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825 SHERRY DR - REVISION 8-24-17 DWGS002 =tr TYPICAL WALL FRAMING AND ANCHORAGE Lou Pontigo and PER CONSTRUCTION SPECS. (Associates, Inc. MONO SLAB FOOTING AT PORCHES, 420 Osceola Avenue Jax. Beach, Florida 32250 WHEN SPECIFIED ON PLAN. Ph.242-0908 Fax. 241-9557 1#5 CONTINUOUS, PROVIDE 40 2 "S" FL: CA# 8344 SC:CA# 3579 CORNER BARS (TYPICAL) STEPS TO BE MADE MATCH DOOR 3/4" DIA. MIN, IN BLOCK COURSING SLAB ON GRADE, WIDTH, SEE ARCH. RECESS FOR MASONRY �- -- SEE PLAN. WALLS SLAB ON �dLLV, GRADE, NS -- SEE • .C''Q t \ SEE PLAN. in v:°�� 's• GRADE OR CONC. / AT WALLS GREATER THEN SLAB, SEE PLAN. PAVING ?' • , 4'-0" HIGH, NOTIFY E.O.R. No. 8 N FOR TEMPORARY BRACING BY BUILDER z-� \ �/ 12"x12 1#5 CONT. , _ * ': STA E F \� �� \ 4.\ ,`� y LAYOUT PLAN. , tirq STEMWALL REINFORCEMENT �\ ` ' E.J. cz, N • � , DETAIL: B MATERIAL TAIL- B CMU REINFORCING � � ` COURSES �� ° " Q ' ' #4 DOWEL TO MATCH 4 SLAB ON 1 TO 6 4 VERT. C� 48"O.C. '. • Try WALL REINFORCING. �,�,� - - - --- - GRADE, 4- 5 CONT. 40 # �` /"��� # TOP REINF. ONLY IF Luis A. Pontigo, PE K CONT. CONCRETE FOOTING ��� ��� .! ' SEE PLAN. TOP & BOT. DIA. REQ'D. BY SCHEDULE F L P E#5 33 11 7 TO 10 #4 VERT. ® 24 O.C. Q - \� ' 11 TO 12 #4 VERT. @ 8"O.C. REINF. PER SCHEDULE 10"x20" w/(3)#4 OR (2)#5 CONT. \� ' `'\'� FOOTING SIZE AND REVISIONS DATE oP\.- =� STEMWALLS OVER 6 COURSES TO THICKENED EDGE HAVE TRUSS TYPE HORIZ. JOINT 8x8 w/ 1 —#5 CONT. REINF. BETWEEN EVERY OTHER COURSE. FILL CELLS SOLID. DETAIL: A 1 STEM WALL EDGE AND FOOTING 2 THICKENED SLAB DETAILS r3 STEPPED FOOTING S1.01 (SIM. AT PORCH EDGES w/o WALL) S1.01 SCALE: 3/4" = V-0" S1.01 SCALE: 3/4" = 1'-0" (IF REQUIRED BY SITE CONDITIONS) FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 5 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO TYPICAL WALL FRAMING AND BEING SOCIATAPPROVEDBYLRE ULT IN & STEP, SEE �, ;` ASSOCIATES MAY RESULT IN NG OR ANCHORAGE PER ARCH. / ... ._. D�TINSPECTIIONFEES. CONSTRUCTION SPECS. (4" MAX.) EQUAL TO SLAB THICKNESS. SOLE PLATE ANCHOR, DETAIL: B 8" CMU OPEN BOTTOM LINTEL SEE 2/SO.0 BLOCK w/ 1-#5 CONTINUOUS BRICK VENEER 1S � m ACCEPTABLE WITHOUT M . . WALL FRAMING INCREASE OF FOOTING SIZE. N 7 STEP, SEE ARCH. PLAN. SLAB ON 1" DEEP SAWCUT w/ --- SLAB ON -GRADE, - - �` "=-- GRADE, w m ELASTOMERIC SEALANT AN SEE PLAN \;��\;,. SEE PL 8" CMU STEM WALL W/ WALL FRAMING °' - j SLAB ON GRADE- 90 d - . - -_.-_ #4• VERTICAL DOWELS @ 24" O.C. <` 2-#5 CONT. �� • - ;,,--'��:- A BEND INTO FTG. a -- - .f - SLAB ON 4 r r ��� `�� .1 �> SEE PLAN 4 a `�.`r` ,� - - �. ° . —�-- -, - i - - GRADE, Ln SEE PLAN. " r , p W4� d �.I i� v `��/ � � 8„x O” w/(2)#5 CONT. (. • a ' CONTINUOUS CONCRETE NOTES: W 43y" CLEAR FOOTING 1. PROVIDE SA CUTS TO CREATE ZL.y P APPROXIMATE 12' X 12' MAX. SQ. 8 "20 w/(2)#5 CONT. Q m 2. SAWCUT CONIC. SLAB WITHIN 4 TO 10"x20" 12 HOURS OF CONIC. PLACEMENT. DETAIL: A w 2—#5 CONT. 4GAR-AGE STEM WALL 5 SAW CUT DETAIL s MONO FOOTING AT INTERIOR � MONO. FOOTING AT STE -DOWN �01 IF REQUIRED S1 .01 SCALE: 3/4" = 1'-0" S1.01 SCALE: 3/4" = 1'-0" S1.01 SCALE: 3/4" = 1'-0" Lf) z w Q TYPICAL WALL FRAMING AND ANCHORAGE PER CONC. CURB CONSTRUCTION SPECS. X 1#4 CONTINUOUS, PROVIDE m CORNER BARS 3' EA. SIDE c COPY OF RECESS. (TYPICAL) OFFICE vOI 5 �� FOUNDATION SLAB ON GRADE, DETAILS f. SEE PLAN. z Q °° REVISION C> BP# Q�17 CD DATE 8 a� f DOI NOT SCALE WNGDIMENSIONS FROM N r ,J,,i" dQ r,\ �', ALT. FOOTING AT THESE UNCLEAR REFER OTHE�NIS • SIGNED /� -� �,'-_. BUILDERS DISCRETION. CONTACT THEE.O.R ARCHITECTURAL DRAWINGS OR PLAN NAME 12" w/(2)#4 CONT. GRAY RES DESIGN/DRAWN/CH ECKED CS BMB LAP DATE t 8 MONOLITHIC EDGE FOOTING °SCAL 7 SCALE �01 AS NOTED LPA No. AUG 2 4 2017 GRAY-17-00485 CONTROL No. 3912 SHEET S1 .01 SHEET 5 OF 9 Lij REVISE OFFICE COPY T B ).1 \ _ SW: 3/6 co 2' N FASTEN TOP OFJ (z B WALL PER 6/SO.1 7 - F1 �- x LL7 Cf 1 SS _ 00 TEd" P) i O (3)2> Q O z 1— (2 (2 Q B (2)2x12-2/2 (2)2x8-1/1 GIRDER ABOVE - = Q O I F2A C t` X 3)2x4 SPF#2 (2)HTS16 v O POS1 EA. END OF GIRDER Tc*ljRUSS N GIRDER. vCN W _ (2)HTS' o o z w 4 F2 o 0 o _FAST (2)2x6 SPF#2 \ WALL N POST. i (2)HTS16 (2)HTS16 0 TRUSS FG7 ABOVE N\ ------ 1'-8 1/2" R - - - B SW: 3/6 2'-1 1/2' FG7 - 2PLY F10 ® B B CQ co S :' 3/6 ( )2x8 1/1 Is", FLOOR K' o IIII 1 TO TOP O � n Ln w/H3 cN cQ Z) . � ¢ � X (2)2x8-1/1 2x10 P.T. LEDG R TALLED r..r r.r ° V N o < []B B ® OVER SHEATHIN FA TEN TO - FULL HEIGHT WALL X © WALL w 3 Y4' 5° SDS =' o cv C4 (2)2x6 @ 12 O.E. / ) vllll FULL HEIGHT ALL (2) SCREWS & (5)10 © 16" O.C. - - - - - - o V o IIII ' = STRAP BEAMS TO POST UC210-2 d x N U N � w/(2)HTS16 (T 'P) TRUSS FG1` O � — S0.2 X (2)HTS16 (2 = � �- v LL a ^ O _ _ = N F 1 Q 4)2x12 P.T, (4)2x1 P.T. d Q � F 4� 1 F (2)2x6 � is SEE /S0.1 FOR BEAM CONN. (TYP) SW: 2x10 P.T. DECK J TS SIM- - � 16" O.C. (TYP) � is A Ponti a PE 1 CANTILEVER (4)2x12 6x6 SYP 2 P.T. P ST w ABU66 50.2 g UPSIDE DOWN # / BEAM PAST POST S0.1 (3'-9" max) HUC210-4 w/5/8" THREADED RDD EPDXIED AUG 2 4 2017 ""'""� �" n 6'. (2 LOCATIONS) •a pQJV FL PE NO 53311 *°v•.•'��GENSF'••..0'y PARTIAL FRAMING PLAN PARTIAL FLOOR PLAN . No. 1 P.� 62,