Laserfiche WebLink
214 A - ST. CROIX 214 C - SIESTA KEY 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 C - SIESTA KEY 214 A - ST. CROIX <br />214 B - ST. CROIX 214 B - ST. CROIX <br />SAW CUT LOCATIONS PULL TO LEFT <br />2 SCALE : xTb. <br />N51ON 5TRIN6 <br />FULL TO RIGHT <br />FOUNDATION PLAN <br />SCALE : 371V = 1'-0' <br />SAW CUT EXPANSION JOINT. GUT TO BE <br />MADE WITHIN 24 HOURS OF FINISHING <br />CONC%ETE. <br />CONCf2ETE SEE GENERAL NOTES AND <br />MIX KOUIFEW5 FOR PLACEMENT. <br />FOOTING i FOIAOATION NOTES <br />CIRCLED NOTES ARE KEYED TO PIA <br />L ARCHITECTURAL BACKCdd:IAD OF THE LEVEL ABOVE 15 <br />SWOIIN FOR RRERENCE ONLY. <br />2. ELEVATION AT 0'-0' (AS51J'ED) <br />3. ALL01114BLE EEARING CAPACITY HA5 BEEN A5611" IED TO <br />BE 2000P5F. CONTACTOR SHALL VERIFY. SEE SN AND <br />SOILS REPORT FOR STRIICIIRAL HILL REOI1NeVITS AND <br />ADDITIONAL INFORMATION. <br />4. MINIM CONCRETE COMPRESSIVE SIRBNGTH SHALL BE <br />SWPR REI FORCMG SHALL BE ASTM A-65 GRADE <br />40. <br />5, PROVIDE A MINIMUM X CLEAR COVER FOR ALL FOOTING <br />REWFORGNG. <br />6. TYPICAL SLAB ON GRADE SHALL BE AT LEAST 3 W' <br />THICK RENFORCiD WITH 6 X 6 114 X W14 IN TOP OF 1 V2' <br />OF SLAB OR 4' FAR MESH CONCRETE SLAB OVER 6 <br />MIL VAPOR BARRIER ON CLEAN, ILELL-COMPACTED, <br />TER'ITtE TREATED, GR41LAR FILL. (TYPICAL ALL WITS) <br />1. PROVIDE A MMTMM 6-MIL VAPOR BARRIER WITH 6' <br />OYSUPPED AND TAPED JOINTS W&TH ALL SLABS <br />ON GRADE. <br />& ALL CONTRC)L JOINTS MIM BE SAW OJT AS S M OR PER <br />ASTM STANDARDS WTIHM 24 HOIIRS AFTER CONCRETE <br />PLACEMENT. <br />3 A FOUNDATION SURVEY SHALL EE PERFORMED AND A <br />COPY OF THE 511R1VEY SHALL BE ON THE SITE FOR THE <br />BUILDING INSPECTORS USE OR ALL. PROPERTY <br />MAC SHALL BE EXPOSED AND A STRING <br />STRETCHED FROM MARKER TO MARIQR TO VW:Y <br />RE(,111RED SEIBALIGS <br />10 NO WOOD OR PAPER GRADE 5TAKE5 PERMITTED FOR <br />SLAB PCIA <br />I STORM WATER RUNOFF 8HA11 BE DISPOSED OF ON -SIZE OR <br />DIVERTED INTO AN APPROVED DRAINAGE 51HiUC1U�E <br />OR CHANNEL (SEE 10M ALT. CI-1) <br />2. THE ELEVATION OF THE FINISH FLOOR OF FEWENTIAL. <br />BUILDINGS SHWl BE A MINI'1M OF 4' OF CM ABOVE <br />THE HIGHEST ADJACENT GRADE (10Z%) L.DL) <br />B. RUERENCE THE SN FOR ADDITIONAL EARTH M i <br />FON)ATION INFORMATION <br />14 BORACARE TREATED LUI'M 15 AN ALTERNATIVE TERMITE <br />5OL PROTECTION TO SOIL POISONING <br />5. REFER TO DETAIL D/S4 i E64 FOR MASONih' <br />INTERSECTION CONNECTION <br />$ CONTMWUSFOOTWs <br />PE SPREAD FOOTING <br />�//////////d. <br />L� <br />MASONRY SHEAR WALL <br />■ 5 VERT. M FILL CELL <br />CONTROL JOINT <br />(2) 5 X 24' DIAGONAL BAR AT <br />T� <br />FOOLING SCHEDULE: <br />MARK <br />612 <br />DEPTH <br />REIFORCING <br />FI <br />T-0 x 2'-0' <br />2' <br />(4) 5 EA WAY <br />F2 <br />P-6 x 2'-b' <br />16' <br />(5) 5 EA WAY <br />F3 <br />3'-0 x 3'-V <br />16' <br />W 5 EA WAY <br />F4 <br />j 2'-6 x b'-B' <br />j 16' <br />j (5) 5 LONG WAY 15' 16' <br />C/C CROSS, <br />5C- 214 A, 8 - 5T. CROIX <br />5= 214 C - 5IE5TA KEY <br />M= 214 D - MARTINIQUE <br />w IN WIDTH <br />NOTE: SITE 'UNIT' DETAIL <br />PLANS FOR 114' SCALE FOR <br />3/4' IN DEPTH <br />I ALL DIMS. <br />a <br />a <br />a <br />0 <br />a.a <br />d d o� <br />�IwlrcyED GONGRE7E =LOOT <br />IAxIA WIRE MESH <br />OR F15ER ME:5H IN MIX <br />SAW CUT EXPANSION JOINT <br />51 N.T.S. <br />r <br />ErT,TIN 0)04 G (0) g 1< 4157 <br />DANSCO <br />ENGINEERING, LLC <br />P.O. BOX 3400 <br />Apollo Beach, Florida 33572 <br />Phone: 813.645.0166 <br />Fax:813.645.9698 <br />www.danscoengineedng.com <br />CA 25948 <br />t <br />o <br />0 <br />Ln <br />LO <br />W <br />0 <br />j(71%D <br />z amfn <br />cn <br />d N <br />M <br />DO <br />0 op <br />ZQ�a00 <br />z E <br />W <br />W z~ <br />o <br />w U <br />::E v) <br />O U <br />_ V) <br />z <br />O z <br />H <br />p <br />< L <br />CL H <br />Q I <br />z ci <br />QI <br />U <br />J <br />`) <br />w <br />TO THE BEST OF THE ENGINEER'S <br />KNOWLEDGE AND BELIEF, THE STRUCTURAL <br />PLANS AND SPECIFICATIONS COMPLY WITH <br />2004 FLORIDA RESIDENTIAL BUILDING CODE <br />(INCLUDING 2005 & 2006 SUPPLEMENTS), <br />SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, <br />EXPOSURE "C" ENCLOSED (INTERNAL <br />PRESSURE COEFFICIENT =±0.18) WIND ZONE <br />THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS <br />AFTER THE DATE B IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />OF THIS DRAWING ONLY. <br />® 200B LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />p 2008-THESE DRAWINGS AND DESIGNS ARE THE JOINT <br />PROPERTY OF DANSCO ENGINEERING, LLC AND THE <br />CLIENT ON THIS PROJECT. ANY REPRODUCTION OR <br />UNAUTHORIZED USE IS PROHIBITED. <br />REVISION: <br />DATE <br />DESCRIPTION <br />VERSION NO. 1.00110.10.07 <br />❑ SAMUEL A. GREENBERG, <br />P.E. #34245 <br />THUY H. HUYNH, <br />P.E. #60122 <br />IRWIN J. BENSON, <br />P.E. #49758 <br />❑ ANDREW D. HAROLD, <br />P.E. #66715 <br />ENGINEER SEAL: <br />I <br />JUL 0 3 2008 <br />SHEET TITLE: <br />FOUNDATION PLAN <br />SHEET INFORMATION: <br />JOB NO.: 271318 <br />DATE ISSUED: 10.10.07 <br />..DRAWN BY: DZ/LV <br />REVIEWED BY: TH <br />S190 <br />CA <br />V <br />z <br />0 <br />J_ <br />m <br />O <br />N <br />1 <br />,CV <br />Y J <br />1 <br />O <br />M <br />,r <br />V J <br />r <br />0 <br />