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Mayport Road 2425 A. I ;,., 1 1fAj;;I11,;,ii(i( I;n Q CT►.0 0U L_ V # L]. O rte+ 4S .y!' 1'�rr, �,�%,ti•}'1tj ?�'t , '#,f. I(I!1•�;GY; •'�.. .�,. (.>• 1" (�1 d) •� O1= _ �/�j \` � 1' I .o; `'�il;a;;i1 'f '��`� ��4y i �!. � Q1 � Q1 �+•• 1 C � Q• Q ry 1 �� 1^til •4 }��'-i{t rNMyr''� ./1.. ' �� fr !r C ^v O �•. ,JC 02 ` O Q UP EL ` 0 .5 CL •'� Yirt41 � 11 y,'y•� � SROAD J . .r �' �� .. •�,: ��',, V' AA �TAT� �c�• Y 1 ,, �,'Ri� PROPOSED ONE-WAY ,' ' ENTRANCE �� V� V t�QDO !` t i I tr / 'AL' CONCRETE 1 36" TELEPHONE LIGHT POLE � .t ��' I MAtax PROPOSED SIGN POSTa ONE-WAY EXITei.�' DROP INLETEXISTING ' jN q d x .• �: a. . •• • -. _ _.__ "F" CURB - f.. uj U A Q Owl .., w Ld • • r :.•b a• ...-_._...._.._...._,.._..._ _ ..._,__. .�_ _ __....._..__..- __...__�..... . _ ya r o. PROPOSED I.D. \ . NAGE (8' WIDE) .' . 4 ;. . ,* . :• .. .. • . • R . . . M_.�....-_._. __ ... ' VICINITY SKETCH f c t CONCRETEww � + . 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'Ql•�' I, l rn x. 1 � .: z I ►_ } PROPOSED I:' .t (� I b lJ J, '�' •' ► •1. .► .. ��• Q 'G ;t yy.. it r•" /�\ r "t ■ • f., '►.. I' F I• I ,: ' ,3 - / DRAIN AREA o o v.r a.r a.:,r '• • • !• J •A �' •a .\ « .v • •_�� 'r l •":v. ..,n 11� j. I LQ Q•' Q }"' .w-• / �r`- , I I� I a � 1 / �I y- , ,' _ r 7 �� a L. r v •!...., 1,.�i11 )iJ 1 1'I } ��I:t� /' I rl ;,� J [': ' to t QA • {' J� r ar .) A . .. } .• ,.i !-.�1. ',',h.�,'"F `4I3:K'a�:+ ,�n ,�>r .1.•�•i.,^ .r.,}�, ...�"• >t ry, .A;' }` ,1 ( :/t! / / lv LQ L.7 ' jtwo " ` #'� +1e v • 111.4'x--r=--� �i. ,, ,r ;`f 1"'i,y�:.' '; ,i; 4 '.` .1 ' 1.� 4,�.li r.%,S�' �j l / I C'7 I I I ' w I� 8 DOUBLE DETECTOR I� • . F ;::�a: "',�a��i ,y : i'.� i Vi _ "C e �' RLEt l I { CHECK VALVE '�' + k,•M •y, a. '' 'a ;}� '(. tr.,j�S'� 1, l 1 li F:i v10E r t , '. :y '^•. ': •1. •• ,',•{• .'; 1.� .•'' {�rt� 1 r- Ji, ii .. ��w �. ... . ,••,i,•,•+.• �1;'''� �iSJ 1 M1;:• '.h %(1j1 r{4. },,, tt*t�f� It 1 ,� 1, 1 I1 Y.,• �.i}� l'' / �Y � J^ � ) ( r zzz ':••: • • !�£i�+ %•S:i.1,.: 1.1•f•Ir , 2 '',l •�(��.. •t Hr' (' 1` i5 CT.' , 1 11 IJV', ^r « '�, f>}^i.� .i' 1• ., , ,� } F. '�Ve 11 1 1 -^I J�r �- r-� �J I O .. •'.«, � i r' `r '' 1 .�it;'•F�' �T(C�� >y � 'Ca J ,' I ' } t'1 :J ._ ''1 it � � f hJy, W � p�4 '.�-. N..t.l;..:l e� J I .p. � r�1 rr, �, 1 ..+ T ,__ ••- � � �r r X � t'•^•1 i ' I ' � I I �• �'•■� �''F•�f { q;,`' '�, a.Z.�' Ill'y'! r �'.'!t. 1 ' l _ , ^, 1� r � / if ��_f_w' _ •• ••' � 1. '• ■• •• • �� ._�.. CONCRETE BOX _ ,•.' • •. . .1 a/.•.;� ',:;... ,, hJ 4 o I' _ •� ■: 1 PHASE-11 WATER VALVES 10' �'- .r •:i' .' �.. ♦,.' ;R,h j:i;l r. ,�. .i. .'a' • ■' •■• ! i(•'sC'r:Y"•-Y•:1. •l %•.•l,t:%"- ` .rte �. •� ., �• .•�. ,..' ••• 91,16 ',.. CONSTRUCTION .•�•• t :4.•..1 `1 , � a ✓'` 0 1 .•\*•' •'' r. .. • • ■ �. 'M�.• )1."• t• +.1�r,' J..iJ. tL,.)_r l .• 'Lu''.'``r}+ , i •. . '�! i '.�IP:'•�',r:x'1.1': 1,;111 �,,. >:�';.x',1'11• 1 w�� ,• ••. iI ■ • 7M �.■� .' •� .• ',' ,• • , ■ a � •� M . _ •:i..i: ;' .. �'' ,f,:, :i • lw_r i .11.-1 Li .1` ,. y lb r • ;, r. 240 it rri :' t STORY CS�� N �r ti \. \ \ \ \ \ \ \ \ \ \ `,- \ • .0 �,:.,;; + 3456 S.F. rs \ \ •� .•+. �r \ -� ....r.Irrr..rrWAMM'll• l - __10lio 10 mom C b: 1 SITE DATA \ \ \ \ \ \ CURIRENT ZONING: CG, COMMERCIAL GENERAI. PROPOSED ZONING: CG, COMMERCIAL GENERA I. \ I \ \ \ \ \ \ \ � \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \„r;,■.�.�PC'� \ \ \ \ \ \ \ \ \ \ \ \ `, \ \ \ \ \ \ \ \ \ \ \ PARCEL AREA: 1 .62 AC (70567 S.F.) \ \ \ \ \DRAI�ACE ,A�A \ \ \ \ \ \ \ \ \ \ \ \ \ \ PHASE 1 ? • BUILDING: 3456 S.F. � Lli SIDEWALK:V. 1032 S.F. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ .: 2829S.F. Ld J TOTAL PHASE 1 : 37317 TOTAL S.F__- 52,8% I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ta \ \ \ \ \ \ \ PHASE--2 (CARWASH) z W IMP S \ BUILDING: 1056 S.F. ' H j n SIDEWALK: 1132 S.F. u f CF TOTAL PHASE 2: 22188 SAF = 3 to L' L ' cr if I C3 C3 TOTAL PERVIO STOTAL IMPU SITE A EA:ERVIOS SITE AREA� 38718 S.F. = 44.1 % w OF TOTAL V.U.A.: 33961 S.F. BUILDING SMACKS a FRONT: 20' (WEST) SIDE: 10' (NORTH/SOUTH) PROJECT #1 0684044 ,1 REAR: 20' (EAST) I : URAWNI RCC PARKING CRITERIA APPROVED AND a PARKING REQUIRED: I � 1 SPACE/300 S.F. nATE1 3/09/00 1 _ (3456/300) = 11 .52 i ! USE 12 SPACES 29 SPACES SCALEI AS NOTED PARKING PROVIDED: 1 SPACES o' 20 40 HANDICAP PARKING REQUIRED: . 2 SPACES SHEET NAME, HANDICAP PARKING PROVIDED: 12 SPACES SCALE: 1" = 20' TOTAL PARKING REQUIRED: TOTAL PARKING PROVIDED: 29 SPACES Sol LANDSCAPE BUFFER 5' ALL SIDES SHEETI 47� fn r pis 23'- 10" OUT TO OUT GUTTER G.C. VERIFY CANOP Y ORIEN TA TION 7 '- 11 " 20'---0" C- 17 " " Ls FOOTING "A ' @ TEE SEE AB2 I N Ln 3'-2 3/4" 9 7/4" I Ca Q) FOOTING "B" @ MAIN CANOPY o o SEE A 8 N o _ - 24'-0" 24'=-O" 24'-0" 24'-0" 24'--0" 24'-0 24'-0" 191 '-6" OUT TO OUT GUTTER r, 1 1/2"0 A307 THREADED ROD COLUMN & FOOTING LOCATION - DESIGN LOADS <', SCALE: NONE J 2 HEX NUTS DEAD LOAD = AS OCCURS LIVE LOAD = 20 p, s. L PI 3//4" X 5" X 5" WIND LOAD = 7 7 0 m.p. h. BLDG. CODE = 7997 SBC SEI SMI C ZONE: A a=A V= 0. 05 REVISIONS ED UND A TION NO TEs. GENERA L ,N NO TEs. NU. UATE DESCRIPTION DRAWN CHK'D 1. ALL FOUNDATION WORK BY OTHERS AND SUBJECT TO LOCAL 7. ALL CAINOPY FOOTINGS ARE TO BE POURED A MINIMUM OF VER Y IMP OR TAN l ----- - - - APPROVAL. 12" E3ELOW FINISHED GRADE OR AS REQUIRED BY LOCAL AFTER FOOTINGS ARE POURED PLEASE SURVEY ROD ---- 2. THE FOUNDATION DESIGN IS BASED UPON SECTION 1804-SBC CODE.-S AND ORDINANCES. OR TAPE 1994 EDITION AND SECTION 7806-UBC- 7994 EDITION. THE 2. IT IS THE OWNERS RESPONSIBILITY TO CONVEY TO ALL PROVIDE LANE CO. WITH THE FOOTING ELEVA TIONS ON THE ELEVA TION SHEET DESIGN CRITERIA SELECTED ASSUMES; CLASS 4 MATERIAL OR CONTRACTORS THA T l T IS THEIR RESPONSIBILI TY TO INSURE THA T BETTER, SOIL BEARING CAPACITY OF 1500 PSF AND A THE .SI TE IS PROPERLY EXCA VA TED AND GRADED. DURING IRA NSI T A TTACHED. PASSIVE SOIL PRESSURE OF 750 PSF PER FOOT OF DEPTH. 120 Fairview GONC;RETE FORMING PR/OR TO AND AFTER THE POUR, THE H/GF/EST PO/NT Arlin ton TX. 76010 J. CONCRETE DESIGN AND CONSTRUCTION 51-IALL CONFORM TO ACI CDNC;RETE SHOULD BE CHECKED FOR PROPER ELEVATION, — % — — %� % OF DRIVE �` g STANDARD 378-89 "BUILDING CODE REQUIREMENTS FOR SQUAIRE AND CORRECT DIMENSIONS. ® ® CO (817) 261-9116 REINFORCED CONCRETE. " 3. MEASUIREMENTS FOR ANCHOR BOLTS ARE EXACT AND SHOULD 4. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE (F'C) AT BE RIECHECKED TO INSURE PROPER LOCATION, fFO OP OF L /L CHAMP THE END OF 28 DAYS ShCC IALL BE 2500 PSI MIN. 4. CORRETION OF LOCATION, OF ELEVATION AND OF DIMENSIONAL OTI NG 5. REINFORCING STEEL SHALL BE GRADE 60 AND CONFORM TO ERROI)RS MUST BE MADE PRIOR TO THE ARRIVAL OF THE ERECTION IQ L lL CHAMP UI CICS TOP `� C� ASTM A615 LATEST REVISION. CREW1 AND PRIOR TO THE ERECTION OF THE STRUCTURE. 6. DETAILING, FABRICA TION AND PLACEMENT OF REINFORCING BARS 5. AFTER THE FORMS HAVE BEEN REMOVED, ALL TRENCHES, HOLES 2426 MAY PORT RD. SHALL COMPLY WITH ACI 315, ACI 318 AND CRSI STANDARDS. AND UNEVEN SITE CONDITIONS MUST BE LEVELED TO INSURE 7. ANCHOR BOLTS SHALL CONFORM TO ASTM A307. A SAFE WORKING AND ACCESS AREA ACCEPTABLE TO LOCAL, A TL ANTIC BEACH, FL 8. LANE IS NOT RESPONSIBLE FOR FOOTING POURED PRIOR STATE, FEDERAL AND OSHA AGENCIES. TO PERMITTING. -� MUST PROVIDE THIS INFORMATION. I 9. FOOTING ARE DESIGNED TO BE CONSTRAINED A T THE TOP B Y � 4��T 22'x 92' w TEE NOTICE: THIS DOCUMENT IS THE PROPERTY OF LANE COMPANJY. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION HEREIN SHALL BE COPIED OR REPRO)DUCED IN ANY MANNER, LOANED OR JOB NUMBER; A 6 SLAB. IF THEY ARE NOT PLEASE NOTIFY LANE SUPPLY CO. OTHERWISE DISPOSED OF, OR USED FOR ANY PURPOSE WHATSOIEVER, WITHOUT THE PRIOR WRITTEN DRAWN BY.• CAP 70. POUR FOOTINGS TO SAME TOP ELEVATION. PERMISSION OF LANE COMPANY. IF THIS DOCUMENT IS LOANED BY OR WITH THE AUTHORITY OF LANE COMPANY, THE BORROWER, IN CONSIDERATION OF- SUCH LOAN, AGREES TO THE CHK D B Y.• FOREGOING COOFDTHENSPECIAND FICAL LE AUTHORIZED WORK FOR 4WHICHII ITWAS USED. COMPLETION DA TE: !q0/,3/QD LSC- 21665...-- 1 A131 of 2 Foo TING NOTES: _ 1. FOOTINGS ARE DESIGNED To BE - _ 2 '— 0 " Z- 0 " CONSTRAINED @ THE TOP BY A 6" 2 '— 0 ' 2 - 0 SLAB. IF THEY ARE NOT PLEASE 8 8 NOTIFY THE LANE COMPANY. 8 " 8 " 2. LANE IS NOT RESPONSIBLE FOR FOOTINGS POURED OF HEADER PRIOR TO PERMITTING. C 0 HEADER J. TOP OF ALL FOOTINGS ARE AT SAME ELEVATION -.-T TC— U4a TC-- U40 • • BASE PLATE: LBP 16 BASE PLATE: LBP 15 c� PL 1 1/2 "x 18 "x 1 '—6 " N • I PL 1 114 "x 18"x "1 '- 6 " N �I w/(4) 2 "o HOLES N � w/(4) 2 ,,� HOLES - i' � Column & Footing *- — - low Column & Footing Q) co 00 — I Q:) • • D F • • I I I • • • • FIELD CUT FOR I FIELD CUT FOR DRAIN & CAULK DRAIN & CAULK I I PUMP ISLAND I I P UMP ISLAND ` (B Y 0 THERS) 3"0 PVC IN COLUMN (B Y 0 THERS) 3"r� PVC IN COLUMN -� I j (FURNISHED SHED B Y LANE & TURN EL B 0 W (FURNISHED B Y L A NE & TURN ELB O W \ INSTALLED BY O THERS) I I I I I TO REQUIRED INSTALLED BY OTHERS) I I I I I I TO REQUIRED + POST TION " TOP 0E DRI VE POSI TlON3 �_ 0 MIN. TOP OF DRI VE I I I 3 - 0 MIN. 44 4 4 ° zj _.�.. 4 d d o n p p ° d 4 4 4 e p d 44 v 4 ° 4 d 4 I I I 4 4 4 ° ° 4 4 4 ° 4 p 4 4v d 4 ° 4 44 p I I v v ° /- 4'44 d° ° ° Iq IIIlII I IIII1I 4 °4 v ° p d4 ° v 4 4 II I41 4 4 4 p 4 15 4 a 4 4 C) ° ° q 4 4 d4 d I 4 4 p _ ^` V 4 ° 4 4 I I ° ^ 8 15 d ° d M p I 1 ° 4 V d 4 A 4 4 C "V ! 4ZA - 4 -- --- --- ---- A307 ANCHOR BOL TS, E— f- A 307 ANCHOR BOL TS, Z: I- °4 4 1 1/2 "o x 36 " L ONG - W a> o 4 4 1 1/2"0 x .36 " LONG - LL-1 � o I ° (SUPPLIED BY LANE) ° (SUPPLIED BY LANE) I d ° _ ° W/ PROJECTION o c 7 I 4 p ° I w/8" PROJEC TION o Ln J N L-1 ():� o � o 16 - #6 's VER TI CA L - 16 - #6 s VER TI CAL I p I � o m dB Y OTHERS> � � m I (B Y o THERS) � ( o ° #6 's VER TI CAL NOTLt- 4 TIES @ 12 " 0. C. ° #6 's VER TI CAL NOT � 4 p4 SHOWN CORREC TL Y MAX. B Y 0 THERS SH OWN CORREC TL Y ° FOR CLARITY w/135 ° HOOKS FOR CLARITY4 ° 4 d v 4 4 4 #4 TIES @ 12 " 0. C. MA X. B Y O THERS 4 4 4 4 " w/135° HOOKS " " 2500 PSI CONCRETE 4 '---- 0 " DESIGN LOADS (BY 0 /-HERS) 4 0 " -_..______ --- - --- Square DEAD LOAD = AS OCCURS Square 2500 PSI CONCRETE LIVE LOAD = 20 p.s. f (BY OTHERS) ;FOOTING "B " DETAIL Q oG CODE LOAD ,1997 SBC FOOTING "A" DETAIL, MAIN CANO:P"Y SEISMIC ZONE = Ao = Av = 0. 05 'SEE CANOPY REVISIONS N0, DATE DESCRIPTION DRAWN CHK'D 120 Fairview SFE AB 7 FOR GENERAL NOTES I & Ulu Arling on, , 76010 AND FOOT/NG LOCA T/ONS ® ® Co. (817) 261-9116 LIL CHAMP L lL CHAMP/Q Ul CKS TOP #1401 2426 MAY PORT RD A TA L lel Tl C BEACH, EL ��a5 Ivy �r� w TEE NOTICE: THIS DOCUMENT IS THE PROPERTY OF LANE COMPANY. NEITHER THIS DOCUMENT NOR 22'x 192' ANY OTHERW SE DISPOSED AOF,NOREUSED FOR SHALL PURPOSE BE COPIED O WHATSOEVER, WITH UT IN ANY THE PRIOR ROWRITTEN ANED R DRAWN B Y.• CAP JCB NUMBER: PERMISSION OF LANE COMPANY. IF THIS DOCUMENT IS LOANED BY OR WITH THE AUTHORITY , OF LANE COMPANY, THE BORROWER, IN CONSIDERATION OF SUCH LOAM, AGREES TO THE CHK D B Y.• FOREGOING CONDITIONS ESPECIDFICAOL Y AUTHORIZEDOWO KE FOR WHICH IT WAS USED.N COMPLETION DA TE: 101,3100 LSC- 21665 A B2 OF- 2 61'-0 314"" OUT TO OUT GUTTER 23'-10" OUT TO OUT GUTTER 106'-7 114" OUT TO OUT GUTTER (10) OUTRIGGERS MK. (ORI) @ 2'-8" O.C. MAX 1'-11 20'-0 �r 4) — — — — — - — — — — — — MK, TH I WIOX26 I LEADER GUTTER MK.LLG7 (EMBOSSED LANE WHITE) 4) _ TYP. (2) PLACES Cay TEE E4 _T X03/4" ROD BRACE j (4) REO'd C) CD 4 L LO -4 1) Q) C) - E J3 Q) I \� - ,"Z MOM J� �h MOMEN T CONNEC TION TYP (J) PLACES LLJ ci _j >.< o clSCUPPER MK. LSC2 C) C-) Co (EMBOSSED LANE WHITE-)--. Q) zi ---I v 6 ci TYP. (4) PLACES @ TEE (5 ci Q) O_ 1_0 CO L,3X,3Xll4 LL_ D X -BRACING, Q) j E4 TYP (6) PLACES w4 Si ,Q) SCUPPER MK. LSC2 E CE 3) LEADER GUTTER MK.LLG7co (EMBOSSED LANE WHITE) A N (EMBOSSED LANE WHITE) A I E4 TYP. (16) PLACES E2 TYP. (16) PLACES E3 E3 E2 'N 0 MAIN CANOPY (9) MAIN CANOPY _j I MK. PI MK. P2 \� K. PJ MK. P5 I I MK. P61 IMK. P7 I I I I VK P1 I CU W12X14 W12X14 WI 4XJO W12XI4 W12X14W12X14 W12X14 1 A F t"�B I II PIPE 018"X1/4"" 11�c E3 E4 _)��E3 o m i TYP (IS) PL A CES MK. MK. E02 I MK. P5 IMK. P7 MK.1r W12 P1 UK. P 1 1 MK. P2F, rIz, P41 lv)l P6F I W12X14 W12X14 W12X14W12X14 Z ;12 14 B X ILQ E2 Z; Q_ L MK, P I MK. P2 L M� P1 LL�L' MK. P4 MK. P5+_ MK. P61 MK. P 7 1 W72X14 III W12X14 III W12X14III W12X14 II I W12X14 1 W12X14 III II W12X14 MK.LBA2 PERIMETER GUTTER MK. LDSI SHEAR 7" 5" DECK SUPPORT 5" J 7" HEADER BRIDGING 7" PURLIN BRIDGING SHEAR SHEAR SHEAR MK. LBA I SHEAR SHEAR \ MK. MK. L G I TYP, (80) PLACES SPLICE SPLICE TYP. (36) PLACES SPLICE SPLICE TYP, (44) PLACES SPLICE E2 SPLICE (EMBOSSED LANE WHITE) 5" 11,_9" 24'-0 24'-0" 24'-0" 24'-0" 24'-0" 24'-0 24'-0" 11'-9„ (2) ROWS OF PURLIN BRIDGING (2) ROWS OF PURLIN BRIDGING (2) ROWS OF PURLIN BRIDGING (2) ROWS OF PURLIN BRIDGING (2) ROWS OF PURLIN BRIDGING (2) ROWS OF PURLIN BRIDGING (2) ROWS OF PURLIN BRIDGING @ 8'-0" O.C. MAIX 9 8'-0" O.C. MAX @ 8'-0" O.C. MAX 0 8'-0" O.C. MAX @ 8'-0" O.C. MAX @ 8'-0" O.C. MAX 0 8'-0" O.C. MAX (143) SL-316 DECK PANELS 20 Go.(GALVALUME) (EMBOSSED LANE WHITE) @ 1'-4" O.C. MAX = 190'-8" 191'-6" OUT TO OUT GUTTER (70) OUTRIGGERS MK. (L044A) @ 2'-8" O.C. MAX TYPICAL BOTH SIDES CANOPY LAYOUT SCALE: 3116" = 1'-0" DESIGN LOADS DEAD LOAD = AS OCCURS GENERAL NOTES EREC TOR'S NO TES LIVE LOAD = 20 p. s. f WIND LOAD = 110 m.p.h. STRUCTURAL STEEL SHALL MEET THE AISC 1989 SPECIFICATION 9TH EDITION 1. CAULK ALL GUTTER JOINTS DURING INSTALLATION AND APPLY BLDG. CODE = 1997 SBC AND THE RISC CODE OF STANDARD PRACTICE, 7989 FLEXIBLE SEAL 60 TO TOP SIDE OF ALL GUTTER JOINTS AFTER INSTALLATION OP TI ON 13 OP T/ON "C- SEISMIC ZONE: Ao=Av= 0. 05 COLUMNS TO BE ASTM A500, GRADE 5 2. CAULK ALL JOINTS BETWEEN GUTTERS AND DECK AND BETWEEN COLUMNS OPTION "A UNDER TURNED UNDER TLJRNED 130L TS TO BE AS TM A.325 AND DECK WITH A SMOOTH, CLEAN APPLICATION UNDER HEAD EL EMEN T ELEMENT REVISIONS INS TA L L A TION OF BOL TS MUST CONSIST OF ONE OF THE FOLLOWING: J. APPLY FLEXIBLE SEAL 60 CLEAR AND TAR AROUND THE COLUMNS ON THE TURN NUT TO TIGHTEN TURN HEAD TO TIGHTEN NO. DATE DESCRIPTION DRAWN 1. TURN OF THE NUT METHOD.- TOP SIDE OF THE DECK AFTER BOTTOM SIDE HAS BEEN CAULKED. TURN NUT TO TIGHTEN A.) BOLTS SHALL BE BROUGHT TO A SNUG TIGHT CONDITION--DEFINED 4. DECK PANELS AND TRIM WILL BE WIPED CLEAN AFTER INSTALLA TION CAP HARDENED AS THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH 5. ALL TRASH AND EXTRA MATERIALS WILL BE HAULED OFF JOBSITE MEASURED WASHER GAP THEN TURN NUT AS FOLLOWS: 6. CHECK WITH GENERAL CONTRACTOR FOR DRAIN ORIENTATION MEA SURED B.) MARK NUT AND WASHER TI 7 CAP PLATES OF ALL COLUMNS MUST BE AT THE SAME ELEVATION CAP UP TO 3 IN. LENGTH = 11,3 TURN S. FURNISH AND INSTALL (6) 18" RADIUS (TEXACO RED) CORNERS. MEASURED HARDENED ------- UP TO 6 IN. LENGTH = 112 TURN 9. FURNISH AND INSTALL (ONE) 314"0 CONDUIT IN (8) COLUMNS. WASHER I 2. CALIBRATED TORQUE WRENCH METHOD.- 10. FURNISH AND INSTALL 44 3mm ACM FASCIA (TEXACO RED) 9 MAIN WASHER HARDENED 120 Fairview A.) INSTALLATION TORQUE VALUES: CA NOP Y, I jk JuAr Arlington, TX. 76010 518"o = 200 ff. -lbs. 26" 3mm ACM FASCIA (TEXACO RED) @ TEE. (44 " FULL HEIGHT FASCIA TO (817) 281-9116 314 "o = 550 ff. -lbs. CONTINUE ACROSS TEE SECTION @ MAIN CANOPY) INSTALLATION NOTES.- (FOR WASHERS WITH PLAIN FINISH) mffuffw® Co. 1 "0 -- 860 ft. -lbs. ll. DRAINAGE TO BE PVC IN COLUMNS. 1. FLAT FACE OF COMPRESSIBLE WASHER MUST BE PLACED AGAINST 3 LOAD INDICATING WASHER.- 12. FINISH PAINTING OF COLS. /S EXCLUDED. ASSEMBLED PARTS. L IL CHA MP A.) SEE DETAIL COMPRESSION WASHER 2. AFTER BOLTS ARE FULLY TIGHTENED. CAP MUST BE NO MORE SPECIFICA TION THAN . 015" FOR OPTION "A " & . 005" FOR OPTIONS "B"' AND "C". L I L CHAMP/QUI CHS TOP # 7 ,407 WIDE FLANGE BEAMS TO BE ASTM A36IA572 ANGLES, & PLA TES TO BE ASTM A,36 2426 MAY PORT RD REINFORCING STEEL TO BE ASTM 615, GRADE 60 COMPRESSION WASHER SPECIFICATION ATLANTIC BEACH, FL DECK PANELS TO BE ASTM 446, GRADE C MINIMUM WELDING SHALL MEET THE REQUIREMENTS OF THE AWS FOR NOTICE: 'CHIS DOCUMENT IS THE PROPERTY OF LANE COMPANY. NEITHER THIS DOCUMENT NOR (� 4D5 12c) 22'x 1921 wITEE BUILDING CONSTRUCTION USING E70XX ELECTRODES ANY DATA OR INFORMATION HEREIN SHALL BE COPIED OR REPRODUCED IN ANY MANNER, LOANED OR OTHERWISE DISPOSED OF, OR USED FOR ANY PURPOSE WHATSOEVER, WITHOUT THE PRIOR WRITTEN DRAWN BY, CAP JOB NUMBER: ALL STRUCTURAL STEEL TO BE PAINTED WITH ONE SHOP COAT PRIMER PERMISSION OF LANE COMPANY. IF THIS DOCUMENT IS LOANED BY OR WITH THE AUTHORITY OF LANE COMPANY, THE BORROWER, IN CONSIDERATION OF SUCH LOAN, AGREES TO THE CHKD 8 Y.- FOREGOING CONDITIONS AND TO RETURN THIS DOCUMENT ON REQUEST OR UPON COMPLETION OF THE SPECIFICALLY AUTHORIZED WORK FOR WHICH IT WAS USED. DA TE: 101,3100 LSC- 27665 El OF4 1 5/8" COP ANGLE MK, LSA4 HEADER BRIDGING ANGLE TOP ANGLE MK. LSA4 �' `� l ---__-`_ -- - -_ 0 x 3/4" TEKS TO O.R. �_�-__ (2), 10 x 3/4" TEKS TO 0.R. �' �� -- f -__ FASCIA 'S BEND (2)JI NOT SHOWN FOR CLARITY r! - � 11 • a i .\ r I 1 UMM ACM FA SCI A PANEL �r 3m m ACM FASCIA 3MM ACM FA SCI A PANEL i (TEXACO C 0 RED) SEE `� i (TEXACO RED) SEE SEE DETAIL B OUTRIGGER MK. L044A HEADER MK. ON PAGE FP 1) `� _ OUTRIGGER MK. L044A \ MK. ON PAGE E4) (L2 x 2 x 78GA. GAL V.) FASTEN TO LSA 1 �r - (L2 x 2 x 78GA. GAL V.) FASTEN TO LSA I (4) 14 x I " TEKS W/f114X7/8 LAP TEKS @ F_ (3) #74 x 1 TEKS W 14X7 8" LAP TEKS @ " O. C. _ 2 -0 MAX TO DECK �` � -E-E3 TO DECK � 2'-0" O. C. MAX � DETAIL B � TI A T SECTION MK. L SH6 � HAT SECTION MK, L SH6 (2) #I OX /4 "TEKS TO 0.R. (4l) 314"0 A325 Z (2) , 1&XZM4DOU13LE TO IDED & 3M DOUBLE SIDED A T EACH CONN. _ _ PURL IN � TAPE TO FASCIA. SEE E C C � - `--_ � TAPE TO FASCIA. SEE TAPE A PPL I CA TION NOTE v TA PE A PPL I CA TION NOTE FOR INSTRUCTIONS L7 FOR INSTRUCTIONS �� GUTTER CLEA T CUTTER CLEA T � MK. LGC134 3"8 NO HUB P R IN CAULK GUTTER \�� MK. LGC734 CONNECTOR U L DECK ZIPPER ANGLE CLIP CLEAT TO FASCIA ZIPPER ANGLE SEE DET (CONTINUOUS) �` \� MK. LZA2, W/(2) - MK. L ZA 2, W/(2) / _ - E/E3 r� �� , 10X3/4 "TEKS #10X3/4"TEKS r TO 0.R. i -___ �.____- � - - _ _ r i TO 0.R. i - --- -- ' I ► i SL-316 DECK PA NEL CL IP 14 x 718" TEKS GUTTER CLEA T i - ONE A T EACH PANEL RIB @ 2'-D 0. C. MAX. ___ - ___. __.._.. __ _ _ __- -- _-- � SEE DETAIL A \'4 SEE DETAIL A r m ON AL TERNA TE SIDES OF PURLIN oa i r 2 CLIPS ON LAST PANEL RIB @EACH PANEL RIB GUTTER MK. LG"Ir A T END OF PURLINS PLASTIC DROPOUT TO GUTTER i r „ (EMBOSSED WHl TE) 5 2 W/(12) #10x,3114 " TEKS. SEALr W 5 2 ATTACH TO DECK LEADER GUTTER MK.LLG7 r FROM TDP & OU TSIDE OF DROPOU T i W/#74 x 7/8" TEKS W/NEO W/FLEXIBLE STEAL `74x7/8 LAP TEKS W/NEO i o A T 1 0 0. C. @ 1 ' 0"--- 0. C. MAX ��\ o ZIPPER ANGLE ��\ OUT TO OUT GUTTER DIM,_ IS TO HERE 0 co OUT TO OUT GUTTER DIM. lS TO MERE SEC fi/DN B 0 Qc , `8x3/4 " MOD PERIMETER GUTTER SCALE: NONE SLE1 C TIONrA TRUSS @ 2'-0" `- SCALE: NONL EJ1 O. C. MAX. SPACING » DE TA IL A HEADER HEA DER ... 70 7/2' � 70 1/2" TAPE APPLICATION NOTE: (4) 3/4"o A325 — - A 325A T EACH CONN. 19 7/2" I 10 112" 1 (4) 3/4"o A325 -- (1) BOTH SURFACES TO BE TAPED MUST BE WIPED CLEAN i AT EACH CONN. W/50/50 SOLUTION ISOPROPAL ALCOHOL AND WATER. (2) WIPE ALL SURFACES DRY. CAP PLATE (3) SQUEEGEE TAPE ONTO METAL STRIP APPLYING 15 PSI. i 3/4 "x19"x2'-0" FIF11111114111111 CAP PLATE (4) ROLL FINISHED JOINT APPLYING MINIMUM PRESSURE OF 15 PSI. 3/4"x19"x2'-0" i i i TYP. i (5) 50 PERCENT BOND STRENGTH WILL BE ACHIEVED AFTER i i 7/4 20 MINUTES. FULL BOND STRENGTH WILL BE ACHEI VED —D-E-5 i D-E3 AFTER 72 HOURS. 1/4 TYP. -- � I I -------- '714 i D-E3 - -- - i i --- II i ii i i SL--316 � 3m m A CMS DECK FASCIA �_� JL I _j DECK i SL--316 i i COLUMN TRIM MK. L SC T 18R DECK 3"o COUPLER W/ 3 o FIELD I ATTACH I@ COLUMN WITH 'L J�T�^� i �' Lai �� INSTALLED PVC IN LEADER i i 2 72- 24x1 114 " TEKS COLUMN TRIM MK. LSCT78R ��. \� 3"� PVC ELBOW i A T EACH SIDE OF COLUMN DESIGN LOADS 3" COUPLER W/ 33 FIELD i Al TTA CH @COLUMN WI TH �� W/3"o PVC PIPE I i i DEAD LOAD = AS OCCURS INSTALLED PVC IN LEADER i OUTRIGGER i i i (.2) #12---24x1 1/4" TEKS J i „ „ STEEL COLUMN LIVE LOAD = 20 P.S. f. � TOP ANGLE 4 e TO 3 a P VC �__J � 3"o PVC ELBOW Al T EACH SIDE OF COLUMN (SEE E1 FOUR SIZE WIND LOAD - 710 m.p.h. REDUCER W/ 4"ro P VC W/3"o PVC PIPE i i i i i i AND MARK,) BLDG CODE = 1997 SBC STEEL COLUMN FIELD LOCATE & CUT 4"o HOLE MAX. L--- SEISMIC ZONE: Ao=Av=O. 05 4 "e TO 3"ro PVC i L__a i r __ - -------- --- -- i (SE-E E1 FOR SIZE s r FOR 3"8 PVC. CUT 4"o HOLE AS ROUND r i & SMOOTH AS POSSIBLE CENTERED i 3"o PVC DRAIN REDUCER W/ 4"a PVC i � AND MARK) � � FIELD LOCATE & CUT 4"o HOLE MAX. ` L__J �� WITH ELBOW i � IN COLUMN, REMOVING ANY JAGGED REVISIONS FOR 3"8 P VC. CUT 4 "o HOLE AS ROUND i r , EDGES. L OCA TE PVC WITHIN COLUMN NO, DATE DESCRIPTION DRAWN CHK'D & SMOOTH AS POSSIBLE CENTERED i 3 ro PVC DRAIN ��\` �' ADJUST TO MATCH THE CUT HOLE IN COLUMN, REMOVING ANY JAGGED L ` Wl%TH ELBOW . _ - __ AND CONNECT TO EXTERIOR DRAIN PIPE. i VES' AIN EDGES. L OCA TE PVC WITHIN COLUMN / -- PUMP VERIFY DR ADJUST TO MATCH THE CUT HOLE f „ „ ISLAND i ORIENTA TION WITf-1 -- -- A ND CONNECT TO EXTERIOR DRAIN PIPE. i � D E TA IL B � �__J � OWNER DR GENERAL _ VERIFY DRAIN i i i CONTRACTOR PUMP i i ORIEN TA TION WITH i J i i ISLAND i __ i OWNER OR GENERAL i JL__ i I AA "ArArlin�t6on Fairview TX76010 CONTRACTOR ---- - - ----- -- --- --- � , ii I i i (8"l7) 261-9116 -A--1 _ - - - - - - - -- __ - __ - i��L-J '� i FIELD INSTALLED 3"8 PVC PIPE LIL CHAMP THROUGH ISLAND OR TO UNDER- SEE ABI FOR BASEPLATE DIMENSIONS --- - -- -- - - -- -- ------ - -- GROUND DRAINAGE SYSTEM AS REQ'D LIL CHAMP/QUI CICS TOP # 1401 FIELD INSTALLED 3"ro PVC PIPE THROUGH ISLAND OR TO UNDER- SEE ABI FOR BASEPLATE DIMENSIONS SECTION @ TEE CANOPY COLUMN D 2426 MAY PORT RD GROUND DRAINAGE SYSTEM AS REQ'D A SCALE: NONE~ El A TL A N Tl C BEA CH, FL SECTION @ MAIN CA NOP Y COL UMN c o� y o� Jc� M, 6r4 2A 22'x 192' w/TEE SCALE: NONE E NOTICE: THIS INFORMATION I=NT IS THE PROPERTY OF LANE COMPANY. NEITHER THIS DOCUMENT NOR AOTHERW OTDATA HERWISE DISPOSEDAOF. OREUSED SHALL ANY POURIED OR POSE WHATSOEVER, WITHOUT IN ANY THE NPRIOROWRNTDEN DRAWN B Y. CAP JOB NUMBER; PERMISSION OF LANE COMPANY. IF THIS DOCUMENT IS LOANED BY OR WITH THE AUTHORITY OF LANE COMPANY. THE BORROWER, IN CONSIDERATION OF SUCH LOAN, AGREES TO THE CHK D B l FOREGOING CONDITIONS AND TO RE'CURN THIS DOCUMENT ON REQUEST OR UPON COMPLETION DA TE: 0/Z/oo L s(�-- 2 �5 E2 OF 4 OF (HE SPECIFICALLY AUTHORIZED WORK FOR WHICH IT WAS USED. C ✓ ............. ....... ... ... . ............. ........... ............. ....... ...................... .......... PERIMETER . .......... .. ............. ... CU TIER ................. I.... ... ........... ............. .... ..... ...... . ......... L 1 712 x 12 x 118 ..................... ...''I....I.,.... 1— 0 1 1 ................ ..................... .. .. ......... MK. L BA 1. FA S TEN TO BEND DECK PANEL ........... .. ... ....... ..... ......... .............. ... ....... ..... ..... PURLIN WI(2)-#12-24 x UP FROM COLUMN ....... ..... ........ . ....... ................ 1- 114 " TEKS PER CONN. CUTOUT AND ATTACH PIPE COLUMN 7 THRU SIDES OF COLUMN SEE E1 FOR SIZE .. .... ....... ...... .............. AND MARK .. ....... ... WITH #12-24xl 714 " SCUPPER MK, LSC2 TEKS (2) PER LIP CUT 2"X70" HOLE LEADER CUTTER ATTACH TO DECK WITH IN GUTTER 2" OFF FOLD ENDS & SCREW (2)-#74 x 1 " TEKS BOTTOM OF GUTTER. TO OUTSIDE OF GUTTER PURLIN PANEL PER CONNECTION 'eo PUSH TO THE INSIDE CLIP L I 712x1 712x118 OF CUTTER. ATTACH MK. LDS 1 WITH POP RIVETS • - --- --- - --- --- - ---- - - ------ ------ - --- - MUST SPAN 4 PANEL -<RIBS, ATTACH WITH I SCUPPER DETAIL @ LEADER GUTTER H SL-316 4 #14 x I " TEKS SCALE: NONE El DECK DETAIL AT PURLIN BRIDGING A (8)3/4 "0 A,325 INSTALL SPACER PLATES AS 3) BOL TS REQUIRED TO LEVEL AND SCALE: NONE Ell) PRE-LOAD PURLINS PURLIN W18x4O L 1 712 x 1 112 x718" MK. LBA2 DETAIL AT COLUMN D TC-L/4o (TYPj ATTACH WITH (2) SCALE: NONE E2 #72-24x1 714 TEKS T@ PER CONNECTION AT L 5 76 PURLIN & HEADER 5116 HEADER SECURE THE PANEL CLIP BY THE USE OFA #14x718" LAP TEK SL-316 PANEL PURLIN PURLIN (BEHIND THE CLIP AND THROUGH THE LEG OF THE PANEL) TO W18x40 PREVENT THE CLIP FROM PL 1jyx 7)'x 1 )- 70 718)1 _,_,� RELEASING FROM THE PURLIN. MK. MSPL 7 DETAIL AT PANEL CLIP E MOMENT SPLICE ASSEMBLE DETAIL L K SCA L E.- N ONE ��2 SCALE: NONE HEADER AFT 701 2" SEALER TAPE FULL HEIGHT OF 1110x314 " TEKS PANEL JOINT TYPICAL (J) FLA CES SL-316 PER JOIN T DECK DETAIL AT HEADER BRIDGING SCALE: NONE 114 S TIFF PL Owl TYP. 5 0 SEF FRAMING PLAN -3116 2 6 FOR DIMENSION DETAIL AT ACM FASCIA JOINT T YP. _ 6 PURLIN 3 16 >2- 6 A HEADER PURLIN SCALE: NONE OU TRIGGERS S TIFFENER PL DE TAIL Ad SCALE: NONE FIELD FABRI CA TED DESIGN LOADS 1/4" SPLICE OUTRIGGER DEAD LOAD = AS OCCURS PLA TE TOP ANGLE MK. LSA4 LIVE LOAD = 20 p.s. f. ATTACH TO TOP OF OUTRIGGERS WIND LOAD 110 m.p.h. W11110 x 314" TEKS BLDG CODE = 199753C SEISMIC ZONE: Ao=Av- 0. 05 MI TER CU T TER REVISIONS (SEMS) TO FIT ___NO DATE DESCRIPTION DRAWN CHWD 114" (2) -314"o M SOFF1 T TRI PURLIN - A325 BOLTS 3MM A CM FORMED 18 RAD. CORNER DETAIL AT TYPICAL SHEAR SPLICE c 120 Fairview SCALE: NONE I AA Arlington, TX 76010 "AFUNW� co. (817) 261-9116 FASTEN SHOP FABRICATED CORNER L IL CH MP TO OUTRIGGER & TOP ANGLE W/ #14 x 718" LAP TEKS L I L CHAMP Q UI CKS TOP # 1 4 0 7 2426 MAY PORT RD ATLANTIC BEACH, FL ER c NOTICE: THIS DOCUMENT IS THE PROPERTY 0 NY. NEITHER THIS 91�C�5 m " Db4 LL 22'x 192) wITEE DETAIL AT ACM 18 " RAD. CORN F LANE ('COMPA DOCUMENT NOR ANY DATA OR INFORMATION HEREIN SHALL BE COPIED OR, REPRODUCED IN ANY MANNER, LOANED OR JOB NUMBER: OTHERWISE DISPOSED OF, OR USED FOR ANY PURPOSE WHATSOEVER, WITHOUT THE PRIOR WRITTEN DRAWN 8 K CAP El PERMISSION OF LANE COMPANY. IF THIS DOCUMENT IS LOANED BY OR WITH THE AUTHORITY SCALE: NONE OF LANE COMPANY, THE BORROWER, IN CONSIDERATION OF SUCH LOAN, AGREES TO THE CHKD B Y- FOREGOING COOFNDTHEITIONSPECIFS AND TOL OLLY RETUAUTRN THIS RIZED DOCUMENT FOR ON REOUICH TS WAS USED.OR UPON COMPLETION DA TE: 1013100 LSC- 27665 E3 OF 4 ICHWORK WH SEE DETAIL B/E-2 X-BRACING (6) 314 "0 A325 BOLTS TOP ANGLE MK. LSA 4 — PER CONNEC TION 5/8 0 A325 1) y � MAIN PURLIN TEE PURLIN PURLIN BOLT (TYP.) PURLIN (2), 70 x 3/4 TEKS TO D.R. / \ W1 4X30 W18X40 3MM A CM FA SCI A PA NEL OU TRIGGER MK. OR I L 3"x3"x 7/4 " 5/8�� A 325 (TEXA CO RED) SEE \� (L2 x 2 x 18GA. CAL V.) BOL T ' MK. ON PA GE FP 1) (4) #14 x I " TEKS FASTEN TO LSA 7 �� TO DECK 316 °� TYP. / I _ I / TYP. WI#14X7/8 LAP TEKS @ 3/16 3/16 2'-0 O. C. MAX J -- GUTTER L GC 134 ^ 3/16 TYP. L 3x3 x1/4 _ PURLIN - _ (3) SIDES USE ONE L Wl TH SPA CER v ZIPPER ANGLE Q �t AND ONE L WI THOU T PEIR X-BRA CE MK. L ZA 2, W/(2) - #//X,3/4 "TEKS DETAIL OF CROSS BRIDGING A N To D.R. — - - - T - - T - - CLIP ANGLE I I L3X3x 7/4 " SCALE: NONE E 1 I I 1 DECK DECK (N. S F. S.) CLIP SEE DE T Z) SEE DETAIL A/E2 E/E3 � MAIN PURLIN � TEE PURLIN � W1 4X30 W78X40 3/4 "ra ROD �U 5„ 2„ THREADEDct CLIP ANGLE BO T1H ENDS o CUTTER MK. L G 7 (EMBOSSED WHITE) Z A TTA CH TO DECK I III L 3X3x 114" TURN13UCKL E � W1#74 x 718" TEKS W/NEO 10 I I I 0 FOR 3/4 e ROD A r t -0 0. C. I � I III 0 m Q / 3/4"r� ROD o SECTION @ TEE 1 75116" 1 15/16 " THREADED SCALE: NONE E 2"o x;s TG Borth ENDS I PIPE x 0'-6 - DETAIL @ TEE TO MAIN CANOPY F MK. PP 1 SCALE: NONE �El / / moi I 13/16"0x2" SL0T / IN WEB OF W7 4x,30 3/16 3/16 ROD BRACING DETAIL B SCALE: NONE E D TOP ANGLE MK. LSA4 (2)#10 x 3/4" TEKS To 0.R. TYP. 3/16 F- 3MM ACM FASCIA PANEL OUTRIGGER MK. QR2 SEE DETAIL B/E2 � � TEXACO RED SEE I ( ) (L2 x 2 x 78GA. CAL V.) MK. ON PA GE FP 1) (4) #14 x 1 " TEKS OU TRIGGER MK. OR/ TEE HEA DER FA S TEN TO LSA 1 ^_ TO DECK v ��, W 14X 7 8 LAP TEKS @ TOP ANGLE MK. LEA � - � � � # 2 -0 O. C. MAX 4 .� x 314 " TEKS TO O.R. (L 2 x 2 x 18 G�q. GA L V. r �` W 18X 0 (2)#10 (3) #/4 x 1 TEKS 7 4" STIFFENER �� v TEE PURL IN 3MM ACM FASCIA PANEL \ TO DECK P� TEE PURLIN (TEXACO RED) SEE _ MK. ON PA GE FP 1) - 3116 FASTEN TO LSA 7 TYP' 3/7 6 4 3 4 0 ( ) / ZIPPER ANGLE MK. LZA2, DESIGN LOADS WI#74X7/8" LAP TEKS @ (325 BQL TS W 2 ~ 2'-0" O. C. MAX _ 3/16 2- ]E:v #7 7X3/4"TEKS E YP. 1/2 FLANGE PL 1/4 TYP. TO O.R. DEAD LOAD = AS OCCURS GUTTER CLEAT 3116 2- 1/4 LIVE LOAD =20 p.s. f. Z MK. LGC134 WIND LOAD = 110 m.p.h. BLDG CODE = 7997 SBC ZIPPER A N GL E SEISMIC ZONE: A o=A v�=0. 05 L7 MK. L ZA 2, W/(2) - #1OX3/4 "TEKSFn rn REVISIONS N TO 0.R. NO. DATE f DESCRIPTION DRAWN CHK'D I I SL-316 SL-316 CEN TER GU T TER SL-316 DECK „ \ PANEL CLIP #74 x 7/8 TEKS DE_C` @ TEE FASTEN TO DECK DECK @ MAIN / ONE A T EACH PANEL RIB a 2'-0 Q. C. MAX. CANOPY w/(2) 14x7/8" CANOPY m SEE DETAIL A/E2 ON AL TERN'A TE SIDES OF PURLIN - � 2 CLIPS ON LAST PANEL RIB Cd PANEL RIB LAP TEKS w/n e o v� A T END OF PURLINS @ 1 '-0" 0. C. MAX 2" 6'1 2" 5 2 120 ai Arlington, lX1e 76010 0 10" ® ® CO. 617 261-9116 Z r L IL CRAM OU T To OU T GU TIER DIM. IS TO HERE SECTION @CEN TER GU ITER E LIL CHAMP/QUl CICS TDP # 74 0 7 SCALE: NONE 2426 MAY PORT RD A TL AN TIC BEA CH, FL SEC Tl ON D TEE c 0� x{016 M Dr�- EJ , 22'x 192' w TEE ti NOTICE: THIS DOCUMENT IS THE PROPERTY OF LANE COMPANY. NEITHER TH15 DOCUMENT NOR E J ANY DATA OR INFORMATION HEREIN SHALL BE COPIED OR REPRODUCED IN ANY MANNER, LOANED OR JOB NUMBER. SCALE: NONE j OTHERWISE DISPOSED OF, OR USED FOR ANY PURPOSE WHATSOEVER, WITHOUT THE PRIOR WRITTEN DRAWN B Y,• CAP PERMISSION OF LANE COMPANY. IF THIS DOCUMENT IS LOANED BY OR WITH THE AUTHORITY OF LANE COMPANY, THE BORROWER, IN CONSIDERATION OF SUCH LOAN, AGREES TO THE CHK D B Y: FOREGOING CONDITIONS SPECFICAOLLY AU HORIZED WORK FOR WHICH U r WAS USED, COMPLETION DA TE: 10/3/00 LSC- 27665 E4 OF 4 2,3 '- 10 " OUT TO OUT CUTTER G.C. VERIFY CANOPY ORIENTATION 20 �n 3 2 J/4 „ 9 7/4 �t- L*_F J --J J 70 , 5 „ 24 , 0 „ 24 '^ 0 „ 24 ,_ 0 „ 24 ,_ 0 „ 24 ,_ 0 „ 24 ,- 0 24 '-- 0 " 70 , 5 „ 188 '- 10 " OUT TO OU T CU TTER APP R d V E D � CITY OF ATLANTIC BEACH BUIL.CJING OFFICE RECEIVED 1 1/2"0 A307 R [r TH FADED ROD DEC 1`��2000 �y City of Atlantic E3eac DESIGN LOADS COLUMN & FOOTING LOCA TION — T 13t,riding encl Zenina�EA 0 LOAD = AS OCCURS SCALE: NONE — 2 HEx NU s LIVE LOAD = 20 p. S. f PI 314 x 5" X 5" WIND LOAD = 110 m.p. h. BLDG. CODE = 1997 SBC SEISMIC ZONE: A a_A v- 0. 05 REVISIONS NO. DACE DESCRIPTION DRAWN CHK'D r C / / A / �l n T/O A / n /O TES: : GE/� /I RA / n /O TES.. 1 12/5 REVISED CANOPY SIZE — PJL 1. VALL�FIOUNDATION WORK BY OTHERS AND SUBJECT TO LOCAL 1. ALL CANOPY FOOTINGS ARE TO BE POURED A MINIMUM OF VER Y IMP OR TAN T: APPROVAL. 72" BELOW FINISHED GRADE OR AS REQUIRED BY LOCAL AFTER FOOTINGS ARE POURED PLEASE SURVEY ROD 2, THE FOUNDATION DESIGN IS BASED UPON SECTION 1804-SBC CODES AND ORDINANCES. PROVIDE LANE CO. WITH THE FOOTING OR TAPE 1994 EDITION AND SECTION 1806-UBC- 1994 EDITION. THE 2. /T I'S THE OWNERS RESPONSIBILITY TO CONVEY TO ALL ELEVATIONS ON THE ELEVATION SHEET DESIGN CRITERIA SELECTED ASSUMES: CLASS 4 MATERIAL OR CONTRACTORS THA T I T IS THEIR RESPONSIBILI TY TO INSURE THA T A TTA CHED. BETTER, SOIL BEARING CAPACITY OF 1500 PSF AND A TIRE SITE IS PROPERLY EXCA VA TED AND GRADED. DURING TPA NSI T 120 Fairview PASSIVE SOIL PRESSURE OF 150 PSF PER FOOT OF DEPTH. CONCRETE FORMING PRIOR TO AND AFTER THE POUR, THE HIGHEST J. CONCRETE DESIGN AND CONSTRUCT/ON SHALL CONFORM TO ACI CONCRETE SHOULD BE CHECKED FOR PROPER ELEVATION, � � %— � % � � T OF DRPO/NT Atli u___ _ Arlington - 76010 STANDARD 318-89 "BUILDING CODE REQUIREMENTS FOR SQUARE AND CORRECT DIMENSIONS. ® ® CO. (817 2611-9116 REINFORCED CONCRETE. " J. MEASUREMENTS FOR ANCHOR BOLTS ARE EXACT AND SHOULD TOP OF 4, MINIMUM COMPRESSIVE STRENGTH OF CONCRETE (F'C) AT RE RECHECKED TO INSURE PROPER LOCATION. LIL CHAMP THE END OF 28 DAYS SHALL BE 2500 PSI MIN. 4. CORRECTION OF LOCATION, OF ELEVATION AND OF DIMENSIONAL FOOTING 5, REINFORCING STEEL SHALL BE GRADE 60 AND CONFORM TO EIRRORS MUST BE MADE PRIOR TO THE ARRIVAL OF THE ERECTION L I CHAMP/Q Ul CICS TOP O ASTM A675 LATEST REVISION. CREW AND PRIOR TO THE ERECTION OF THE STRUCTURE. 7 6, DETAILING FABRICATION AND PLACEMENT OF REINFORCING BARS 5. AFTER THE FORMS HAVE BEEN REMOVED, ALL TRENCHES, HOLES SHALL COMPLY WITH ACI 315, ACI 318 AND CRS/ STANDARDS. AND UNEVEN SITE CONDITIONS MUST BE LEVELED TO INSURE 2426 MAY PORT RD. 7. ANCHOR BOL TS SHALL CONFORM TO ASTM A307. A SAFE WORKING AND ACCESS AREA ACCEPTABLE TO LOCAL, A TL A N Tl C BEA CH FL8. LANE IS NOT RESPONSIBLE FOR FOOTING POURED PRIOR STATE, FEDERAL AND OSHA AGENCIES. TO PERMITTING. -� MUST PROVIDE THIS INFORMA TION. jr � > 9. FOOTING ARE DESIGNED TO BE CONSTRAINED AT THE TOP BY � 5 m �� brS ' 22 X 192 w TEE NOTICE: THIS DOCUMENT IS THE PROPERTY OF LANE COMPANY. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION HEREIN SHALL BE COPIED OR REPRODUCED IN ANY MANNER, LOANED OR /� JOB NUMBER: A 6 SLAB, IF THEY ARE NOT, PLEASE NOTIFY LANE SUPPLY CO. OTHERWISE DISPOSED OF, OR USED FOR ANY PURPOSE WHATSOEVER, WITHOUT THE PRIOR WRITTEN DRAWN BY., CAP I0. POUR FOOTINGS TO SAME TOP ELEVA TION. PERMISSION OF LANE COMPANY. IF THIS DOCUMENT IS LOANED BY OR WITH THE AUTHORITY OF LANE COMPANY, THE BORROWER. IN CONSIDERATION OF SUCH LOAN, AGREES TO THE CHKD L Y. FOREGOING CONDITIONS HE UPON D INSPECIFICAL Y AUTHORIZED WO KDOCUMENT FOR WHICH IT WAS USED. COMPLETION DA TE: 10/3/00 LSC- 21665 /—I LJ 1 QF 2 4 )- 01) FOOTING NOTES: 2 ,_ 0 „ 2 '— 0 " L 1-00 TINGS ARE DESIGNED TO BE CONSTRAINED @ THE TOP BY A 6" SLAB. IF THEY ARE NOT PLEASE 8 8 NOTIFY THE LANE COMPANY. LANE IS NOT RESPONSIBLE FOR FOOTINGS POURED OF HEA DER � PRIOR TO PERMITTING. TOP OF ALL FOOTINGS _ ARF AT SAME ELEVATION 5/16 BASE PLATE: LBP 7 6 Q) N PL 1 1/2 "x 78"x 7 '- 6 " • w/(4) 2 "g HOLES N Column & Footing .A Q) 00 CK) 1 _ .• 1 O . • N 1 • • 41 • FI EL D CUT FOR DRAIN & CAULK i 1 1 -� TURN ELBOW TO REQUIRED � 3"0 PVC DRAIN PIPE POSITIONj ,— 0 MIN. TOP OF DRI VE (FURNISHED BY LANE & 1 I I I INSTALLED BY 0 THERS) 1 1 1 I I I 1 1 d 4 a d q 4 4 d 4 ° _4- - , j I1 1 4 4d o ° I ° ° e 164 q v dq 4— 214 4 4 4a v 4 4 4 d I a v q ° 4 1 1 1 41 q 4 4 ° 4 q °V q 1 1 4 Q q d ° d 4 d 4 o e I a 4 c 4 ° o 4 4 q d 4 v 4 ° 4 4 1 1 A4 •1 A ° v 1 lv 4 v 4 v n ti 4 4 d 1 1 0 n d A307 ANCHOR BOL TS, o d 4 1 1/2"o x 36 " LONG U) o I q (SUPPLIED BY LANE) q � ° d W18" PROJECTION o QD -_\ I I 4 I m 7 6 — #6 's VER TI CA L I '�1 (B Y 0 THERS) o q I #6 's VERTICAL NOT n ° SHOWN CORRECTLY -- d d FOR CLARITY 4 4 4 v 4 #4 TIES @ 12" 0. C. MAX. BY OTHERS 4 " 4 w/135 ° HOOKS 4 ,� 0 „ DESIGN LOADS DEAD LOAD = AS OCCURS SqU are LIVE LOAD = 20 p.s. f 2500 PSI CONCRETE WIND LOAD = 110 m.p.h. (BY OTHERS) FOOTING DETAILBLDG CODE = 1997 SBC SEISMIC ZONE = A a = A v = 0. 05 MAIN CANOPY & 'TEE REVISIONS NO. DATE DESCRIPTION DRAWN CHK'D 1 12/5 CHANGED SIZE OF WELD PJL 120 Fairview Arlington, TX. 76010 SEE AB I FOR GENERAL NOTESco. (817) 261-9116 r � AND FOOTING L OCA T/DNS LlL CHAMP L IL CHAMPIQUICKSTOP #1407 2426 MAY PORT RD A TA L lel Tl C BEACH, FL c�q a 5 M&kA b 0(+ 22'x 192' w TEE NOTICE: THIS DOCUMENT IS THE PROPERTY OF LANE COMPANY. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION HEREIN SHALL BE COPIED OR REPRODUCED IN ANY MANNER, LOANED OR JQ NUMBER: OTHERWISE DISPOSED OF, OR USED FOR ANY PURPOSL WHATSOEVER, WITHOUT THE PRIOR WRITTEN DRAWN BY.• CAP PERMISSION OF LANE COMPANY. IF THIS DOCUMENT IS LOANED BY OR WITH THE AUTHORITY OF LANE COMPANY, THE BORROWER, IN CONSIDERATION OF SUCH LOAN, AGREES TO THE CHK D B Y. FOREGOING COFDTHENSPECIFICAL RETURN AUTHORIZED HIS DOCUMENT WORK FOR WHIEOIU TS WAS USED.PON COMPLETION DA TE, 101,3100 LSC-- 216 65 A B2 Oi 59'-8 3/4" OUT TO OUT GUTTER 23'-10" OUT TO OUT GUTTER 105'-3 1/4" OUT TO OUT GUTTER (ID) OUTRIGGERS MK (OR 7) -- - - @ 2'-8" O.C. MAX 20'-O" 1'-11 11 - -3'-9-�---• 8'-2 8 -2 3 9 - C E4 I irk `v MK. TI-11 II WIOX26 LEADER GUTTER MK.LLG7 (EMBOSSED LANE WHITE) E 5 BTYP. (2) PLACE5 @ TEE I E4 I I N I 103/4" ROD BRACE Q (4) REQ'd ` Uj � co �, I N C) Q) -,z SCUPPER MK. L SC2 (EMBOSSED LANE WHITE) I I A a mTYP. (4) PLACES @ TEE I E4 z I (o O O � I I L 3X3X 1/4 � \ � I X-BRACING, Q z 0 E4 I TYP (6) PLACES 2 N I I � o 19" RADIUS ,BULLNOSE FASCIA I I " I I I L E3 I SCUPPER MK. LSC2 w E I LEADER GUTTER MK.LLG7 r EMBOSSED LANE WHITE) h1 E3 A Q a E4 a a o I E3 E3 (EMBOSSED LANE WHITE) ( TYP. 76 PLACES E2 I TYP. (16) PLACES q @ MAIN CANOPY E3 @MAIN CANOPY — — — E2 — — — J — n J- - — — - — — — — — _ - - v g — _ _ - - - - - - - - - _ - - _ _ -C'l I I UK. PI MK. P2 P3 MK. P5 MK. P61 MK. P7 MK. P I h I 72X14 W12X14 14X30 W12X14 W12X14 W12X74 W12X14 I � x � rA I II U q `� PIPE 078"XI/4'" E B I B o I TYP (18) PLACES' E3 EBF E3 E3 r- n I I I MK. P4 W12X14-MK. F5 M P6 MK. P7 I MK, P1 J p o p MK. P 1 MK. P2 u , I W12X14 - �+ I W12X14 N 0) I W72X14 �v rn I Wl X14 W12XI4 I W12X14 c� o I z ,� �' I ¢ B N DECK SUPPORT N N cv N �v 4 E2 zi ii MK. LDS1 g � I � -E I � I ¢ TYP. (36) PLACES T �^ M{�. P1 I � P I K. P2 __7 MK. P4 �MK. P5 MK. P6 MK. P7 o - • - I '2X14 W12XI4 W12X14 W1�X14 W12XI4 W12X74 _ W12X14 J I ') ill IL -- •— — — _—. — — — — — — — — — — � — — — — — — — — — — — — — — — — � — � — — — — — — — _ — — — - - — �l — — — — — — — - � — — — — — — — — — — _ - — I — — - — — — HEADER BRIDGING A I PERIMETER GUTTER a, PURLIN BRIDC,ING I E2 MK.LBA2 I E2 MK. MK. L G 1 MK. L.BA1 TYP. (51) PLACES (EMBOSSED LANE WHITE) `v TYP. (80) PLAICES4'-3 3'x 1.`'-0" SIGNAGE 2f3.. 3'-3" SHEAR SHEAR SHEAR BY OTHERS SHEAR SHEAR SHEAR 5" SPLICE SPLICE SPLICE SPLICE SPLICE SPLICE 5„ 10'-5 , 24'-0" 24.-0'" _ 24'-0"" _ 24'-0" 24"-O" 24'--0"' 24'-0" 70'-5" (2) ROWS OF PURLIN BRIDGING (2) ROWS OF PURLIN BRIDGING (2) ROWS OF PURLIN BRIDGING O ROWS OF PURLIN BRIDGIN (2) ROWS OF PURLIN BRIDGING (2) ROWS OF PURLIN BRIDGING (2) ROWS OF PURLIN BRIDGING @ 8'-0" O.C. MAX @ 8'-0" O.C. MAX @ 8'-0" Q.C. MAX @ 8'-0" O.C. MAX @ 8'--0" O.C. MAX @ 8'--0" O.C. MAX @ 8'-0" O.C. MAX Q (143) SL-,316 DECK PANELS 20 Ga.(G L VAL UME) (EMBOSSED LANE WHITE) @ 1'-4" O.C. MAX = 188'-0" 86'-11" OUT TO OUT GUTTER 15'-0" (7) OUTRIGGERS 86'-11" OUT TO OUT GUTTER _ (33) QU7-RIGGERS MK. (LO388) @ 2'-8" D.C. MAX TYPICAL BOTH SIDES MK. (OR/) @ 2'-8" (33) OUTRIGGERS MK. (LO38B) @ 2'-8" O.C- MAX TYPICAL BOTH SIDES O.C. MAX CANOPY LA YOU T _ �1 SCALE: J116" = 1'-0" DESIGN LOADS DEAD LOAD = AS OCCURS GENERAL NOTES ERECTOR'S NOTES LIVE LOAD = 20 p.s. f WIND LOAD = 170 m.p.h. 5TRUC%URAL STEEL SHALL MEET THE RISC 1989 SPECIFICATION 9TH EDITION 1. CAULK ALL GUTTER JOINTS DURING INSTALLATION AND APPLY BLDG. CODE = 1997 SBC AND THE A/SC CODE OF STANDARD PRACTICE, 1989 FLEX/BLE SEAL 60 TO TOP SIDE OF ALL GUTTER JO/NTS AFTER INSTALLATION 3'13 „ OPTION "C” SEISMIC ZONE: Ao=Av=0. 05 OP TION A OPTION B � �:�1_UMNS TO BE ASTM A500, GRADE B 2. CAULK ALL JOINTS BETWEEN GUTTERS AND DECK AND BETWEEN COLUMNS �� UNDER TURItiED .ROL TS TO BE ASTM A325 AND DECK WITH A SMOOTH, CLEAN APPLICATION UNDER HEAD UNDER TURNED ELEMENT TURN NU T TO TI GH TEN ELEMENT REVISIONS INSTALLATION OF BOLTS MUST CONSIST OF ONE OF THE FOLLOWING: 3. APPLY FLEXIBLE SEAL 60 CLEAR AND TAR AROUND THE COLUMNS ON THE TURN HEAD TO TIGHTEN _I. TURN OF THE NUT METHOD: TOP SIDE OF THE DECK AFTER BOTTOM SIDE HAS BEEN CAULKED. TURN NUT TO TIGHTEN NO. DATE DESCRIPTION --..-.--DRAWN CHK'D A.) BOLTS SHALL BE BROUGHT TO A SNUG TIGHT CONDITION-DEFINED 4. DECK PANELS AND TRIM WILL BE WIPED CLEAN AFTER INSTALLATION HARDENED 1 125 REVISED CANOPY SIZE — PJL AS THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH I 5. ALL TRASH AND EXTRA MATERIALS WILL BE HAULED OFF JOBSI TE GAP GAP 6. CHECK WITH l GENERAL CON TRA C TOR FOR DRAIN ORI EN TA TION MEASURE WASHER MEA SURED B.) MARK NUT AND WASHER THEN TURN NUT A S FOLLOWS: 7. CAP PLATES OF ALL COLUMNS MUST BE AT THE SAME EL E VA TION -- UP TO 3 /N. LENGTH = 1/3 TURN GAP ..__. 8. FURNISH AND INSTALL (ONE) 314 "o CONDUIT IN (8) COLUMNS. MEASURED HARDENED UP TO 6 IN. LENGTH = 1/2 TURN 9. FURNISH AND INSTALL 38" 3mm ACM BULLNOSE FASCIA (TEXACO RED) @ WASHER 2. CALIBRATED TORQUE WRENCH METHOD: HARDENED A,) INSTALLA TION TORQUE VALUES: MAIN CANOPY & TEE. 11, DRAINAGE TO BE PVC IN COLUMNS. WASHER I A a 120 Fairview 5/8"o = 200 ft. —lbs. Arlington, TX. 7601 12. FINISH PAINTING OF COLS. IS EXCLUDED. 3/4"o = 350 ft. —lbs, INSTALLATION NOTES: (FOR WASHERS WITH PLAIN FINISH)' ® ® CO. (817) 261-9116 I "o = 860 ft. —lbs. 1. FLAT FACE OF COMPRESSIBLE WASHER MUST BE PLACED AGAINST l 3. LOAD INDICA TING WASHER: ASSEMBLED PARTS. L, IL CHA MP A.) SEE DETAIL COMPRESSION WASHER 2. AFTER BOLTS ARE FULLY TIGHTENED, GAP MUST BE NO MORE SPECIFICA TION THAN . 015" FOR OPTION "A " & . 005" FOR OPTIONS "B" AND "C". L I L CHAMP/Q UI CKS TOP # 1407 WIDE FLANGE BEAMS TO BE ASTM A36/A572 ANGLES, & PLATES TO BE ASTM A36 2426 MAY PORT RD REINFORCING STEEL TO BE ASTM 675, GRADE 60 COMPRESSION V WASHER SPECIFICATION A TL A lel TIC BEACH, FL DECK PANELS TO BE ASTM 446, GRADE C MINIMUM WELDING SHALL MEET THE REQUIREMENTS OF THE A WS FOR 22'x 192' W TEE NOTICE: THIS DOCUMENT IS THE PROPERTY OF LANE COMPANY, NEITHER THIS DOCUMENT NOR BUILDING CONSTRUCTION USING E70XX ELECTRODES ANY DATA OR INFORMATION HEREIN SHALL BE COPIED OR REPRODUCED IN ANY MANNER, LOANED OR JOU NU BER: ALL STRUCTURAL RUCTUI�AL STEEL TO BE PAINTED WITH ONE SHOP COAT PRIMER OTHERWISE DISPOSED OF, OR USED FOR ANY PURPOSE WHATSOEVER, WITHOUT THE PRIOR WRITTEN DRAWN BY. CAP PERMISSION OF LANE COMPANY. IF THIS DOCUMENT IS LOANED 8Y OR WITH THE AUTHORITY � OF LANE COMPANY, THE BORROWER, IN CONSIDERATION OF SUCH LOAN, AGREES TO THE CHKD B Y.' FOREGOING COOFDI HI E SPECIDFICAOL YE UTHORIZED OWO KE FOR WHICH ITS WAS U EDN COMPLETION DA TE: 101,3100 LSC- 21665 El OF 5 SEE DETAIL "A " SEE DETAIL "A " HEADER BRIDGING ANGLE BA CKFL A SHING MK. L BF4 NOT SHOWN FOR CL A Rl T Y TO OUTRIGGERS w/#10x 314" TOP ANGLE MK. LSA4 TEKS @ 1 '-0" 0. C. MAX TOP ANGLE MK. LSA 4 (2)#10 x 314" TEKS TO 0.R. (2)#10 x 314 " TEKS TO 0.R. 1 1 '5mm ACM RADIUS FASCIAOUTRIGGER MK. L038B 3mm ACM RADIUS FASCIA OUTRIGGER MK. LO38A (TEXACO RED) TO LSA 4 HEADER (TEXACO RED) TO LSA 4 (L2 x 2 x 18GA. GAL V.) w 14x " < (L2 x 2 x 18GA. GAL V.) wI#74x 718" LAP TEKS (3) #14 x 1 " TEKS /fit` 78LAP TEKS (4) #14 x 1 TEKSTO DECK @ 2'-0" 0. C. MAX TO DECK @ 2 -0 0. C. MAX F-E3 PURL IN F-E3 (4) 314"0 A 325 �.- A T EACH CONN. -r v LT 3"o lvJO f--I U L` ZIPPER ANGLE MK. LZA2 PURLIN DECK CONN�EC TOR oo ZIPPER ANGLE MK. L ZA 2 00 wl(2) #1 Ox 3/4 " TEKS CLIP wl(2) #70x J14" TEKS rr' 0 ea. OUTRIGGER SEE DET @ ea. OUTRIGGER E/E3 r r 1 316 DECK 1 I — DECK PANEL CLIP #14 x 7/8" TEKS ONE A T EA Ctrl PANEL RIB @2'-0 0. C. MAX. ON AL TERNA TE SIDES OF PURLIN @ EACH PANEL RIB m GUTTER MK. LG1 2 CLIPS ON LAST PANEL RIB m GUTTER MK. L G I (EMBOSSED WHl TE) A T END OF PURLINS --_j PLASTIC DROPOUT TO GUTTER cry (EMBOSSED WHI TE) w ATTACH TO DECK 5 2 1_�-, ATTACH TO DECK 5" 2" W/(72) #10x3/4" TEKS. SEAL LEADER GUTTER MK.LLG7 WI#14 x 7/8" TEKS W/#7 4 x 718" TEKS FROM TOP & OU TSIDE OF DROPOU T #14x718" LAP TEKS W/NEO o WINED A T 1 '-0 0. C. WIFL EXIBL E SEA L �, WINEO A T 1 '-0 0. C. © 7 ,-0 0. C. MAX -z_ c_l) _- SEE DETAIL "B„ --I SEE DETAIL "B" m OUT TO OUT GUTTER DIM. IS TO HERS rr OUT TO OUT CUTTER DIM. IS TO TIERS Q .SEC T1 ON Q SEC TIONrA SCALE. N ONE -- SCALE: NONE 14 x 7/8" LAP TEK @ 2'-0" O. C. BA CKFL A SHING ZIPPER ANGLE I E ED \ \ / - OU TRIGGER SEE DETAIL M/E3 \ / L3X3x 3/8" STEEL ANGLE 19" RADIUS C3x4. 1 CHANNEL FRAMING @ 2'-8" 0. C. MAX. TO FASCIA \ �� TO OUTRIGGER w/(4) 1/4"0 SPAN (2) PURLINS � \ A,307 BOL TS \ OUTRIGGER MK. ORI - \ OUTRIGGER \ --- - \ (L 1 112 x 1 112 x 118 S TEEL) 1 I TO ANGLE BRA CES wl(4) HEADER I 3/3"O A307 BOLTS � I 79" RADIUS I FASCIA I I I r. 3'x 15' SIGNAGE TOP ANGLE -_ (by others) F-E3 (4) 314"0 A325 \ r AT EA CH CONN. \ 0 \ GU T TER rill \ \ r I8 x 3 4" MOD TRUSS # \ I 3'01 r NO Tl \ @ 2'-0" 0. C. MA>( -�- IL COMINEC TOR PURL I N DECK BA CKFL A SHING // // DESIGN LOADS CLIP DETAIL I � DEAD LOAD = AS OCCURS SEE DET E/E3 // // LIVE LOAD = 20 p.s. f. DETAIL A WIND LOAD = 110 m.p.h. BLDG CODE = 1997 SBC SEISMIC ZONE: Ac--A v=0. 05 s \ Ll \ 1 _ REVISIONS „ N0. DATE DESCRIPTION DRAWN CHK'D BOLTS PER ACONN _1 GO T TER MK. G I PLASTIC DROPOUT TO GUTTER 1 12/6 GENERAL REVISION TO FASCIA TYPE PJL �' (EMBOSSED WHITE) WI(12) #10x3/4" TEKS. SEAL LEADER GUTTER MK.LLG7 A TTACH TO DECK FROM TOP & OUTSIDE OF DROPOUT W/, 14 x 7/8" TEKS W/NEO W/FLEXIBLE SEAL , `14x7/8" LAP TEKS W/NEO TAPE APPLICATION NOTE: -- ==r= A T 1 -0 0. C. @ 1 '-0" 0. C. MAX (1) BOTH SURFACES TO BE TAPED MUST BE WIPED CLEAN W/50/50 SOLUTION ISOPROPAL AL COIyOL AND WATER. MAU 120 Fairview Arlington SEE DETAIL NIE3 (2 W/PE ALL SURFY.ACES DR - 16 c� 3) SQUEEGEE TAPE ONTO METAL STRIP APPLYING Y/NG 15 PSI. ® FINISHED JOINT APPL PING MlNIMIUM PRESSURE CO. (617) ?611-9116 a OUT TO OU rGUTTER DIM. IS TO HERE ( ) (4) ROLL / OF 15 PSI. L IL CHA MP (5) r DSTRENGTH � ACHIEVED AFTERSEC TION @ SI GN C 20 MINUTES. STRENGTH %LBE AE VED L IL CHA MP UI C / O P # 14 01 SCALE; NONE El AFTER 72 HOURS. 2426 MAY PORT RD A TL A N TI C BEA CH, FL 04, .5jDa4 gid 22'x 192' w/TEE NOTICE: THIS DOCUMENT IS THE PROPERTY OF LANE COMPANY. NEITHER THIS DOCUMENT NOR ANY OTHERWSEODI POSEDAOFNOREUSIEDSFORHALLANYPUURPOSEBE COPI�DOWHATSOEVER,,R REPRODUCEDWNHOUTANY 'THE PRIOROWRITANNER, LANEDTENR DRAWN BY.- CAP JOB UMBER. PERMISSION OF LANE COMPANY. IF THIS DOCUMENT IS LOANED BY OR WITH THE AUTHORITY OF LANE COMPANY, THE BORROWER, IN CONSIDERATION OF SUCH LOAN, AGREES TO THE CHK D B Y. FOREGOING COFDTHEN SPECIFICAL LE AUTHORIZED WO KE FOR WHICHHU TSWAOS USED. COMPLETION DA TE. 101,3100 LSC- 21665 E2 OF 5 HEADER .......... ............ .................... ............''... ......I................ . ... ............. ... .................. ................. .......... ..................... ... PERIMETER L 1 712 x 1 112 x 718 ......... . ...................... .. .......I............. ............... .......................... GU TTER ............. ..... . ......... MK. L BA 7. FA S TEN TO BEND DECK PANEL . .................. ... ........ .................... ... UP FROM COLUMN PURLIN WI(2)-#12-24 x .................. ....... ................ ...... ........ ........ . .. .......... 1 - 714 " TEKS PER CONN. CUTOUT AND ATTACH PIPE COL UMN ...... . ....... THRU SIDES OF COLUMN EE E1 FOR SIZE ............ . ... .......WITH #12-24x1 114 " AND MARK �/4 STIFF PL .... .......... ........... ...... TEKS (2) PER L IP 3116 t ........... SCUPPER UK. L SC2 V CUT 2"X70" HOLE '5// 6 \2- < TYP. ATTAC11-1 TO DECK WITH LEADER CUTTER (2)-#14 x I " TEKS IN GUTTER 2" OFF FOLD ENDS & SCRFW T YP. PURLIN PAN PER CONNEC TION BOTTOM OF CUTTER. TO OUTSIDE OF GUTTER CLIP L I 1/2x1 1/2x1/8 PUSH TO THE INSIDE PURLIN MK. LDSI OF GUTTER. ATTACH • - - ------ --- -- -- - - MUST SPAN 4 PANEL -< WITH POP RI VETS S TI FRENCH PL DE TA IL RIBS, ATTACH WITH 4 #7 4 x I " TEKS SCUPPER DETAIL @ LEADER GU TTER HSCA L E .- N ONE SL-316 DECK SCALE: NONE El #72-24 x 7 714 " TEK ,DETAIL AT PURLIN BRIDGING SCALE: NONE E1 /\V BACKFLASHINC RADIUS BULLNOSE x / 112 x118" MK. LBA2 DETAIL A T COLUMN rD FASCIA OUTRIGGER A T TA CH W1 TH (2) SCALE.' N ONEE2 1172-24xl 114 TEKS in --- -- - ------ -- PER CONNECTION A T - - - PURLIN & HEADER HEADER SECURE THE PANEL CLIP BY THE USE OF A #14x718" LAP TEK 11 PURLIN (BE-HIND THE CLIP AND THROUGH THE LEG OF THE PANEL) TO SL-316 PANEL C3X4. I CHANNEL PREVENT THE CLIP FROM FRAMING RELEASING FROM THE PURLIN. DETAIL AT PANEL CLIP E _ '' SCALE: NONE E2 _-- DETAIL RADIUS 13A CKER SCA L E.- NONE '\,_E2 BA CKFL A 51-IIN G SL-316 DECK OUTRIGGER DETAIL AT HEADER BRIDCINC SCALE: NONE 79 " RADIUS SEE FRAMING PLAN ► BULLNOSE FASCIA CU T TER FOR DIMENSION HEADER PURLIN BULLNOSE ASSEM3L Y TO SLIDE ON TOP OF CJX4. 7 CHANNEL RADIUS BACKER FRAMING 114" SPL I CE DESIGN LOADS PLA TE DE TA IL A T A CM FA SCIA JOINT FRADIUS BULLNOSE DEAD LOAD AS OCCURS II O LIVE LOAD = 20 p.s. f ii SCALE- NONE E2 FASCIA WIND LOAD = 170 m.p.h. BLDG CODE = 1997 SBC SEISMIC ZONE: Ao=Av=0. 05 114 " 79" RADIUS BULLNOSE REVISIONS (2) 314"o FASCIANO. DATE T DESCRIPTION DRAWN CHK'D PURLIN A,325 BOLTS #12-2'4 x 1 714)) TEK 1 12/6 GENERAL REVISION TO FASCIA TYPE DRAWN -- - - - 7 19" RADIUS BULLNOSE DETAIL ---------- FASCIA SCALE: NONE E2 -___ ___ -- _ - -_____ ___- __ DETAIL AT TYPICAL SHEAR SPLICE45' INSIDE 45' OUTSIDE _R CORNER MI TER CORNER MI TE SCALE: NONE 120 Fairview I AR HA: Arlington, TX 76010 "AFMNW" co. (817) 261-9116 GU TTER GUTTER L IL CHA MP ------- LIL CHAMPIQUICKSTOP # 1401 2426 MAY PORT RD ATLANTIC BEACH, FL DETAIL AT 45 MITER CORNERS cNOTICE: THIS DOCUMENT 15 THE PROPERTY OF LANE COMPANY. NEITHER THIS DOCUMENT NOR r+ V_J . 22'x 1,92' wITEE ANY DATA OR INFORMATION HEREIN SHALL BE COPIED OR REPRODUCED IN ANY MANNER, LOANED OR OTHERWISE DISPOSED OF, OR USED FOR ANY PURPOSE WHATSOEVER, WITHOUT THE PRIOR WRITTEN DRAWN B Y- CAP JOB NUMBER: SCALE: NONE V7 ji PERMISSION OF LANE COMPANY. IF THIS DOCUMENT IS LOANED BY OR WITH THE AUTHORITY OF LANE COMPANY, THE BORROWER, IN CONSIDERATION OF SUCH LOAN, AGREES ro THE CHKD /3 Y.- FOREGOING CONDITIONS AND TO RETURN THIS DOCUMENT ON REQUEST OR UPON COMPLETION I OF THE SPECIFICALLY AUTHORIZED WORK IOR WHICH IT WAS USED. I DA TE: 101,3100 LSC- 2166,5 L3 OF 5 SEE DETAIL "A/E2" BA CKFL A SHING MK. L BF4 TO OUTRIGGERS w/#10x .314" (6) 314"0 A325 BOLTS TEKS @ 1 0" 0. C. MA X PER CONNECTION 5/8"o A325 TOP ANGLE MK. LSA4 MAIN PURLIN TEE PURLIN PURLIN BOLT (TYP.) PURLIN (2)#10 x 3/4" TEKS TO O.R. X-BRACING W14X30 W18X40 L 3"x3"x1/4" 518"o A325 3mm ACM RADIUS FASCIA ` r OUTRIGGER MK. L038 (TEXACO RED) TO LSA4 (L2 x 2 x 18GA. GAL V.) w/#14x 7/8" LAP TEKS (4) #74 x I " TEKS 3/16 © 2'-0" O. C. MAX TO DECK - - rl T YP. L 3"x3"x 1/4" F- �- = 3/16 (3) SIDES ONE L WI TH SPA CER �0 - USE - A ND ONE L WI THOU T PER X-BRA CE Q v DETAIL OF CROSS BRIDGING A � CLIP ANGLE n ,c eo. OUTRIGGER O ZIPPER ANGLE MK. LZA2 PURLIN L3X3x 1/4 co w/(2) #1 SCALE: l Ol L E 0x J14" TEKS (N. S.,F. S.) - -- - - - - - - — � - MAIN PURLIN TEE PURLIN W14X30 W18X40 3/z4 "o ROD I DECK THREADED DECKCLIP BOTH ENDS - � SEE DET � I GUTTER MK. LGI (EMBOSSED WHITE) I III I LSP ANGLE TURNBUCKLE co A TTACH TO DECK E/E2 10 I II 0 FOR 314"o ROD c� W #7 4 x 7/8 TEKS W/NEO I III 5" 2„ A T 1 '-0 0. C. I III 3/48 ROD SEC Tl ON @ TEE D 7 15/16" II 1 15/16" c� ��r THREADED SCA L E: N ONE 2 0XE BOTH ENDS SEE DETAIL "B/E2" 1 S3„ / m PIPE x DETAIL @TEE To MAIN CANOPYF MK. PP I �r E SCALE: 0 IN / I 1,3176"o x 2" SL o T / IN WEB OF W1 4x,30 3/16 3/16 ROD BRACING DETAIL e SCALE: NONE E� SEE DETAIL "A/E2" BACKFLASHING MK. LBF4 To OUTRIGGERS w1jl Ox 314 " — — - TEKS @ 1 '-0" 0. C. MA X TEE HEA DER TOP ANGLE MK. LSA 4316 2 6 SL-316 CEN TER GU T TER / SL-J76 ; (2)#10 x 3/4 " TEKS TO 0.R. / TYP. 3/16 2_6 1/4" STIFFENER DECK @ TEE FASTEN TO DECK DECK @ MAIN 1,, PL CANOPY w/(2) 1114x7/8" CANOPY 3mm ACM RADIUS FASCIA r I LAP TEKS w/neo � (TEXACO RED) TO LSA4 316 @ 1 '-0" O. C. MAX TYP 2" 6" 2 w/#14 x 718" LAP TEKS (4) 314 "0 @ 2'-0" 0. C. MAX A,325 BOLTS TEE PURLIN 10" F- ::tsljl --- - a s -C Ti oN @ CENTER GUTTER E OUTRIGGER MK. L038A DESIGN LOADS v =-E3 (L2 x 2 x 18GA. GAL V.) SCALE: NONE E� DEAD LOAD = AS OCCURS LIVE LOAD -20 p.s. f (4) #14 x 1 TEKS WIND LOAD = 110 m.p.h. ZIPPER ANGLE MK. LZA2 TO DECK BLDG CODE _ "1997 SBC a� w/(2) f1 10x 314 " TEKS SEISMIC ZONE: A o=A v=0. 05 @ eo. OUTRIGGER Fol rn REVISIONS r N0 0 . DATE DESCRIPTION DRAWN CHK'p 1 12/6 GENERAL REVISION TO FASCIA TYPE PJL � I SL-316 DECK PANEL CLIP #14 x 7/8" TEKS - i ONE A T EACH PANEL RIB @ 2'-D 0. C. MAX. .. ON AL TERNA TE SIDES OF PURLIN @ EACH PANEL R1R1132 CLIPS ON LAST PANEL RIB 5" 2" AT END OF PURLINS 120 Fairview A A Arlington, TX. "76010 ® ® co. (8t7) 261-9116 _ LlL CHA MP SEE DETAIL "B/E2" LIL CHAMP/QUICKSTDP # 14- 07 ou T To ou T Gu TTER DIM. is To HERE � 2426 MAY PORT RD 0 A TL A N Tl C BEACH, EL T C 5 b(4 22'x 92' w TEE SEC Tl ON @ TEE NOTICE: THIS DOCUMENT IS THE PROPERTY OF LANE COMPANY. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION HEREIN SHALL BE COPIED OR REPRODUCED IN ANY MANNER, LOANED OR JQ NUMBER: SCA L L- .• NDN OTHERWISE DISPOSED OF, OR USED FOR ANY RURPT WHATSOEVER, WITHOUT THE PRIOR WRITTEN ORA WN B)/. CAP PERMISSION OF LANE COMPANY. IF THIS DOCUMENT IS LOANED BY OR WITH THE AUTHORITYOF LANE FOREGOING CONDITIONSTAND TORRETURNNTHIOSNDIOCUMENOTI ON REQUESTO OF SUCH OR UPONECOMPLETION TO THE CHK� D B Y. OF THE SPECIFICALLY AUTHORIZED WORK FOR WHICH IT WAS USED. DA l E. lo/,/O0 LSC- 21665 E4 OF 5 HEADER HEADER 1 D 1/2' 1 10 7/2" (4) 3/4"0 A,325 AT EA CH CONN. 1 1/2" 70 11 2)7 (4) 314 "a A,325 AT EACH CONN. CAP PLA TE 3/4"x 19"x2 0,> CAP PLA TE 3/4"Ix 19"x2'_0" i � i 1/4 TYP. i � TWYE INSIDE OF TEE COLUMN D—E3 i D—E3 i @ REQUIRED ELEVATION FROM BUILDING i TYP. — i --_.�_ _ i �D—EJ D—E3 1/4 i - -- - i ^T SL-316 DECK r- i SL-.315 „ 1 i COLUMN TRIM MK. LSCT18R 3 0 COUPLER W 3 0 FIELD DECkC i A A TTA CH @COLUMN WITH �L i J�-�-� i INSTALLED PVC IN LEADER i i (2) X12--24x1 1/4" TEKS i i COL UM'N TRIM MK. L SC T 7 8R 3"o PVC ELBOW A T EA CH SIDE OF COLUMN 3"o COUPLER W/ 3'.'o FIELD i A T TA C)H @ COLUMN Wl TH i Ll W/3 � P VC PIPE INSTALLED PVC IN LEADER i (2) #1.2--24x1 1/4 TEKS i i i i STEEL COLUMN ,3"0 PVC ELBOW A T EA ICH SIDE OF COLUMN 4 0 TO 3 0 P VC i L---j i (SEE E 1 FOR SIZE W1,3"0 PVC PIPE i i i RED JCER Vl%/ 4 B PVC � i i AND MARK) „ STEEL COLUMN L J i f7ETAlL A 4 ry TO 3 >� PVC �--� i FIELD LOCATE & CUT 4 r .HOLE MAX. i r i SEE E 1 FOR SIZE ,�, i —— C FOR 3 � .PVC. CUT 4 >a HOLE ROUND i „ REDUCER W/ 4 "� PVC i i AND MARK) &• SMOOTH AS POSSIBLE CENTERED i i A 3 8 PVC DRAIN FIELD LOCATE c4c CUT 4"0 HOLE MAX. �---J IN COLUMN, REMOVING Al` Y JAGGED WITH ELBOW FOR .3"HCl PVC. CUT 4 "0 HOLE AS ROUND � r^ ,zf[111" EDGES. L OCA TE PVC W,%Tl-; COLUMN i 3 0 PVC DRAIN & SMOOTH AS POSSIBLE CENTERED i ADJUST TO MATCH THE CUT HALE W1 TH EL E 0 W IN COLUMN, REMOVING ANY JAGGED AND CONNECT TO EXTERIOR Dh'AlN PIPE. I VERIFY DRAIN EDGES, L OCA TE PVC WITHIN COLUMN PUMP ADJUST TO MATCH THE CUT HOLE � � � � ORIEN TA TION WITH ISLAND ND _ OWNER OR GENERAL AND CONNECT TO EXTERIOR DRAIN PIPE. PUMP i i �IERIFY DRAIN Vill, i CON TRA C TOR lSLANDORIEN TA TION WlTHOWNER OR GENERAL CONTRACTOR --- -- _ _ .-.___- ------- - L ------ - --- ------ ------ ---------- �✓=��I hi - -- - - - - - - — - -- - - � EE ABI FOR BASEPLATE DIMENSIONS '� JL—_ FIELD INSTALLED 3"O PVC PIPE r� — �i J _�,� it THROUGH ISLAND OR TO UNDER, _ _ N - -- - - - - - - - - - - ----- --- --- - GROUND DRAINAGE SYSTEM AS REQ D S FIELD INSTALLED 3"o PVC PIPE THROUGH ISLAND OR TO UNDER, SEE ABI FOR BASEPLATE DIMENSIONS SECTION @ TEE CANOPY COLUMN D GROUND DRAINAGE SYSTEM AS REQ D SCALE NONE E� SECTION @ MAIM CANOPY COLUMN C SCA L L- N ONE DESIGN LOADS DEAD LOAD = AS OCCURS LIVE LOAD = 20 p. s. f. WIND LOAD = 110 m.p.h. BLDG CODE = 1997 SBC SEISMIC ZONE: A o=A v=0. 05 REVISIONS N0. DATE DESCRIPTION - DRAWN CHK'D 120 Fairview AMw Arlington, TX. 76010 ® ® c0. ( 317) 261-9116 LIL CHAMP L It CHA MP/Q Ul CKS TOP # 74 01 2426 MAY PORT RD A TL A lel Tl C BEA CH, EL of r�-- ��l NOTICE: THIS DOCUMENT IS THE PROPERTY OF LANE COMPANY. NEITHER THIS DOCUMENT NOR q�5 22'x 192' w/TEE ANY DATA OR OTHEERWISE DISPOSED OF, , OREUSIEDRENSFORHALLANY PUURIPOSEE WHATSOEEVERDWITHOUT BE COPED OR REPRODUCEIN ANY 'THENPRIOROWRITANER, LANEDTENNR DRAWN BY.• CAP JOB NUM ER: PERMISSION OF LANE COMPANY. IF THIS DOCUMENT IS LOANED BY OR WITH 'THE AUTHORITY OF LANE COMPANY, THE BORROWER. IN CONSIDERATION OF SUCH LOAN, AGREES TO THE CHK D B Y. FOREGOING CONDITIONS AND TO RETURN THIS DOCUMENT ON REQUEST OR UPON COMPLETION ; 10/3/00 LSC-- 21665 E5 of 5 OF THE SPECIFICALLY AUTHORIZED WORK FOR WHICH IT WAS USED. DA TLE MAP TO SHOW SPECIFIC PURPOSE SURVEY OF: "LIL ChAMP" STORE NO. 1401 AT T11E CORNER OF MAYPORT ROAD (A- I -A) � FLEET LANDING BOULEVARD, ATLANTIC BEACIJ, OUVAL COUNTY, FLORIDA. F,R THE PANTRY INC. AND CI(Y QF ATLANTIC' BEACH, FLORIDA. 186.24, � 1$043'02 SITE BENCH MARK _ FND NAIL & DISk IN l` , r 1 04� 14"OAk ELEV = 1284 -NE) 7 ,1[; � 7"VII I,t : ' "LB- I J IEi" N o j` RFFERFNCE POINT 150.06 - (9 ,71 - - - -- 1 O"�AI T,J000 E LDC N09.44 YY __i, WITh DECORATIVE BRICk uNDEF (.(-iNSTRuCTmi t� 139.94 4�1 Of CLOOR ELEVATION-- r 14 hU (ON CON( SLAB) 00 `i - AIL CHAMP" SITE",-, - m� P C14 r SITE BENCH MARK F-ND NAIL & DISK IN 104 40' 1 U7 96 140 3 � I I I \ 1 i" PINE EL EV =1. 1 1 _-END 1/2"IP I "S>S-LB,3624" S03'28'28"W CH=473.68' R=5679.58' 'L=473.81 ' FND 1/2"IP "DUROEN LB 1048iiw" MAYPQRT ROAD STATE' ROAD A- 1 -A RECP- IVEL) mliiml a .1 2001 NOLES:. City of Atlantic Beach Building and zoning 1? THE SPECIFIC PURPOSE OF- THIS SURVEY IS TO SHOW THE LOCATION OF THE GRAPHIC SCALE FOUNDATION AND ELEVATION OF FOUNDATION SLAB. :) BOUNDARY AND BENCHMARk INFORMATION WAS TAKEN FROM ENGINEERING PLANS so a 15 s(,, ao 120 FOR "OL CHAMP" j 1401 BY EOWARDS ENGINEERING (DATED: 9-27-2000) -- — -- - 3) THI_`S, I NOT A B UNDARY SURVEY. ----- - - - — — 4) THIS SURVEY DOES NOT PURPORT TO SHOW THE EXTENT, IF ANY, OF GOVERNMENTAL FIELD BOOK 1126, _ ( IN FEET ) JURISDICTIONAL AREA. PAGE(S) 40--41 _ 1 inch - 30 ft CORNER & STRUCTURE LEGEND. _ LEGENU: 4-DELTA ANGLE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL DRAWN BY JMJ �1 , ti p gr JMJ ��------�- — *:DENOTES SET 1 21P LB-4622 PC=POINT OF CURVATURE RIW=RIGHT-OF�-WAY _ — d:DENOTES FOUND 112"IP "LB--4622" PT=POINT OF TANGENCY PB PLAT BOOK RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER �� PR/ VETS A55 OC. PI=POINT OF INTERSECTION M9=MAP BOOK �i �� ■:DENOTES SET 4" CONCRETE MONUMENT "PRM-LB-4622" PRC=POINT OF REVERSE DB=DEED BOOK 0� ��IDA /��. CURVATURE e:OENOTES FOUND 4"CONCRETE MONUMENT "PRM-LB-4622 PCC=POINT or COMPOUND VOLUMEFICIAL RECORDS SURVEY DATE: FEB. 1 2, 200 '1_ DENOTES SFT 1/2" IP '7RAV PT LB4622" CURVATURE ORB=OFFICIAL RECOROs - --- -- - — -- - — __ DENOTES FOUND 1/2"IP (NO SURVEYOR IDENTIFICATION) CRHRCHORD P °PAGE REGISTERED ADIUS RSURVEYOR ET NO. 2218GA. SURVEYORS, MAPPERS AND LAND PLANNERS 2732 TOWNSEND BOULEVARD ®:pENOTES FOUND CONCRETE MONUMENT (TYPE AS NOTED) =LENGrx =CENTERLINE REGISTERED SURVEYOR & MAPPER NO. 2841 FL. \ JACKSONVILLE, FLORIDA, 3221 1 (s):OENOTFS SANITARY SEWER MANHOLE SEC=SECTION N'TS=NOT TO SCALE - - ` - IP-IRON PIPE JOH M. JAMES 0 OENOIES DRAINAGE. MANHOLE FND=FOUND REGISTERED SURVEYOR & MAPPER NO. 4774 FL- `�J� (904) 743--7658 LB No.4622 CM=CONCRETE MONUMENT rRAV=TRAVERSE A DENOTES WATER VALVE PRM=PERMANENT REFERENCE CHARLES R. LEE ti 'VEN)IES EIRE HYDRANT MONUMENT f-PROPERTY LIME APPROX = APPROXIMATE REGISTERED SURVEYOR & MAPPER N0. 561$ FL. DWG. NO.A-01 -'008 aqg Par- �g I, DRAWING FILE N0. IP SHOWING TOPOGRAPHIC & TREE SURVEY OF: A PART OF GOVERNMENT LOT 2, SECTION 8, TOWNSHIP Z SOUTH, RANGE 29 EAST, (71 DUVAL COUNTY, FLORIDA MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A CE AT THE 65POINT5DIRENCE N RECORDED PLAT BOOK A39, PAGES 22 ANDW 22A OF THE ST CORNER OF FAIRWAY PUBLICAS odd X Z ` J ' � H_- p �ti �/ RECORDS OF DUVAL COUNTY, FLORIDA; THENCE N.01'4a'10"W., ALONG THE EAST 'STATION US NAVAL K» ,V26 RIGHT-OF-WAY LINE OF MAYPORT ROAD (STATE ROAD A--1-A AS NOW ESTABLISHED AS �AATION mArPoRI�) , � °�� A 100 FOOT RIGHT-OF-WAY), A DISTANCE OF 1340.37 FEET TO THE POINT OF re seo MArPaRr ROAp v �� . CURVATURE OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 5679.58 FEET; � �� #p� ��yA" THENCE NORTHERLY ALONG THE ARC OF SAID CURVE AN ARC DISTANCE OF 276.32 srnrE RgATi A-1-A c ��`� TOP ELEV-12.80 F 76.29 FEET TO AN INTERSECTION OF SAID EAST RIGHT-OF-WAY P �41 ` SITE V ! , --SANITARY SEWER MANHOLE FEET, SDDTARC BONG SUBTENDED BY A CHORD BEARING OF N-00'18'32"W. AND A w G RA.PHIC SCALE 14"K _ NE. INV=3.90 LINE OF MAYPORT ROAD WITH THE NORTH RIGHT-OF-WAY LINE OF FLEET LANDING TO: TQWN OF raAvporri• � � :7D a 1s as ea � � a / THENCE CONTINUE ALONG THE ARC N, � / SE. INV=3-SD BOULEVARD WEST AND THE POINT OF BEGINNING P STORM DRAINAGE MANHOLE OF SAID CURVE AND ALONG SAID EAST RIGHT-OF-WAY LINE OF MAYPORT ROAD AN _ ARC DISTANCE OF 473.81 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING OF U TOP ELEV-12'75 N.03'28'29"E. AND A CHORD DISTANCE OF 473.6$ FEET TO AN INTERSECTION WITH THE P _ [N FEET G SAID NORTH LINE TOP OF PIPE=7.81 ( ) "' f OFSECTION8�A DISTANCE AFORESAID OF SECTION0.00 FEET TO HEC ENTEREUFAANNEXIST NG DRAINAGE o (COULD NOT VERIFY PIPE SIZE) V I C I N I T Y M A P 1 inch = :30 ft. CANAL THE SAME BEING THE NORTHWEST CORNER OF THE LANDS DESCRIBED IN REL + � � �NaT ra seALE s'K ~ 'w' I AL RECQRDS VOLUME 6688, PAGE 0675); THENCE SQUTHERLY ALONG THE f; '�!.� rn f GUARD OFFICIAL 4 CENTER OF SAID DRAINAGE CANAL THE FOLLOWING THREE COURSES: 1) 5.09'44'10"E- ,� HOUSE A DISTANCE OF 139.94 FEET; 2 5.14'00'17"E. A DISTANCE OF 150.06 FEET; 3) r 10 r1 �� CONC. WALL IJ �? S-08'43'02"E. A DISTANCE OF 186.24 FEET TO THE AFOREMENTIONED NORTH RIGHT-OF- '•°e. N/2'x2' COLUMNS ' WAY LINE OF FLEET LANDING BOULEVARD WEST; THENCE S.88'17'50"W., ALONG SAID Cir RIGHT-OF-WAY LINE, A DISTANCE OF 207.00 FEET TO THE POINT OF BEGINNING. Y of Atlantic q E3eaCl7 18'K Try N) ` [3{:lildinf Incl Zoning 11/1/95-SEC8\T2R29-B.ULL 48"frVIA n u 9"a 0.8' WOOD RETAINING WALL TOP ELEV=16.00 " n 8"K 1.0' CONC. HEADWALL ] W/36" RCP - ' v NOTES. TOP ELEV=7.46 �1 •� / / INV=2.86 ,.� 4A / I r 6.6' CONC. HEADWALL I.) BEARINGS ARE BASED ON THE TANGENT PART OF THE EAST `0`1 FP ELEV=10.49 RIGHT-OF-WAY LINE OF STATE ROAD A-1-A AS BEING: `N� ��° T r.:,i v�v N.01'42'10"W- g• 4'x8' BOX CULVERT se T C/PM,•, INV=2.87 2-) NO BUILDING RESTRICTION LINE SHOWN, BUT THERE MAY BE J w / / ' `1 RESTRICTION LINES OR EASEMENTS THAT AFFECT THIS PROPERTY ' iyn'na , 6 .4 � FOUND "x` cur IN BY ZONING OR RECORDED IN THE PUBLIC RECORDS OF DUVAL G o\ 1 �►tF1 HEADWALL 1,16' sOurN COUNTY THAT ARE NOT SHOWN ON THIS SURVEY. Or CORNER P 12w-� `_ t l 9 T i 8'x8' BOX CULVERT 3.) THIS PROPERTY LIES IN FLOOD ZONE "x" BY FLOOD MAPS o _ ik� �--- •. - - �n - INV=-0.75 Lo CO �o� �1 11 Na REVISED 8/15/98, COMMUNITY PANEL NO. 12.0077 0242 E. l 4'x8' BOX CULVERT THE ELEVATIONS SHOWN HEREON A omo v `$a, �pGE .D `,o,. g ti� + Z 1 . , INV=2-75 BENCHMARK! 4 ) NATIONAL GEODETIC VERTICAL DATUM (N G.V.D. AND BASED ASED ON �� L" 11h. �y �_ ll SET NAIL & DISK "PLS 1674" (- g �� 5-) THIS PROPERTY IS ZONED CG (COMMERCIAL GENERAL) BY THE IN N. FACE OF 14" LIVE OAK I F�� gs `� , • Q2 ' N b ' ry �y� ° - CITY OF ATLANTIC BEACH. THE REQUIREMENTS IN THIS DISTRICT gl `�� I, rn rn - I ARE: o- / N N CATCH BASIN ELEV=12.84 V) V) r _ _ l ELEV. 2.0' «�. �� 1�' �;�; 4 �+1t �$6,x �_ -f WATEC� p0 ti � r FRONT YARD: 20 FEET �13 « � � "r �- TOP OF GRATE=13.21 REAR YARD: 20 FEET � A� <IN, _ N. INV=9.90 8 �o' �ti' I SIDE YARD: 10 FEET 1.0' GONG. ��1 Q.Q. 6'53"E 1. E. INV=8.80 �'.�---.� ��1 �,FJ 1 N78'2 + �9� `�`5� 11 P MAXIMUM LOT COVERAGE: NONE I I HEADWALL 1: ry h P` `` �l 1136' 4. « l ial-�� -' r CATCH BASIN MAXIMUM BUILDING HEIGHT: 35 FEET k EDGE OF WAFEf2 _ 3 a o r un _ - ,l - ., asPHA TOP OF GRATE=13.21 A fig' 6 .:. >�1• C= T_ T. 179, 1 �• 5'P 1Q' DRIVE r S. INV=9.90 HE AREA OF THIS PROPERTY IS 72.208 SQUARE FEET WHICH 15 TOP OF BANK 5. �o' "To o'P a"v 6 ' _. g� i 6.) T AA >a f. +... - - 9�� : '•'c�'` y ;1 13 K 1.657 ACRES. THE AREA FROM THE TRAVERSE LINE TO MAYPORT of K. r. hof 'P r- g `�o •�� ""-` ". - 12 f, e� P 8 g73.g$'_ «C z ROAD IS 58,081 OR 1.333 ACRES. chi EDGE: _�- 45 _ - OP OF BANK �- T ----�-- ,. ,� 1°I 150:12 � � �� I + .- .., .� + L 71 �Ly r�� g. 4 ` }a tyP $61 r 9,l M4k�.ti1 7 P 20"rW +�• 15 f �...., q « l ry e� w � 1D13' oZINV=2.B1 . Sg133 � ,+ gl s"" --- - 1.7"P ;za r ' 13"P p1• �$' �9y�'; �p9� _ I LEG©: SYMBOLS ANp ABBREVIATIONS UNLESS OTWERWISE NOTED4��1*�� q1 - aPe`' 6. 1' �� y11 «` tzP. 11P .t11 t,"P. to"P O1u't< � N DENOTES 1 2" IRON PIPE FOUND (LB 6645) CONC DENOTES CONCRETE 1a,;- 1�•3.8.G1.. l I l.,fl , -1 �"' ^ / 1 ''J. 16"=.. 1s•P `• 518"P �� N ¢ ''" O DENOTES 1/2" IRON PIPE SET (LB 6645) ELEV DENOTES ELEVATION s'1� 6l V �^ 18"PM L 4"PM i ` nl « _ iz.'P .� L • E, R •�, l � 5• ¢ A DENOTES PIN OR NAIL AND DISK SET (PLS 1674) ORV DENOTES OFFICIAL RECORDS VOLUME s? a ' a �1 l' A b��+ ) t is"Ac �� "�P + 1 `, V a I ♦ DENOTES PIN OR NAIL AND DISK FOUND (PLS 1674) ELEC DENOTES ELECTRIC ..�g•6� �$ L ,12,PM Ir{i10"'iW/M'rf1' �?�. ,O 10'K610"K 1 )9"K' 6�K TSP _•0 F, -L�• 9� u) t yl �f 1 '` I EI DENOTES 4"x4" CONCRETE MONUMENT SET ("PRM PLS 1674") OHE DENOTES OVERHEAD ELECTRIC LINE 19"TRP/MYr ., gi�,�� ' ``r8 l(g, 14"CAy « �1`J 1/"P « , ,.'wJ al F z" 4 L 1�S p O P c �C 38-TRP/CAMP B"cAMP yl �� i� Izy"rw/K f DENOTES CENTERLINE �'� �� ' 1 1]"P a-- ",� ,ti Q ■ DENOTES 4"x41' CONCRETE MONUMENT ND ("PRM PLS 1674") L tots �1 !D? �k , P ,op caNc sox PT DENOTES POINT OF TANGENCY ,G,) �1 ��'1 •11O P w1�wnrER vALvtis ® DENOTES X UTILITY PC DENOTES POINT OF CURVATURE PIPE 4 �� • l� 10 RCP DENOTES REINFORCED CONCRETE�.r - o� TVI+ ELEv=,a.gs * `� DENOTES UTIL Qql BENCWM 4RK: `10 1 ?)is"MY,,`cLsrR +� / /� /1 N �,v �� 14"r yl �J -a INVV f 1 / 1y DEMOTES SIGN+ 9, 10 (C : � a. � t. ABOVE GROUND z /� DENOTES GUY EP DENOTES EDGE OF PAVEMENT '4 P j) �� SET NAIL & DISK "PLS 1674" loll I' � jj � ) DACKFLaw PREVEN'(ER ._. 24" FORCE MSN t - 15"PM «� t 01 N F•^� O 15o't .� 9 sD 2b'rw cAMP 12"K 1'� + 0 6, M R W DENOTES RIGHT-OF-WAY IN S. FACE OF 13" PINE �1 " ------- �l) �-INTS � ELEV=12.11 �°'• t[�1�"K 12"CAMP � � � d_ � A • a� � � I � DENOTES TREE (SEE DESCRIPTION FOR SIZE & •TYPE} / Ila OK Q dol )Ta"K to"p �1 L7 NIS DENOTES NOT B DENOTES TTO°SCALE a( b 2"K o) 5 ' �� DENOTES LIGHT POLE I I O N ..C] .��O of 1. 11 �.) )J pp �) +`� 17• 18"K 1 I I 0 O 12-CAMP .... 1 12"K 9"K. 5�- 18"K r•.� i� 12"K �..F. t NN vp 5� 18"SH 19'TW/CAMP f i �)12"K ��` r -4 0 v c� `fr _ F-4 .k1�' `�,00 1) 1G, 1,1�1� -X2 Y 11 ° 18 CAMP a 1 ED 22"P •`1rZ1 SIGN & PLAN TER I PLAN rEFt Cal 6O`1 CONC. LIGHT Ul . ,( ,i)B..K • �,1. ..._.. 0.l �' ati W/SIGN L� +h CUNC. POWER 1s'PM �l POLE W/Guy 7Mi y�. 5 . 51 h1 . . .. .. •� • +`,�- C. LIG✓','r OVERHEAD ELECTRIC ANCHORS C7 1 6� ,-1j 4j15. TPEE LEGEND: PINE COM � _ (tl13-ArJ, "" ENCROACHES- .T E ; yol 1 DENOTES SUGAR BERRY 'TREE T 2`�~ POLE 3 CONC. � 1a'P`v.. - - - �� -s1 ��-��-F•y SB I { (13_-75, ��-� '�, �_.._ (1 `T...�"'ti�` ,--�• 74.1. 1 ,N / uv ANCM()R 1 -"Dvk,. -- --'• 3 �4 L7 N Gc• ucHr POLE X0,1 2"P ,E _Or, ;5� '`s K DENOTES OAK X61 �� sol I I r ` _`_ -.-��.. - ' ° ' 1°,` 1�-5679.58 CH.�473.B8 ' �o„�.--- -- - � � (1:1.33) �E ( 3.84) ,'��•�-'RN47tE?�'.y�K X14.0 DAMP DENOTES CAMPHOR {,3.3$ ,�. �v 2r HE- . `- .�.� _ r DELTA=04.4B 47 + _ `1�. �,� V\ BC DENOTES BLACK CHERRY TREE (13.88) (13.61 x(13..9 �H.. ti (i3.y). _Q,1� (14.2$) CONC TRAFFIC 13.63 3.s2 -�+ =- MY DENOTES MRYTLE .. ( 8) ) ) (73.99) '� `-, - P ) CONC W,TLk 1' z.v (13.s3) �N� _ 4�_ �_-�__ _._.,• Gorrc. (14:07 -Y- � __4 OLE ta.01� � PM DENOTES PALM CURB & CUrTFR t ) ( 332) I ) (14.7,1) �.9� 1 .93 13./7 HEADeR -�" { 3-82 1 .`-^. I_ DRIVE 1� 13.98 ', x TW DENOTES TWIN (13.42) (13.32) (13 72) y FERRY Y r - - - -h 13.63 13.54 POLE W/CUYOWER ANCHOR :i6) TRP DENOTES TRIPLE (13.85 0 U CLSTR DENOTES CLUSTER DROP INLET N/]CATCH BASIN (13'29} soar ( W cROkswALK 1.5'x1.5' TRAFFIC 13.96) 8U5 5rCN (14.03) SIGN (13.95) FOP OF GRATE 13.19 (13.45) (13.56) TELEPHONE MANHOLE SIGNAL POLE IOP ELEV-14.15 (13-66) E„4 S. ! V1 -7.96 CB = NOO'18'32"W S. INV-7.40 POINT OF _ R = 5679.58' G. +(,4.00, A SPH A L T - ----- -STORM DRAINAGE MANHOLE CH = 276.29' (14.03) «(14.08) A V E M E N T BEGINNING TDP ELEV-13.$2 L = 276.32' MAYPORT N. INV=8.16 ROAD --� STAT +(,4.3,, E. INV=8.04 EI ROAD A�- 1 - (14.42, (100' RIGHT-OF-WAY) A _J �L I z u1 04 d; It P r7 J A. I W 7 ry Z y1e,P+p 11 •O V E D a ►� a CITY.IF ATLANTIC BEACH BU11_DING G1'FIG� r a 1, SEP 2 ZO - � � � I PLANTER h� rob,) f cI) � W/BION 5� ��' � tELEPHONE 1 C 0 M F O R T I N IV � fY ,t) rn I l� -) RISER l D9 0 7 M `� b$ l�^j� ,5 laa6� LIR -�Wr- -*r.�_��..�� hl 4' IN POLE 'N/GCONC WUYRANCHOR Q ,*N, 2'x2' CONC ' '1' (UNDERGROUND ELF.C.) n I' N A t P n R K i N ,, ,1 /� 1+ L 5�� cABL� ry ` PADS yYa A s A n N Lti I 1 0 (I1.U) - -- C. PREPARED FOR THE BENEFIT OF: 1 + �� 0 CRE T E D F I V Ee., RISER « 1 / ) 2 1 (11.D1) ' N01'42'10"W NTs 1340.37' _ - U""f � rE �1y G " 4./D)(14.14)( t / I�? r�9L __ (11 s") 1:a0 � -- =-F. -� (�D) +{,4.71) 1, - UL' CHAMP, INC. I - {0 h 16� 'r' 1kl 101' (13.79) (13.92) PC ASPHAL �� l� , `�� l, r;•.: f, + f, (13.17 A14.36 1 59 WToE HEDGES t(.1.U-7) 9 4' - oHE- EDWARDS ENGINEERING _ 1 __�akil _"-w tl!-� ) + , .75 t 4.03 14:1 4_4X --:_ VT,'4 13.9$ 4. 1 i �( - CUE --_ '3 13.71 ( 3 4 - �� _ 09) GONG. 'TRAFFIC1 .s 0+ cI -^( ):3 2 4• P1, . .. CO[JC- ALK- ALK WCgNC, W 7 "' 14.2$ -+�; 5) C,Pi .�� 2�" 1 4"'r 4.32x'•0.9 '�YOLE r 13.72 S.$ co� 1.01 r• � 1 S. 9 'C C. W 14 �- 1 14 .4� - � - ,3.48h �--�•�-...�_' 14..0 cONc. APRON. 14.22 ( ) ..� •�--- 1 1 _ 13.9$ 1 ,93 "GONG. POWER 13,77 13.68 ) ( .....� - _._� U$ ) 13.633 13.54 POLE W/GUY ANCHOR 13.36) 13.28 (13.67) 13.82 14.03) 1;1.69 (14.19 14.30 10.I1 CROsswaLK 1.5'x1.5' TRAFrIC ! u 1.i.S63 �13 65� ) (r 3.92) (10.36) (10.51) 9GN CONC. POWER POLE SIGNAL PALE CATCH BASIN w/UOriPO'NE,T7 POLE POINT OF Q��®( (�] W/GUY ANCHOR & UGHT CB = N00'18'32"W FLOTOP ELEV=13.2$ (UNDERGROUND ELEC.) CATCH BASIN STORM DRAINAGE MANHOLE R - 5679'58' (COULD NOT VERIFY PIPE SIZE) TDP ELEV=13.98 REFERENCE �, o CH = 276 29' N.INV.(15"RCP)=10.02 NORTHWEST CORNER OF INC. TOP .ELEV=13.82 L = 276.32' STORM DRAINAGE MANHOLE W-INV=10.34 PIPE FAIRWAY ST CO �� O H. BRUCEJDURDEN, SR. N. INV=8,16 TOP ELEV=13.59 (COULD NOT VERIFY I E SIZE) LB 66.45 E. INV-8.04 (COULD NOT OPEN) PROFESSIONAL, LAND SURVEYOR NO.1674 FLORIDA 1103 SOUTH THIRD STREET DATE: APRIL 20, 2000 JACKSONV(904) 249-7261LLE FAXFAX (904)A32250 241-1252 SCALE: 1"-30' crr m THIS MAP OF SURVEY IS NOT VALID UNLESS IT IS SIGNED REVISED 6/28/00 TO SHOW ADDITIONAL INFORMATION. AN0 HAS THE RAISED SEAL OF A FLORIDA LAND SURVEYOR. DRAWING FILE NO. U-210 s9ky Po ral- a ?. Two-ply reinforced black rubber hose PLANTING NOTES chafing guards. Feed guying wire through hose 1. SEE LANDSCAPE SPECIFICATIONS (SECTION 02900 - LANDSCAPE DEVELOPMENT) BEFORE MITIGATION CALCULATIONS for tree protection, !{1 BIDDING AND BEFORE COMMENCING WORK, �- 2. THE LANDSCAPE CONTRACTOR IS REPONSIBLE FOR VERIFYING SITE CONDITIONS AND ALLProtect tree bark from hoisting damage PROTECTED TREE MITIGATI❑N PROVIDED TOTAL TREES `Q PLANT MATERIALS AND QUANTITIES LISTED ON THESE PLANS BEFORE BIDDING. DISCREPANCIES SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT BEFORE BIDDING. REMOVAL REQUIRED with burlap or cloth straps. 3. THE GENERAL CONTRACTOR SHALL PROVIDE A ROUGH GRADE TO WITHIN ONE TENTH OF A @I"/2' 3" Cypress mulch applied after fertilizer. 3- 12 Gauge, annealed galvanized steel N FOOT OF FINISHED GRADE. FINISHED GRADE (TOP OF SOIL) FOR ALL SOD AREAS AFTER SETTLE-- 37 -- 4"CAL, OAKS MENT SHALL BE FLUSH WITH THE TOP OF ABUTTING CURBS, WALKS, WALLS AND ABUTMENTS. THE OAKS 290" 290" / 2 = 145" (37) 4" CAL, OAKS = 148" guy wires per tree. Mark each guy wire FINISH GRADE OF ALL PLANT BEDS PRIOR TO MULCHING SHALL BE THREE INCHES BELOW FINISH 37 - 4"CAL, OAKS 148' with orange survey ribbon for visibility, - \ GRADE OF SOD, ABUTTING CURBS, WALKS, AND WALLS. THREE INCHES OF MULCH SHALL BE ADD-- @1'/2" O ED AFTER PLANTING- THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER SURFACE PALMS 90" 90" / 2 = 45' 5 - 12" PALMS (5) 12" CAL. PALM = 60" Broadcast an 8-8-8, 15051. organic fertilizer DRAINAGE OF THE ROUGH GRADE ESTABLISHED. 4 - 12" PALMS Place the top of the root ball level with with micro-elements before mulching, 4. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ALL FINE GRADING AND PREPARATION existing grade, Extreme care shall be taken �-- FOR PLANTING. THE LANDSCAPE CONTRACTOR SHALL BEAR FINAL RESPONSIBILITY FOR PROPER @1"/2" 11 - 2" Nellie Stevens Holly - 22"SURFACE DRAINAGE OF PLANTED AREAS. ANY DISCREPANCY OR OBSTRUCTION OF PROPER .5' 134" to keep the root ball intact- IJTHER 497" 497" / 2= 248 21 - 4" - Z DRAINAGE OF ROUGH GRADE ESTABLISHED BY THE GENERAL CONTRACTOR SHALL BE REPORTED - 119 CREDIT �.- 4"---Japanese Privet 84" Planting mixture of one part clean top soil to • _I� yp �� one part pulverized native Florida Peat. To this REVISIONS 70 THE LANDSCAPE ARCHITECT BEFORE PLANTING BEGINS, 14 -2 B ld C ress - 28 W129'5 5. PLANTING AREAS SURROUNDED BY HARDSCAPE SHALL BE DRAINED WITH A MINIMUM 6" ADS - --- mixture add and uniformly mix one and one half Q PIPE WITH 12"X12" CATCH BASIN(MIN.) TO APPROVED CATCH BASIN, DRY WELL, OR OUTFALL AREA. TOTAL CALIPER �---""' axle 64kA NOTIFY THE LANDSCAPE ARCHITECT OF PROBLEM DRAINAGE AREAS BEFORE PLANTING. INCHES REMOVED 877' pounds is and with 50�e organic fertilizer _Q 134" Fa�oreaL� w uW��IIW i per cubic yard of backfill- Q PROVIDE 100 % IRRIGATION COVERAGE TO ALL PLANTED AREAS, FULLY AUTOMATIC IRRIGATION i>a I- (� SYSTEM WITH ALL POP-UP IRRIGATION HEADS IN SODDED AREAS. SUBMIT SHOP DRAWINGS OF NOTES 7 PINE TREES AND TWO PALMS HAVE BEEN ADDED FOR REMOVAL AFTER THE TREE BOARD MEETING ON WEDNESDAY JULY 5, 2000 6," High earth saucer around tree to hold water. I6r' IRRIGATION SYSTEM TO THE CITY OR COUNTY AUTHORITY SHOWING ALL BACK FLOW PREVENTION , TO CODE- DO NOT SPRAY WATER ON PEDESTRIAN WALKWAYS OR SURFACES, IF IRRIGATION ORIGINAL AGREED UPON CALCULATION WAS 427" ❑F OTHER THAN OAK, 427' + 70" ❑F PINE = 497" OF OTHER Landscape contractor shall remove earth saucer „��„�=��O" (,t,4O O DRAWINGS ARE INCLUDED IN THE BID PACKAGE PROVIDE BID ACCORDING TO DRAWING. ORIGINAL AGREED UPON CALCULATION WAS 57' OF PALM. 57' + 33' = 90" OF PALM and re-mulch tree upon final acceptance- LL 7. ALL PLANTS SHALL BE FLORIDA GRADE #1 OR BETTER AS NOTED IN THE FLORIDA DEPARTMENT 24" Pressure treated 2 x 4 stake with top of -( �.- OF AGRICULTURE AND CONSUMER SERVICES, "GRADES AND STANDARDS FOR NURSERY PLANTS", �� /� � I � L f ��` Z�� I �* I� I� I� DETAIL �t� I stake 6 below existing grade, H_ DIVISION OF PLANT INDUSTRY. f�I I I f_ I�1 I V I Uj A MAINTAIN POSITIVE SURFACE DRAINAGE THROUGHOUT THE SITE BEFORE AND AFTER SODDING QNT1T KEY 50T,4NIC,4L N,41-1E / COMMON N,41"fE SIZE @a GOPYRIGHT - J-DEVINE 1996 (Not to scale) -� � AND GERMING. 9. PRESERVE EXISTING TREES AND PRESERVE ALL GOOD QUALITY UNDERBRUSH AND PALMETTO, **. TREE LEGEND: _j fy 1U ES - (NOTE- TREES UNDER POWER LINES ,4RE SUE3JECT TO JEA, ,4PPROv,4L) IF ANY EXPST ON SITE. PRUNE, CLEAN, AND MULCH EXISTING TREES, PALMETTO, AND GOOD QUALITY , „ P DENOTES PINE \ UNDERBRUSH, IF ANY EXIST ON SITE. SEE CITY AND OR COUNTY TREE ORDINANCE. PROVIDE TREE 11 * INS IIEX Sp, nellie Stevens / Nellie Stevens Holly 8 Ht, , 2 caliper SB DENOTES SUGAR BERRY TREE �` X SEERICADES RETANINGSWALLLREQUIRED DETAIBY CITY AND OR COUNTY. IF RETAINING WALLS ARE NOTED ON PLANS 21 * * LJT Ligustrum japonicum / Japanese Privet 8'Ht, x 8' Spd. , i~'IULTITRUNC, 3 TRUNKS MINIMUM K DENOTES OAK Y / ` 10. MULCH ALL PLANT BEDS WITH A 3" LAYER OF CYPRESS MULCH. (Prude ligustrum into umbrella shapes with roof clear trunk.) (3 BIGGEST TRUNKS 4DE) UP TO 4" CALIPER CAMP DENOTES CAMPHOR L V 11. SOD TO PROPERTY LINE AND TO SOD LIMIT LINES.SHOWN ON PLAN. PROVIDE ALL SOLID SOD, Q�/ Quercus vir inions / Live Oak i4'Ht.,4"Cc�1•ro'-�'S GI, BC DENOTES BLACK CHERRY TREE INSTALL 6 HIGH (t) NO SPRIGGING OR SEEDING. g p MYT DENOTES MRYTLE CHAIN LINK FENCE Z � f 12. NOTIFY GENERAL CONTRACTOR AND LANDSCAPE ARCHITECT OF WET SOIL CONDITIONS THAT �- PM DENOTES PALM T Z WIIL REQUIRE SOIL AMENDMENT OR DRAINAGE SYSTEMS. DO NOT PLANT SHRUBS OR TREES IN WET SP Sabal palmetto / Cabbage Palm 12 TRUNK TW DENOTES TWIN r r O POORLY DRAINED SOILS. TRP DENOTES TRIPLE W/S LATS _ 1 13. ALL TOP SOIL PROVIDED BY GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR SHALL „ CLSTR DENOTES CLUSTER cn BE FERTILE, READILY CRUMBLED IN HAND, WELL DRAINED SANDY LOAM, CLEAN AND FREE OF CLAY 14 TD Taxodium distichum / Ba Id Cypress 10 Ht., 2 Cal. INSTALL 4' HIGH cn LUMPS, STONES, STUMPS, AND ROOTS. (NOTE: THE LANDSCAPE CONTRACTOR SHALL PLANT AS MANY TREES SHOWN ON PLAN AS WILL FIT ON SITE FOR MITIGATION PURPOSES. CHAIN LINK FENCE W • 14, PLANTING MIX AFTER ADMIXTURES SHALL HAVE A PH VALUE OF BETWEEN 5.5 AND 6.5- CONSULT n YOUR COUNTY COOPERATIVE EXTENSION AGENT AND THE UNIVERSITY OF FLORIDA SOIL TESTING PLANT THE BANKS OF THE DRAINAGE CANAL WITH THE 4" LIVE OAKS IF POSSIBLE. PLANT ROOT BALL DEEP SO AS NOT TO HAVE EXPOSED ROOT BALL, STAKE ALL TREES AS NOTED. I U-- (Y LABORATORY (IFAS). PROVIDE UNIT PRICES FOR ALL PLANTINGS, IF IT IS NOT POSSIBLE TO PLANT THE BANKS OF THE CREEK WITH GOOD STABLE TREE STAKING THAN REPORT TO THE LANDSCAPE ARCHITECT, W/S LATS _q WjL 15. PLANTING MIXTURE - PROVIDE ONE PART CLEAN TOP SOIL 70 ONE PART PEAT. TO THIS THE LANDSCAPE CONTRACTOR SHALL PROVIDE AN AS-BUILT DRAWING TO THE LANDSCAPE ARCHITECT OF ALL TREES.PLANTED INCLUDING EXACT LOCATION, CALIPER MEASUREi"1ENTS , AND SIZES:) i �; U U MIX ONE AND ONE HALF POUNDS OF 8-8-8 WITH 50% ORGANIC FERTILIZER PER CUBIC YARD OF SHRUBS j / MIXTURE. Q , /I 16. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND OR DAMAGE 2'62 IDB Ilex cornuta ' burfordi dwarf' / Dwarf Burford Holly 24"x18", 3Gal. 1 .0' CONIC. OF ANY UNDERGROUND PIPES, CABLE, GAS LINES, WATER LINES, TELEVISION, PHONE LINES, AND O SEPTIC TANKS. THE LOCATIONS OF PLANTS AS SHOWN ON THE PLANS ARE APPROXIMATE. THE IVN Ilex vomitoria 'nana' / Dwarf Yaupon Holly 12"x12", 3Gal. , --_____HEADWALL ; / Z LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF UNDERGROUND OR INSTALL 6 HIGH - - `O� ,� 0.6 CONC. HEADWALL �- OVERHEAD OBSTRUCTIONS. THE PLANT MATERIAL MAY BE ADJUSTED WITH APPROVAL FROM THE AROUND DOVER _- CHAIN LINK FENCE W/3 BOX CULVERTS -A LANDSCAPE ARCHITECT. ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO OWNER- iC�O TA Trachelospermum aslatica / Asiatic Jasmine 1 ga 1. __-- ' 17. ALL MATERIALS AND WORK FURNISHED BY THE LANDSCAPE CONTRACTOR SHALL BE GUARANTEED S,OD 4C ----'~-- W S LATS _ _,._..� - ___________--------___--_-_____ Q FOR 120 DAYS FROM THE DATE OF FINAL INSPECTION AND ACCEPTANCE EXCEPT FOR TREES, TREES OF BAN r; / - _ SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL INSPECTION AND ACCEPTANCE. S't• Augustine 'Floratam' ��P--"- 1 '� - - - - _ ____ _ __ --------- 18. _ _ - FOUND X CUT IN THE LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANT MATERIALS DURING THE INSTALLATION SEED r;-- - _ - .- - - - HEADWALL 1.16' SOUTH I - - ---- - ------------ O OPERATION UNTIL FINAL ACCEPTANCE. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ARGENTINE BAHIA H I DROMULCH -- + �. - - OF CORNER APPLYING ROUND-UP HERBICIDE AND PRE-EMERGENT HERBICIDE OR EQUIVALENT APPROVED BY _ 1\ _,._.. ... WATER � � � THE ENVIRONMENTAL PROTECTION AGENCY AND THE FLORIDA DEPARTMENT OF AGRICULTURE. - EDGE STAKE ALL TREES WITH 3, 12 GAUGE, ANNEALED, GALVANIZED STEEL CABLES PER TREE. USE 2-PLY MULCH �� - r - - 6-2 4 _- ,_ F_ __ _ _ __ _ _ _ ______________ LL REINFORCED BLACK RUBBER HOSE AS CHAFING GUARDS, AND 2X4X24 PRESSURE TREATED PINE Cypress Mulch - 3 Thick all beds, 6 Diameter Mulched Bed Each Tree (Typical), 2 Wide Mulched Bed each hedge. _ ov o _ __ o STAKES. LJT MARK EACH GUY WIRE WITH ORANGE SURVEY RIBBON FOR VISIBILITY. THE LANDSCAPE Y- - f_ _ _ _ _ ________ ______ _ _ _ CONTRACTOR IS RESPONSIBLE FOR STRAIGHTENING TREES FOR ONE YEAR FROM FINAL ACCEPTANCE. INSTALL 6' HIGH - (TTf='ICAL LIVE 0,4K TREE) INSTALL 4' HIGH �' U F- 19. THE OWNER IS RESPONSIBLE FOR CALLING THE LANDSCAPE ARCHITECT FOR FINAL INSPECTION. CHAIN LINK FENCE BENCH ARK: FINAL PAYMENT SHALL BE MADE AFTER FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. CHAIN LINK FENCE SET AIL & DISK "PLS 1674" 20. ALL CHANGES TO PLAN MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. ANY CHANGES __ �-�; W//S LATS 1 FACE OF 14" LIVE OAK • O TO PLANT MATERIAL IN THE BID MUST BE APPROVED BY THE LANDSCAPE ARCHITECT, SUBMIT A W/S LATS - _ f1 - -14" LEV--�M4sASIN (L BID WITH UNIT PRICES TO THE OWNER AND THE LANDSCAPE ARCHITECT. -- �' - 1 ~J 15"RCP Z REVISION TO TRE f ` l f r l - k ----- - -------------------=--=-- U O � COPYRIGHT 1997 - JAY DEVINE - LANDSCAPE ARCHITECT 1 �. 0 C,4LCULATIONS --3•-OG _. _ - 150 � � 4' 11„ I— � U it 1 a`'�-1 REMOVE 44" OF PROTECTED TREES FOR DRAINAC4E�STfzl.1 T _ - A -- _~ _ _ OFFS f J J — — _ _P - NK ` C _ ._. _.. W • --------EXISTC LIGOHT OF ` (20"TlU/fi"P 9"P 14ND "P) _____--- _ �„ LU 7 .- _. _ ;..-i.. -E g 91' 11"P + Q 1 ANK --`--- -_ __ -1 i I - 00 J• S 7 r 2"P O 1 ` OF TB --- - 11 - - _ - ,7� (` S,.P - - -10,. P f 8 -7 3• • 0 1 ' % 3 - - 11 - - _ 1 N _ ,P 9P . �l 7 i n ' _ . F 4 - It _..�.._ _ _ _ - Y f ` P a- Irw+I____ _ ii ___" _ II1�i1 sH i II m +• x kxx `` 11_ 1 �r--- 1 � (� � I+sII�r •° x + � l 1 ,J 12" i X6, ++ + a 1 .� ' i----_ - 1 �- 83.00' MECHANICALPROPD8, r o` n/ ' �\. _.._.._.._..�.._ 139.94 7"P_ 1- 1 'l • PAD D � -� 1.� 1 .0 CONC. — - 1 "P 1 7 EDGE OF - ? P.. • , , 1 w,. - . # SO P 15"P c w � T I VI �l O HEADWALL 11 �- - -- — PROPOSED LIL CHAMP 13 P U U "TW 9"P P - f tt 10 _ ;;,, ;�^ GJ OSED 10' x O o o O TRANSFORMCR i W Cr O- l L Q INV=2.81 p P 10 ' I I ��'"*" PRP " STORE No, `" (A w /C.. • ! - .� *" " — Y—_ R/P HI OSED 4 1401 TT,4CH TO FENC W � ('� } - 8 • 20"P I - - ° t 1a' x APRo LIG T POLE • M o I Q ri - 11P - � _P 1 — wrt:,�w-•* - _ - , I 10"K U 0 _ H~ t� 14'PM 1 „PM 1 11„P •IVN 11 P CDA' 18"P ' A5 p { 11� O 10" 10"P �I 1 ^'' \ • -= CARW "j.F• i1 ;� =y�= '�;� — ` 16"P 15"P � 10"P 10 P - SO ,; a ,, 1 6 "PM , I (� m nl W (J/ 12"P N 1 y 1 • • \ ' 't. 11 _ - - :�\ 0 16 P i �N 1L LLIo� 16 PH CTipN 1 \� II 19"K Q 1: v NST 1 _ -=� 110 0 o a o 0 15�BC 0 0 0 o {- . • D .. .• � \ 1 �.��cV C 12 PM �- � n � LJT'10"TW/MYT I 1 P !.L- X 12"P 10'P iI \ i%�- '1 a4�- y --� ��, ��\ � • li ++++x x% 10"K 10,. 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(SEE CIVIL ENGINEER) _ _ - -- -�-_ BACKFLOW PREVENTER r--------..__--_----_ I I II� — - - - � _ — 14"K 74-P - - - - --- .-._. -� - -- - -_ - - _..- - _ - - _ _ _ � I U W J ° LJT ;io PROPOSED i'x9' l o o 12"K o 111 „K 14'K 17” I 8" D BENCHMARK: �- � ° PYLON SIGN , i SET NAIL & DISK "PLS 1674" ° ° !BY OTHERS) 1 "� � „ i_� 44` ---- 1XV 2"K 14"K 18"K I EXISTING IN S. FACE OF 13 PINE 18"SB" �- - I 12'K I I I cv Z ELEV=12,11 ° `� // o a O i I CRAPE MYRTLES ° A01 ° ' " w - 19 PHONAMP �5'K_ ------ I L_ 12"K o o a 18"K l I � • _ , P - � � � ��K � --- --- - - - - -teLCAME _ - - _ - ` - J l d i �-- � � FPT-47 RIGHT �PR❑P❑SED 11'x � Q 0 "o' ° 22"P /VAC - - TURN ONLY SIGN / LIMITS OF PROPOSED PYLON SIGN AS GROUND SIGN & PLANTER North • — 2_Q 5� &f TT SAC OW TER cn } SOD � ( y, I� � � �` � - - -- - � � 22 x144 x17 HIGH ONC. 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LIGHT h POLE O �� TELEPHONE Building +end U II I � 1 � ��nln _ � � W/GUY ANCH � � �U SC, L 1 _ 1 , ,4 OR OVERHEAD ELECTRIC MANHOLE PINE TREES ,4DDED � * * NOTE CONSULT JE,4 ,45OUT TREE PLANTINCA ST IGT �RE R IONSFOR MITICx,4TION � UNDER POWER LINES - DWARF TREES /ARE SHOWN ON FLAN -` PROPOSED 24" 14"P lel Z ACCORDING TO JE,4 GUI DEL INES. � LIGHT P�L E � - TREE TO f3E CUT (TYPICAL ) SEE 5� T L - 2 F-OR TREE PROTECTION AND TRF- COED i T f'i M ;ti 0 CN H_ ,