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08-357-0123 _ (w A rIA4 , mk; gp" So U Sp -r 0 lorazW T t:� W/ 1 —1 I SECTION 1/ A 6.0 SECTION 2/ A 6.0 % INCH =1 FOOT 3/4 INCH = l-FOOT $' CONCRETE 8EE FLAN FOR REIN MASONRY `✓" MASONRY REIN 15LOGK WALL W K3 NORIZ JOINT TIES REINP a i'o' O.C. GOLLrI-�t REINF'ORGING CONCRETE FOOTING 1/2' EXPANSION JOINT 72'CLCONC. COLU-N 1 (Sae 8ci'teduls) 4' CONC. A x zSrze t2arnra 4' COW. SLAB ON FILL 1JJ2.SxW2.9 WJIJP. I - -_ _._.... _ _ .. _ _ W/ dx6-WlAxWI.4 W.WF. f?OWELS-SAME SIRE r ; _ 205 CONT 1U 1 5EA AS COL. TOP OF FIN FL i TOF' OF FIN F l=V.O x__ __ GRADE IFELEV.0'-D X. GOMPACtED COMPAGTEp FILL FILL ° = CONGIREtE FOOTING 4 (8®6 Schedule for .. Srzd Rernra �. UP-24) 3- ° T""' - WALL FTC. DETAIL TYR CONC, COL.. TO FTC. DET, SCALE : 3/4' 2 1' - 0' $CAL E : 3/4' a 1' - 0' GENERAL STRUCTURAL NOTE5 WIND LOADS (PER ASCE): BASIC WIND SPEED 146 MPH WIND LOAD IMPORTANCE FACTOR (I): ._....1.00 WIND EXPOSURE: C INTERNAL PRESSURE COEFFICIENT COMPONENTS AND CLADDING DESIGN WIND PRESSURE: WALLS END ZONE 58.9 / -18.8 NT ZONE 58.9 / -63.B ROOF END ZONE .. ._ 333 / -1013 INT ZONE 33.13 / -51.1 LIVE LOADS REDUCED IN ACCORDANCE WITH REFERENCED CODE. MATERIALS: CONCRETE (NORMAL WEIGHT - 26 DAY COMPRESSIVE STRENGTH): SLAB ON GRADE ._._. - -3000 PSI WALLS / ELEVATED SLABS 4000 P51 REINFORCING _45TM A615, GRADE 60 REINFORCING TO BE WELDED5TM A106, GRADE 60 WELDED WIRE FABRIC _.....---.__._..-. _A5TM A185 STRUCTURAL STEEL SHAPES ........_...__-ASTM M(N, Fy, = 50 K51 PLATES, ANGLES AND BARS .-........_........._ASTM A36, N = 36 KSI STEEL PIPE ------A5TM A53, GRADE B, Fy : 35 K51 STEEL TUBING (HSW ._..-..._.-15TM A500, GRADE B, Fy : 46 K61 STEEL STUDS -.____DALE/INCOR OR APPROVED EQUAL ANCHOR BOLTS ___..___.._.__..__ ASTM A301 ' HIGH STRENGTH BOLTS ELECTRODES FOR WELDING____ aW5 SERIES E10XX HEADED SHEAR CONNECTORS ____-_ __.ASTM A106 FRAMING ANCHORS (CONCRETE) _ ._... _ _HILTI OR EQUAL VAPOR BARRIER -b MIL5 POLYETN1 LENE GROUT . _-.._..5000 PSI, NON -SHRINK CONCRETE MASONRY UNITS (WITH SPECIAL N6PECTION5)--. A5TM C90 MASONRY MORTAR.-._.__--A5TM C210 MASONRY GROUT ---A5TM G416 MASONRY JOINT REINFORCEMENT--�45TM AW HILTI FA5TENERS/SHOT5 (UN.O.)_ X-DNI 12P8536 0.111" WITH 1/16" EMBED FIELD VERIFY ALL EXISTING ABOVE AND BELOW GROUND CONDITIONS PRIOR TO FABRICATION AND CONSTRUCTION. THE STRUCTURAL DESIGN OF BUILDING 15 BASED ON THE FULL INTERACTION OF ALL ITS COMPONENT PARTS, WITH NO PROVISION FOR CONDITION OCCURRING DURING CONSTRUCTION. THEREFORE, CONTRACTOR SHALL PROVIDE ADEQUATE BRACING DURING CONSTRUCTION. 6'x&' 6ILL CAP REINFORCED WITH - 205 OARS, t x 2. r-tAp't3 tH4 to 'I N - 3 + 3L t k. W/ 1 ro'41040 Plat'A'$ r woxv W/ vat u RrV� 40 : o -# PUOY 'PiP�FZ, OV'�R 5/Y) 11 F,1-y Wit' SI vgA- Nfr6G 0, 0" in p r tAo W/Ia d SECTION 4/ A 6,0 '/41NICII =1 FOOT PRV- r->ki) WOOF-) -- 6Tu6vo ©vim p":"vp'R 5A1--11Kw W(RV-- LNk`M S/Irb `t PL.y w000 tip Ck>kC . 11t5- e,5AT-1 C<)M'C. W / iA3 "-C1 f✓.� 12P0.0 W/4 °- 3/4 K 4 :s'rL4U maim, 41%SCQUA'ct�- x 1/4" .5-Mv K 1nt/ L r-tir-- T'OTOP `ro 21-:10 t.;rt -To l MXV?, PLA-M x 3/gr"'1�-1" 2-' 1 •x 4' x4vl�i =A�rilri 6'M `pp my ' 3, , �N GFtoR Ley SECTION 3/ A 6.0 INCH =1 FOOT 40 yro�. O\IR W L OPA��� pvI► 1`t AT MDAL -F - 30 {arc-tc.t C;orjF Lk ,�---- >=4 CON ' -tip W / 4-5° X Lei/ 1 Z9 141�11 WH � , 1— 11 3., ; e It -ALXVt0ti .. R fed J wwr— FIR �A I(a r oI tom' , Prr. `. loarrom Gt Ca V WCOD L I�1jO,G• 55/01, Cn w Mid TN' �. Gt�2GF���i '-5 t l� SECTION 5/ A 6.0 Pw. ' 3/4 INCH =1 FOOT Rev, 3 g (20 (r 3 v. a %�09 o � w w V Q N �� 0 Cl)O Architect: U fUj ,. F U e. t 111 I a r, a •r, • U— LU Q Li-W cc_ pe I— V 0 N i . J . rn U- U N V'1 Um V) a � . Ln ~� " LA ,o Q --� Q rn Ln IN MY PROFESSIONAL JUDGEMENT AND 10 THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND THE SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE AND ALL APPLICABLE CODES. COPYRIGHTO2007 James Griffin, Architect ALL RIGHTS RESERVED. THESE DRAWINGS AND THE SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF JG . WHETHER THE PROJECT FOP WHICH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH THE APPROPRIATE COMPENSATION TO JG. REPRODUCTIONS OF SPECIFICATIONS WITHOUT THE WRJT TEN CONSENT OF JG IS PROHIBITED. DRAWING TITLE PROPOSED WALL SECTIONS ISSUE DATE: 3/16/08 PRO). NO. - 080311 SCALE: AS NOTED DRAWN BY: MW CHECKED BY: JCGriffin SHEET NO.: A 6.0