3607 Shady Bluff Lp Lot 110 - Laserfiche WebLink

Browse Search

40'-0" S2 F — — _FF — — — — 1 5'-8" 5'-8" I 6'-4" 5'-0" 3-10" 3'-4" 3'-4" 3-10" 3'-0" Eo �I w o Ia. U -'I— Eo I� 1 1/4" RECESS - 36" SQ. FL - a FOR S.G.D. I 3 t A/C PAD ELEV 1-Iw S2 (_) 0'-4"'4" STEP 0- t _ C) .— o II N H g -I+- O 6 H 8,-9„ C? �n I 52 I I I it II ❑ it H II L____ II II II II II � I �) O U � •- I I r r- I I I co � II II II 11 I ❑ it 24'-0" i I 16-0" 7" WALL 3----'I--------� ---- Z—----r-r----- ----------------- ----------------- — TUB/SHOWER ( ❑ ---I —I- I LAV. j I co I I I I ❑ �`' i i W.C. E° _*ELEV. AT 0'-0" (ASSUMED) _ — — p� 4"_THICK, 2500 OR 3000 P.S.I. 1 1 I o U— CONCRETE SLAB ON GRADE - oil I o `* I _ W/ 6x6 W1.4xW1.4 MESH C.I i i LAN. i 1 W C `Y' I ❑ OVER 6 MIL. VAPOR BARRIER _ ❑ `r' ON CLEAN, WELL - COMPACTED, TERMITE I I I I I I - zco TREATED, GRANULAR FILL o O w0 OR BORATE TREATMENT ON TUB/SHOWER I -------------- r L- _ _ _ _ _ _ m o FRAME COMPONENTS II H i I ❑ ---------_J I n II r- - II IrL----=�I II co i i 20'-3" i t i i 19'-9" -- �Q c� in I - II11 r C - - ]J LL---------------, c> ---------- --------- L-_____J I I r- - r- I 00 CONDENSATE -----------------------------� I i i i i i i DRAIN LINE--, n I I AHU I I 1I— I I y_t--- — rtl--- II II it - � J I I— ❑ u 11 i I O T. W.H. L-----`-- - --I- -- ----------------- ❑ i i i i r i I4'-5" 2'-7" 2'_3" '-0` I 4 I II II I I S2 I � - --��1 8'-7" V-5" 8'-10" 1 V-2„ k I - II II 14" o I I I I 6 STE I I W.S. LOOP - El 52 SIM I I \ I AND DRAIN rt fi 14— ❑ ❑ ❑ I 1 ❑ ❑ 1 ' ---- CONTROL JOINT I i 1" DEEP (TYP) I 4" STEP 1 1/4" RECESS FOR DOOR ELEV I I ❑ 7 () 0'-4' CONTROL JOINT S2 v ❑ — — — — — 1" DEEP (TYP)— ~- L----------- � r- a � N i NOTE: SEE ELEVATIONS FOR PARTIAL PLANS, DIMENSIONS, WINDOW, DOOR SIZES AND CONDITIONS AT FRONT ELEVATION. 20'-0" FOUNDATION PLAN 1 /411 = 1 1_011 ❑ I I El 6 I 6 s3 I S3 O ❑ ❑ ❑ ❑ -3/4" DP. X 13" RECESS 1 0' '-0' SZ FOR GAR. DR. 2'-0" 16-0" 2'4" 20'-0" 40'-0" A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRECHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. S2 co fV 0 (V m 0 h"- -v 0 m Ln 0 co v 0 NOTES: - NOT ALL REQUIRED FLASHING IS INDICATED ON DRAWINGS. PROVIDE FLASHING PER FBC 1403 AND 1503. - FLASHING SHALL BE INSTALLED AT (1) WALL AND ROOF INTERSECTIONS (2) WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION, AND (3) AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN 0.019 INCH (26 GAGE (0.551 MM) GALVANIZED SHEET). ALL MANUFACTURERED PRODUCTS SUCH AS ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER IS PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED AND THAT IT HAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS AND CLADDING PRESSURES REQUIRED BY THE SEALED PLANS. ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. ❑ = FILLED CELL W/(1) #5 VERTICAL O = FILL CELL TO THIRD COURSE (NO REBAR) ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION. TAMPA CIVIL DESIGN 5289 EHRLICH ROAD TAMPA, FL 33624 (813) 960-5685 PHONE (813) 482-9128 FAX JEREMY COUCH, P.E. PROFESSIONAL ENGINEER # 70658 1 HEREBY CERTIFY THAT 1 HAVE REVIENIED THE ATTACHED DESIGN, �� MY C� +►i AND FIND IT TO 13E IN COMPLIANCE WITH SECTION R301 OF THE 2010 g,; E H S •�j�,,� FLOWDA BUNDM CODat« No 7065 %® THE ENGINEER HAS NOT REVIEWED * WHE PRE—ENGINEERED TRUSS MANUF. LAYOUT TO DETERANNE ANY LOAD 9 : ST +:BEARING COND17IONS AND RESERVES o0'•� '•,O , THE RIGHT TO MAKE ANY CHANGES ° . O AFTER TRUSS LOAD INFORMATION IS °AA,,R, °. SUPPLIED Tip THE ENGINEER 0 _j J go Z Q J U U p o i-zz0LLJ m F LL 0 c W Q a a W W o � Z ? �Z = Q rnwz0�a. co El 1:11:1 El U Z CL a w J D O L w in w IY - r � H Ca V z T J J Q #0 L� � U z -J ` a ae ae m w J 0 0 IL 0 �z 00 O Nm m _ � w o o Q� Z o Q C�c) z _ z ISSUE DATE AUGUST 01, 2008 REVISION DATE 08122108 REV MEMO 03125113 REV MEMO SHEET 2 FOUNDATION PLAN SEALED FOR STRUCTURE ONL Y