5542 Gall Blvd (5) - Laserfiche WebLink

Browse Search

li♦ ,.. I I.. .CAR WASH BAY. CONCRETE FLOOR ,.. .. ... .. ... ... .. ... ... .. ... .. ... .. EX ST1NG 2 0 A L . : I : I 1 "T L'LBL BLOCK L EXISTING WOOD DECK BUILT I OVER RETENTION POND AREA RETENTION AREA DEMO DECK TO ALLOW FOR ADDITION AS SHOWN ON THE PROPOSED PLANS EXISTING SOLID POURED BLOCK RETENTION RETAINING WALL ... .. ... .. .. . . .. . .. . .. . .. ... .. ... .. .. ... .. EXISTING . EQUIPMENT ROOM CONCRETE FLOOR EXISTING 10' 0" TALL BLOCK WALL EXISTING PARTIAL FLOOR PLAN 1/411 = 1' 011 DIMENSIONS ARE APPROXIMATE AND MUST BE FIELD VERIFIED BY CONTRACTOR BEFORE CONSTRUCTIONS BEGINS EXISTING . STORAGE ROOM : CONCRETE FLOOR RETENTION AREA 3 _ _ _ NEW CONCRETE FLOOR SUSPENDEDO EXISTING r- — - - — - — - — - - — - — - - — - — - — - •— - - - - - — - - — - - - . -. —-- — - ^. -... - — - — - — - - FROM ... .. ... .. ... .. ... I I .. .. ... .. ... I I . OCATION R RETENTION POND AREA FOR NEW DRIVE l I I CAR WASH. SEE SITE PLAN FOR THE f I l RADIUS AND DIMENSIONS TO BE VERIFIED IN FIELD. I I I I I SEE SHEET B1 AND B2 i .. I I .. ... .. ... .. ... ... .. ... .. ... RETAINING WALL BELOW NEW DRIVE' I I II I EXISTING I I CAR WASH BAY .. ... ... .. ... .. , ` CONCRETE FLOOR. I I I CUT OPENING IN EXISTING BLOCK WALL I I , I I . AND INSTALL NEW DOOR AS SHOWN I I .. .. .. \ l#5 VERTICAL REBAR FROM FOOTINGS I I TO 1'OP OF.BLOCIC'WALL AT cb,kNERS I 1'� 6" : 14' S" : : : EXISTING 12' 0" TALL BLOCK WALL ' EACH SIDE O* OPENINGS AND SPACED . .. L . .. ... .. I I e iViAXIMUM 4'0 OC WITH CtLLS TILLED SOLID WITH 2500 PSI CONCRETE SLOPE FORM TOP OF ALL TO MATCH RAFTERS AND WILL EXTEND TO 1 1/2" BELOW TOP OF RAFTER. PLACE 2X8 PT AT TOP OF WALL SECURED WITH 1/2"X4" EXPANSION BOLTS 16" OC. ROOF SHEATHING TO NAIL TO BE ATTACHED TO 2X8 WITH BD NAILS 4" OC RETENTION AREA EXISTING SOLID POURED BLOCK RETENTION RETAINING WALL 8" PRECAST WITH ONE ROW KNOCK OUT LINTEL BLOCK AT TOP WITH 1- 45 REBAR AND POUR ENTIRE 16" BEAM SOLID WITH 2500 PSI CONCRETE c 0 co rJ lo FID 4' 4" 2 4 0 . .. ... .. 30" 3 4 ;. EXISTING FDI + .. .. EQUIPMENT ROOM : CONCRETE FLOOR: EXISTING '�LECIRICAL" PANELS Z a 3'0"X7'0" .. .. FHM -.-- - -, w \---- EXISTING 10' 0" TALL BLOCK WALL 3' 4" 1' 4" 2-PLY 2X10 #2 PINE WITH 112" PLYWOOD FILLER BEAM. SECURE AT EACH END TO FACE OF BLOCK WALLS WITH SIMPSON 1- HUC48 HANGER WITH 8 EACH 1/4"XI 3/4" TAP CONS IN WALL AND FILL NAIL 8' 0" 4' 4" HOLES TO WITH 10DX11/2" NAILS. HANGER MUST BE INSTALLED PRIOR TO FRAMING ROOF. WRAP BEAM WITH GALV PAPER BACK WIRE LATH WITH 7/8" STUCCO NEW CONCRETE FLOOR SUSPENDED OVER EXISTING RETENTION POND AREA. SEE STRUCTURAL DETAIL S-1 PROPOSED PARTIAL FLOOR PLAN 1/411 = 1' 0" DIMENSIONS ARE APPROXIMATE AND MUST BE FIELD VERIFIED BY CONTRACTOR BEFORE CONSTRUCTIONS BEGINS 78' 0" EXISTING . STORAGE ROOM ' CONCRETE FLd(jk RETENTION AREA ARKAY ENGINEERING INC. STRUCTURAL ENGINEERS U M N z `e) �co � o ry o z LL- � U I`" W cn u7 0 cn � A Z QM a ILL >-w m� o 00 �- (m0 _ N 00 CO T rr wLU`� m m1�0� mc�Mtj z ,> x L4 Q) ,Low z � � > 0 Z Q) lU Q�L� > �� � d�U t)_ N v lii H Q 0 z 0 w off fl- ao _ CV t t � � N m ' C3) z Qz of C� Q 0 m 0 J � J — 0 I..L �0 LJL ^W 1— w N J L.L uj N zT- V W c) U� N 11!Ab a� 1� RICHARD L. KIDDEY P.E. FLORIDA LICENSE NUMBER 37296 I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE 2020 7 TH EDITION AND ASCE 7-16 FOR 139 MPH WIND ZONE RISK CATEGORY 11 �' ARKAY #19726