Loading...
Permit Plans 1814 Hickory Lane JUNCTION BOX FOR #�Z DeL FUTURE DBL FLOODS JB POOL HB FLOODS W" EQUIPMENT - -"` '"- - - - - - - - - � � f - M vV \ WP II II I D I � c ° q a II II r1 L _a1 U t r NDER / / w U _, I I I— - / Or I TO � �� i r ' � IGHTfNG LL - .' , FLOODS C7 REAR � _ r I i t , -'� -Y ��� _� z I ✓ r r W/H HVAC / / r > / 1 11 L� @ 1 I I \ ._ _ -1 —- I � r \ �`� I L r r o � r \\ WATER LIG 17 r 0 \ WP \ — \ ABOVE I ` ' n t \ SOFTENER r \ I I \ LOOP r I / OVEN MICRO I ' DBL AFF FLOODS ` I,� I� �^ WALL U) r MOUNT I (PRE -WIRE r 1 W G U - - - ONLY) i � Q '.j o /' \ r1a WP r I I I I \�\ \\ _____ m D II _ II SD _ S / ,' ' \ \\ ® �7 \ ' \ - I /1 /6 -0 „ \\ AFFp„ AFF AFF WP WP AFF I I \ I I � V TO ` u I I ' I! ! I FLOODS I I I I(9 FRONT Ji — — — — — — PRE -WIRE: PRE --WIRE & BRACE & BRACE �! FIRST FLOOR ELECTRIC L Zc !P w PRE -WIRE V Q BRACE Z so l \ \ q r ELECTRICAL LEG E D w SD® I I i ® _ _ __ I u w PREWIRE © FLOOR PLUG BRACE 2 %0V OUTLET -- - - - - - r' CEILING FAN ' W/ LIGHT Q_ 1 1 OV OUTLET PREWIRE wP WEATHER PROTECTED ' I �` ✓ - I , 1 1 OV OUTLET I I I r - J �,� L_ r CEILNG FAN r ILY ^ TO I �- I I ` I I ► (NO LIGHT) SWITCHED 1 10 OUTLET ® i BELOW I \ 1\ `\ I ` I I ' /',-~ I (TOP HALF ONLY) V FLUOR LIGHTS GARAGE DOOR OPENER I I I I I I I CEILING EXHAUST SWITCHES FAN /LIGHT FIXTURE -- a ' $3 3-WAY SWITCH f f �1 I CEILING EXHAUST FAN r I I I K PREWIRE SECURITY 4.4 1 I i I I RECESSED ❑ KEYPAD � LIGHT FIXTURE • PRE -WIRE PREWIRE C \ ! I I ! & BRACE 1 I CEILING MOUNTED TELEPHONE LIGHT FIXTURE , ` I / WALL MOUNTED CTV PREWIRE [� PRE -WIRE �_ I ! I I / I LIGHT FIXTURE CABLE T.V. Ct) & BRACE I{ I C� TO \��I DOUBLE ® SMOKE DETECTOR I I BELOW I - -- - - I FLOOD LIGHTS SD N OTE: DRAWN EY TH THERMOSTAT ALTHOUGH EVERY EFFORT HAS BEEN TAKEN SKI TO PREPARE THESE DRAWINGS / / __ I S ---- - - - - -- J � TO COMPLY Z �J DOOR CHIME WITH LOCAL BUILDING CODE, CONTINUOUS DATE CODE CHANGES MAY REQUIRE ADDITIONAL 11 -1 -a2 DC DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES TO THESE DRAWINGS TO MEET SCALY DOOR BELL C'D CODE COMPLIANCE. POSSESSION OF THESE DBL DBL DB PLANS ACKNOWLEDGES THAT THE PURCHASER 1/4 = 1 -0 FLOODS FLOODS HAS BEEN INFORMED OF THIS INFORMATION SEC N D FLOOR -- ELECTRIC PANEL AND ASSUMES THE RESPONSIBILITY TO JOB NO, ELEC PROVIDE ALL ADDITIONAL REQUIREMENTS SPEC2 PANEL OF LOCAL BUILDING OFFICIALS TO MEET ELECTRIC PLAN COMPLIANCE. PLAN NO . �../ S1 -IFFY NO. BJ / E -1 AF'F G.D.O. w i i I i W W 38' -0" 11' -8" W U L0 lo N W Z Y ► �' 2' -4" 9' -4" 5' -8" e 7,-D" > 0 Q , Z Lo n- c) d m C)-- CONCRETE F OOTING ; v , W O 30 X30 X 12 G �j' J o W /3 , -#4'S E.W. DEEPEN 00 00 0 0 L'- O1 EDGE � r J N G7 W O�--� o —� ��� o ❑ 4" 0 ❑ "'"' U d - cn CONG 1 Q SLAB I .1 m oQ 8" CONIC WALL in I I � ON 0" X B ILK CONC a� I FTG W/ (2 #5 RODS I I I CONT (TYP) 1 ❑ I � I I I � ❑ I I - I I I I I 4" C olvc 6" TYPICAL AT C ONC R ET E 0 X X 2F0071NG i °° I 1 S LAB I I INTERIOR BEARING W /3N 4'S E.W. 4" CONCRETE SLAB ( N I I rn I L_. WALLS # 6 X 6 10/10 W.W.M. ON I I fJ ' 11 ❑ 6 MIL VISQUENE I 1 I l CV I I 4 OVER CLEAN, WELL I (� S -3 COMPACTED,TERMITE I I I ` 1 1 S TREATED FILL I I 1 I TYPICAL AT I I I I j COLUMN 0 q I I I 1 4. I 9' -2" _ 11 0 DEEPEN h 11 0 13 -6 2 0 EDGE r 1 _ 11 , I RECESS SLAB 1 6 0 SHOWER N I I I I I ( CONCRETE FOOTING I 1 " " I W Q CONCRETE FOOTING � � Z 0 i I J 30 X30 X 12 30 X30 X 12 . W /3 - #4'S E.W. I I W/3 -14'S E.W. I J 6.. I a L-L I I W I I _ LL I I MONOLITHIC FTG W/ I CD I I T S113 a o = (2) #5 RODS CONT 11 1 SEE DETAIL 1/S -3 Z Y V 16" x 12" INTERNAL BRNG I S - 3 S - 3 FOR GARAGE DOOR a CONCRETE FOOTING ( FTG W/ (2) #5 RODS CON I JAMB DETAIL AND a W 30 X30 X12 I (TYP) NOTES = 2 W / 3, # 4'S E.W. I I I I I I I I I I N N Z TYPICAL AT 3 I I I 1 I a0 0 PERIMETER S_3 I w �-- I DEEPEN EDGE AND I in 0 �.., INSTALL (1) #5 ROD CONT � I J a �3 SW 5W L� F- I -J� CONCRETE FOOTING CONCRETE FOOTING o 3 0 "X30 "X 12" 4" 30 "X30 "X 12" S— 3 ¢ W/3-#4'S E.W. CoNG W/3-#4'S E.W. L — SLAB �_ �, FOUNDATION PL El El 1:1 LE L] ❑ AN CONCRETE FOOTING 30 "X60 "X12" 1 1 MONOLITHIC FTG W/ W/4- #5 LONG WAY S -3 (2) #5 RODS CONT W /6 -4'S SHORT WAY 19'_4" 2' -8" 18 -0 3 M. Bove I 24' -0 cQpy ight, M. 2 Bo e, 2003. All rights reserved. No part of this work may be used, reproduced, distributed, displayed or otherwise in anorm or b 73 ' 4 " any means f the prior -" written consent of Gabriel M. Bove. w FOUNDATION PLAN Ln SCALE: 1/4 " =1' -0" : Lz v w NOTES: SHEARWALL SCHEDULE a- l. FINISH FLOOR ELEVATION VARIES, SEE ARCH. DWGS. MARK SHEATHING NAILING HOLD DOWN LATERAL FOR SLAB /STEP DETAILS EDGE I FIELD I SIZE I EACH END ANCHOR BOLT SW . 7/16 OSB 1 SIDE 3 12 8d I HD5A OR HTT1 B 172"0024 2. ALL WALL SEGMENTS INDICATED SW ARE SHEAR WALLS. SEE DETAIL 12/S -3 FOR NAILING PATTERN. a 3. CONNECTORS ARE SIMPSON STRONG TIE OR EQUAL 4. ALL FRAMING MATERIAL SHALL BE SOUTHERN YELLOW PINE. 5. SEE SHEET S -3 FOR FOUNDATION DETAILS. JOB NO. 6. VERIFY ALL DIMENSIONS WITH ARCH. DWGS. 7. PROVIDE 2 STUDS EACH END OF SHEARWALL DRAWN: SCS 8. USE 1/2 A.B. OR EPDXY ANCHOR FOR HOLD DOWN. 9. ALL SHEAR WALLS ARE 4' —O" WIDE UNLESS OTHERWISE NOTED. CHECKED: ,JAB 10. THE FOUNDATION PLAN IS BASED UPON AND AS BEEN SCALFA NOTED COORDINATED WITH TRUSS REACTIONS PROVIDT BY MANNING BUILDING SUPPLY TRUSS DIVISION. rvLe $0911A) 11. GARAGE DOOR AND ANCHORAGE SHALL COMPLY WITH 120 MPH WIND OR 40PSF WIND PRESSURE. y � DRAWING NO. i UF I