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i 30'-0' TO GAR WALL PARTIAL FOUNDATION FLAN 6 ELEV. 11511 SCALE: 1/4'=1'-O' A L WORK SHALL COMPLY "TH pk AIL04G DES FLORIDA BUILDING CGDEI TIONAL ELECTRIC'- CODE D THE CITY OF ZE i4yRHILLS jut" RDINANCES,,�>r - a[l co v 4'-4' 5'-4' 11 5'-4' 11 4'-0' T-10' 6'-2' 01 3'-8' 3'-0' CONG. PAD H.B. ELEVATION M A A/C PAD W 0'-4' S3 S3 ■ ■ ■ ■ O ■ ■ ■ ■ ■ ■ ■ ■ I--- — — — — — — — I---- ----- --- — — --- t j --- -- ------ I-----------, o I z o RECESS SLAB o I o f o lid 11/2'x8' AT SGD o f In- Lu §111-1-11 Nu I S3 I I I I I i Dr 0 '-0' FI (ABSU ■ I I 31/2' MR (4' NOMINAL) CONC. S AB ON GRADE I W/ 64 WIA x WL4 MESH IN TOP IT 11/2' OF SLAB I I OR 4' FIBER MESH CONC. SLAB OVER POLY ■ VAPOR BARRIER ON COMPAC D AND TERMITE "` MATED GRANULAR FILL IS'-IO' 31'-2' ■ 2'_ , 3�_5, _ — — —— — — — — ------- — — — — — -----------E--— CONTROL JOINT f._:........_ ..... ......._.... ._.........._,1I ..—.._.._.. I I ' DEP LAY` I I I .............. ------- I e I I ■ I I I I I . .... \�.......... - INSTALL LINDE(a'sROUND I TALL °' i { ... PVCFOR ELECTRICAL L CTRICAL I WIRES r0 ISLAND CABINET -_.-__........._...._.._ __ ......_........................_..._... vi -- ......_..._...._.....-.._._.. �_.._.. ■ l. :' 22'-4 ' _ I ELECTRICAL ELECTRICAL ■ - a---------------. 1WX34 SHOVE I I ■ I � .PAN" I - I — __._._..._.... I - �............. --1 = I 6' 3' 2' 9' 20' I' - 3'-6'x3'-6' A/C PAD LOCATION (MIN. 3' ABOVE FINISHED GRADE) =a- CONTROL JOINT ■ I I :�::::::: ..:.;::_::------------ :::::............REF. I 1 DEEP I■ I I I s I I I I --------------: -------------------------- L ------- - I, - - ---- �, I I I �- I I I 4 ■ I I � I I I I■ I — `t t t r ' t t it t ; t is t .._. ........ . I ........... ...............1....... ...... — — — — — — — — DETEROL JO �. ■ �:, LAV ; , .. `PAN ��., � ..' :� _ � K ELEVATION I--- II I 1 ;r' N 8304 V oI-- I - ..._......._.._.._................, ,...f .. _._....-. ::._....................................................... 83 u' L--J 21_01 O FOOTING ONLY REa I To W/ OPT. GAS W.H. I <, 1 PIPE BOLLARD I . -- --. ■ I 15'-10, 14'-8' 13'-1' I _. 5'-Il' I_ zl I �I ILu I I ■ I INDICATES I - 45 VERT. KBAR IN MASONRY CELL FILLED SOLID W/ CONCRETE. VERT. WINF. SHALL BE HOOKED INTO BEAM ABOVE ! FTG. BELOW PROVIDE 25' MIN. LAP WHERE SPLICED t WIRE TOGETHER — — — — — — — — — — — — — — — �— —� �..,L..,.�... -------- 1'DEEP I 4'-4' A 83 ■ ■ CSS I ■ ■-------- d TFIE GON VDE LJOTNT-T 31'-4' 3' -0' I 13'-4' ■ I I0' I I NOTE: F I WIDE F I L----------------- ROVIDE 11/2' DEEP x 13' ECESS, AND EXTEND 6' BEYOND AT EA. END -- -- o --- — ----- I■ I I --Ja 01 _ ■ ELEVATION -W I In' FFF. E NO MORE I TOP OF RESHOLD. s u' I ELEVATION CAN E THAN 1-1/2' BELOU EGRESS DOOR T ■ ■ ■ ■ ■ ■ a ■ I L-N FIELD VERIFY. I ■ ■ ■ ■ J J S3 83 N ■ ■ ■ ■ ■ ■ L A 83 S3 1'-8' '-0' I6' 0' 0' ' 0' 8'-0. 2'-0' S'-4' 4' 9' 3'-10' 4'-9' 10 29'-4' 1' 4' 13'-4' 50'-0' FOUNDATION FLAN I SCALE: 1/4'=1'-0' — - -- - - SYM50LS BUILDING SECTION KEY (Section No. over Sheet No.) INTERIOR ELEVATION KEY (Elev. No. over Sheet No.) DETAIL KEY (Detail No. over Sheet No.) 0 WINDOW SCHEDULE KEY (SEE WINDOW SCHEDULE SHT. ) 0— STRUCTURAL NOTE O -- HOSE 5155 H.B. FOUNDATION NOTES: 1. SEE SHEET SN FOR TERMITE PROTECTION SPECIFICATIONS 2. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS USE. OR, ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRECTCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. 3. THE FOOTING IS DESIGNED BASED ON 2000PSF SOIL BEARING PRESSURE. CONTRACTOR/OWNER SHALL VERIFY SOIL BEARING PRESSURE OF THE PROPOSED SITE. NOTE: BORACARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTIOK ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. O FOOTING SCHEDULE O m< • SIZE, REINFORClWa DEPTH F1 2'-0' x 2'-0' (4) 45 EACH WAY 12' DEEP F2 2'-6' x 2'-6' (4) 45 EACH WAY iw DEEP �i;'«ram ��'r •��`�,¢' t G'>5''f:, .L :y $:.moo•. . DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.danscoengineenng.com CA 25948 o 0 N Z L1J O j o� z o M a� WL^ aCe ZF"�aM o Q�¢ z �- W Z� Lu 0 o v- t� w_ 0!� mLu W Lu to —0 w v I CL \ Q C > to Lu Lu _ J p w m 0 Lu Lu z � Q LL, Cn m Q 0 Q O U�� U CV W U (y) M Q TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vasd=108MPH), 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =t0.18) WIND ZONE THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. ® 2019 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 02019-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. REVISION: DATE DESCRIPTION 12.12.17 1.00 6TH ED. (2017) FBC UPDATES 07.31.18 A TRUSS LAYOUT 1.01 REVISED REVI ED 01.25.19 1.02 BEARING WALL NOTE CLARIFICATION 02.07.19 1.03 USESIMPSON H10A ILO SP RT16A VERSION NIQ-,W /,U2 07.19 �a CD LuO Co J Z O LLl J W = U V) Ci' � >- 3: Q N = N N Lu w� _- }00 W -:)* �-* w* Z Q U = Uj LLi �� a- CLIL W ❑ ❑ SHEET TITLE: FOUNDATION PLAN SHEET INFORMATION: JOB NO.: 390444 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH ■ 00 r—