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± 65 .01
<br /> C❑NNECTI❑N No-iLING — _ — — — —
<br /> 1.JOIST TO SRS.OR OOIDER,TOENAIL 3-8o _
<br /> 2. 3R-D5ING TO JOIST, TOENAIL EACH END 2-ed
<br /> I �
<br /> 3, 1' % 6' (25 Mn % 152 mml SUHFLGOR OR LESS TO JOIST, FACE NAIL 2-Bd
<br /> 4. WIDER iHPN 1' X 6' (25 mm % 203 mm) SUHFLOOR TO EACH JOIST. FACE NAIL 3-8d
<br /> 5. 2' (51 OF' SUHFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 2-16d I `I
<br /> I
<br /> I
<br /> 6, SOLE PLATE TO IG:Si OR BLOCKING, TYPICAL FACE NAIL 160 R 16' 1406 mml OC. 1
<br /> SOLE PLA-E TO JOIST OR BLOCKING, f GRACED WALL PANELS 3-16a PER 16' 1406 mn) I
<br /> C
<br /> 7. TOP PLATE TO STUD AN7 NAIL8. STU➢ TO SOLE PLATE 4-Ga, TOENAIL OR 2-I6a, END NAIL9. DOUBLE STUDS, FACE NAIL 16a 2 24' (610 mnl Oc10, ➢DUBLED TOP PLATES, TYP FACE NAIL 16a e 16' was ,ml o (E) water
<br /> ,c -9 I
<br /> DOUBLE TDP PLATES, LAP SPLICE 8-16d I well W O
<br /> 11, BLOCKING BETWEEN JO SIS OR IOP PLATES, TOENAIL 3-ed i
<br /> 12. RIM JO:STS TO TOP PLATE, TOENAIL 86 @ 6' (152 mm) D.C.
<br /> T
<br /> 13, TOP PLATES, LAPS AND INTERSEC'IDNS, FACE NAIL 2-16d
<br /> 14. CONT;NUDUS HEADER, -WO PIECES 160 a 16' (406 nm) BG. ALONG EACH EDGE i I rr
<br /> 15, CEILING JOISTS TO PLATE, TOENAIL 3-Bo i i U �
<br /> 16. CONTINUOUS HEADER TO S-UD, TOENAIL 4-86 (N) MASTER - -� Tr/
<br /> 17. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-16d I If 5 UITE G C)
<br /> —
<br /> 390 sq.ft. �$
<br /> V1
<br /> 18, CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d I L � \
<br /> 19. RAFTER TO PLATE, TOENAIL 3-8d
<br /> 20. 1' (25 mn) BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8d , y�
<br /> El, I-XV (25 mm % E05 mm) SHEATHING OR LESS TO EACH HEARING, FACE NAIL 2-8d Z
<br /> L
<br /> 22. WIDER TPN I'18' (25 mi % 203 vml TO EACH HEPRNG, FACE NAIL 3-Bd j I
<br /> 23, BUILT-UP CORNER STUDS 16D @ 24' (610 ,m) O.C. +/ '
<br /> 24. BU LT-UP GIRDER & BEAMS 20d a 32' <813 mm) O.C. 2 TOR AND
<br /> BOT70M d STAGGERED 2-20d
<br /> ENDS AND @ EACH SPLICE I_all (E) PATIO Cl
<br /> 25. 2' (55 mm) PLANKS 2-16d @ EACH SEARING I (E) HOUSE 1 I
<br /> 26, WOOD STRUCTURAL PANELS AND PARTICLEBOARD,
<br /> SUBFLOOR, ROOF AND WALL SHEATnING (TO FRAMING)(1-254 mm) I i 4
<br /> In
<br /> 1/2" AND LESS 6d (5) 1 - -
<br /> 19/32' - 3/4" 8d (4) OR 6d (5)
<br /> 7/8" - 1' ed (5)
<br /> 1 1/8" - 1 1/4' lOd (4) OR Bd (5) I
<br /> COMBINA-ION SUBFLOOR-UNDERLAYMENT (TO FRAMINGHI-25.4 mm) I
<br /> 3/4' AND LESS 66 (5) I
<br /> 1 1/e" - 1 1/4' lad (a) OR ed (s) � I
<br /> 27, PANEL SIDING (TO FRAMING)
<br /> 1/2' (13 mm) OR LESS 6d (6)
<br /> 5/8' (16 mm) Bd (6) I ;
<br /> 28. FIBERBOARD SHEATHING '
<br /> I
<br /> 1/2" (13 mm) NO. 11 GA. (6)
<br /> I I
<br /> 6d. (4) I
<br /> NO. 16 GA. (9)
<br /> 20/32' (20 mm) N0. 11 GA. (8)
<br /> 8d (4) I n
<br /> NO. 16 GA (9) 6 � I V
<br /> 29, INTERIOR PANELING
<br /> 1/4' (6.4 MM) 4 d. (10)
<br /> 3/8' (95 MM) 6d Qll
<br /> APPLICANT SMA +I
<br /> LL BE ! ! +�
<br /> RESPONSIBLE FOR ! �'
<br /> DETERMINING LOCATION +I
<br /> OF ALL PROPERTY LINES I O
<br /> AND EASEMENTS I
<br /> San Joaquin County Planning Division I N
<br /> 1810 E Hazelton Ave, Stkn CA 95205 i
<br /> Proposed site plan approved as shown.
<br /> No changes or modifications may be �__9, ',✓
<br /> made without written approval from the i
<br /> San Jpagy�in�County Planning Division.
<br /> raqa
<br /> DYate: f �� 1 A
<br /> p �y LLWI'1 ry
<br /> SITE PLAN
<br /> = r�ENVIRONh'E 'JAL HEALTH DEPARTMENT
<br />--------------304€"B€RAVESHIAa ELQO_R__
<br /> S t OCKTON CA 95202 �1
<br /> (209) 468-3420
<br /> PROPOSAL APPP1-,,/ED SURJECT TO:
<br /> OBTAIN > NITATI,-N PERMIT
<br /> OBTAIN LL/PUMP PERMIT
<br /> ❑ CONDI "�S NOTED BELOW
<br /> EMARKS I
<br /> PROJECT INFORMATION: C
<br /> 4 DE5CRIPTION OF USE : GENERAL COMERCIAL L
<br /> 3a e / B u„
<br /> approval ext nds only t that which is s wn and dlpscribed ZONING : R-3
<br /> ��,a einaq not authorize or approve any omission or � l IC w k ff M n Me-%I Io _ Ylu/CI I I A I/` 2
<br />
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