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UNIT 1 UNIT 2 UNIT 3 UNIT 4 UNIT 5 UNIT 6 8' 7'-8° 7'-8" 7'-8" 7'-8" 2e' 15'-8" ►}-■ 12' 12'}� 15'-4" 15'-4" — 12' I 21 15'-4" 15'-4" ��-■ 12' 12' �1- 15'-8" T4" CONCRETE PAD 4" CONCRETE PAD 4" CONCRETE PAD 4" CONCRETE PAD 4" CONCRETE PAD 4" CONCRETE PAD a I 5'-• 4" 13'-4" 12'-8 14'-8' 14' 4' 3'-4" 4 5'-4° 12'-8"If 44—" �4" 4" l4" l4" 4" � l4" ® ® E ® E E E E E ® MI 6' SLIDING GLASS DR 6' SLIDING GLASS DR S GSS 6' SLIDING GLASSDR 6' SLIDING GLASS DR EMS GESS — — — — 6' SLIDING GLAS DR — r----------------------------------- 6' SLIDING GLASS DR EGSS EGRESS II1II�II1III�IIIII IIIIIIIIIII1IIIII IIIIIIIIIII11III1II IIIIIIIiIIIIIIIIIII1IIIIIII�IIIIII IIIjIIIIIIIIIiIIIi1IIIIIIIIIlIIIIII CONCRETE (3000PSI) WITH #10 IIIIII1IIIIIIiIIIIIIIIIIIIII1IIIIII 4" CONCRETE (3000PSI) WITH #104' 4" CONCRETE (3000PSI) WITH #10 MESH OR FIBERMESH ON 6 MIL POLY VAPOR BARRIER OVER CLEAN ®e®®®®® ®®®®®® 6X6 MESH OR FIBERMESH ON 6 VAPOR BARRIER OVER CLEAN COMPACTED P❑IS❑N TREATED MIL POLY I 00 6X6 MESH OR FIBERMESH ON 6 MIL POLY VAPOR BARRIER OVER CLEAN6X6 COMPACTED P❑IS❑N TREATED COMPACTED P❑IS❑N TREATED S❑IL. VAPOR BARRI❑R S❑IL, VAPOR BARRI❑RI S❑IL, VAPOR BARRI❑R C C C C mC C MATERIAL BE LAPPED C C MATERIAL TO BE LAPPED MATERIAL TO BE LAPPED I I I 6'WITH SEAMS TAPED 6"WITH SEAMS TAPED 6"WITH SEAMS TAPED � ( SHEET OF SHEET OF SHEET OF SHEET OF SHEET OF 6-16OF9 6OF9 6OF9 6OF9 6OF9 55' -4" 55'-4" 8'-4" 5 3 iIIIIIIIIIIIIIIIjIIIIIII 52 4 "23 �4"® �4"®�4" � l4"E 4" 12 W X 20 H M❑N❑CITRIC SLAB 1 STORY PER FBC R403 SHOWER RECESS SHOWER RECESS W- ❑CITR SHOWER RECESS 1ST❑RY PER FBC R403 #5 REBAR CONT. 3' CHAIRS TYP: (2) #5 REBAR CONT.(2) ON 3' CHAIRS TYP,❑N " 2-8" III1I _" 2-8 ,_8" 2-8 8 ,'Y I I I �" 8"8" II11IIII III1II IIIIIIIIIIII IIIIII1IIII LO 15'-4" 3' II 13 2'-4' 3, LO 7'-8" 2-4' 3-0 IIII IIIIII =�:N81' N 0� N -o CN oa� GARAGE GARAGE GARAGE �p GARAGE _ GARAGE IIII IIIIII IIIII d.-I ad II 00N �u ®I -� ® v i.-1 , 12'-4" 12'-44'-8" 2'-4" 2' -4" 14-8" I114/-8# 2'-4" 15'-4"5'-4' OD III II = I N I N 3068 =SH35 SH35 3068 a\ a =I a 3068 =N 3068 H353068 J —— ®I ® III ®A a N V'\ V'N III W CL 4" 1 0 CO `n J-i �4" 4 �4" �3 ,_4 4 f4 ,8-� 3-® 4 I II BB 4" CONCRETE PAD 4" CONCRETE PAD 4" CONCRETE PAD III 4" CONCRETE PAD 4" CONCRETE PAD T I 4" CONCRETE PAD 10' GARAGE DOOR 10' GARAGE DOOR II 10' GARAGE DOOR 10' GARAGE DOOR 10' GARAGE DOOR L— 10' GARAGE DOOR —--------- -------------—----------- _E — — — ----------JL--------------- 4'-8" 10, El El I Is A 10' 14'-4" E El TE 0' 14'-43-4 El Ml 1014-4 " E El E 14-410' N -4 MI li E: "B .4' -8 B 'ao-• " " A 166'-8° 8"X16" CONCRETE COLUMN WITH (2) #5 REBAR FROM F❑❑TER TO LINTEL BLOCK EDGE OF F❑❑TING NOTE: I 1-#5 DOWEL IN CORNER INDICATES 1-#5 REBAR IN FILLED CELL FROM J F❑OTING TO LENTAL STANDARD 90 DEGREE BEND Cu VERTICAL REINF❑RCING N LOCATED AT EACH SIDE OF ALL WIND❑WS WITH 25 LAP MINIMUM GROUTED ACI 90 STANDARD TYPE 'S' MORTAR B'XB'X16' CMU TYP. WITH AND DOOR ❑PENINGS. 6 ❑C MAXIMUM OTHERWISE . HOOK -EMBED 6" BOND BEAM WI(l) #5 REBAR #5 VERTICAL REINFORCING SEE F❑❑TING DETAILN ID LAP MIN MIN OVERLAP 25' ..e�',. :+ °'A DETAIL FOOTING AND , •., .*.®: ;:. _.,®;" ' •.,- :.•-•.Zd'?;` r- 8 X8 X16.CMUTYP. DECEMENTUU #5 VERTICAL IEDC MIN OVERLAP 25'CORNER ICIORATIVE SH PR❑TECTI❑N AGAINST TERMITESR318 Q• ' •:„1:ee. '3 4" CONCRETE (3000PSI) WITH WALL REINFORCEMENT #10 LiAT FILLED CELL 4•x4• INSPECTION PORTFOUNDATION EACH FILLED CELL TYPICAL I 6 R3091 6 W.W.F NOTE, EXTEND STANDARD 90 DEGREE BEND x (2) #5 CONT. ON 3' OR FIBERMESH GARAGE FLOOR PITCH e�I�u.•." •' • 6X6 MESH OR FIBERMESH ON 6 MIL POLY BARRIER OVER CLEAN DECO FINISH 4' TO 6WITH 25' LAP MINIMUM BELOW GRADEVAP❑R CHAIRS (TYP.) COMPACTED P❑IS❑N TREATED z ' F.F. ,l ...�:"Y....ay.'. S❑IL. VAPOR BARRI❑R pIIIIIIIIIIIIIIiIjIIIIII :1 :.•.:...,.-....r• .. •%:' �-=.'.<•.�••.. . o '. DETAIL A— A MATERIAL TO BE LAPPED GRADE �'"' 6"WITH SEAMS TAPED >L,J Cu �. ' B— B #5 DOWEL HORIZ, REBAR J #5 DOWEL ACI ST6X6 ANDARD HOOK 4' CONCRETE <3000PSU WITH #10DETAIL MESH OR FIBERMESH ON 6 MIL POLY •C—" `—❑'N'E *MP"�• ^ BEAM REINFORCING W EMBED 10MIN LAP 25" MIN W/ VERT, & H❑RIZ, REINF❑RCING VAPOR BARRIER OVER CLEANg COMPACTED LVO E 41 DOWEL-LAPPED WITH WALL REINFORCING Ld Lt � � BRIO MATERIAL TO BE LAPPED SEAMS TAPED 4 N N ,`' fI. :`'.:�� :*•:�;-.";�:®I. :�:: .III N, �'s .: :.:„..:•:: :•:;;:®s-A;" FOOTING •:....;''. REBAR 20'H X 12 W MONOLITHIC SLAB I STORY FBC R403 (2) 3#5 CREHR CONT. S TYP•REINF❑RCING 12' AS ❑ r9b DIFIEDRC❑NCRETE PROCTOR ASTM D1557) TERMITE TREATED BOTTOM OF FOOTER SHALL BE 12• BELOW GRADE A11L'' R-2 S"I' TD TYPICAL INTERIOR BEARINGN eA• C❑RNEREBAR (SEE FOUNDATION PLAN) WALL WITHOUT UPLIFT "' " 24X24X24CONCRETE FOOTER WITH GROUTED CELL (8) #5 REBAR REINF MAT NOTE, ALL LAPS SHALL BE 25' MINIMUM 25. MIN TYPICAL MONOLYTHIC FOUNDATION PIJAN I®®■®®®�®®® I�a CORNER DETAIL - BOND BEAM AND WALL REINFORCEMENT MASONRY WALL FOOTING DETAIL FILLED CELL DETAIL DRIFTWOOD OF ZEPHYRHILLS RICKN L51 ✓®®®®®® i'_ jNi"II1jIIIIIIII'IIIII�III(IIIIIIIIIIIII1II L8R6DRAFTSMA ZEPHYRHILLS, FL 33542 rgollhardt@tampbay.rr.com � CONCRETE COLUMN DETAIL V� D.W.SIVIITH,M.S.,P.E.#53608 FOUNDATION PLAN SHEET OF FLORIDA PROFESSIDNAL ENGINEER LICENSE NUMBER 53608 3 OF 9 PROJECTS ENGINEERING CONSULTANT I hereby certify that I have reviewed this plan and found it to 9909 WALLAST❑N DRIVE-DADE CITY, FL❑RIDA 33525 SCALE DATE JOB NO. PHONE1352-521-0865 FAX,352-521-0867 E-MAIL, dwsflpeeearthllnk,net D.N.S. 20 JUL 2017 be in compliance with ASCE 7-10 and the Florida Bullding Code 2010 edition 2016-105 David W. Smith, P,E, #53608 RYMAN CONSTRUCTION OF FLORIDA, INC DESIGN/DRAWN CHECKED LICENSE # CGC 1517772 ENGINEER LICENCE #53608 36413 SR 54 ZEPHYRHILLS FL 33541 R. GOLLHARDT D.W.S.