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1332 RUCKER AVE 2018 Plans 2025-03-19 (2)
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1332 RUCKER AVE 2018 Plans 2025-03-19 (2)
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Last modified
3/19/2025 10:44:22 AM
Creation date
3/19/2025 10:43:49 AM
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Template:
Address Document
Street Name
RUCKER AVE
Street Number
1332
Permit
B1803-018
Year
2018
Notes
DEMO OLD GARAGE & CARPORT, CONSTRUCT NEW GARAGE
Address Document Type
Plans
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2'-4 " 16'-3" R.O. FOR OVERHEAD DOOR-- / 2•-4YZ"-v Note: <br /> N� <br /> 0-\ , 1 — — 1 Floor plans dimensions are to Z <br /> face of framing or centerline of � 21-O" / 0 <br /> openings typ. as shown. /-2'_4Yz" / 16'-3" R.O. / 2'-4YZ"-/ I-- <br /> \ 4-±---- rtm m till \ <br /> FOR OVERHEAD DOOR <br /> Ii 10'-6" 10'-6" �/ 0--„, / /i <br /> e / / / Z <br /> (3 ,,, bo <br /> ,„ <br /> W F- <br /> z 5.1 "x11%" GLULAM s \ F I \ \ flu")- aZ m <br /> Ld a I s \ i SLAB TO DRIVEWAY F \ Uj 0 (L)o Z <br /> ',_ GFCI 18" GFCI 18" I CONNECTION, SHEET 9 TYP FOUNDATION SECTION W 0 Q m <br /> _ - OFF FLR OFF FLR I <br /> I <br /> S PROVIDE ADDITIONAL REINFORCING AT W Y a w <br /> n cn <br /> a I CORNERS OF CONCRETE WALLS AND - z C� <br /> NI O FOOTINGS PER 2/10 (TYP) 0 Q °O <br /> al n n Li) 1:: N5 <br /> x re <br /> w I I I J Q ro y C.) <br /> �W o r0 >w <br /> 3 I I=i INSTALL (3) 6" SCHEDULE 40 PVC 0 0 w <br /> a \ I I o o LINE OF OPEN GARAGE DOOR = SLEEVES THROUGH WALL. CROWN <br /> 1nI N ® I APPROX. 24"-36" BELOW GRADE <br /> N II <br /> o I OUTLET I E el \ z • \ <br /> Z $ IN CLG -o L _I o <br /> z z <br /> o <br /> GARAGE <br /> s o <br /> CIRCUIT 2 0 1 z 20'-0" x 23'-0" x 4" CONCRETE SLAB o <br /> CIRCUIT #3 CIRCUIT #1 I n u) n <br /> 20 AMP LIGHTING 20 AMP -d. m w/ 6x6-W2.9xW2.9 WWM REINF. <br /> I 15 AMP 8 N -1 LAP SPLICES 6" MIN. o <br /> GFCI 18" r_ ___- _ _ _ + GFCI 18" Ig= <br /> o <br /> OFF FLR OFF FLR z <br /> o <br /> \ 012" DIA. FLOOR DRAIN \ 1 <br /> U <br /> N <br /> i 6 40 <br /> X w I INSULATE ALL WALLS WITH MINIMUM R-15. %" GYPSUM <br /> 3 I I WALLBOARD TYPE 'X' ON WALLS AND CEILING. / Z <br /> Jj J1 <br /> �n I I o N = In /-COMPACT FILL TO 95% 0 <br /> 1 <br /> N L I— ' <br /> ci <br /> N I i (28))¢"0 x 10" ANCHOR BOLTS © 6'oc MAX w/ Q <br /> Z 3"x3"xYa WASHERS. MINIMUM EMBEDMENT 7". SPACE <br /> �� GFCI 18" \ • MIN 4" Se 12" FROM WALL ENDS AND CORNERS. \ 0 <br /> OFF FLR 8 <br /> I <br /> 2'-3" / 8' 3" 10' 6" / <br /> ■ h 1 o <br /> V <br /> 1: .� GEC( 18" (2) 2"x8" HEADER GFCI 18" <br /> 00 / OFF FLR / \ _ #2 DF-L OFF FLR <br /> ( '.SS 1' s I_ 9 0'-6" 1 -0" TYP FOUND. SECT <br /> 3' 5" R.O. / / 3' 4„ // 3'-5" R.O. / / 4' 9 Yz" / 2' 6" <br /> J :IL: <br /> 1 I I \ LACCESS DOOR T ACCESS DOOR J • \ <br /> 14/2 3' 2" R.O. (} LIGHT �L` _ I I I -1/: , <br /> I <br /> ACCESS DOOR TTT \ \ \ <br /> I <br /> DUPLEX RECEPTACLE 6 �/ r TYP FOUNDATION SECTION r �/ <br /> z <br /> (2) 2"x8" HEADER F - v o <br /> #2 DF-L N FOUR-PLEX RECEPTACLE TYP FOUND. -n PROVIDE ADDITIONAL REINFORCING AT o'-e <br /> I <br /> �__ - - - - __ o SECT c CORNERS OF CONCRETE WALLS AND N <br /> FCI 48" tsr SWITCH <br /> ' OFF FLR GFCI 48" m ° n FOOTINGS PER 2/10 (TYP) o <br /> OFF FLR h -1 F¢ 7, <br /> ri ELECTRICAL NOTES: z Z <br /> N n r LL <br /> 1. ALL ELECTRICAL WIRE RUNS 14/2 AWG \ 9_ • \ HOLDDOWNS <br /> GFCI 18" GFCI 48" UNLESS MARKED OTHERWISE. z <br /> Or F'_ OFF FLR 2. ALL OUTLETS ARE GFCI, 20 AMP. WIRE STHD14 <br /> 12 GAUGE. 10 <br /> JI N DQ N N DO N Y \ 3. ALL WIRING ON AFCI BREAKERS. N <br /> J�HDU2-SD2.5 w/SSTB1 6 <br /> 4. IN BOXES WITH MULTIPLE SWITCH, PLACE OR STHD14 <br /> / 4'-4Y2" )( 12'-3" 4' 4YZ" / EACH SWITCH CLOSEST TO ITS LOAD. ` TYP FOUNDATION SECTION J `� <br /> / 21'-0" / `l L J . \ LEGEND <br /> /1' , 5'-1 YZ" 5-1 " , 1'/ WALL CUT-OUT FOR DOOR <br /> WALL FRAMING PLAN / ELECTRICAL I— <br /> � I FULL HEIGHT WALL <br /> 12' 3" 'I{ --- <br /> --CONCRETE FOOTING <br /> WALL FRAMING NOTES: • ANCHOR BOLT <br /> 1. PORTAL FRAME WITH HOLD-DOWNS WALL SHALL BE 2"x6" CONSTRUCTION. ALL OTHER WALLS MAY BE 5 OF 1 2 <br /> 2"x4" CONSTRUCTION. 2' 0' 2' 4' DETAIL <br /> SCALE IN FEET FOUNDATION PLAN <br />
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