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356 10TH ST - REVISION DRAWING S1.0 CITY OF ATLANTIC BEACH 800 Seminole Road `r Atlantic Beach,Florida 32233 l Telephone(904)247-5800 .-� - FAX(904)247-5845 iTREVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: Z-7 / Received by: Resubmitted: Permit Number: /7 ;2 r IA Original Plans Examiner: t X11 Pro�ect Name: _Z6 Project Address: © eG c Contractor: L Contact Name: A Contact Phone : 0 Contact e-mail:— Revision/Plan Check/Permit Fee (s) Due: $ �-p Descri tion of Proposed Revision to Existin Permit: nC n Increase in Building Value: $ �' Additional Incr g Additional S.F. Site Plan Revised: Public W/U Approval: affirm that the above revision By signing below.I(print name) is inclusive of the proposed changes. Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date Office Use Only **�� Rejected: Notified by Date: �-d7"1� Approved: Plan Review Comments: o In 466 014p c o W w r ent review required Yes No Buil Planning &Zoning Plans Examiner Tree Administrator Public Works 17 Public Utilities Public Safety Date Created 4/13/16 Rev.3 Fire Services SYMBOLS LEGEND ----- DESIGNATES FOOTING LINE REVIS10 - DESIGNATES SAWCUT UNE 6P# 7a1' S r INTERIOR LOAD BEARING WALL DATE- DESIGNATES SLAP RECESS SIGNED / Lou Pontigo and BEAM OR TRUSS, SEE PLAN Associates, Inc. 1 2 4 0 Osceola Avenue ���� CO �'' lax. beach, Florida 32250 1 Ph.242-0908 Fax.241-9557 FL:CA# 8344 SC:CA#3579 S1.0 WALL FRAMING r - - - - - - - - - - - - - - - - - - - - - - - - - - - -) 2-#5 CONT. I ° SLAB ON- -_ - - - - - - - - - - I 70 / GRADE, \\\stip tiir,i a SEE PLAN./L - -1I CHANGED MONO AND ,�� • ,.F2.5 F2.5 F2 5 STEMWALL FOUNDATION f%�.\ f `,;• ,,,.•++aa+•� p s I - - - - - - - - - - 3 I 1 LOCATIONS I � � S1.0 8"x16" 1-STORY, w/(2)#5 CONT. 3 �� 53311 S1.0 8"x20" 2-STORY, w/(2)#5 CONT. o ; 7k I I I - - - - - - - - - - I STH E OF : I I BEARING AT INTERIOR II I I I '`,ia7IJSNfiAi li? {111i1N, Luis A. Pontigo, PE I ( I I FL PE#5 I I I I I 3311 COI SLA REVISIONS DATE I I � w, I . a BON 1 5 I a' GRADE, ARCH 04.06.1 i I ° . .. ° ° MONO TO SEE PLAN. �_O I S1.0 I I / / / 2 04.25.1 MONO FOOTING TO ( Q ��/ / 0 STEMWALL I STEMWALL 2- 5x30" I 5 / #� Q. ° REVISION 04.26.1) 04.26.1 S1.0 DOWELS EPDXIED 6 MIN. N !-•,;-\ - - - I - FIELD ALTERATION o 2 #5 PONTIGO 6 ASSOCIATES TO F2. I I ( 1 2 CONTRACTOR SHALL CONTACT LOU PRIOR MAKWG ANY STRUCTURAL FIELD I THICKENED SLAB MODIFICATIONS WHICH MAY VARY 3 I 2 FROM THE INTENT OF THE ORIGINAL CON T S RUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO S 1.O BEING APPROVED BY LOU PONTIGO& ASSOCIATES MAY GF_SULT IN 7'-6" 5'_4' -O„ I 1 ADDITIONAL ENGINFFMNG OR CV 6 I S1.0 3 INSPECTION FtS. l S1 I 3 I - - - - - I I a' I WALL FRAMING I - - - - � I � I MONO FOOTING TO 5 I r7 S1.0 1#5 CONT. I ( STEP, SEE J I STEMWALL w/ 2-#5x30 51.0 I - - - ARCH. PLAN. SLAB ON DOWELS EPDXIED 6 MIN. 5'-4" ( . �__- � a GRADE, SLAB ON I I I I -_ :- r SEE PLAN. \ �, - ----- d GRADE, ) 4" CONCR TE SLAB w/ I I L 6'-6" r4A ,,- / • a ° • �/ / SEE PLAN. I Qw V-O o ° �/ / I FIBERMES @ 1.5_ LBS/CU.YD / ,!\ OF CONCRETE OR 6x6 W1.4xW1.4 r- - �� I WWF ON MIL VAPOR BARRIER 3„ I IN PREPARED GRADE. L ' W THICKENED EDGE 8„x8" I F2.0 I -. ... >, L...L w 1 -#5 CONT. 1 MONO FO ING TO 8"A 6 1-STORY, w/(2)#5 CONT. N # S1.0 STEMWALL w 5x30" ( " " I / #, 8 x2o 2-STORY, w/(2)#5 CONT. t•1•.� DOWELS 6 MIN. I I OPTION: A @ BEARING STEPDOWN �-- --� THICKENED SLAB AT PORCH I PROVIDESAW CUTS PER I I 2/S1.0, BUILDER TO I "i I COORDINATE WITH FINISH I ....�' I FLOOR MATERIAL. S1.0 ' I z TYPICAL WALL FRAMING Ln AND ANCHORAGE PER CONSTRUCTION SPECS. I I 3 „ m ( 1 DEEP SAWCUT w/ Lf) ELASTOMERIC SEALANT SLAB ON GRADE, SEE PLAN 1-#5 CONT., PROVIDE ( I SEE SLAB RECESS DETAIL CORNER BARS (TYP.) L - - - - - - - - - - - _ - - - � '� � ~1-. / � � NOTES: �, SEE ARCH PLAN 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 12' X 12' MAX. SO. SEE ARCH SLAB ON I 1 F2. j 2) SAWCUT CONC. SLAB WITHIN 4 TO i °d ° GLADE, S1 I S1.0 I 12 HOURS OF CONC. PLACEMENT. d , SEE PLAN. ~ /�\ I SAWCUT DETAIL \-' -''�-�` S1.o F3.0 F3.0 LTYPICAL WALL FRAMING AND ANCHORAGE SHOWER PAN SLOPES TO DRAIN, SEE ARCH PER; CONSTRUCTION SPECS. \1/ \\ PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. - - - - - - / (1)#5 CONTINUOUS, PROVIDE STEMWALL CORNER BARS (TYPICAL) -` FOUNDATIONAT WALLS GREATER THEN 12 HO K �, / 8 0 INTO SLAB. 4 0 HIGH, NOTIFY Q.O.R. S1.0 MONO SLAB FOOTING AT PORCHES, PLAN �, • ° FOR TEMPORARY BRACING \ STEMWALL & FOOTING LAYOUT PLAN AND WHEN SPECIFIED ON PLAN. J PERMANENT LATERAL- SUPPORT ATERAL;SUPPORT DETAIL. SLAB ON GRADE, DO NOT SCALE DIMENSIONS FROM SHOWER AT STEMWALL / ° - SEE PLAN. THESE DRAWINGS,IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL THDE ESS OR GRADE OR CONC. °Q SLAB SEE PLAN -'� FOOTING SCHEDULE AND NOTES �/' /' PLAN NAME °� ,/� \� EZELIUS HOUSE BOTTOMUNDATION PLAN ,� �, �-�.Z ,,--\,.-� BARS DEPTH WIDTH LENGTH TYPE - /'� �, `�\/ /\ #4 DOWEL TO MATCH VERT. DESIGN/DRAWN/CHECKED „ SCALE: 1/4" - 1'-0" ` � STEMWALL SCHEDULE ,,,,- STEMWALL REINFORCING (SEE Cs BTC LAP 3-#5 EA. WAY BOT. 1 -0 2 -0 2-0 F2.0 SCHEDULE W 6" DATE HOOK INTO 3-#5 EA. WAY BOT. . 1'-0" 2'-6" 2'-6" F2.5 CMU REINFORCING �� � ° � � ) / 3-#5 EA. WAY BOT. 1'-0" 3'-0" 3'-0" F3.0 COURSES ,d° . ' a FOOTING. LAP VERT REINFORCING 10.05.16 25" IF STEMWALL IS GREATER 'CONTROL NO. 1 TO 6 #4 VERT. ® 48"O.O.G. • .° � , 4-#5 EA. WAY BOT. 1'-0" 3'-6" 3'-6" F3.5 THAN 3 COURSES. 4-#5 EA. WAY BOT. 1'-0" 4'-0" 4'-0" F4.0 7 TO 10 #4 VERT. ® 24"O.C. 'T� . SCALE 4-#5 EA. WAY BOT. 1'-0" 4'-6" 4'-6" F4.5 STEP SEE STEMWALLS OVER 6 COURSES TO / CONT. CONCRETE FOOTING As NOTED 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE ARCH. HAVE TRUSS TYPE HORIZ. JOINT LPA NO. FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, 1-STORY, W/(2)#5 CONT. STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR (4" MAX.) EQUAL TO SLAB REINF. BETWEEN EVERY OTHER 8"d x 16 w EZEL-16-00557 REFERENCE ONLY. THICKNESS. COURSE. FILL CELLS SOLID. 10"d x 0"w 2-STORY, w/(3)#4 OR (2)#5 CONT. SHEET 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 11 f4 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. of 95% MODIFIED SLAB RECESS STEMWALL EDGE FOOTING PROCTOR IN ACCORDANCE WITH ASTM D 1557. S180 SHEET 3 OF 7 i