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356 10TH ST - FOUNDATION REVISION DWG OFFICE COPY CITY OF ATLANTIC BEACH 800 Sentinole Road Atlantic Beach, Florida 32233 Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: � Received byResubmitted:J � Permit N mber: 7_ _ Original Plans Examiner: Project Name: Project Address: _ S�_ l l? ._ Ce'.__._ 'k r✓L eti Cont°actor: Cont acne: .._. �. l R-- Contact Phone : D � `! �3 Co e-mail: L2 . Revision / Plan Check/Permit Fee (s) l3ue: $ 50, 00 Description of Proposed Revision to Existing Permit: A, -V' ----------- Additional ... �.. ®.. m Additional Increase in Building Value: ; Additional S.F._____a � Site Plan Revised: Public. W/IJ Approval: By signing below. l (prim name)_..___-7, �� '"`l _ _...__._ affirm that the above revision is inclusive of'the proposed changes. Signature of Contractor/Agent (contractor must sign if increase it,valuation)Y 4 late Office IIse Only, Bute; 2- Approved: Rejected: Notified by� . . Plan Review'Comments: X11 �t"Ol/-eW a S v�r►�`� �� cc'4 rac a_rz_ �G 10 C0 De tent review require Yes Buildingthi , .�..�._.� Zoning Plans Examiner Administrator Public Works Public Utilities Public Safety Date C'r€a+ctd At3211{,R,,,, ,l Fire Services SYMBOLS LEGEND ----- DESIGNATES FOOTING LINE DESIGNATES SAWCUT LINE ® INTERIOR LOAD BEARING WALL ` DESIGNATES SLAP RECESS ' Lou Pontigo and ---- BEAM OR TRUSS, SEE PLAN Associates, Inc. 420 Osceola Avenue ax. Beach, Florida 32250 Ph'242-0908 Fax. 241-9557 1 FL:CA# 8344 SO CA# 3579 S1.0 WALL FRAMING - - - - - 2-#5 CONT. 4SLAB ON GRADE, 1111100 -- - - - - - - - - - -- - - -- - 4ZI -00 SEE PLAN.CHANGED MONO AND _ STEMWALL FOUNDATION •�,.A�.C.+.E.Pr/. LOCATIONS 8"x16" 1-STORY, )#5 CONT. S1 00F2.5 F2.5 3 F2.5 S1.0 2-STORY w/(2)#5 CONT. O,53311 %l * C5 srrE - - - - - - - - BEARING AT INTERIOR �'o,�••.;�� �F .••'ZN Q r Fsr•,�R ID P..•����a ,,,,,,,• LuisFL PE#53`311 PE 00 I REVISIONS DATE I I I I I I SLAB ON 5 _I i 4 a GRADE, a ARCHSI N 04.06.1 1 I I I I a N SEE PLAN. Q MONO TO S1.0 S1.0 I � � / /' 2 04.25.1 MONO FOOTING TOSTEMWALL '\ \'` © FOUNDATION STEMWALL / 2-#5x30" I d REVISION 04.26.1 �) I I S1.0 DOWELS EPDXIED 6" MIN. I 2-#5 FIELD ALTERATION t 0 f 12" CONTRACTOR SHALL CONTACT LOU F2. U I I - s 0_ I i I MAKING ANY STRUCTS AL FIELD PRIOR T THICKENED SLAB MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL o 3 } _ CONSTRUCTION DOCUMENTS.ANY �� I I FIELD ALTERNATIONS MADE PRIOR TO S1•� BEING APPROVED BY LOU PONl1G0 8 1 ASSOCIATES MAY RESULT IN J�/ 7 -600 6 00 5'-4' -0�� I I 1 ADDITIONAL ENGINEERING OR WSPECTION FEES. 6 I S1.0 s1 I ' - I WALL FRAMING F2.�- - - � I ' I 1 5 CONT. 8 I I MONO FOOTING TO 5 IIj I 51.0 STEP, SEE # I I STEMWAL w/ 2-#5x30" 51.0 - - - ARCH. PLAN. SLAB ON DOWELS EPDXIED 6" MIN. I I I 5'_4„ I I °a GRADE, SLAB ON I I t I ��I i i I - /�\\ SEE PLAN. (, __ - _ GRADECONCRETE \ / - --� /----- Wit- I 4 SLAB w/ SEE PLAN. I FIBE MESH @ 1.5 LBS CU.YD. : \ ''� I LIJ OFCONCRETE OR 6x6 W1.4xW1.4 WWF ON 6MIL VAPOR BARRIER L -- - 3" w Ce Uj IN PREPARED GRADE. Ce THICKENED EDGE 8"x8" 1 ( F2.0 I " 8x1 1 -STORY, w/(2)#5 CONT. N Cw 1 - 5 CONT. MONO FOOTING TO � i � / 51.0 ( STEMWALL w/ #5x30" I " 2-STORY, w/(2)#5 CONT. W ' r ' DOWELS X €- } 6" MIN. W OPTION: A © BEARING STEPDOWN LL -� THICKENED SLAB AT PORCH I I PR VIDE SAW CUTS PER I I 0 /S1.0, BUILDER TO COORDINATE WITH FINISH I I O > FLOOR MATERIAL. 5110 �` O , n ®tet- W 1 r ^ TYPICAL WALL FRAMING I I L ! O AND ANCHORAGE PER I I W C� Cn CONSTRUCTION SPECS. I 1" DEEP SAWCUT w/ arm O ELASTOMERIC SEALANT SLABPONJGRADE, �- - - - - - - - - - - - - - - - - - - - - - I D I 0 U 1-#5 CONT., PROVIDE SEE SLAB RECESS DETAIL I = W CORNER BARS (TYP.) _ L- - - - - - - - - - - - - _ - - - � (� � 'I NOTES: � SEE ARCH PLAN I > LL. 1) PROVIDE SAWCUTS TO CREATE L w (� i.t.. APPROXIMATE 12' X 12' MAX. SQ. SEE ARCH a SLAB ON S1 - -F 5110 F2. I Cr 59 (� z) SAWCUT CONIC. CONC. PLACEMENT.. • a dI d GRADE, G SEE PLAN. 4 i jam, I $ SAWCUT DETAIL '--'�-i \i \�'- i\�'' 8 I Cn I S1.o F3.0 I F3.0 PER CONSTRUCTION CAL WALL FRAMING AND ANCHORAGE SHOWER PAN SLOPES TO DRAIN, SEE ARCH ti �� ,.�.._ /// (1)#5 CONTINUOUS, PROVIDE STEMWALL ff PLAN. MAINTAIN 4 MIN. SLAB THICKNESS. - - - - - - `�`, CORNER BARS (TYPICAL) C OUNDATION AT WALLS GREATER THEN 12" HOOK INTO SLAB. E $ 4'-0" HIGH, NOTIFY E.O.R. PLAN S1.0 MONO SLAB FOOTING AT PORCHES, • FOR TEMPORARY BRACING WHEN SPECIFIED ON PLAN. STEMWALL & FOOTING LAYOUT PLAN AND PERMANENT LATERAL L SLAB ON GRADE, - SUPPORT DETAIL. ° SEE PLAN. T�EDRAWINGD1I`FNDIMENSION IS SHOWER AT STEMWALL UNCLEAR REFER W THE ARCHITECTURAL DRAWINGS OR MAY 1 1 CONTACT THE E.O.R GRADE OR CONC. f �o� SLAB, SEE PLAN. ���\� PLAN NAME FOOTING SCHEDULE AND NOTES /�°� EZEuus HOUSE � . FOUNDATION PLAN ��/�.Z \���� #4 DOWEL TO MATCH VERT. DESIGN/DRAWN/CHECKED BOTTOM BARS DEPTH WIDTH LENGTH TYPE 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 /� 1 CMU SCHEDULE) w/ 6" HOOK INTO DATE 3-#5 EA. WAY BOT. 1'-0" 2'-6" 2'-6" F2.5 REINFOR ING a ° COURSES d. FOOTING. LAP VERT REINFORCING 10.05.16 3-#5 EA. WAY BOT. 1'-0" 3'-0" 3'-O" F3.0 1 TO 6 4 VERT. C�48"O.C. �\ , a a a da � 25" IF STEMWALL IS GREATER CONTROL NO. 4-#5 EA. WAY BOT. 1'-0" 3'-6" 3'-6" F3.5 (D # \ THAN (3) COURSES. -- 4-#5 EA. WAY BOT. 1'-0" 4'-0" 4'-0" F4.0 7 TO 10 #4 VERT. @ 24 O.C. SCALE 4-#5 EA. WAY BOT. V-0" 4'-6" 4'-6" F4.5 STEP, SEE • STEM WALLS 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, 4' MAX.) EINF. BETWEEN EVER' OTHER 8 d x 16 w 1-STORY' w/(2)#5 5 CONT. EZEL-1s-00557 STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR ( ) EQUAL TO SLAB REFERENCE ONLY. THICKNESS. COURSE. FILL CELLS SOLID. 10"d x 20"w 2-STORY, w/(3)#4 OR (2)#5 CONT. SHEET 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. sto 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. SHEET 3 OF 7 i