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08-357-009SECTION I/ A 6.0 % INCH =1 FOOT —2t/ � AV o,fir`.' U e6p I !,-4v eAvM ' 8' CONCRETE BEE PLAN FOR DINE MASONRY MASONRY REil V 15LCCK WALL &3 HORIZ JOINT RE INF a iw O.C. CONCRETE FOOT 4' CONC. A I ee eeuTe`ta Size t ReInPJ W1.9xW?.9 W.W.F. •- 25 CONT TOP OP FIN. FL. GRAVE COMPACTED FILL UP-24 3. T"rF. WALL LTG. DETAIL SCALE : 3/4' 2 1'- OF SECTION 2/ A 6.0 % INCH =1 F4 •O F COLUMN REiNFORCINCs TIEB 3 VV EXPANSION JOINT _ a,GL CONC. COLUMN (Sea Schedule) 4' CONC. BLAB ON FILL W/ bxb-WI.4xWl.4 W.UJF. DOWELS-SAMH SIZE . r TOP OF FIN RSINF. E �.. inV / COMPACTED ' CONCIRETIE FOOTING FILL (S®e ftb dole for ° Size 1 Retn►.) GENERAL STRUCTURAL NOTES WIND LOA05 (PER ASCE) BASIC WIND SPEED : 146 MPH WIND LOAD IMPORTANCE FACTOR (U: 1.00 WIND EXPOSURE: C INTERNAL PRESSURE COEFFICIENT COMPONENTS AND CLADDING DESIGN WIND PRESSURE: WALLS END ZONE __— 58.13 / -188 (NT ZONE 58.9 / -63.9 ROOF END ZONE .. _ __ 33.9 / -101.9 fNT ZONE 33.9 / -51.1 LIVE LOADS REDUCED IN ACCORDANCE WITH REFERENCED CODE. MATERIALS: CONCRETE (NORMAL WEIGHT - 28 DAY COMPRESSIVE STRENGTH) SLAB ON GRADE -----3000 P51 WALLS / ELEVATED SLABS 4000 P51 REINFORCING _ A3TM A615, GRADE 60 REINFORCING TO BE WELDED.- 5TM A106, GRADE 60 WELDED WIRE FABRIC _ __. ._ _ASTM A165 STRUCTURAL STEEL SHAPES -----45TM A992, Fy, = 50 K51 PLATES, ANGLES AND BARS .—._..._,A5TM A36, Fy = 36 K51 STEEL PPE -A5TM A53, GRADE B, Fy -- 35 K51 STEEL TUBING (HSS) _.._.--.ASTM A500, GRADE B, Fy -- 46 K51 STEEL STUDS _.__.._.DALE/iNCCR OR APPROVED EQUAL ANCHOR BOLTS __..._._ ..___ ASTM A301 NIGH STRENGTH BOLTS _.__...._..._ASTM A325 ELECTRODES FOR WELDING____AW5 SERIES E10XX HEADED SPEAR CONNECTORS ------A5TM A108 FRAMING ANCHORS (CONCRETE) OR EQUAL VAPOR BARRIER ._6 MILS POLYETHYLENE GROUT .._ _.__._.._..5000 PSI, NON-SI;RINK CONCRETE M45ONRY UNITS (WITH SPECIAL iN6PECTI0N5).-___. 45T'[ l G90 MASONRY MORTAR— .— 45TM C210 MA50NRY GROUT _ _ _ ___ ASTMt C416 MASONRY JOINT RE!NFCRCEMENT .__.._._..ASTM A82 HILTI FA5TENER6/5HOT6 (UN.O.)-X-[)NI 12PSS36 0.111" WITH 111611 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. TYR CONC, COL. TO r-TG. DEET. SCALE : 3/4' • I'- OF 61Rip�c tie �c��Gs aV� t X (a-- 6'x8' SILL CAI REINFORCED 21S BARS EXTE R"OR WALL 31I L �ET A41F--t .... _._..__...__.._.._.._----- ....__._._............ ..._____.__..._.,.._...-----......... ____....__...._....... ..._...._._..._...__._._._... . 8cs1LE , RT.S. /` 1 fdo1 t4t•,50 o c o ` FAN pf C LA T;� W!p llwi vat ............ Sn 3/4- 1 f.-��s AE C TI ON 6/ A 6.0 p.l.V. + 1 V1 INCH =1 FOOT 40'%Af� 15WINCyc-i�-S rjEG"l' ON vl w m P�2\113 ( (-A A61 6 LP4?1- SECTION 4/ A 6.0 3/a INCH =1 FOOT T'SV-V, Z -.Mpu zt' R,I- r-NiE5 WOOD - 5'TU Grin ©`f 6A PGvg'A VAI`61<w W I R & L.Ac-11k 0vj( -R ra/`b ►t PI.yWGco 110 CVO - 'tip• 6 W f 4115 W / 03 - tax a X W/4- - Z/4 y. 4 -s`tuD A'wGuDRS 4'►sct,12� k Ili, It -t cot-�i.4MN w. / -Vcp TO 19.0 t✓-t lIZA2- PLAA-M 76 wb14 " `CHICK 2-i'><C 4t,<4 GUN6;RIS.-re, (=iNGt "/ 0 -- *("�' FA'OH wNi I Top j M 4 3/4" MZ..iy SECTION 3/ A 6.0 % INCH =1 FOOT /fig 30 L >r z ova 15/95 JR 3 TD � PIMA -�--� , id r W l L kO la� St'N SL.b�� RV. 4- V"pk ogu ZL.nGK 4 It -AMA 61"'vol - A 71 0.C.-. At-CN(A Ft.KtMC-45f� Op 5LA43 � �f• 4 - 00TrV M CH0RJG> M vT�. Mt=-`Tr�i-- scup -9/0 W & Ma-rikil IFOc4<. SECTION 5/ A 6.0 .v. 9- % INCH =1 FOOT Rev, 3 67120 �c ���. � � �� jam• REY, 1 hits-/ W o w H � U � W � W A P-4o Q w o G� H Q o° q w � Architect:tv j �J •.. u w• � •� u� 111 L�Ln M M Z LL. w Q u— w V o O N Y � mF.w UN Lrl Ln M V) `- �: - LLJ ooMC/1-- I.n r. N �-eo�- --I Q rn In IN MY PROFESSIONAL JUDGEMENT AND TO 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 G/,V C� 1 0 iY1CiY 1 1 M1I I IIYV H. flC APPROPRIATE COMPENSATION TO JG. REPRODUCTIONS OF SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF JG IS PROHIBITED. )RAWING TITLE PROPOSED WALL SECTIONS ISSUE DATE: 3/16/08 PROD. NO. 080311. SCALE: AS NOTED DRAWN BY' MW CHECKED BY: JCGriffin SHEET NO.: NSf ir7 • A 6.0 �I � y - I