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TEST REINFORCE W/ 6 X 6 WIA WELDED 0 v D BY ',4ME ICAN u J C14 OSTS WIRE FABRIC PLACED 1 I/2 FROM TOP I_ P a FL. S TEMP i I 1 I 1 ° B = 0 .. N 81� _P - _ ;; _° SUPERYIS)=D BY G1=0TECHINAL ENGINEER I I © ca I �� i I I 1 t ELL.ODEC 1 ', z Q - X Q. o _ w co TYP.GROUND FLOOR SLAB. � ,w IaL � z -.4 x I - O) J4 U 1=L. +0'-0' I o FOR coMdl=ctlON BETWEEN I I I I I (0 w UP I D �` FLANGES SEE TYP.DETAIL 13 O r o I I I I I FC I I I THIS SHEET P , ° o I 1 I P I tl tl o I P 1_ 1 1_ 1_0 19 _O - - . '� S'-r' S'-�O' '-0' 3'-2' 1'-ro' 6'-4' -6 I 1 21_0P 19 - ! , �;' Stl b FOR CONNECtI OF STAIR STRI GE I I I I i I 1 I o S 1 Q 311 H 21 d °o°o 205 X 5'-0 TOP - ------ --- - --- ( D I V) 1 TO JOIST SEE I Q o PREFAB I D a I D ° ° a o o I D D D I I ° �` 'AMERICAN FLOOR' I I - U IT +4 0 18' 1 FC SHOP DWGS. S' - B1+10'-4' - (L/ - z a STAIR, - �- I P O2 D o ID I ___ x4-6 D D ax i I O 1 8 I yvx. Q FC " , -1 D BY OTHERS j - _I' 3A o to 3A F4030 - r 1 - , D _F4030 ( ( D '� O - [�B S u- S-3 -1 N U z (� 1 k4 Q O. ° 1 tl5'-2° i5'-2' " Ir -i 19 -0 _ _ •n - D Q mmM P W I P ° V/ ,•1 1 r ___ _ I 1 o STEEL BM. ° � `� U 1 o P1 PI ® P1 Pi ® o F L- 1 BY °AMERICAN FLOOR' d ' "v I I 1 I Q 3 F'I -- Pl _ th&i _Pl PI Fc ,T P. - Z - -- -- - rl D 1 1 [13 ° Q Z� -- ---- ------� I p r- WF-24 ' -,� 19'-0° ( 28-8 F30 1S'-4° P30 y o_' ' �t, 1 "4 18' ( � ° o I 1_2P S1_2tl 5'-2`0 9'-0' °x D , X 4'-6' s<4 1Stl / 5 4' \-NON-W,41D BEARING I d I 1' TYP. 4 rr- 0 8 21 X 4'-6' °' _ - 1 M4 �' IS' Il r—� 9 11 I 14— —zz 1 ° a o - 0) N — D I 1 x 6'-6' II f1 I 'I p S-3 5.3 T � 5-3 � p W " x I ° I 4 III I �) ° °N° p / `�� i — 12 v4 W`�' 1 rS-3 O x z S-3 C14 ♦ Oo `� TC � Ilp / II ° WF-24 / - - FC fo I / III( ( I ) I ° ----- WF-20 2 - 1 \ \ I I U I ' ------ D - WF_16 - --- ----WF-16�p -- O -------------- D- I o D �� �-LJ o D o c� _ (�/ o ---------- ------- — _ ' FG 8' -- --------- -- --- 1 \ - _ Uf o D o ° D p 1311111111111113 o 111131 D o O � � f� y.j[- N In I P ° I P 15' 8' O _ I tl _9 I y - / 2'-3P 21_ u U V - _ F3 - IJ 16' CHASE FOR PLUI IBIN 0 2 -3 }- 1 _4. I tl z I (� IL Is I CL N ' EL. -0'-I' c _a — W = - U P O o _ 1 1/2 2 SLOPE DN tl tl W d o } o SOIL STATEMENT tl i8' j c = —� W i m AB WOO TRUSSES e 2 ' N Q L La FOUNDATION SYSTEM CONSISTS OF MONOLITHIC SP AD FOOTINGS BEARING ON COMPACTED LIMEROCK r- - I - m IFI -' 15'-4` 18'-4" tl S-3 �rt1 O � 0 0 COMPACTED IN 12 LAYERS TO 98% OF THE MOD E I I J PROCTOR DRY DENSITY TEST(ASTM D-1551) 1 FOOTINGS HAVE BEEN DESIGNED FOR AN ALLOWABL - I 1 UL o W G k I 1 54'-0" SOIL BEARING PRESSURE OF 3000 P.SF. BASED ON a ARDAMAN AND ASSOCIATES, INC.GEOTECHNICAL RETORT EL. -0'-101/2' L - S-3 11 f� Q Z F3D I D (;�� (� 0 �/ } NO.96-3111,DATED 8/23 /96.REPORT RECOMMEND I L. -0'-9,' 1 E C O t1 V® 1F L Q Q ( U a A bW I N G P A N THAT THE BUILDING AREA PLUS 5'-0' SHALL BE I' ® ° -' D I � o CLEANED OF ANY ORGANIC MATERIAL.ALL SOIL I� - SCALE : 1/4" = 1'-0" ® FAB WOODIGI E RIBS IMPROVEMENT SHALL BE INSPECTED BY ARDAMAN ._ o a AND ASSOC. ( NOTES: Ro.r =2691 L 5 i� 1. =2691 LBS Q a 1 I N.W.U.=1108 L 5 N.W.U. =1108 LBS U D 2. TRUSS MANUFACTURER TO PROVIDE DEAD, LIVE, AND N 2 11/2 i WIND UPLIFT REACTIONS FOR ALL TRUSSES AND GIRDERS. W S-3 Ly- 30 I 3. STRAP ALL "PIGGYBACK" TRUSSES WITH 14 GA. BY 1" A W Z r — ! GALV.�ISTEEL STRAPS TO EA. SUPPORTING TRUSS W/ 4-16d. NAILS / 0 INTO PIGGYBACK' TRUSS AND INTO SUPPORTING TRUSSES. H a WF-16 / ---------------- ------- STRAP BY "SEMCO" NO. RTPGA820 W N ' O D D p O D D D ~ FC c REVERSE FC I W MODEL A 0. A 5-3 LOT A 13 SCALE I/4 =1 r-0" z F®�flV®� U OP �0"N D F L®O m P L A ROOD ISvES SU RII"IP'05E0 �0,4US -i " j CHECKED BY Oi= SCALE 1/4!' = 1 -0 FILL W/CONC. DEAD,TOP CHORD 15 P.S.F. q V GROUT v4 4 I/4 ANCHORED ROOF TRUSSES BRACING WELD PLATE DEAD,BOTTOM CHORD 10 P.SF. _ DRAWN BY N "X": VERTICAL "X" BRACING COMPOSED OF 2X4'S LIVE 30.P.SF. NAILED TO TRUSSES W/ 2-16d NAILS 0 EACH p �/ POINT OF CONTACT, AS PER TPI HIB 91, PAGE 4. BASIC WIND PRE55URE, qZ 31.4 PSF. AMERICAN FLOG SYSTEM DE LOS RE YES ES % DATE �(p/O�/°Jg NOTE: "BR": CONT. 2X4 WOOD BRACING NAILED TO THE TOP NET WINp UPLIFT 9 OVERHANGS t8 C,t EN GI N EER N G� N C• It TREATMENT OF SOILS UNDER 5LA8 ON GRADE OF EACH TRUSS BOTTOM CHORD W/2-16d NAILS, SLIMRIMP'OSE� LOADS 1.TERM E a TERRACES -66.9 PSF. -528 P.SF. D CONSULTING STRUCTURAL ENGINEERS JOB 9(025 SHALL BE PERFORMED BEFORE POURING SLAB. SPACING EQUALLY AS NOTED, MAX. 10'-0", AND +5 REBAR X 6' � RESTRAINED EVERY. ZO'-0". NEt WIND UPLIFT,ZONE 1 11f�IS � DEAD 35 P.S.F. HECTOR DE LOS REYES, P.E. a W LONG 41.0, 3 P/C CONC. -352 PSF. -32.4 P.S.F. FLORIDA CERTIFICATE # 33112, EB NO. 6705 SLANG)= LIVE 40 P.SF. a SHEET m 1344 S.W.48 STREEt, SUITE'104, .MIAMI, FL 33155 z _ NET WIND UPLIFT,ZONE 2, a STRIP J =3'_0' -14$ P•SF. -60 1 PSF. TEL:(305)665-2118 FAX: (305)665-2 i93 LL W TYPICAL SLAB JOINT DETAIL a of SHEETS N O °W 1 1/27 - 1'-Q» , q n11 P Ste: r #�