3618 SHORE AVE 2020 Plans 2022-12-01

FOUNDATION ® VERIFY ALL DIMENSIONS AND FIELD CONDITIONS PRIOR TO COMMENCING ANY WORK. ® GENERAL CONTRACTOR AND/OR FOUNDATION CONTRACTOR SHALL VERIFY D PRIOR TO POURING TI OWNS THE LOCATION OF ANCHOR BOLTS AND HOL 0 CONCRETE. ® ALL FOOTING SHALL BEAR 18" BELOW UNDISTURBED NATURAL SOIL. FINISHED GRADE SHALL BE NO LESS THAN 12" ABOVE BOTTOM OF FOOTINGS. ® TOP OF FOOTING SHALL BE LEVEL. BOTTOM SURFACE OF FOOTING SHALL NOT SLOPE MORE THAN 10%. STEP FOOTING AS NECESSARY TO MAINTAIN MIN. DEPTH OF FOOTING BELOW FINISHED GRADE. ® FOUNDATION WALL SHALL EXTEND MINIMUM 6" ABOVE FINISHED GRADE. ® ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. ® UNLESS NOTED OTHERWISE OR IN SHEAR WALL SCHEDULE, ALL ANCHOR BOLTS SHALL BE %" dia. x 10" AND EXTEND MINIMUM 7" INTO CONCRETE WITH MINIMUM SPACING OF 48" ON CENTER. EACH ANCHOR BOLT SHALL HAVE A 3"x3"x.229" GALVANIZED WASHER. ® SEE SHEARWALL & HOLDOWN SCHEDULES FOR SIZE AND PLACEMENT. ® CRAWLSPACE ACCESS SHALL BE A MIN. OF 18N24". OPENINGS THROUGH A PERIMETER WALL SHALL BE NOT LESS THAN 16"x24". (R408.4) ® PROVIDE A 6 MIL. BLACK VAPOR BARRIER OVERALL CRAWLSPACE AREAS. (R406.3.2) ® PROVIDE 2" SAND OVER 6 MIL BLACK VAPOR BARRIER OVER 4" COMPACTED GRANULAR FILL UNDER ALL CONCRETE SLABS. ® PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS ARE IN PLACE. ® ALL ISOLATED SPREAD FOOTING TO BE 24"x24"x8" REINFORCE FOOTINGS WITH (2) #4 BARS EACH WAY UNLESS NOTED OTHERWISE IN PLAN. • FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM TOP OF FOOTING TO FINISHED GRADE. (R406.1) ® SEE SIMPSON RECOMMENDATIONS FOR HOLD DOWN PLACEMENT. COORDINATE LOCATIONS WITH DOOR & WINDOW ROUGH FRAMING TO PROVIDE ACCURATE DIMENSION FOR OPENINGS. FOUNDATION T (R408.1) PROVIDE 1 SQ. FT. OF VENTILATION FOR EVERY 300 SQ. FT. OF CRAWLSPACE. FOUNDATION VENTS SHALL BE EXTRUDED, LOAD BEARING 16"x8" VENTS. PROVIDE A MINIMUM OF (1) FOUNDATION VENT WITHIN T-0", BUT NOT WITHIN THE FIRST 1'-0" OF EACH CORNER OF CRAWLSPACE. ASSUMED VENTS ARE MIN. 15.5'W" AND HAVE A NET FREE VENTILATION AREA OF .48 SQ. FT. FOUNDATION VENT CALCULATIONS CRAWLSPACE AREA 1123 SQ FT NET VENTILATION AREA / 300 SQ FT 3.74 NET AREA NUMBER OF VENTS REQ'D NET AREA / 0.48 8 OPTIONAL POWER VENT CRAWLSPACE HEIGHT 3 224.6 CFM MAB 48'-0" T T 3T-2%" 10'-C" I I I I I F-03 � I � I I j — F-03 — I I I j 21'-2%" i I 15 6%2' I 11'-2%" I I I I I I I I I I I CONCRETE LANDING & STEPS I I j ,TO GRADE PER I.R.C. I I CC-4 OD I I I i --- --- OLTS ' NO — — — — — — — 01 — —I— — — — — — — _ T P. � L 8" CONCRETE STEM WALL I I I j 12' 3" ; •f 3' 0%" a ON 16"x8" CONCRETE FOOTING I (TYP. U.N.O.) CRAWLSPACE 61gIL. BLACK V.B. TYP. F ' j I Ia �016'-7%" 6'-7%" 6'-7%" 6' 7%4' 6' 7%a° 2' 0 I I i • .� I I j I - — — — — — — ——--------- — — - - �------------- I — — — — — — — --- — — - - - - - ---- - - - - -- fF_]0Z2--------- ---------- TYP.- I F-®� -- �— -�rT- ------- - - - i. LJ I 2'- 6/z" 2'-6/" 3'-4" 4'-2%4" j 5'-3% 5'-3%" 1' 4" 1, 10'-8C" j 10'42 —--------------------- —I --- — -- — — — — — — —- I — — — — — — — — — — — — -- — — — — — --- I°GAKAUt bLAB ® 4" CONC. SL�B. SLOPE MIN. 8" PER 1'-0" TOWARDS GARAGE DOORS. I F-02 i ACCESS I i ( TYP.—F ' 7—— I I ( I0 5'-3%" 5'-3%, 5'-3%' 5'-3%" V-4 j I `a f NO BOLTS ------- — --I lL — — — --- — - -- — ------- ------ CONT. - UNDER GARAGE -- -- �'--------- —�— — -------- I— :. `W N y � blil --� — — — — — — — — _ _ _ —�— — — — — CONCRETE LANDING & STEPS TO GRADE PER I.R.C. — --- — — F-03 — — --- ---�------------ -- —— i iI j j 5/ 5Y I f I I I 2'-8%2" I I 16'-3" 2'-6%" 2'-0" 13'-0" 11'-6" 21'-6" 4&-0" n� CD -------------- -- - -------- N — —------------- P, NOTE1 J ALL FOUNDATION A TO B CALLED OUT CONCRETE FOOTING SCHEDULE SYM. FOOTING SIZE RE -BAR PLACEMENT F-01 *16"x8" CON'T. (2) #4 CON'T. F�02 24"x24"x8" (2) #4 EA. WY. F-03 *24"x24"x8" (2) #4 EA. WY. F-04 30"xWN8" (3) #4 EA. WY. F-05 *32"02x8" (3) #4 EA. WY, F-06 *36"x36'W" (3) #4 EA. WY. NOTE: *EXTERIOR FOOTINGS SHALL BE MIN. 18" BELOW GRADE AND REST ON BEARING SOIL. ELECTRONIC COPY ORIGINAL ON FILE AT ROSS ENGINEERING DESIGN (N Oo W 0) N z�w N N �Ns>. O �o�ma�0000 oz O y o� o o E 9 ro R o Q a a z C r ro croi n. N. U c c cpi U E m c o 2 0 m a o a a ro m o a w y S " m om u E_ w W JCL d C N O N Q_ O O W W 0 0 ` a s C� 0 0 U J c O U tO .. O N O O .C- - 0 "" 'ro0 �'-a�p-osroEa` z o W — ~o-H. N p-o F=- `� m> N E v m, tt, 3 S1; L i NE Ioil x IF A-wallol FOUNDATION PLAN I PRINT DATE 9/23/2020 2:05 PM