ I.A 8 ' - 3/ 4 130 0•- 0/16 • 5 rt' t Z sr a � � t If�rr '� , • x f ti 4 k 11 1 � f Sf,`p� }rL•y't x . 'lc �v I \ ..97A;1 y ♦ "7 I NOTE: ALL TAIL DIMENSIONS FOR OPENINGS ARE FROA STEEL LINE '_ r� W DETAIL © DETAIL © DETAIL M SBS 69-04-10 DETA IL-9— co J 0/16 + a ((77�� -•s 3 IU/1 iia 7 a ,..y. x '�3 �M st '^Ail 1�� � ..4''rd 3 0/16 3 0/16 ? TIITB_BUILATNG METSORr � I � 1 ��QEE�5 rr + + +• -}- •: ��,S�AI�A.ARDF BUILDING COD ,a'1 "tHE'MBMA 2 1/ 2 12 0/16 • 4 0/16 2 0/16 DWALL QWALL I DEWALL - TEEL L I NE TEEL L I A-TEEL LINE TEEL L E F1 USE 2 .50X 8 USE 2 AB.757 24 USE 2 Y5X24 USE 4 A8.7524 Q y cn c r s� ,I� _0 CHOR B 0 LT p SrX i30'X 20'bE r .{ + + M— + ISIONS BY1 x 12,E SIDE WALL STEEL !~INECRY ti} USE S Ab .175 1I 24 :. APPROVED MAY 11 1989 CITY OF ATLANTIC BEACH BUILDING OFFICE � y Building and Zoning Date -21 + Scale l�dlE L Drawn Job 0 n I., ZSR Sheet,, I z Of Sheets k Imo? CIO01) LLJ CDw �.� rY' 10 1010 10 PURLINS 10 QUANTITY 26 ' !- 1/ 2 2?" 3- 1/ 2 2'� ' 3- 1/ 2 2Z ' 3- 1/ 2 , 31 ' 1- 1/ 2 LENGTH 822.5 4 822.5 4 BZ2.5 6 BZ2.5 2 BZ2.5 2 DESCRIPTION bi 24 11- 1/ z �24 '�11- 1/ 2 24 '11 - 1! 2 24E11- 1/ 2 29 '1E- 1/ 2 SAVE STRUTS: 8035 14 _J Q r.� LLLL. y H • n o0 Ln ON LL 3� LD o a, o� 7 H i _ CD o t . 24 '11- 1/ 2 24 '11- �� 1/ 2 24 2 24 '11- 1/ 2 29 '11- 1/ e2 CAVE STRUTS: BC35 14 Q ' N 25 ' 0- 0/1625 ' 0= 0/16 25 ' 0- 0/16 � 25 ' 0- 0/16 130 ' 0- 0/16 RE BOLTS'PER " • SBS 89-04-10 >E CEPTIDN.= ENDWALL, ;REQUIRES -,2 BOLTS PER 4� d CONIVECTIO ' t ' > TNxS B[tLLDxNQ MEETS q '°EXCEDSv Lij (/`.!7 AUILDINC� MBMk GOI?E POR,; % . co N REVISIONS BY ROOF FR V1 6 P Sd y 130'g 2a' 4,;,. x Date ScaleU � Drawn , iL .lob r � Sheet, CC Of Sheets may/ 3 SIDEWALL FRAMING PLAN SIDEWALL AT A SIDEWALL GIRTS 3 3 34 3 5 3 OUANT I TYCD 1 2 31 r. 1 1// 2 6 LENGTH by .�� � co S�'� .5 6 t Z3 . 5 .le DESCRIPTION �► I L coCDr� OPEN a !!I 1 r- ` , , �^ ow � N LU LA— .. ....- 14 ' 0 - 0/16 14 ' 0- 0/16 14 ' 0- 0/16 OWA DWA OWA -Ao 0- 0/16 6 0/16 0/16 r S I DEWALL .ATB ` SIDEWALL GIRTS 6 :3 5 3 4 3 3 3 2 , :: :,, 1 �ENGTHTY 27 3— 1/ 2 e a : 31 11 1 / 2 � 8 . 5 DESCRIPTION r ` gZ33 .5 2 Z Y.• CD rf OFFN 1 W 1 r o �y cn LUcn wL cnz 14 0- 0/16 14 ' 0- 0/16 ;Ar OWA OWA TH EXCET�S. .THS $TANAARD gllIAING s.,COA `ANIS: REVISIONS BY '' TklE31!�MA CADS PQR'�L,a a,�„1� .c: 84 ' 6- 0/,L61 .... SBS 89-0114- 107 1 f 5-6, x 130 'x 2v' IF Date 47 . , Scale '```{E^ ' Drawn-. -B.-RAY A , ) Joh 0 LLJ V C Sheet \ � Of � Sheets x f • F , oc T 1.. j x� i,cit } �y)' M1y p AB a r rr WSX 15" x ` 12 DESCRIPTION ; v,•i� KY'ls r,yF Y; 4 CD .,fix yr Irty r r , V Y.' J a f• } s fit ENDWALL G I RTS 5 + ; 1 2 3 3 4 QUANTITY 12 ' 9 - 9/16 19 ' 3 - 1 / 2 12 9 - 9/ 16 LENGTH BZ25 16 BZ25 14 8225 16 DESCRIPTION a ¢ i ENDWALL AT FRAME LINE 6 ENDWALL COLUMNS DESCRIPTION LOCATION W Rs 1 r . 4, F ( N. .A B A 11 All i I CDr}rr tis ■ fAf.. rp . t V ; esryw W ap r,i7 W w.i ENDWALL G I RTS 6 2 1 QUANTITY 13 9 - 1 / 2 19 ' 3 - 1 / 2 13 ' 9 - 1/ 2 LENGTH � BZ25 14 BZ25 16 DESCRIPTION � �• � F °�8Z25 16 • , ' THI5i BU �n�NG` �!fEB�S CiR;r E7�C�EItS� : ' � C ''�HF' �TA�IDARU, BUxIrDIIZG, GQ�� an+•+r 'r ,: . �''`+ ENDWALL AT FRAME LINE SBS 89 -04 - 107 THS`MHMA con>u Fort'►�.p,�I„�'., � 2 oAAINGk I {> ENDWALL COLUANS ` r REVISIONS DESCRIPTION LOCATIONPA f qk 1 W*8 2 t `x ? 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