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1480 MAYPORT RD - CANOPY DRAWINGS LEW �, a lQ6b. r��Y� •�twr it c x Aw '' Z FOR LOCATION ONLY Q._ . _ _ SCALE: I"=30' nom400740. -. OAK 06 Z aOAw JJJ S q LT d rk www OFFICE COPY (tersI �'' atm, gpBuildi BDye it Desk Mt City of Atlani3c Beach,FL t °F Y ACLA�' CC f 1 40 x GENERAL NOTES: VIEW 1. THIS STRUCTURE HAS BEEN DESIGNED 120 FOREDIMPLAN SION NG IN ACCORDANCE WITH THE REQUIREMENTS OF THE 12' 2B' 40' 28' 12 FLORIDA BUILDING CODE 2014 5th Ed., CHAPTER 16, Q STRUCTURAL DESIGN, ASCE 7-2010. 11 THE FOLLOWING WIND LOAD REQUIREMENTS, ' 2 CARRIER IN ACCORDANCE WITH SECTION 1609, WERE 14 12 PURLIN Z EMPLOYED IN THE DESIGN OF THE STRUCTURE. I PROPOSED NEW I PROPOSED NEW - BASIC WIND SPEED: 150 MPH, W/ 3-SECOND GUSTS. ACM FASCIA ACM FASCIA o < RISK CATEGORY: II SEE PLAN VIEWCID - 07 WIND EXPOSURE CATEGORY: B \.- EXISTING 10"x 10" EXISTING 10"x 10" EXISTING 1 O 10" M FOR STEEL SIZES DESIGN WIND PRESSURE FOR EXTERIOR COMPONENTS COLUMNS, (TYP) COLUMNS, (TYP) COLUMNS, (TYP) 7L\� 4 & CLADDING: (32.00 PSF) 16 L_J DESIGN CRITERIA: 8 9 WIND LOAD = 32 PSF GUTTER o DEAD LOAD = 5 PSF VIEW"A-A" N (N.T. LIVE LOAD = 20 PSF1. 13 n .4? .' __ '.Y •.Y"•: ` i. 'til 2. HOT ROLLED STEEL SHAPES & PLATE ASTM A36, ` " ' `• - .;� ;y:•z.: ",,. y::.: :;.41:1 X SEE PLAN VIEW :. ; U) :vfh, t`' Y t' FOR 1 F 36 KSI R IMENS ONING wj~':f'.]1i,• .: t.r. ef,. 1 r :l•. a, i . •Y4.'R.'.�,•:1:. i•: 3. STRUCTURAL TUBING--ASTM A500 GRADE B, , Fy- 60 KSI :`w�' : ::�:,:• .=:'=:' SEE PLAN VIEW 5. WELDS -- E70 ELECTRODES ALL WELDS IN EXISTING SOLID CONCRETE EXISTING SOLID CONCRETE EXISTING SOLID CONCRETE ,+ EXISTING SOLID CONCRETE 14 12 FOR DIMENSIONING 0 ACCORDANCE W/ A.W.S. STANDARDS. FOOTERS, (TYP) FOOTERS, (TYP) FOOTERS, (TYP) FOOTERS, (TYP) O m 6. BOLTS -- ASTM A325 UNLESS NOTED. �2 CARRIER O o 7. CONTRACTOR TO VERIFY AND CONFIRM ALL DIMENSIONS FRONT ELEVATION VIEW AND CONDITIONS AND NOTIFY ENGINEER OF ANY SCALE: N.T.S. 0 2 4 FOR STEEL SIZES I SEE PLAN MEW z DISCREPANCIES PRIOR TO START OF WORK. ALL WORK 120' Z TO BE IN ACCORDANCE WITH ALL APPLICABLE CODES 12' 28' 40' 28' 12' © 4 Z AND STANDARDS. 7 8. VISUAL INSPECTION INDICATES THAT EXISTING SOIL GUTTER, I 8 9 o CONSISTS OF SAND AND/OR LIMEROCK W/ A SAFE BEARING 20 GA. GALV. VALUE OF 2000 sf. CONTRACTOR SHALL RE-INSPECT THE P ( I I I I I I I I I I l € 13 0 x tz SITE PRIOR TO STARTING CONSTRUCTION. ANY DEVIATIONS 10"x 10" STEEL x FROM THESE CONDITIONS SHALL BE BROUGHT TO THE c Ex 1 I Ex I € " 10 COLUMN 1 NG PU N U S, C U S, I I NG VIEW B-B ATTENTION OF THE ENGINEER FOR DESIGN MODIFICATIONS. c LU s, TYP , o 9. ANY PLANS FOR SIGN, ETC. BY OTHERS. ! 0 C I I I I E ou Nc NcFETE L MND lu NCINc c (N.T.S.) U C ETE I NG SOD ; I ! I ' 10 R, TYP I I 11 ,iTYP O U 10. ELECTRICAL LAYOUT BY OTHERS (IF REQUIRED) - �-- - - , TYP R i ! I I I i I w �- CONIC \ I ( i 1 1 I O F I I I LEGEND: L'--I a t �, Z I I j 11 n LL CJ € I NG 1. 2 x 2 x 18 GA. GALVANIZED ANGLE SCREWED W 2 12 x 3/4" V J 1�P ; � I NG P i I � /O � I NG I NG PU LIN I NG P I OU IIIA ` I I I 0 LA 1 z ou LA to I ; ' I I a i TEKS ® EACH FASCIA BRACKET. - co n n I g! I J [ I 2. 2 x 2 x 18 GA. GALVANIZED ANGLE SCREWED TOGETHER W/(2) n W I E I [I I I I #12 x 3/4 TEK SCREWS PER CONNECTION & ATTACHED TO n � � -I I A I PANELS W/(4) #14 x 1 TEK SCREWS ON 4 CENTERS (MAX). z li ° I NG Pu N I I I I I 3. EXIST. 8"x 12"x 1/2" (OR LARGER) STEEL TOP PLATE. DO�TIN( RI I N 1 , ITIN RI I N c�RI 4. 3 4" DIA. BOLTS, A325 HDG, PER CONNECTION.I 1 i - 1 1 Z, 'T' 5. �4� 41 DIA. BOLTS, A325 HDG, PER CONNECTION. p STEEL DECK CLIP TO ( PRO OS CK P (S)` I PR PO ED DEC( ( e PR OS D ECI P (s I I ` 6. 12 x 3 4" AT 6" O.C. MIN W m BE FASTENED AT n �s� 7. #10 x 3/4 TEK SCREWS AT 2 O.C. (MIN) p PURLINS 0 16 O.C., �ro I I _ N TYPICAL. F _ ? I ? I f ' _ � I 8. APPROVED PRE-ENGINEERED STEEL CLIP, TO BE FASTENED TO a � _ I i TYP` i 1 I I ( I [ 4 PURLIIRS AT 1--6 O.C. o - I E [ I I i O ` 1 s 9. 20 GA. GALVALUME DECK PANELS 4-1Q DECK PAN TYP. E I g ' " f 10. 3 P.V.C. ROOF DRAIN , � 11. 12 TEK SCREWS AT 2 O.C. MIN STEEL PURLIN, TYP. 721 I I I I I ( 12. ATTACH KING BRACE EVERY 8.0 O.C. (MIN) DECK PAN ATTACH ISO I l ? Ext N P u I ! I I I I I I I ' I 13. ANGLE ATTACHED TO GUTTER ® 12" O.C. W/#12 x 3/4" I I 7 [ I TEK SCREW (MIN) /# / (N.T.S.) I I I Ig IIq IUlf, ( F 14. " " I Ex u s, I I 1 I EX IEX B 15. DRAINOSPOUT COVER FASCIA PANELS Lu�Sl I I I C U S, E CLU 16. SCUPPERS: SECONDARY OVERFLOW RELIEF MI IEpi r € ENGINEERED PERMITS, INC. -EXISINOTE: � � I } I I I I I 8 t I s i l I 311-A S. WOODLAND BLVD. SCUPPERS LOCATED 2'-0" +- NG PU ! I I I I Typ- DELAND, FL 32720 FROM EACH CORNER I NG I ' I I it I 3' 16 NG I NG I I I I I NG I �, 1 NG PHONE: 386-734-0830 OU LA IX STI G T I ° EXISTI G E TO I EX STI G E TO 1 FAX: 386-734-8226 AL1 CONCRETE U C C ETE i 1 I U C NC ETE I M P OU CNCFETE np M U P TE, Grp I I I I MOU P TE,, ryp OVERFLOW I J d s I i I� CERT NO. 26298 CUTOUT �, I I EMAIL- epi0epieng.net GUTTER �I�NG,PU N ! 1 7 - 1 1 1 111 1 i i 11 COVER _LU Ld 7 1 � ! 1 1 � � i � 1 1 � A A PLAN VIEW - - e TYPICAL SCUPPER DETAIL SCALE: N.T.S. (N.T.S.) 5'-4" 13'-4" 13'-4" - - - - 5fi- - - - - 13'-4" 13'-4" 5'_4" PUBLIC WORKS IF- (✓APPROVED ..__... . ._ ._.._ _ . ._ .... _.. ) DENIED _.. .. { NOTAP LI ABLE TO DEPT r ✓ e4 ol n n IF E HL�LLL 15.0 15.0 "15.0 F, I nn _ ._ .. _ .. #12x 1 1/4" TEK 15.0J _ . SCREWS (TYP) I i w SIDE END BOTTOM ;I CREE CPY250 SERIES LED CANOPY LIGHT Contractor:'' 120 WATT ,, _ . N.T.S. Aluminum Plus 750 E. Int'I. S eedwa 7-� Deland, FI. 32724 J o Ld Ph: 386 734-2864 Q o Uz _ _ _ _ _ ._ _ ._. Fx: 386 736-7096 - w aplus@aIuminumplus.com 'I rF www.aluminumplus.COM SHEET N0. Address: Site 1480 Mayport Road 1 2 3 4 5 6 7 8 9 10 11 12 13 1415 16 17 1819 20 2122 23 24 25 26 27 28 29 30 1 32 33 34 35 36 37 38 39 40 4142 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 5 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 Atlantic Beach, FL 32233 1 OF LIGHTING/DECK PANEL LAYOUT PANELS-89 IN.T.S.) LIGHTS-24 Parcel ID: 170794-0000