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00-0366-010 gym, z Cl;(:2x)6 P.T.WOOD DECKNG FOOTIl`tG SCHEDULE �16d x 111/2' LONG NAILS® FOUNDATION NOTES: � � o 3/16' STL.COL. ACH CONNECTION TO JOIST I I (SEE COL. SGH.) 2'x a'P.T.Wol ( Ill A R K SIZE R E N F. REMARKS < LEDGER W/V AB, DEPTH WIDTH LENGTH LONG SHORT 1. FOOTINGS ARE DE6iGNED FOR AN ALLOWABLE 501E Z s 16' O.C. C CONNEC PRESSURE OF 2,000 PSF. O PL 12XI2X3/4' WFiro 12" loo" CONT. 2"5 - �I PROVIDE 03 s 12' c%TOP TYPE TYPE l2)3'x 12'WOOD _ 2, FLOOR SLAB CONSISTS OF A 4' CONIC, SLAB ON WELL COMPACTED FILL Ce DBL. LAYER W.WP.EXTENDING WEDGE ANCHORS 5,8'q MIN ALONG TERRACE BEAMS WF,.4 12 24 CONT. 305 "4,a 48 c/c OVER A 6 MIL POLYETI-#YLENE VAPOR BARRIER AND REINFORCED WITH ° 0- 4 FT, FROM COL C.L.(EA. SIDE) I I 411/2' EMBEDMENT 6x6-W1.4xUA4 WELDED WIRE FABRIC LAPPED A MIN, OF 6' AND PLACED Z AT MID-DEPTH OF THE 5LA6. �I /J /J 2' NON-SHRINK GROUT - - ;;�// ,; %,, °• T ,' • 3° CONCRETE FOR ALL FOOTINGS AND SLAB ON GRADE SHALL BE 2500 P51, 4• UNLESS OTHERUUI5E NOTED, THE CENTERLINE OF COLUMNS AND/OR WALLS 41 2'x 8' P D " 1 � p', D z 2 "5 CONT. JOIST I6 . .MAX° F3.>a 12 31-01 31-01 3"5 3a5 IS THE CENTERLINE OF FOOTINGS. I� FINISH GRADE * PROVIDE REINFORCING z F4.0 l�0 4'-0 4'-0 4"�✓ 4#E,* T 50TTOM 5. COORDINATE WITH ARCHITECTURAL PLANS FOR DIMEN51ONS, EXTENTS OF SLABS ON GRADE, WALKS, RAMP5, 5TEPS, FLOOR DEPRE551ON5, PLANTERS, r " F3.✓ 12 3'-ro 3'-rO 4� 4*S 6. SEE SHEET 5-3 FOR GENERAL NOTES AND 5P IF TI W/ 4 14'X 14' CONIC. PIER < , � � °,° i`E' , a �i��'�`�i/`.. : Aii�`��/,v;� 'I 2 "5 BARB EA WAYS! '� �` v /�!� 1. At TIME OF CONSTRUCTION ARCHITECT OR ENGINEER WILL SUBMIT TO THE BUILDING _ 9 413 I ART' ►� I OFFICIAL AN IMPRESSED SIGNED AND SEALED LETTER ATTESTING THAT THE � 4 TIES a IZ O.G. °�-�-°-t-� -- I. r � SITE HA5 BEEN OBSERVED AND THE FOUNDATIONS CONDITIONS ARE SIMILAR z ag 3'-6'x 3'-6'x 12' DEEP j _ ��, �, p 'z O i �a I GONC•FTG. W/ - -- TO TH05E UPON W+-IfGH THE DE51CzN IS BASED. 45 PER S.F.B°C. 2403.1 (d) BARS EACH WAY -- __`� ;_ _I TOP AND BOTTOM COLUMN SCHEDULE Z , � . . TION V z 3 MIN.COYER (TYP) 5E FOR FED LE SCALE; N.T.S. _ ,�,f --------------- M I M x 13 a 24' C.C° x 3'-0' LG. 4 S VERT. 4 03 e8" C/G TIES I 44 = -i 6'x 6' WOOD COLUMN - I G3 - 14'x 14' GONG, I WITH 4 REINFORGEq Q N I O P ER S I ON CONCRETE SLAB 4 05 VERt. BARS AND 1 z °3 TIES a 12 O.C° SCALE: N.T.S. � _ 1 (SEE FOUND.PLAN) " II � � i _ i 30 MIN. i I BEMCO CB66HDG LAP MESH I 0 o g$' M.B. THRU COL. C2 - TS - 311/2'x31/2'x I/4'(CONC. FELLED) `---------------J a Z W/(2) 14'x 14' PIER _ O w/12'x12'x3i' BOt. PL z FIN. FL. � l]' ��. ±- - ® -5� ' '4' w a CLEAN-OUT I i, Ilk 4 4 a o J BOLT5 4' REINFORCED CONCRETE ' OPENING 4 "3 TIES a 12' O.G. ` i e Z UJ 5LA8 (5EE FOUND. PLAN) VAPOR BARRIER I 145 INTO CONIC. 6x6-W1.4xUJt.4 FILLED CELL t_ I - WELDED WIRE MESH 104 CONT, 0 ENTIRE 1 FINISH BADE 81/ FINISH GRADE N PERIMETER k—xx i Z 9 12 x 24 CONC,FTG. C %v W/3 '5 BARS CONT. ✓1/,z. / I 'iv �� % 4-O'x 4-0 x 16 DEEP F-3.0 S x S THICK EDGE o / / . WITH 1 05 BAR CONT° I 6 �- _ = OR I - `' ���i�/ v �. I I i /��: CONIC.FTC.W/ WF-i ----- C/� o - - 12'x 16' CONIC.FTG. r %% 4 15 BARB EACH WAY 1 CON7. W/ 2 15 BARS CONT. I° ) i T Ott 1.1 OP AND B OM I ° a ------------------------------------------------------------ I - mm I I "i to + Ramp i --- _j N o &ECT I ON 16 �,5-I r 5EE SCHEDULE 2 +t - ----------------------------------------------------- U I m � CT1'P. THICKENED EDGE (TE) 2 l ---® I �_i ' ��_________________ __ _______ _________-------------------------------- � NONE: � � ° / N SCALE: N.T.5. _ 1 � �� (ON SE CS" I ON tQ 10' x I6 C10NG. FTG. I "✓ VERT. BAR IN -16 4' CONC. 5LA8 OVER 6 MIL VISOUEEN 0 z W/ 2"5 BARS CONT, GONG, FILLED CELL (TYP.) ON CLEAN FINE SAND FILL COMPACTED I t SCALE: N.T.S. " a 4'-0 O.G. MAX. OF THE STANDARD � x SCALE: N.7.5. _ 1 - 24 -0 4'-4' IN 12' LAYERS TO g5% � II PROCTOR DENSITY TEST. REINFORCE W/ fo x 6 w IA x w 1°4 WELDED WIRE FABRIC Z �{ I I PLACED 11/2' FROM TOP OF SLAB. +.I SEMCO MPH-212-2I I FOl.#N�,47 1 ON FLAN 4' REINFORCED CONCRETE SEMCO MPH-212-2 0 WITH (1) I'2' x 6' LG. SCALE: '�4+= 1'-0° 5LAB WITH (1) 1/2' x 6' LG. L-BOLT WITH (a) 16d O a (SEE FOUND. PLAN) Ira"x 1' DEEP SAW CUT L-BOLT WITH (S)16d NAILS TO WOOD BEAMS FIRST CONC.BLAB NAILS TO WOOD BEAMS T.O.S. r - --- =- - - I 45' � X X ,X - - I I I - I I II I II I I -- — - - 1 "5 T. BAR IN � I YER �I I'I I I - I 1 1 1 1 I I , I 1 1 4 I , I Y I " - - - CONIC. FILLED CELL - 4 4 2 5 4 I � 2 3 5 8 3 5 2 3 2 2 3 2 1 2 3 6 I1 3 2 1 I I I 5 — I (r I Y .) P ,III N I a I R am I I I - I � I p _ I I ° 2 2 x 12 W000 I I 3 2 - 2X 12 WOOD I I BEAMS I �-- ---� ---*---- ----., BE �- • s BEAMS --- ------ ---- --- --- -- -- I CI t- - - -- - - -I- -- r � -- -- C ION r,4 8 CBS WALL I I 0 0 14 x 14 CONIC,PIER -- -! -----I- SCALE: N.T.S. �- -------------- - I I-=' ---------� --------- ------------------- `� - ----------- ---- -- _ - _CO I o `r I WF 16 T t r r i - I - I TYPICAL SLAB SAW CUT(5J) --- --� o WF-24 i I 1 " WF-24 I 1 r- rl F-3.0 - UP ON I I x I ------ 13 e 4' c/c x '-0' & CT ION °� & C I I Z I I I I a SCALE: N.T.S. SCALE: N.T.S. I i i I I 0 o N - I � 1 � I m I I "3 g 24 c/c x 3 0 LG. I I I � � •: I -------1--1--J " - � � I I cd c� I ------------------ 5-1 SPACING TO REJECT = 4 x 4 WOOD POST � � I 3 0 A W DIA.OBJECT �`+ r j ,�j-I ' x I v �/ 8' CONC, BLOCK WALL REFER 70 SHEET 5-2 FOR m I I 2'x S' P.T.WOOD I W/ 4 I I ° n EXTEND I LEDGER I BELOW 16 STAIR DETAILS AND SECTION �!, 1 x I VERTICAL WOOD PICKETS GALVANIZED ANGLE AT i _ I r - � 2 05 CONT. W/ WF-24 �' I --- EA x 2 x I'WIDE _WF-24------� I u- ' F-3.5 '- r- ----�- - -- --� I V ATTACHED TO TOP 4 BOT.RAIL �I I 0 I ELEY. +3-6 OFF FINE __ a WITH /2 d x 21/2'LG.SCREWS. x I/+' THICK W!l U Iq'x 2�2' LG. FLOOR OF PORCH -- � - - - - - - I �p 1 M r ----- F 3.5 r _� COUNTER t HEADS LAG`�CREW6. I 1 Q Q 1 r I _ I 2 x 4 CONT.HANDRAIL I ------- _ __ I I I - - I -- - (2)2' x 12' WOOD �I a GLUED TO NAILER I 1 L = T--= �y I ,t 19) x I �� I � �� I C2 _!�,Oj I r © 1 1 T F S 4 x 4 Woo osr _ _ D P / - - - I C2 i I BEAMS i _� ELEv. t 0 -0 --U rr ll I x 3 NAILER ATTACHED TO HANDRAIL W/ r '------ I I I I I [ C3 I V o '/' m LAG SCREWS x %' LG.(2 REQ'D I w-- I __11__ I i`�r3 a 24' c/c x 3'-0' LG. F L<__,- z r` 2 1/2 - - I TOP CF 5LA8 i '/, l1/ I x 6 P.T.WOOD DECKING I x S CUT TO SIZE 4 NAILED STAGGERED BETWEEN POSTS) �Q X 21/2' LG.COt 7 iTER-SUNK LAG r —--—-- -, , - Ul I I F°-3 5 N i cV v (2)Ibd x I'12' LGNG NAILS a TO TREADS Wl l2)10d j 5 ' I 1 ------� I-------J "3 a 24' c/c 3'-0'iLG. i t Up- - EACH CONNECTION TO JOIST �, NAILS AT EA.CONK � I m - ' 1 � 40'-0' I - � � V-11- - I'I I SCREWS (1)AT EACH P06T 3 OF POST) 12 -0 ___-- I , m 5 -2 3 (NO OPEN TREADS) I �'% I I a a 2 x 2 WD,PICKET(SPACE BETWEEN POSTS 1 r---I�-- I - o 1 " TO REJECT A 4 0 OBJECT) ----------- - 1 r--- -� I x 1 x �2 GALV.STL. � � I r I I I I II I I _ <t b l I to - i a I T I T H NA O 1 I A EACH AD >.� I I E THE L I I _ I I N 1/ I _-,� I cv cfJ 1/ I _ I I TREAD W1(4)8d NAILS AND I OF W � --- ' 1 --- - �_ I � I� i z n r 1 I • o TO STRINGER W/(4)Sd NAILS. PCKET �- -------- --� (2) 2"x 12' WOO �t I II I N I I a I I', o o �I r- I ■ i ---I r- BEAMy i ® ` ®I i - -= (I i -t C3 - - F-,4.0 I I 2 x 4 P.T.NAILER TiJ I I I I I t OF SCREW I I I G. ANCHORED TO FTG.W/ --—-- I I C2 -�- -* - r-+ ,�- µ I � � fi---� I I I I I I I ii' 0 A$. ® 12' O.C. I I I AND PICKET I r--—--— � I I L--- - �- j I I� • -2 x 2 WD,PICKET BELOW l f I -------- C I I EE — . TO I _ \IK X, �� �1 °Ii 1 D TARIL 6/5-1 1 1/S a 24' c/c x 3'-0' LG. L-- C2� i--------� I i �4 I r v \ \ j +--� -• I I I I F-3.5 F-35 c0 I _ _ I I 0 i i 2 X 12 P.T. i I i � I 1 �+ I I WD.STRINGER 2 x 8 RT OD I Q F ------- �-rr cn I 1 - 61 I I C3 I J �' ,J ,VA�����' I e i , 2 x 2 WD.PICKET J015T � 6 O.C.MAX ---� _ in I p i I L-- _ Ll° , ' �/ I. I< c _ I , I I _ 3 I 7 F 4°0 F- zz I 1 - 2'x 8' P.T.WOOD 6'x 6' P.t° 111000 `�' � , `� I� Q I -I - `/\y\v� x 3 LG.COUNTER-61kX LEDGER I -- ----- r COLUMN LAG SCREW l @ OF POST I I 1 � � U I � c�+ � ;+ �? � � � � © �I � _- - - -- UJF-24 WF-24 rn � 12' ;/� ,' Ix 3 NAILER ATTACHED TO i r I i F-3.0 "„ I I o� 1 • - I I< . ,, PICKET W1 LAG 3CREti13 I7 I I ® ------------�-- ----------- ---� ; i. �� o °' 2 m WF-16 I -- ----------------- -� -�---- - TO I � � L-I � �I I i I I I _ .: _, � � I I I I � �� y � � • • �; • 1 x 4 R1>NER(GLUED z ® r' 1- r 1 145-' Io o ;llilEl I o �, a o a o 0 o E o I o I xI_ NAILER AND ATTACHED Di -- _ _ - .... --J ------- ---------�----------- ----�I 8' x 12' FTG.UNDER 12' DIA.FTG.FOR 1 I 4-- �J / ' WITH 2 5 STAIR POST 1/'x 6' P.T.WOOD DECKING -� --------- L--S--� �W/LAG SCREWS) I � I (2) 16d x 11/2' LONG NAILS 9 EACH Ramp F-4.0 w CONNECTION TO FLOOR JOISTS 2'•0" 4'-4' 2'-3 _ 1'-3 1/2' �-32'�3' 2 -0' 2'-3 9'-5' 3'-2' 4'-1 1/2" I II I w fi�RO�'O��D �ORC 577 1 FR � ,4 I L. 9 41'-m' 'I a SCALE: 31/4'= 1'-0' SCALE: N.T.S. _ , - -- ---- --- -- -- --- --- �" ORC�4 FR,4l�f INCA FL,4N FONTICIELLA O _' Inc. o . � _ _ FLAN ENGINEERING, ,I SCALE. � 1 � �OI�ND�T I ON � � I FIRST FLOOR FLAN SCALE: 1/4'= Structural Engineers Cart No. EB-0007470 I 1 140 tart n oti!teat- Wo 204 Witi nod" 33174 0061 M-408 V - -- r 111 IT II I i i I i r