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Permit 65 Donner Road
r �1 d , G g B C , D A A D 2ER 2ER IER� IER . 1ER IER — 1 X34 Z35 Z34 � X34 Z35 Z34 Z33 - --, Z32 Z32 Z32 Z33 Z32 Y r m Z32 X33 X32 Z32 X33 X32 U U ul rn t W W W MA ORY MA5 RY - (NO r BY USA) (NOT BY SA) ' d 19'_9 20'-0 ' 5'_O 5'-m rag'-& O/O 5TEEL rag'-ro O/O STEEL"., L CATION LIN �li �� _ ELEVATION s LINE E LEFT ENDWALL RIG PT ENDWALL D A 12 1'-0 LAP 12 1'-0 LAP I I I N lPI "NI N LIQ CD N In (� N LII -1 N (D LIQ N CiJ Ln M ' iV !I� N ll1 r 1 11 1 1 m lP N lP N T T 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 co i� co c� a� a� o� g e� (P o� co co c� i� a� a� U 0 ap a� a� ca N h N CW N N N 3 3 3 3 ' Ilill SPEETING '4 LINE 11111 S�#��TINC� LINA - - - - . r y -LEFT ENDWALL RIG- PT ENDWALL 1 y ' QRS 155LJE REV. DE5GRIPTION DATE �q� DESCRIPTION: ERECTION PLAN A. P1 PERMIT 4A5. � CUSTOMER: MILLIGAN A 50N CONST:, INC. • yL, LOCATION: ATLANTIC BEACH, FL BUYER NO.: LARR"r WAL514AW UNITES STRUGTUf�ES OF AMERICA, INC, DRAWING f3Y DATE CHECK BY DATE P912 BUSCWCX4 BA"1 , 4/4/OO HOJSTGN,rFcA3 1103g LOADS DRAWING- " 155UE 251-442-8241 , . 25633 ZEF Gow �.,, f r . . '� +r' R 6` a � rti i - r 6 p _.. .. , n -. .. - - sx { ` r.a y � }: y .. - _ - - sr. L r 1 k - > rary r 1 'r° r t r 1 }„ . r. t .% _a I^ ` I . ,. ' • _ " - y , . a, �' y: ' ' .. .$ t dG. - ti 4 ,4 t:•°: .. . .. - ;v . A - .. "�: i' _ .7 . ♦ �.c :1 i ,'� J y y Ir 4M"' } 1 -2r V-21i 4'-9� 29'-IO►� '_ 1 ., , . � f , 2g�-Im�a 4'-' 4'-5 ' po 4'-S 4'-`� _ , 4'-9j «. ; r1 4'-9 4 -9 1 �-c k m r� , r Imo, 2 4 -.I ,► t "� r`. .., P 4•'-9% 0 h ,w 4' - — 'pBR' ANSI t ! 5'.O� IL -2S f 1 15iV p f•1EL 2 � ��,�" , GANOPY 11'-@ , . Yl.►G -. - 2 �LI[s�41' I@ Z 1 r Is'-_ _ _ _ �" 1 Bye ANEf~ 4 �,pBR� pANEh 3 _,F,BR, . AN " - - , .1.1 . f pBR - - . • K"� . ,.T,": - s , '� .. - I ~0.T 4✓ : .k, r ' y'�.f . 1 .. ._. _. _ _ r _..-... _ _ .- r . r7 L }�L E r ,� I 14 I a ,� 'l VI' r I ,, f . , I 14 . X61 1�s `x 2" A325' BOLTS I I "� �i* s I f V CONNECTION 1 ) . I �m�■ , -- , 23 , 'f . 6J - -- � T `# 'R' SOFFIT PANEL. - ,- CS) r�a 21i1� A325 BOL S t _ �V CONNECTION R-1 I . / , ., . r ) X111® x 2," A325 BoLT1 I ' FB-& " GONNEGTION FI?) . . _ FB-8 �« .., . _ I _ 4 s wt I P I .. ,� _ p ? }t °, . i . 4 Imo, . ' .. . FLANGE BRAGES ARE LOCATED ONE I r y w, SIDE OF FRAME ONL Y.(UNLESS NOTED) (� r ; s ►t1 v . , ' -, J - y - - - . I . . _ - . q wI i ,. :A,. . ,_ _ v." _ - � I d ao U . . ',. , :I Q �y � I (L . , � I `A o I � 4 (V 1 �B. J 14 -f u I :.�. _ r � i tu . . FB-3 - { �I >n ; • _ -� 1 %_ d, - • . . I � Ar r r.' } �`5r�, k i.:r• f ;: .. a .. yiM,' . r f 1 K I �. 5 � FIN. 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T' ., x !,i "� ... .. •. ,: � •.J ,��R 1... ,.;.4• � 6 ie1K 1a 't�i� - �. .i.e • �i w.". •' '..., s, r :' ��� � .x. t ''.t' .y,h '4 1.x 6• h .r- ¢ 1['� �7 :k ".67€1.' n I }6 x.94, Y ,. ��P t r r 1, r x, d o ro a r d =a ] '1 . - 7 !' y • � k..[ *,'. ,.L 'n f S+ e+,' a aV .. •, .'; -:, a ll - , s. :h•'. rr: r ,.kOF . ,� �.-Yy ..... � ,r:. .._. _.. .. � _ .. 'a. � .pet-N-1 _ 'Y: +'' LL Channels �r `r .. q s .. ... .i Ben slid nd a(l Cx rt , . E w ( a Gd Riva! . , . _. , . Pop Bluets t I. - .- t k;� Blind Rivets lL Y 12" On Ginter Side �� . i ,,: , r� tilh 1. . 4 • Panel �"Gtevle Pip Guide s. `s �-•. „ . eF aF is 4- I: ' . . - Slide •Vot Nddle titter Arm = Rad '; 3 0_ a HEAgER Pi , ,,w _ - - y Bird Screen Ang a alta a ''a e •'.,., ; :. 1..Y(TX Brackets p o,. :. w: i. ' -,> Bracket _i rI . aaddra Strap ,° ". 'kM Garner MEMBER VOt a"Clovis Pim ^� �m;?� '` �GQlcl orrrl' cv SCREWS Brkt. .k M R a 12"ON CENTER - T' I 4 cl•'sin riE Frame Go tum __ECC ) _ r , r n(MIC;E 5 d r ;, � -m ad to r ;: f , }, . . 0 4! Sheetln Clip I Q O QIV, operator 0114 al - 1R i. - -" D , "[' -optional singly twit`chain • r �c• c - (MIS-CL&) - QAMPER A55E��_._ . o 0 POOR HEAD TRIM ->same direction as pivot bracket 5ADI7L STRAP: opetat A t;"cas dam 5ldewa l l Steel (p�10{) ASS MBL7 ha„die. pulley�dtcrr wl + �", \ ERE OR NOTE: L (2 Per Vent) Data it 3 ' hardwers onal� r ins, . M,Mail (4)Bolts d all Girt Blind Dam r �� a g.' A'"' E3re.,(IF Req'd•) a OF From eg Sider End Ra Fter . Rivets Pa tch Planer , B�_Cross Section ( B'aFFle C1 Ea: End) roar sand Bird Screen _- PURLIN LA 5 Endwall Steel Line BaFFIe - • Angle Detail 4 1. CP Rivet txyer ;i -(8 Bolts.Add 2 additional per fln .bra) An IB - - ' °` r l37 e BaFFIe StdaBtrd 9mt ' ' r ' C Y nt) Detail5 Skirt ,% ,, . COLD FOf'zM CORNS�' COLUMN f � Biro Screen' q . NEAQE� QE1'AIL AOR Fi�AM�D OPENINC�a map anate � , • r. eel Lln + Sar,idle Strap i NOTA, Ddwp er and bird screen Sedt • . RQQF 5t not bhown or clarity. 1. "�I tit 2 FOR 8x2.56 - 9�hieeld . •. �u W/ Pivot Brkt. DeteI16 - - • • BaFFles / VENT A55HMBl-Y 1? TE AIL*re . . �: I" (GY 'Per Vent) �: Endcat� • Y Purlin 'E Aegle VENT1 ATOR A.55EMBLY (cont 1 , ill � ave Strut S sheeting . 17008 JAM a End Angle Rivet damper STEP 4 - Insert pre-aaaemLalad damper thru end,Inaurrng that _ F 'T �atcht elide charmers are on the same side or,saddle strap&as W 14 Pivot brackets. Lay In place loosaltu ready for naxt,Otap. i 1 A< Angle (4 Per Vent) . ���, D O C7ETAIL I step g - Insert rain shield thru and,above damper,and attach, ..-' ' JAMB TRIM(DJ011 O to all b baffles with one blind rive!per ba/rte. !ATTACH WITH PLAIN *• . ;� �; 51de Skirt STEP 6 - Insert gutda reed tFru ba fla angle of center daaembly. Place POP RIv1=T5 a 12"a/e) f r I Blind $Ida rubber backed.wesbar o ar rod arta bglow berriq angle and :t t I . . . Riva! Panel Insert rod thru rgqin*Ng1d._Place sacGr t wae}bC'Dver rod ' y f Strut Purllri �I End RaFtl°C 1 bale%rain shfol' 4mol conllmia rod e{ry dam ar 1 saddle - (°Cel° Or °(1.1"11) /� Side strap. tush washer tv underglde ref rain efiidlptd = +v' , i (If Required) � - Pana► i' , N SECTION THRU JAMB Will panel r VENTILATOR-ASS M Y Baffle ale Emd� STEP 1 - Position 2 side panels as shown and,pttach to barrfes. U. r I, I .. . . "A (4)12 (14 a II ( _ Gap .NOTZ 1pottom hales should be fastened last. . •� Pdl'18� Ben g STEP ho , STEP I - Position 2 aide skirts over 3 saddle Bird Scr An la � A325 Bolt yr 5T 9 - Insert 2 bird sexeen,anglei snapping a r4 leg bstwa r ;�, CO3 Endwall Column have Pivot b tad49teapade-awsimblocl0 DETA�L 3 D TAI baFFla =side penal F9aa D4lAit 3) + r r � ti. II II 11 11 j � . ( Cee Or tF ) I and pgfntlrlg to the¢ams, dlregtion as STEP 9 • Insert 2 and caps (raids of side p4m4is and fasten to end � . ' . ~y1 `' 4 Roof Steel Lone shown to Use aseemblt drpuitng. gird - Datall 3' angles 4,damperr petd�.•'inaura�laud eoseert angle*era under - � Do not raster iintf{etc z, screen . Iipa•of and cepa.,(9EH DETAIL 5 s Et) ` t r Frame i i . , , . stitch Screwr3 At{2"On P. t i,i � Endwall Girt Rake Trim . Center with Continuous Tape (6) � c la �•�• STEP a - Pos(tton 6 barrio& over the side . STEP 10- Attach 2 bird screen tiara by Ineerling under top lip ld each end Rivet at I r &k)rtrt,2 at'each sedate,efts End: cap but on top or bird screen anal**, to aragie only(p ail•4) ," • ll'tC-RT011 Sealant tinder trim Side. Skirt s6cure thru!are_punched halls,with Ribber side TION x � LQ . AVE STRUT CONNEC Roof Panel 2 bund rivets ti-ru baffle,aide skirt, Baked Panel STEP II - Seal area of rain shield and cap with exterior grdd4 ea4lent r . E3EA INCA END FRAME and edddla)t otrap.. MOTE: Baffle on �e1 Washar& fBeaDatall 6) � .. ` i ' . � opposite:aides and this alma and fats rf� aTEp 2 ; A between side anal and bird . ': ✓ ry - y `4 e. t l 7 Y". «r F r �. ' •.a ,-.; II � . „ • - 12 12II 121t - have 12 }' Caulk And Po Rivet II p. EdV� trot IVe ) I u 1� t'�i �� POP Ritre Po R to 2 ll' ,► s s.. P yp II •II ► 3 ..� Z 0 I@ el Gutler '2 .a Ghann +y h• I K t' " DOwnBpaf} • DaWnSpaU, o ' `` O FI�id �01�•ed. ' Field �QIt6Ct Gtl - it u l �I �U QG TION °'Detail 'A .. o LOCATION • I► II r« - - - Y MEMBER SGREUJ LQG tali MEMBER SCBE L /� .��=�'" , Downspout 5tr� Downspout 5tra De ` p II II _ GALL MEMBERS ExG�PT AS-NOTED):" - .. II u (Z) S�rewS Between Base (ALL MEMBERS) 10. Panel . ., A Panel A _ - � _ Field Bend Gutter i . - I. �,• n II Member And -1 -3 �Girt, It ,{ 211' . . - ,` � • ^r R L WALL A PANEL'WAR Tabs Into Downspout Downspout _ 12 12 I - p _ ^ � , � :=�Ma iri.game (I) S�retu Between All 1 II II .I u l I u' t u I U u '1'�Il .D. SOUl' STRAP ATTACHMENT Rive Z 1 a �' •'i . a � -I ;Rafter s•, , _ Pop R Other Members. - , p " - N ° . - ,• ;, w: Goiter 9tra '( •gG�u And C I) Screw At All , � , � i rF'• - � �. � ;, . At:4'=" "on Por �c�l Stitch 5cra� Dou�SPour ro Gurr�R D�rAI M order locations. ' . � r - -.. •• •, A! 3..��"Otti�'enler dot �G02 � •' ,. Stitch SGrews - MEMBER �GREUJ LOG;4TI�N petali'rAll 'F'op R(ve1 Gutter „ ,I , ! 3'-0" or 5'-�° have Cano Sidewdll Stesl Line ._ _ �. DETAIL � (P�AK�lRL1N, EAYE STRUT, AND f'ANEI ENi? l.APS) 4 d -Coltec Eave Strut ILII �����' ���� Stitch screws At Contfriuous ?ape Sealer EAvE CANOPY T AIN FRAME 20" On Center 3$"x�i l3tandardl • ' �, { , I"x 3z (Optional? , Inside closure a Memk�er 5crews'At ' ' Downspout Stra Field Gut Gutter �'� _ - Stitch Screws At Member Screws 12'k On Center With X" Pattern � �--Extended.Leg On � , �� �� _ 6" on Cent�;r 6° On Center Roo?'•Panel IIPBR" Panel Only. - •� i' � t s �` PO Rivet 1 SECTION"A" POP - "All Outside Closer z - it I � _ DETAIL 'A. ` Girt i Ilxnn Buildln Gol Cutter jMK-EG.� �dve•Strut • . , '� x . . - Build n9 Go 9 r - „ 4 Eave Channel „ •' � rt s, , ; 5 lice Detail "A' Member Screws Gan�(�•�dve rr�im � Raaf Panel -. �• .SofFit Pane � - ,y Portal Brace (MK-CB •Stitch Ser�uS At �- - a" � r, _ (l f Req d) - ;i �la��r - � . . r Return Downspout �-�—.. SaFfit Trim (MiC-5T@I) 12":Ort II n ' SGREW PATTERN5 5NOU1N, � --�— .. � r • � ��k� \7-T • I Wall Panel ns ou D.S. STRAP Qt1ANTIrY Continuous Tape Seater SATISFI', UL-9Q,� _ .• • _ :. p Baa Member°iccrewe At •-�'� .. • _Dow ace 3a x 3,' (Standard) 2N � � a��� SAYE N�IGN. QtIANrlr � " 3„ - �,�-EQU{�EME�T� FOR {����. - ��eldecto�r - Member Screws At � ((loll Panel ; PORTAL BRAG FRAMING ELEVATION ' . A ha'-ra 2 I x �� (OplionaU Perlin 12" Ori Ce •`� .� Fn �_ First Be Specified On Order) . .5. 12 m 2 nter Can°��Ttrn �oF k Pane D.S.`Kicic�ut - - �• � Burlin 5 (�Save Cana r• � 4' . o, • . 'd' i4-� 2 Eave 5ECT14N TNRU PEAK PURLIN AND PANEL END L'AP r ;f�n't�ItWl7P© Rivits on3 Sides) . 4 , ,.v. - x �r p � 16 -(d 2 Fave Struts Strut "Flealber 5crewe At �;,; a .a; Y SECTIoN� �'NRIa EASE GANOPr � standard Dimen�fon5 Combination Base •ai • 2 I( li,' it IICater -. _• " _._. � ��' ,� ,.�.. . ,• ..,� ._ ,.�:. J t -12 On fader . . , r r 20-0 _ h Arid: r � - -- -". . . •. � ��'• � cANaPr iu�gv� r�lrt' , WITH aOFFIT` 25 -0 � • gOlUN5P0 Mai am � • r' p A AT SNE�T�D WALL � r • � 141 A325 Balt � Rafter PURLIN , Main � l B`r' U.S.A.J, - _. p 'f • ' N��1'� U S�.,ionly'Provides,the : ' ROOF I*AEL Frame - ti. NgTAI TIGrI LSO p1K II roof perils: ,411 other mater.)a_I `' WALLaPANEL r � _ rFle�>�NTS .��, l Place head vection a+d Jal�an Fiat vurFace!Floor)with and hardivare (a by oth�:rs. ^, door 61de Up. Install bolts and note Gorneclhg head l0 .. rJ'aym�ki�vq`Ba Pura �thjat�heady►s1-t`k��ltJto jambe vo tt,at the S`M: • r•_r� � • } i ?. befall door Isaf rn trans, for ua cleararra at Fratrtacy:uur�.AlNi Imo• m � II .�`.- ,• 7s* o/c/ s� head and�/3Y clearance at vtriicer janb- .' �IQE LL M Itt t=rams Column - CLIP ANGk.1=; BOLTS, HANGER, '• � o . . - ;� �• � � 3 TIII up theaet(ra avve&kj a►d anct+or jamb to Hoer. >;TG•• � - - . BY OTHERS 1�,. Tti�IM(FIND GUT T MATC�"I GUTrEtZt II l 1 ti J ♦ �^�,, Pklnb hinge jarlb bnd•aeem'bk�.F�eld cut gime it recNirod Portal frame • r - ;� 4" �� DOOR Ll~A _ j-- •� � Portal , 4 and striker,larlb to building'etivctlre,tbor Ir II arld ira�trane to panei`akhe l tl optional From _,, FbIdCUt1 held II e SECTION � ... �. r thaehokt erlChot C I(jarb axtane)orlb ht roq dJ. ,� POP Rl t SE 'R I deetred(neW � �:� r 5. ►rlvteu heiau toptronaU reatheretrip,head nl�� ". y'�' �uTT>rR flit F,t�ct.oSED t YInyI�COnlac � r - � . ftrvl. Ac�(uvl so the iv door uilei►h the II _ 3 I I --- � lion f a het dont as tFde �2) 4 N,T.�. � + - - - .. �, ,�,•-. ;;•< cbead pobi . �+'� 9a ... , r SMALL � LARGE SIZE SAYE GUTrt� �4 RAKE.TRANSITION - ,1 will not ova the Main Frame • t� w ./ .r ':� 4 luil(t+itafere nith.)ha'la 'and �•.. �• --O O.G. � -. Ley', �" M'm•:� ,° '` �. ., ,. (UP TO AND WA-it Z,11 Fi00F SLOP'?:? +,. � a' ' ENG4.;.C�:DIRT.. ,: L I a _ .�.� rather ised � Golumn a, ._ ,4c�e;-ptd�le Connect iQt7: meta t l " cu Portal Frame � CsIRT _ � � ,�., :� •' ATTACH WITI-t IZJ. � - N-�-'� - ;,, Drilling of bolas in F'tanges'pf•.pur`lfns is struclura(ly';detrimantal to-'the member. Any - •• MEMBER SGREtt18 re to b,s'at'tdched GI TJ collateral laada;:'which are included.i►i the. purlir� d$sfgnr loads, � ,� s.• ,, (�IELl7 CUT R 1. � r Tin n a .. p t4 _ by . co ectio directic� t the weld sly' `3' a�.`"' .y. • � DOOR JAMB TRI � P'OC.pJOi rATTAGFI W/(PLAIN) 4 ° d o _ Fi�rld I"Iodif'ications t.Uarnirt' � - � ` ��;�•I JAM•l� POP RJ5/1~T$+ 12"D/GJ J JAMB I� a (,rAr, PANEL) � f RaF. Gav$r sheet LI �aragra h 2.11. SEG N ,I ;�. � �:�,• DETAILII All SECTION C , y JXEI � JAMB EXTENSION 5 t ,3 r PU L r > R PURLIN ti i _"-+ IRT N Member 5ere+u8 At�'On Center ijRT Screws R . Member Scr - o '.v, 9 _ t - Y - , Y Member WIGWS At Z prl Center - _ ,. - - � r r. -. •J T w1A:\;�. - RIVET OP FIN. FLOOR A - Aa fr.:. �"� ;,� :6} !"., ,•: a, :-'-, I FLOOR t Center _ QE , ':TAIL. '� �- � .� rr' ,•°�.�• 3@� AS R1rQ'D. - _. - - FIELDAf?.'�f=10ltN ..... . AS'.REQ'❑ ��?� A� RIWCJ�D. A5 REG2'D { C-GLAr'iP _ CU E.�Cx � ,� . r s+�•-' , . :. . ' . :.. ° (�@7. J ALL-THREAD 1017 ALS- ,;. SMALL. 4 LARGE" - _ ,. " ' , ,� ,• '.:� ,�J,�A �.* . , . SECTION TNRU STANDARD SK1'LIGNT ROOF PANEL . r,.,• '' is Connec�iork't'hraugFT the! s �• r, -�{, FO FIELD LOCATEZ7 IUALlC I�OC7R - , ,:, _ . - i'i`ange c-clamp f GUTTER/RAKE `. i,>�,�Yr .;• r �.: 1 •- an ecce tral?le connection- fldngea"�;t�ot:• accaptable TRANSITION . 3'-� GIRT.SUPPLIED ONLY WHEN - - .. '• _ . - . Tape Sealant Tape Sealant f� RANSII'l0 a �. . N @ PER WORK ORDER. . . ,. . , `�$� '".•�� �� A� �L ;; REaulR�p BY DEsI� R II ht panel - - DEtJ'�iL f[ � � � ., :�:, ..� _ .� ani. J i .vrj3:N•:1�' Stitch r�-CreW .. � ._ Stiid'tSCrelUb - .. T t�F-I T. t r4T A E I~' �... it - ;, ; ,r - - � .: �•c r r ter � � .' r' I Center At 12 On Cen :- .-,f. A T e Sealant - ti 1 � 5USPE1 • EFT' TE of Panel .. - ,: .�. •� - `:: of � J r - .. .. x , A4LK � '. � .. ... - t:� - ..... .., - :. .. - x r` /� .. •T. 4 L_ .�. y y I .1' ON EQ s C7E. Rl Q ,s._ �. �. -: ,,, . WJE E �':� �' �^ - n , (yam{ •t� '�'?�`.x�r - • _ E ,t eu 6010 ONLY i r :.. member«Ay�ews /rrr.rr r .. ,. _ .. _. .,.. k �'�•. .a w x .. ...: t".. .. . .. viii ,/•+, .. ..... � ... .... ,. ., w.. R a' < r' si... '.r4 ,..pry.. ' ` � '�.t;i.- ..✓�� .t• ,_J c.. `•"r r<./.. - r A y� ter :.: .. rrr r,,,r .• , - ., f• AI � Qrl 4+cfr , rr r - w �/`'� �'1"1= :4. •q 6;. S. TC- Y a - u: s^ ,r. � r 7. - �• � III (neo atlas r k ti '�- a 'I� - r r r _ , r m � k r .,,p ns ort ,:- - -'� � � w�" •� �+'T-• /J� LU rim r. ,f. 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A,+ mayy.. .�4. � �- �•.•.,' ... r ✓w.i � iY ... ,. .. _ . � .. , a ... ,, .. .. { f� w Tr •� '� !' -r- tr k .:,7r' 7,Y�i>_ �`. .. '�° -.Zk` • :' .. .� � : .. . .. _. -. r .. lar '.•a_ ,y � .. r" 'F 'a•.tr�d'••' ,.. -Y .. . . t.. r ,,9 •,r!'g r: � .. ,'£. , d. _ .. .,, ,, .. , , '!Y._ . . _. - .. .. .-x;'. . ar^ .. .A ��.r}'S � . '°ls. ., . r - .-. I. • '. '1'.L: ! c - tir. _ .. .•4. r }. :•( w. _ _ ' s11a�WALi. f . - I 11 ` •-., STEEL LINE1. 1 � � . I . I - . i ' -o � : ' . _ . i .' .'% .�� ,. I.. - . > _. - , .' . - 11 ." : � I . _. .1 '� - .. ..' .: �o _ ' - . . it I . I .. . � .' . I l50'-O O/O STEEL 511wi;L L1N!~ 1 . 1111, - '' . , S?, ..ry 5', . 25'-O 251-0 25 -O 25'-O m O >z t -, 1. �' _ " . N Cil w l . - ,q ,1 , A I 22 22 22 a 22 22 r �f 12 • E % I - : _A I . 3 OPNG. WIDTI- x.. jjj/ - . ^ n 1 : y Z' '2 4 + . I�;.. I '@. ,. . -� I O �; 8 , Q MIN.) •: $ i. ti s At Y.. ,4„3411 ANCHOR E3QL 1,.7 x: 2-IZ"� ANGNOR 5OLT5 t . 1. t J `�" t t C t 1 I h% TYPE G _ L , T I I A I q A , s 1 A - ' p SICaEWALIr`, ► , q 2 - ,STEEL LINA •i 2 4 .. ,° I.. i • '' 1. - % � y 11 -) . r V �, . r ;:. . u �. . . a r' f: AP . I I y ° Y K `f.3'� f �, .' C cv O �.3 tt " -.: � , cvJl , �G - "'' 13.4" ♦ 13. x` z ,Xl e. y' I . .- 7. 1 1 . . 0 . � f I . 9 i �: I I .i;�i: . . O H , . I In 9.3" I.SK 't j p[ -.94 F aw- sem.. W () T O 13.1 5.9 . . d 0 z ( w I I . . ;@ 2-�II0 _ANCNQIy - 91; 5• , I ... _._ . . - . - _... .. _ U K Ic `., A . I "I I K k . 8.9 13.7 ENIDWALL + '' * `Q . �a,TEEL LINE - " 'a S In 3 . t ' ;' ,, G CSL+IUL� y MT3, . . . I - I @ � .,A 0"I . I - .1 . ; . .. I I I 1_'@ . . I.. , . I I 1 $ . . I . 7 # -i.I" 23RR r • ►; , 11 - - w' , , 0 ' . � . � '..� , S- � D L+WL . .__� 1' . , K , y _ 5C/...•I �.C.f .2 r to K ' ' A"'� a' --E*- ^ -_-tom- • dd , j. fe 10 r s A .;4 - A . ti A. A ,. _; .,:. I I � . . I , � ,4 � - .. - L+W d - J • ( IXK I D R2 r . MAIN F AME EAGTION5 LiNES 2-� : % % g 2-�j tl, Al`CCNOC ` BOLTS yaw B p Q E Tm D I: D D E E E E D D D 17 . E E E E D D _91- IUIND-01- . BA % tletl F ,. , I .,.�. --m E E E "' f ..' w ; bj- cel - _ A - ___�_ 0 . b crl - _' _ _ ' 1� 11 ' / T"�jIm 11 � T I ,Q 7;71 hl N N (y 'T%11; . fry, 7i .4 Cv C`a Cy� 'j �q' C•l '�rCy--"It N N ' -I-Z/T r y* i 'di I , 1 I dSTEEL "e � • (o.& K LINE . . _4 S 1:N: � I d I d I2 2 2 E 2 2 2 2 E 2 2 2 2 2 2 'F 2 2 E 2 2 2 2 E 2 2 2 2 2 2 2 E 2 d I I I . < 'd 2 2 2�1 11 E 2 2 12 K MASONRY' ` 147, I- I (NOT BY USA) , ;: 2`-w IO'-Q '-d 3'-Q !'�2,, 3�-e ' $ { ► . im'-o 2'-O� . iQ'-O 8'-10 3'-0 1'-2 3'-O 8'-1O 10'-O 2'-O 1Q'-O 8 -10 31-O i -2 3 1-0 1_0 0'-4 imam x 1 (ht �Y 1 -. : 71, [ I . A -1 t .. - 1 , .3 ` 25'-O 25'-O 25 -O "� ' x j r. f,. wt• , ` .. 25'-O 25'-O 25'-O _ :. a STEEL LINE .- B12AGE �3AY REACTION ,� 1 x. " , BASE CHANNEL" _ 1. 1 11 t� :jENE Na: Es ANCHOR BOA ` SE� 'iNC FLAN LASE TRIM rRAMSET) U,�ING> r M. •C.' Anchor >3oltg (t'1F01) CUI'1BINATION BASE TRIM 3. ,y OiNCz.,'CLIII ,TN { L", The Anit al t I '�shown on this drawrng locate the An , � rn reFerence tq•bot tho'Bulldln'g 5teel'Llhe and the outside ar U-5.A.'s � . . I,. 5 gT anal ret s caf l-1(a". MASO�1R7 AND ANGLE s2+a1 tr�E 1p,p STEEL LINE 1 STEEL LINE � (By at yrs. STEEL LINE Y� Ut ited'Striictures of A,me�tca le responsible for the design of the anchor I 11 I • ._ . a b. rce�,b tweed the b'aa4e late and the 1 - blit, ¢permit.:"the i~r8n$�or of fa p 21 3 ""'•.�• ',. 11 anchUr tacalt rri-�1ir;'bc�rng, and tension, but Is not respoi�5lbls For the 2 tl 2 3 FIN. FLOOR � _::�_f FIN'. RCQOR ` , 1-1 trdnsfer,af dnahor bolt rorcaa•ta'the.cgncret or the adequacy of the FIN- FLOOR FIN, FLOOR r ba►t`ln r'efatro fa _the'ccaricrete. PL + LL V= iI[ ." h ancha n. I ?Ifinless otiherwf 4. ravtded to.the Order Docr ments, llnrted 5lructures of . / ..A 3,3 K 3.3 K `�1. p real onsibfe for the"deet n, material, ' • .. i not �--- 2 x211 ANCNf,�R' BELTS � Amerlc8 dolga hot desrgri ands p 9 a a • a , , n embedments. The End a a• 1~7 L + WL � - , "nc `'crtnstru'c T n 4f the foundation or Foundatio 4; • °: ' 4 ° 1. V 5.� K y � , + ti, 11 �A ;° ; a9 A iJ e•,G stome6should.assur4 himself that adequate provisions are made + '' � 1, a - . a, C tt rt �; 3 �. ,. w RAMP = 3.9 K A5 T ti. "irr the Founddtion-dBsl n..far.'(Dada imposed b� column reactions of the (IF REQ DJ �(y�^���) B 4. RwW- I � +r. -+ and'bearin ca acct(' of the colt end .. r n .. ' `� d a ,9K 4.9� r a4c r vq ;f fv;,`: bUildrnG�r GtIr'impDsed load9t. 9 I' J 4'A • y a t. r r r . s "�.' 4 other'&ne ltidns or the, t7uitdrng.site. • a a . , . . � ", + ,' Y n r unda iron of. the build in r. IE racy mended that the anchora e a d o g •_ - S `, , ►:# m 9 r a 4 7. - !� i r n he ,'a rlenced t n (neer ex $ A o al �- ION T ofe i E A 'T .M t. 'i "e Pr s 1''i E E�, A INCx � E • a �r d � � p .W. GOk.. �L,�: G R ••a t t'F � E E RA be•a�� t ';tea.a �� g a. U , T t .t. rt tt :. .. t.i . tt .., I tt .F AI`1E tEA ow is®' Buiidln 1 ORT A ' N �: I at tures. (Section Aim MBMA 198 L R g .: 12' a r~ o uc ru G'. I .�O r�- �. 5 E1 ,� r i X10 Tr 5 EOMI S C {ON - �. 1�:: - .., ,. NaT : SHf;AR'ANCLES qND QR ANC R i ( . ( _N T k:•. 5 tema,M a . - s .O� . : Y U- . .. .. . x s:. . U , TIES ARE N01.FURNISHED B S A. i n (UNLESS NOTED) .. 4 ." , es aCB t same elevat o LE e. Iat d Irk f Bag P J. l ttG1iY C� ail Ba t ,. ,�f� - Z, IN" 5 ST AN O -t E [- 'E3 L ..r. i ,4NC �.,.. . LINE L NE �.. 1 V. oi=scralPrlaN DATE .SC[ I ''TlC7N: x, �. s P k SYMBoL D i QTY L G' .P . . UE. _ I _ D� SS RE ANCHOR BOL. �: � s "y. A 1N , « ': O D Cz w,. L A IN - O D r ... L. 1, !� �. >4 S A ry ,_ ` ,. a@rt M.B, x 6 . . ,� _ �.. . _ f ... . . � �'OME I"itLLfC-�AN B SCO1�t CGN•BT.�.11`t .. �. PI 1F'ERI" GC15 . L Ad_ . IY4" . .;,•q - f1. - N x • r ... - .. - j� . y ', '..M• lc.'. li_ �. g a 1' II II. �•ti d.'R: t: 'a+''• .1 140 T� Nw•. T NT -4 ie' ti P. i 1 _IllY. i, y ^'�'. e � L Ip .k= � t�- �J".. - - h - y��� C r UIA NEt� .]. f.. { > w �,S }' - - � ��ER ., •A aN Yr- - 1 `t + I - y R: 3 •r yr. 46 �. -�. . ,., _Q.. .d "�' 'd "F r r.1".w'. a _#.. d.w p r.. �• s > 9r `. a. a .Er •z. :fix + NAi /'-� '. 1. .. .. .. .' ., :..n� _ ,. .:.,' ^ ..., .•., _ r�.,' h _`^'f ., u (U NCS' '� . �•fi , w ( . .. , -. .. , ., S 4:'' Crit ,'• < _s It r r - U ECS A. GAt• IN - N T G U R y .Al .^� ,. �. . , ! 3. 3. {.. "1 k$. • - a, p��p� M + H , , ry ,,�V 11AA� > x t'4. �» ., � ,. _ . :. . , , : ., .. xas m�9 we �:� W{ �i� � . .. U 4 4 „ � ; u, `: a, �• ;C?� S•f ice.. C� '", ', . , . A w. .�.. y� *�� :� .Y � =4i1 4'1' ti. i. � ., Z� a '. yy sI km Y r b 1' -.Tr , 1 ,f J �4 n" 144 , , fir' ., . - : .:. ., , . .. . . . s ,�: �. �. - rf � _.,. �� w u tip:°� � �'. e I - ii=. 4 .9 `r�i TK-1 ) . Al2. f �' a Q ER ,- y O OL .5 E3 Y < F ANGN R: B T �. .K ,- .. a �. . a .. ( .r k r < �,. . d 'y.k .S' 4r. .r.. 'w M:.r r+ >r. 6 1«+. a :v . 'M�....n.- ✓ .b. , ...,,,_. .r ... ♦ '.. �. .. �: .. r '.. - - •.�' � ••.� "r :"�� - •,: � `�. A' ,. �_ ifFS 1.J. •S' :'rtj• r ' 4' ..s t ���l ' e 4C a z: . 1.' r: Y _ [� .dl ,y .'y'. .1 rF u'�:. .. - .a_- .. x yam.,. h.yFM r: Y1. Y r _'4 F .-'. :. .•, .0 y. t 1.♦- - a r.: . 4, SQ ICIATED E 'N 17 "l-N E -RI , G' -FECTION GENERAL NOTES, 4_ - PR FIRE , TS ' !-z uL,T A 25'-0' 25" Od. TO COMPLY WITH NF�PA.13.(1994), ANQ ALL A�PLICABLE STATE'AND 0GAL; tOQES, AND COYE '522, -�' STOCKTON-, FT, HERt`T0:'AND�Q8fAk'A1LLPt ITS# L" E,' N)AENI 2' AD RM ICENS RE 'APPRO AL B� LOCAL� FIRE,,. f 1 JACKS64VILLE �'ORI V4 . I 6A ��';2�.6 DEPAO 4.64T.. AND, �HITECT N Y ph, 3R4, 4' PIR VIQE4,S(5TQ 4 5. UITING Rk,"'AN /O'R.'AR iTECTURAL, K DO y'H ;MEMBERS 'To NE ONL A THE"WR1#EN,,APPkbV A� HE RCHITECTt Ern q i�d 6- PRO%16E,,:KA0 GUARDS- ON,,0kk�0 HEADS CLECTRIC_TFLEPHONE, E�VAT 0 R M ITTIN.9s, A�'Y'�obmb.�AL'OFFSETS. OR.,F -WJ7H ,PTHER DES P/OR. TO. MAINTAII PF P -E,g. Ctt ER lip ANICAL,"ELEMICAL 1 STALLATIORI �Tl 7 _'WITO �Ikr got Iob, '7CT F SH$,ANC ItIRFLASH. R R tSTOP:1 'CEILNGS. 'FLO � k j Tloq,�l OF smqt FIRE WAL4% _C0 W E,;FIRE, RATED ENZTRATON& -AC IN'� �PE U0 10 CE$�_!PANCILS TO.,ALL VALVE5, AUO�E.NO' IN �E dEL G AND, EQ RE 1p�BE COO,DINAT "WITH.A W D V '�A P� LI TINq f%j RE $Y FM5:. Ak ST ;PI1PE-.SRA L��,BlElEAM NED OIEFORE.:ASS� lib,AW'A'O GIN01 ''PIPM, H�AD� 5-AN E MOLY A' �43 �Au QMATIC, SPRWMR"'IEO(�A�ok R�tl F4: 1405, 0 BULS'ELEME TS TQ- N tAC'FACILITY TO, BE A FAqT Y,,MUTV& ''VALVE, SML,PC,, FULLY PRI NI�L �91R .,Iyp RV115E 4 'UPt 'WORKIN PR�SS R�. A 4 N'OF FLOW-��PF�$SURf�AN YEW L H� rIRE S0906-hNT40'00. -WILL,81�,PR .E T'RESPONSIBILE TRADE$, .ADPITIO Dff�p N . I - � - OA WiRlkq�',00,.AppfFIONIA4,SwllqHE� RE,QUIRM TO BE13 N W RK 5�O OUTSIDE WALL 01 OVV�R; ING" AccUMOLIsHEd ONbER THCj ALL N 'AN "'AL':'0�ACCOMPLISHED.,UNDE TA6 SECTfON 017�, -4D IN THE EIL CT�ICAL 3 PE, (Co AN�Q FROM WATER SUPPLY �WVKVINAJI'C'A�L'ELECWCAV��ITEMS WI.T.q ELECTRICAt,,,tON AC�l r 7. 01�4, ... .. 'SPR NXLEW;HQ0rZ 7, )FIALL�I3� R, N�TALLED ,NQ �Ufflllt -x OVk 'AGNET [HE,,RQQ m;v DING LCOKS. SPRAY N URS S AL QF 4zVOV�R E Et AREA T ME 'ROOM IN�LLI H LIS 0.PARTITIONS. M'OF A,, I�NG�HEIGHT C M,OIR Ak� '6THM �147ICAL IdibAf�b-A SHALL BE 8PRINKLER,�-�M�S MOU -ING' 20�7'Aft NTED7 IN'�EIL FF__ HALL'140 8E,8LOQ,KEq BY:*A F NY"WAILLS' (t I NAN AWAY.,,'FROM 'R SPRINKLER DtF E, u jl� FQPI 'OF ' I . ., ... I . 1.�1 �, V., L A80 .�;ANQ EVOW %OSED FMI OF WIUR. S1AtjATN, A M NIMLIM FROM [:80TTOM OQfIff. L L( DUCiWQRk i WE $ECTINO. SURFA�g,- /Fl E LL L MIN, �5/8* 14 IIP FS�AILOAlt (D LT_ f �J L t—HR. nk RAlEb 2-7H4, FIRE-RATED qYPSUM WALL ASSEMalY G'fPSUM WALL ASSEMBL 14'-10' A01 FIOESTOP SVSTV?,I LTI FIRVTOP SYSTEM LIL sy�IEM NO. W0053 UT SYSTE NO, VA,,1054 F RATINO I HOUR F RATING,* 2 HWP� NOTE1 ,1`10UR' FIRE RATEb PIPE 2 KOUR FI`RE RATED PIPE PENETRATION DE�AIL PENETRA�TION D�TAIL SPRINKLED PER NFPA 13 994 ) BU-ILDING ' ADDITION TO BE FULLY DENSITY REOUIREMENTS AND THE FOLLOWING MINIM'UM , DESIGN _�)YSTEM 1-0 BE LICALtY, REQUIREMENTS , SPRINKLER HYD.RAU' TO. 11ST11 CALCULATED . D G R OUP I I ORDINARY HAZAR ELECYRIC . 20 GPM 1500 F ALARM BELL 250 GPM HOSE STREAM FIRE, -SPONRI PLAP4 FLOW SwIlcH F.D.C. LOCATED ON SYSTEM SIDE OF SACKFLOW PREVENTER AT [HE STREET. LIGHT HAZARD MAIN D F I E AREA P M R e i!� ons SHOTGUN-90 RISER 0 , F� V CHECK VALVE W/ (2) PRESS. GA. DRAIN AS$MB�'� E E A By N 01. DATE _QmR P ON i / ) N - FL, X FL. O,S0 CATE VA. W/ TAMPER SW. ALL SLAB LEVEL P EXT, _W WEI LF YE N E BU - I IN CCA A N F,-,' [\,' F F-" .'HANGER 71-14 LAB TYPIC-A NO SCALE 9 y Threod Rod En ;neered 0 F. . .7 All 7 -1 r--) t i 11 L -RD'[LE I CONC. FOOTING Drawn By R, Top Bearn Clamp ATR t TIE BOLT ILE `4 V i- I J,(SEE DETAR Approved By A. 'RA' TA,, JCZY�;� '7 . 4 u C CORE OR SLEEVE Date THRU FOOTING (FIR NfPA 24) MAR. 7, 2000 Job No, RIER DE- TAh- Drawing No.. 4 Total S�ieets SCALE Sheet No." A LF Y 7- :9, " INV.= 8.50 I r• O 12" R.C.P. STRUCTURE SUMMARY BOTTOM. 8.45 1 1.5 o I INV,= 8.,50 A ���� CATCH BASIN S# DESCRIPTION GRATE INVERT � o v TOP= 11.5.7 INV.= 8"52 S-1 A EXISTING HEADWALL - 9.24 SLOT= 9.85 STORMAND P S-1 12" MITERED END SECTION - 8.76 8.5 DATE: Q--J�2000 S-2 15" MITERED END SECTION - 10.0 a w .--_ 0 xx xx --�xx 15"x21"R.c.p. S-3 MODIFIED "E" INLET SEE DETAIL SHEET 6 � -z �, xx Lam! ¢ xx xx S-4 MITERED END SECTION - 6.7 L_L_j a xx x xx xx �fVV 6'! PLASTIC 11.8 ---xx =10.93 xx xx 11.4 xx xxxx PIPE SUMMARY CIA xx--_ w xx 12.1 FROM TO SIZE LENGTH TYPE W Q), x XL1.J o SCALE: 1"=10' S-1A S-1 12" 30' PVC O • 13 0S-2 S-3 15" 9D' RCP V) J S-3 5--4 15" 100' RCP 3: x 9 .88 � 00 12.1.9 CLEANOUT (TYP) TOP = 11.1 CLEANOUT TOP=12.0 INVERT=6. INV. = 7.8 TOP 1 .01 TO =1 .97 TOP=11.10 CONNECT TO EXISTING INV 7. 2 INV.- .46 6" PVC @ ELEV.=6,0+ x INV. 2s CONST 6" x 4" COUPLI G WATER OVER SEWER CONSTRUCT 96 LF OF Q 0 TRIPLE 4" ADS UNDERDRAIN v 7� i m @ S = 0.5% EXISTING 6" PVC CLEANOUT F.F = EXISTING PAV'T SEWER SERVICE X TOP = 14f 13.71 11.4 INV. = 6.2 0 4' SHLDR. r w 0. 61 AC r 0 EXISTING GRADE n d ^ 1b• 1 INV.- 8.25 Lj Co J NOTE: CONFIRM EXISTENC LOCATION 2 ELEVATION OF SEWER SERVICE PRIOR x d• « + y: T �J r w TO CONSTRUCTION. '• ;• � •' • • 1 © 9. 0 m �^� . .+ �2. 12.90 SECTION A- A o t z z in LLJo > N �. x LJIJ 4 0 CLEANOUT (TYP) o 2 LF OF 11.1 TOP = 10.71 a m CONSTRUCTo CONSTRUCT 140 LF 4" PVC SEWS SERVICE INV. = 7.46 I OF 6 PVC FIRE , ' Q S = 1 ,0% (VIN.) 2 X �•� LINE CURBING -f' (BY PLUMBING CONTRACTOR X (TYP) BULKHEAD EAST SIDE OF POND a a t t t a (BY OTHERS) Wo 61pPVC TOP- 12.71 x S-2 8' SLOT=10.68 15„ PLASTIC 6, � 15 W. f N W WATER OVER V•=6.9U �" 1 ).00 W n DRAINAGE E. INV.= 951 INv. INV.= 6 =9.8 N � .71 5 Z TOP-1 .06 TOP-10,81 TOP-I .09 INV.-7j65 ^/! Q INV=8. 9 INV.=811 g d hal 18" R.C.P. g _4 x xx17 CLEANOUT INV.= 6.37 xx TYP xx xx � (TYP) xx ,r, a CONSTRUCT xx xx � . xx 6 12.93 IN .= 6.45 6B.F.P. 'o xx �. SILT FENCE (TYP DRAINAGE DIVIDE (TYP) xx xx x - CONSTRUCT 3/4" BFP xx xx _ ��,� (BY PLUMBING CONTRACTOR) Q; ° o/E 11.43 TYP. WOOD POWER POLE �- BENCH MARK NAIL IN POWER POLE 72.37 FOUND NAIL IN 20' ^ BENCHMARK ELEV. 12 28 MAGNOLIA TREE fes, "A ( TO BE RELOCATED ) ELEVATION =13.85 W CONSTRUCT 110 LF 10.3 10.6 TRANSITION CURB TO OF 1 " PVC POTABLE WATER 1-9 �� oZERO REVEAL (TYP) SERVICE NQS 9.8 ` g . 10 8 fid' (SD Box °/E EXISTING 5/8" WATER METER TO BE ~ S BUILT W 1� �+ INV.= 9.24 �-1 UPGRADED TO 3/4 CITY OF ATLANTIC Q V o/� BEACH STANDARD WATER METER A 10.8 W 9, grin ROVWAMW MO""ar. rRr-srAra twNv suRvarolLs, nv� -. 10" 12" 8411 BATMCAD0*9 wAr WTE/1 W P.V.C. .MICKspVO4 31-723rLORIOAJsss¢ EXISTING 17 w 10 � � EXISTING 1" WATER SERVICE w I PIMGMlE 90I 7J7-7235 *� re+tvtsr"*rrWrn -.` ``'� ' a FIRE HYDRANT �U W _ _ x • wnunJr �� ••••~` L v REGRA(DE 100 LF OF SWALE, 7129 nj W 10" r ++ r(51 ti (.,� "..SAhdTARr pRAN1Y SrSifM LY �' ° ' .. • 3: 1 5S;, 2' BW � S=0.4% , . Di W smrHuw�lp!f DRA .1Gl'rSFSPf �,,_rruwrA,w N SEE DETAIL THIS SHEET 71 W _ �1 __WA M*UAB : V 4 - Sril r►cw 7 City cit Atlantic Beach 2 10" - -- REMOVE EXISTING ENDWALL W '"��As' ��r . f ��o� CONSTRUCT 30 LF OF l3ullci[ng anr� Zoning INv= 10.38 ON��ORA Iw ``'r"°"& s °.rn ax CO STRIJCT 10"x6" TAPPING 12 PVC C� S = 1 .6� & EXTEND 12 PVC fLt14lDA eoAx�. Nxws ANO I1x.021rLORIPASTA 7VIMNOMt Rsccrrorr ,,: 't' . SA D L E V & VALE .aMATCH EXIST. SLOPE) .. _ MtrrroereNr rror#a,eturwpaeaN s �err `^ ' " o } >, �? 116 SHEET / .5., a`a LEVY ROAD •42 N F Srit£ir,P. sell "T ( INV. - 6. 53 4 OF 5 4- CITY OF ATLANTIC BEACH x� PLUMBING PERMIT APPLICATION Date: .? :,I, Property Address: t,H =17 j Owner: Tephone#: - -� Contractor: L-YA7'.S? ;�r /A-Z Telephone#: 7-77---fes,-3.3 -7 Contractor Address: --7-2 ,2-y--7 Fax#: r77-/,�S.Z. 7 Contractor Signature: �-- In consideration of permit given for doing the work as described in the above stateme a hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and £Lxtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, L] qty list the building permit number: IB/Re-Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans f Dishwashers Sinks Disposals Urinals Floor Drains J Washing Machine c� Lavatory Water Sewer Water Heaters Sprinkler System Other Fees 0 - o Permit Issuing Fee: Total Fixtures: X$7.00 + 114111110110 800 Seminole Road•Atlantic Beach, Florida 32233-8445 Phone: (904) 247-6800 • Fax: (904) 247-6845• http:itwww.cl.atiantic-beach.fl.us Revised 1/04 2 'Cl S*8S-L*2-*0S ng 4oeag o F que j-4d .40 r.%;3 clS0 t e0 SO Lo unr CITY OF ATLANTIC BEACH SS 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 10-00001157 Date 9/21/10 Property Address . . . . . . 310 312 8TH ST Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 10 fixtures ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ WILFUR, HAROLD/MCEUEN WATSON MAINTINENACE SER.CO. 346 RALEIGH ROAD 4456-02 SUNBEAM RD JACKSONVILLE FL 32225 JACKSONVILLE FL 32257 (904) 899-6840 --------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 125 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/20/11 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 125 . 00 125 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 125 . 00 125 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF A'T'LANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. j '. APART OF THE GASTRO Y. FERRER GRANT, SECTION 3Pp, ToYiN5HIP 2' SOUTH; RANGE 201 EAST IN THE CITY OF ATLANTIC BEACH, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLO1151 �or�L COMMENCING AT THE INTERSECTION OF THE h1E5T RI6HT-OF7 AY LINES OF t LOT II I I ALMS (JNI"�' 5AIL.F15H DRIVE, A 60 FOOT RIGHT-OF-WAY, WITH THE NORTH LINE' OP d. SLAT �aoK T�NO ATLANTIC, BOULEVARD, THENcE 5OUTH 84°1.3'50:" t A 100 FOOT RIGHT-OF-WAY; Lor to � ; 15 F',�G�S I I I A, I� IG WE5T, ALONG 5AID NORTH RIGHT-OF-WAY OF ATLANTIC, BOULEVARD, 27,5.09 POUND Irr I LOT q I I AND IID ) FEET TO THE POINT OF BEG 1 NNI N • THENCE CONT I NUE SOUTH 4)4-13-55" WEST IRON PIPE I Lor 8 L a G K 15 ALONG 5AID RIGHT-OF-WAY LINE, 154.61 FEET; THENCE NORTH 00:041"22" (NO !n) I LOT 7WEST, 160.00 FEET; THENCE NORTH 02°52'05" WEST, 250.00 FEET; THENCE I F 522•06' (0-R.V. LDI I 3776, +�O• IIID I T � J I NORTH 01°05'30" WE5T, 256,08 FEET TO A POINT IN THE SOUTH LINE OF . R R 364.93(O R.Y• 666�FHOODI LOT 5 I ROYAL PALMS UNIT TWO-A, PLAT B00K 31, PAGES I, IA, 18,. IC, AND ID; G 1256) LoT 4 THENCE SOUTH 85°37'27" EAST, ALONG SAID SOUTH LINE OF ROYAL PALMS 5OUTH LINE FOUND v2° 5 55',3-7'27- i UNIT TWO-A, 145,00 FEET; THENCE SOUTH 01 00530" FAST, 484.55 FEET; -- FOUND 1/28 $LOOK I& IRON PIPE cj 5334'3.5), E(V) LOT THENCE SOUTH 07°16'02" EAST, 153.35 FEET TO THE POINT O BEGINNING. 1 SET Irl' IRON PIPE 1 -r-� � ID) ry 23' h I�� �4 � I LOT I � "� �11 Y ` 1 1►1576 25 DRAIN,4 ® �� cAT � � IRON 2 -- t UTILI I-1- F'°' r1FNT GATGH EDC O8,BETIt� '�-�- SIN m I LOT I DESCRIPTION AS FURNISHED; RECORDED IN OFFICIAL RECORDS VOLUME 2422, A5 PER O.R Y 2 pAGF 5b8 BA51N ASPHALT I.9 (D�LLAPIDATI ED) I 1 PAGE 881, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. t -- G.A. .�--• (4 ,, r �� 24' S.S.M H®/ "TH 'GHP.IN LINK I j A5PHALT ` ~ ry — -6 AJN-Lj LIGHT N O 5TRAND9 BARBED WIRE 2/6.361(0) } ` 0.2' ON FENCE FTS' 4 r- CERTIFIED TO: KENT ENTERPRISES, INC., 1!1 o, n ry I3�, `" 5.8'(BLDG. TIE) — -- I j FIRST UNION NATIONAL BANK OF FLORIDA, GONGRETE 5To — — t TIGOR TITLE INSURANCE COMPANY, 51 o AND 5TEP5 6 G+-IAIN-LINK -- __ KENT, RIDGE d CRANFORD v rr 5TRAND56A 1RefED WIRE \ Go 4$.2' CONCRETEI J,I 1 � ry' STOOP p o DIRT � it)\ -Q r I Go ONE 4 TWO STORY \ r � O MASONRY BUILDING ( ROYAL PALM THEATRE) \ o #`151 (P05TED) 0 fAP, p \ D.R.V. 6864, PAC-�E 1256 (� Q \ O.R.V. 31`16, PALE IIII DARING E3A5E 15'x 3' 22'x 3' PLAN II$.B' PLANTER 5.b'(BLDG. TIE) I r W UiAIN-LINK ` \ GOVPRED qB' 6'x 3' ry PENCE WITH (3) d1 r 5TRAND5 BARBED KR "BOX OFFICE' \ pON' CONCRETE- —� 05'G 1 1 PLANTER FOUND 1/2, ASPHALT DRIVE IRON PIPE \ (NO ID) Q� \ BUILDING �Dlu 02' ON . • GONG.WALK I -. .. ' PROPERTY H/G 4o' 0' 0 4o' 80' 120' iL 1 O.R.V. 2366, PAGE 343 I ORAPH I C SGALE I N FEET o I �/ T'a� S ��� � ^ GAL. 111 �, o osr� ! - tt I . Q -..., . . 5 `fir J b o o �.. .. ` DLd IRT 1 O ��` ° ASPHALT' O Y P.T.. N P A R K I N G o I lL EDGE OF o A 5 P H A L T I ~' A5PHALT ( 2,11-t AGRE5 ) ° P A R K I N G FOOD? IRON PIPE >rl5`76 v 1 Jvl IIL 4 O.R.V. 2422, PA&E 881 Ln ORF' wE5T % s ° FS7GE OF O.R.V. 2284, PAGE 215 A5PHALT t L G D G.L•P. 0 METAL LIGHT POLE G.B. = CHORD BEARING FOUND IY2' 15x.1 IRON PI�' N 55V ID A. CONCRETE G.D. = CHORD DI5TANGE 112pN PIPE 175'(t�) MO IST ISLAND (TYPIGAU`� I'NO IV) CLP = GONGRETE LIGHT POLE �Nn �' CO = GLEAN OUT IRONFOU Piles , IRO(NO I PIF>?(BENT) � (NO ID) DBEDS OF RECORD OFF = CONCRETE POWER FLOE �IV) EGI3 = ELEGTRIGAL CONTROL BOX ' g GA = GUY ANCHOR , OHL = OVERHEAD LINE I O.R.V. 3148, PACE loo GovlrR GONGR�T� 1 OFFICIAL REGOR05 VOLUME $ HALK P.G. = POINT OF CURVATURE l I6ET P.G. t�l P.T. = POINT OF TANGENCY PK NAIL 1 W15K 8' Lt3n,613 ISOOID) 5.5.M.H. = 5ANITARY SEWER MANHOLE - FOUND RAILROAD 3 ONE STORY 6 BUILDING 5PIKE W X--CUT W.M. = WATER METER I BRICK BUILDING 2.5'OFF i WPP = WOOD POWER POLE I ( MULTI-•UNIT ) 9 6'x4'0 METAL (A) = ACTUAL Q 12� GATE P05T5 1 (D) = DEED m 1751b) GNKHA1N-LI0 WESTERLY 'v FENCE GATERIGHT-OF•-WAY N CONCRETE 6'xb• GONGRETE 5LOf-K o , , LINE WALK n WIARDUND DUFF TER ° X- Q I GWERI=T� WOPD FRAME �( O O I I Q I t C4 -LINK FENCE "� G N � R � L N � T � S -1 :E 1- GL.P. (� 9TO17ACaE r~a� 1=LORI57 t J o o.R.v. 2e81, PACE 6-15 1.) BEARINGS BASED ON AN EASTERLY LINE OF LANDS RECORDED IN OFFICIAL RECORDS VOLUME 3776, PAGE IIII A5 BEING SOUTH OI°05'30" EAST. I �( rn 3I ,zO i O.R.V. 5464, PAGE q40 2.) TITLE COMMITMENT FOR SUBJECT PROPERTY AND LEGAL DESGRIPTION I o m r FURN15HED BY TIGOR TITLE INSURANCE GOMPANY, GOMMITMENT #TG(b4g8O, DATED I DECEMBER 12, IgGS. '� 1 � ° a ' Oo X 3' w1DE SIGN I ING3WITH L AM TW- N 1 SOUTHTEGH SURVEYOR5, .) PARCEL SHOWN HEREON SUBJECT TO EASEMENTS RECITED IN WARRANTY DEED . � o ROrAL PAl�rt rHEATRf=• ✓ L.V RECORDED IN OFFICIAL RECORDS VOLUME, PAGE 435, AND RERECORDED IN OFFICIAL ASPHALT Z EV&E OF „POINT OF REGORD5 VOLUME 2284, PAGE 215, PUBLIC, REGORD5 OF DUVAL GOUNTY, FLORIDA. o , A�HALT , 3885 LITTLE LANE JAGK5ONVILLE, FLORIDA 32223 4� UNDERGROUND UTILITIES IF ANY, NOT LOCATED BY THIS SURVEY. 4'GONGR5TE wA1.K BEGINNING'S t FAX NO. (004) 260 - 6680 PHONE NO. 0104) 268 1122 i 175(D) ON-LINE I 7' a B)OHL 45.1' O ' , 125.09YDJ ISO O D _ _ 5• 24.2' 16•CURB a Gy11 rrEFd GPP 50UTi i E3q°13'58" V�57 - 2►5.Oq YD) POUND NORTHERLY FOUND 2• o ,1 auND ►�" IKON PIPE NDARY SURVEY, IRON PIPE S 8Q 1� 41 W - 154'.41 (A) I HEREBY GERTIFYTHAT THIS RIGHT-OF-WAY � ID) �uTD) LB►Ilo4a LINE 5OUTH 59°13'56• kE5T - 15.4.61YV) 0.18' SOUTH PERFORMED UNDER MY RE5PON515LE DIRECTION, MEET5 THE MINIMUM( I NICAL 5TANDARD5 `�PDINT OF COMMENCEMENT" FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61GI'T-6, FL,-. j^STR,ATIVE: CODE (PURSUANT TO SECTION 4-12.027, FLORIDA TUTE5), AND FURTH 1�':'T1 A�' THERE ARE NO VISIBLE ENCROACHMENTS UPON E ECT P P TY IWwo$ OWN ON TW5 SURVEY. A T I A Ill T I G O U Y l'� O I� SURVEYED MAR. 2 , I'llb. J.•+ •- ( 100 FOOT RIG�-•IT-OF-WAY ) A;?R 9, 1995 CHARLES R. HA55ETT JR. REG` ; r ANO, 45�f1r 5OUTHTEGH SURVEYOR >a� Buildingand Zoning BEARING DATUM BASED ON SEE NOTE N f FLOOD ZONE X A5 BE5T A5GERTAINED FROM THE FLD l� j1`,t 4t! RATE MAP, COMMUNITY PANEL NUMBER 1200`15 - 0001D DATEI?.,,._"0411tJ ► ' -11-84 FIELD BOOK NO., 73 PAGE(S), 44 LEGAL: ORDER NO. 02-a6-Gi6 11 COMPUTER FILE., - AGAD FILE: 02Ei611E SCALE: 1°=40' -FILE- NO. 5T-652-15-' ...