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°I �I �32g �66� �b=s sr 3'-b'x3'-b' A/C PAD LOCATION (MIN. 3' ABOVE FINISHED GRADE) INDICATES 1- 5 VERT. MAR IN MASONRY CELL FILLED SOLID V CONCRETE. VERT. REINF, SHALL BE HOOKED INTO BEAM ABOVE t FTG, BELOW PROVIDE 25' MR LAP WHERE SPLICED 4 WIRE TOGETHER ■ IVA, cc (SIM) S -r I ■ ■ IR'x9la' ■ ■ I I RECESS I P" ■ V/V/ ELEVATION .l-) I-1/1' IMF. I ■ r-H aO I ELEVATION CAN BE NO MORE :H I THAN 1-1/1 BELOIU TOP OF F $ u' I EGRESS DOOR THRESHOLD. ; E I I AI FIELD VERIFY. `� I b L S3 — — ■ I ■ ■ ■■ L— - — — — — — — — — — — 3'-10' 4'-9' '-0' 3'-4' I J1.01 01 '-0' L 53 4? I 131�41 U 1-AT D (0v I >� I I 63 �� v b'-8' v ' TO GAR WALL PARTIAL FOUNDATION PLAN - ELEV. 111511 SCALE: 1/4'=1'-O' :t 719 o 1■ i i V :, 772, STEP WC.rz j LAv I s3 HB. I o .... NOTE: PROVIDE GAS DROPS (IF REQUIRED) FOR ALL GAS APPLIANCES. (VERIFY LOCATION OF ALL GAS APPLIANCES ON FLOOR PLAN PRIOR TO if ANY CONSTRUCTION) i CONTROL JOINT — - — — — — — — —I 41-4' I �' DEEP ,...._........._sm L. JOINT rlcL ------I— rt . ■ ss I I e I I 13' I -0' -4' 131'-4' ■ I � I ° I'-0' I A -� I I � i I ■ 53 I I ■ ■ I NOTE: PROVIDE 11/2' x 13' I ELEVATION -()1-10' RF. I 0 I WIDE RECESS, AND VI ELEVATION BE NO MORE e ( e e BEYOND A EA, END I THAN I-I/2' EGRESS OW TOP OF THRESHOLD. '� I I L-- r ----- -- --- -- I -- -------- -------I ■ i FIELD VERIFY, I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ L----- ----_ - -I ❑ ■ ■ ■ ■ — — — IN ■ S3 S3 A L S3 S3 4'-9' 3'-10' 4'-9' 5'-4' 2'-0' 64 11-4' 254 50'-0' &nKET: ,4N/4'=1'-0' 9 0 :A A 53 9 om SYMBOLS BUILDING: SECTION KEY (Section No. over Sheaf Noe INTERIOR ELEVATION KEY (Elev. No. over Sheet NoJ DETAIL KEY (Detail No. over Sheet Noe 0 WINDOW SCHEDULE KEY (SEE WINDOW SCHEDULE BHT. ) 0— STRUCTURAL NOTE 0 -- HOSE BIBS N.B. FOUNDATION NOTES: 1. SEE SWEET SN FOR TERMITE PROTECTION SPECIFICATIONS 2. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL 5E ON THE SITE FOR THE BUILDING: INSPECTORS USE. OR, ALL PROPERTY MARKERS SHALL 5E EXPOSED AND A STRING: STRECTCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. 3. THE FOOTING: IS DESIGNED BASED ON 2000PSP SOIL BEARING: PRESSURE. CONTRACTOR/OWNER SHALL VERIFY SOIL BEARING: PRESSURE OF THE PROPOSED SITE. NOTE: 50RACARE 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 ADF Sea TO APPLICABLE BUILDING CODES PRIOR TO COM'EINCEI'ENTT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DHEINSIONS, OR ADWRE NCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE COM'EWCEW 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. P ANY MODSCATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE 0 FOOTING: SCa-IEDULE O m • SIZE REIN- lw_v DEPtH 1=1 2'-0' x V-®' (4) d5 EACH UAY 12' DEEP R 2'-b' x 2'-b' (4) 45 EACH WAY 16, DEEP ALL WORK SHALL COMPLY WITH PP.FWAILING CODES FLORIDA BUILDING COD NATIONAL ELECTRIC CODF, AND THE CITY OF ZEP;- vRHILLS ZOi� ORDINANCES r '-i "._ .- L�.L1fFLe�1 I:�i.1 ._ :nVTY l.tlPU DANSCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 I.813.645.9698 www.donscoengineering.com CA 25948 0 r4 Z Q N N n o n z a Ln Z U.� wz3 J 0 J V) LLJ w Q LLJ Z W o 0 << Q Q L w N LLJ —, �Ipwv o0 0 w LU Z�¢� m Q0 (-),.0() U LLI CV oe co U M M Q TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 6TH EDITION (2017) FLORIDA RESIDENTIAL BUILDING CODE, SECTION R301 FOR 140 MPH (Vosd= I 08MPH), 3 SEC. GUST, EXPOSURE "C- ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 30.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 0 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 FB- UPDATES 07.31.18 1.01 V. A T U LAYOUT REVISED 01.25.19 1.02 BEARING WALL NOTE 02.07.19 1.03 USE SIMPSON H I OA IL SP RT16A VERSION NO. 1.03 / 02.07.19 i� cv 2 w O m Z J �i z O = U W 0 } Q N = N V W WM =10 �-OD W } w Z Q L1J = LLJ ^J LLl ci W ❑ ❑ SHEET TITLE: FOUNDATION PLAN SHEET INFORMATION: JOB NO.: 390440 DATE ISSUED: 04.04.19 DRAWN BY: JH REVIEWED BY: TH I CV 00 O 9 h 00 CV r�