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4838 17th St
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4838 17th St
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Last modified
2/26/2025 8:49:30 AM
Creation date
2/18/2025 3:20:18 PM
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Building Plans
Street #
4838
Location
17th St
Contractor
Kingdom Construction & Design Inc
Building Plans - Permit #
7409
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ELECTRICAL LEGEND <br />RECESSED/PENDANT CEILING LIGHT. <br />CEILING FAN WITH LIGHT. <br />DROP HANGING LAMP <br />WALL MOUNTED INCANDESCENT LIGHT FIXTURE <br />WALL MOUNTED LIGHT <br />EP <br />CIRCUIT BRAKER PANEL <br />SINGLE POLE SWITCH. <br />THREE WAY SWITCH. <br />DUPLEX RECEPTACLE, MOUNT 18" A.F.F. U.O.N. <br />GROUND FAULT INTERRUPTER RECEPTACLE. <br />wP-G11 <br />WEATHER PROOF OUTLET <br />220 V RECEPTACLE <br />®EF <br />BATHROOM EXHAUST FAN <br />SMOKE DETECTOR, CEILING MOUNTED PER THE N.E.C. & NFPA. <br />SMOKE AND CARBON MONOXIDE DETECTOR. <br />g <br />ELECTRIC METER <br />LIl <br />CU DISC. <br />NOT ALL DEVICES SHOWN IN LEGEND ARE REQUIRED <br />REVIEW POWER & LIGHTING PLANS AND DETAILS <br />FOR ITEMS WHICH APPLY TO THIS PROJECT. <br />ALL <br />DEVICES MARKED WITH "E" ARE EXISTING <br />2"x4" PT BOLTED TO <br />WALL w/ J" x 3 J" TAP <br />CON ® 24" O.C. OR i" <br />ANCHOR BOLT ® 48" O.C. <br />FILL CELL <br />8" CONC. <br />BLOCK WALL <br />- 2X4 WALL @ 16" O.C. w/ 1/2" <br />PLYWOOD SHEATHING ® EXTERIOR <br />BEARING WALLS (1/2" DRYWALL <br />FOR INTERIOR BEARING WALLS) <br />1/2" DRYWALL <br />2"x P.T. FURRING <br />16" O.C. <br />FRAME TO BLOCK DETAIL <br />SCALE: NONE <br />PROPOSED ELECTRICAL PLAN <br />SCALE: 1 /4"= V-0" <br />WINDOW ASSEMBLY <br />SEALANT <br />FASTENERS AS REQUIRED <br />BY WINDOW MANUFACTURE <br />MARBLE SILL. <br />SET IN MASTIC <br />SET WINDOW FRAME <br />IN SEALANT <br />ELECTRICAL NOTES: <br />PER CAST <br />1. ALL ELECTRIC WORK SHALL CONFORM TO THE REQUIREMENTS OF THE <br />CONC. SILL <br />CAULK SEAM AT <br />WINDOW INSTALLATION <br />NATIONAL ELECTRIC CODE, AND/OR APPLICABLE LOCAL OR STATE <br />1 "x4" FURRING <br />� <br />•� <br />;_' <br />SET SILL IN FULL MORTAR BED <br />ORDINANCES REGARDING ELECTRIC INTERRUPTION AND SAFETY STANDARDS. <br />RIDGE INSULATION <br />A <br />(FACE SHELL & WEB BEDDING) <br />2. PRIOR TO ROUGH —IN CONTRACTOR AND OWNER SHALL VERIFY <br />REQUIRED THICKNESS MIN J", <br />MAX 1". <br />LOCATIONS OF ALL SWITCHES AND OUTLETS. <br />3. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES <br />8" CMU WALL, MIN. (1) <br />AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: <br />J" DRYWALL <br />WI VERTICAL BAR PER <br />WISILL <br />a. ALL OUTLETS AT BATH VANITIES AT 36" A.F.F. UNLESS OTHERWISE <br />sTucco FINISH <br />SPECIFIED <br />b. ALL OUTLETS AT KITCHEN CABINETS AT 48" A.F.F. <br />MASONRY SILL <br />C. ALL WALL OUTLETS AT 18" A.F.F. <br />SCALE: NONE <br />OPTIONAL <br />d. ALL BOTTOMS OF SWITCHES AT 36" A.F.F. <br />e. ALL BEDROOM'S TO HAVE AFCI'S NEC 210-12. <br />4. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS <br />REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPS) AND MEETING <br />THE REQUIREMENTS OF ALL GOVERNING CODES. APT SMOKE DETECTORS TO <br />BE 120V WITH BATTERY BACKUP CONNECTED IN TANDEM AND WIRED ON ONE <br />(1) CIRCUIT. <br />5. PROVIDE AND INSTALL GROUND FAULT CIRCUIT — INTERRUPTERS (GFI) <br />AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE <br />REQUIREMENTS OF ALL GOVERNING CODES. <br />6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE <br />THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH THE CURRENT <br />N.E.C., AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. <br />7. ELECTRICAL PLANS FOR REFERENCE ONLY. QUANTITY AND <br />DISTRIBUTION OF ALL FIXTURES SHALL BE RESPONSIBLY OF THE ELECTRICAL <br />CONTRACTOR <br />ALL BEDROOMS MUST COMPLY WITH <br />SMOKE AND CARBON MONOXIDE ALARM <br />REQUIREMENTS, AS PER SECTIONS R314 <br />AND R315 OF THE 2020 FBC—RESIDENTIAL <br />OTRUSS DETAIL <br />SCALE: NONE <br />SIMPSON C16 STRAP <br />OVER TOP PLATE, <br />EACH OPENING SIDE <br />,—EXISTING BEAM <br />(2) JACK STUDS <br />EACH SIDE OF <br />OPENING <br />CRIPPLE STUD <br />EACH SIDE OF <br />OPENING <br />OWINDOW OPENING DETAIL <br />SCALE: NONE <br />EXISTING <br />CONNECTOR <br />#30 FELT <br />CONT. MTL. <br />EAVE DRIP <br />EXISTING <br />SOFFTING <br />SIMPSON <br />SP2, TYP. <br />FIBER CEMENT SIDING <br />OVER MIN. A" OSB OR <br />PLYWOOD SHEATHING <br />J"x3 J" TAP -CONS @ <br />24" O.C. OR J" ANCHOR <br />BOLT MAX. 48" O.C. \\\ <br />SIMPSON <br />SP1, TYP.-____� <br />MIN <br />EXISTING <br />TRUSSES <br />TERMITE DAMAGED WEB TO BE REMOVED <br />unu n..•'r, v n un wro <br />SIMPSON C16 <br />STRAP OVER TOP <br />PLATE, EACH <br />OPENING SIDE <br />,—EXISTING BEAM <br />R-38 <br />INSULATION <br />(2) JACK STUDS EACH <br />SIDE OF OPENING <br />CRIPPLE STUD EACH <br />SIDE OF OPENING <br />J"x3 J" TAP -CONS <br />@ 24" O.C. <br />ODOOR OPENING DETAIL <br />SCALE: NONE <br />R-38 <br />EXISTING BEAM INSULATION <br />2"x4" S.Y.P. #2 <br />TOP PLATE <br />R-13 <br />INSULATION <br />—J" GYPSUM <br />BOARD <br />2"x4" STUD <br />® 24" O.C. <br />2"x4" S.Y.P. #2 <br />P.T. BOTTOM PLATE <br />- 2"x4" P.T. BOTTOM PLATE <br />a a a <br />EXISTING <br />SLAB <br />OEXTERIOR NON -LOAD BEARING WALL <br />SCALE: NONE <br />SECTION A <br />FOUR -STUD CORNER <br />r-INSULATION <br />(2) VERTICAL BARS DECO TRIM <br />r <br />EACH SIDE OF JAMB, <br />GROUT CORES FULL FOAM INSUL. AROUND <br />2"x4" STUDS <br />GYP. BD. SUPPORTED <br />WINDOW JAMB <br />BY CORNER CLIPS <br />STUCCO FINISH BR <br />2"x4" PRESSURE <br />OVER CMU WINDOW ASSEMBLY" <br />PLYWOOD/IF <br />TREATED BOTTOM <br />SHEATHING <br />PLATE <br />If/F •'.. --SEALANT <br />ml�dA�_Jl <br />;. Q. <br />FOUR <br />STUD U-CORNER <br />INSULATION <br />1 "x8" P.T. WOOD NAILED <br />AROUND OPENING ANCHOR <br />TO MASONRY WITH �"x5" <br />TITEN HD BOLTS @ 24" O.C. <br />2"x4" STUDS <br />GYP. BD. SUPPORTED <br />METAL CORNER BEAD <br />BY CORNER CLIPS <br />P.C. CONCRETE LINTEL ABOVE, <br />2°x4" PRESSURE <br />P.D. MIN BEARING EACH END 8" <br />PLYWOOD <br />TREATED BOTTOM <br />SHEATHING <br />PLATE <br />11 <br />MASONRY WALL WINDOW/DOOR JAMB <br />SCALE: NONE <br />2"x4" STUD <br />CORNER DETAILS <br />OPTIONAL <br />O <br />SCALE: NONE <br />SHEATHING <br />1. APPLY MOISTURE <br />BARRIER TAPE TO SILL & <br />FOLD 4" DOWN, EXTENDING <br />6 IN. TO EACH SIDE. DO <br />NOT STAPLE TAPE. <br />ROUGH <br />FRAMING <br />2. APPLY MOISTURE BARRIER <br />TAPE TO JAMBS OF ROUGH <br />OPENING & FOLD 4" OVER <br />SHEATHING & 6" ABOVE & <br />BELOW ROUGH OPENING <br />2"x4" TOP CHORD <br />10d COMM( <br />NAIL ® 3" 0. <br />x4" S.Y.P. #: <br />TO NEW WEE <br />SECTION A -A <br />NEW 2"x4" <br />S.Y.P. #2 WEB <br />2"x4" TOP PLATE" GAP <br />BETW. CEILING JOIST USE <br />(3) 16d TOENAILS TRUSS <br />BOTT. CHORD TO TOP PLATE <br />- GYPSUM <br />BOARD <br />2"x4" STUD <br />@ 24" O.C. <br />BASE TRIM <br />2"x4" P.T. BOTTOM PLATE <br />NOTE: <br />ALL DOOR OPENINGS TO HAVE 2"x4" BACKING <br />NON -LOAD BEARING WALL <br />SCALE: NONE <br />3. REPEAT STEP 2 BUT FOR TOP <br />OF ROUGH OPENING. LEAVE <br />OUTER EDGES UNSTAPLED FOR <br />FUTURE INTEGRATION W/ WALL <br />MOISTURE BARRIER <br />NOTE: IT IS EXTREMELY IMPORTANT TO <br />WRAP ROUGH OPENINGS WITH MOISTURE <br />BARRIER TAPE BECAUSE THIS IS WHERE <br />LEAKS ARE MOST LIKELY TO OCCUR & <br />BECAUSE THE FRAMING IS MOST <br />VULNERABLE AT OPENINGS. THIS <br />PROCEDURE IS ADEQUATE FOR MOST <br />EXPOSED SITUATIONS BEACAUSE ALL <br />LAYERS OVERLAP IN AN ORDER THAT <br />DIRECTS WATER AWAY FROM THE <br />STRUCTURAL FRAME OF THE BUILDING. <br />SIMPLER METHODS MAY BE EMPLOYED <br />WHERE EXPOSURE TO RAIN IS NOT <br />LIKELY TO OCCURRED. FOR THE METHOD <br />SHOWN, USE 6" WIDE PROTECTO WRAP'S <br />BUILDING TAPE"BT20 XL" OR EQUAL AND <br />INSTALL AS PER MANUFACTURERS <br />INSTRUCTIONS. <br />NOTE: THIN FILM TYVEK TAPE OR <br />SIMILAR ARES NOT EQUAL SUBSTITUTES <br />©WINDOW/DOOR ROUGH OPENING WRAP <br />SCALE: NONE <br />DOOR AND WINDOW ATTACHMENT NOTES: DOOR ATTACHMENT To FRAME OR DOOR ATTACHMENT TO i BY <br />All exterior windows & glass doors are required to be tested in 2x BUCK SUB -BUCK <br />accordance with ANSI/ AMMA/ NWMDA 101 / IS2 Standard and bear - 18 x2 }' wood screws - Ill" masonry screws <br />- 1.15 minimum embed. - 1.25 minimum embed.- - <br />an AMMA or WDMA label identifying the manufacture, performance - 0.25 maximum shim between 0.25 maximum shim between <br />characteristics and approved product testing entity. DOOR SDEUrE frame and 2x sub -buck. frame and 1x sub -buck. <br />ANCHORING JAMBS SIDELITES - actual profile of the door - maintain same screw pattern <br />All exterior windows & doors shall be anchored per published frame components may vary as shown above <br />manufacture's instructions to achieve the design pressures <br />specified. <br />All exterior windows & doors having a buck thickness less than <br />1-1/2" shall be anchored through the jam and into the <br />structural substrate. Those exterior windows & doors having a <br />buck thickness of 1-1/2" or greater may be attached to theFT <br />buck as per the manufactures instructions and the buck shall be <br />attached to the structural substrate as detailed in these plans DOOR SIDEUTE DOOR Sulu SIDELIM <br />All exterior window bucks shall extend beyond the interior lip of ANCHORING HEAD/SILL-INSWING ANCHORING HEAD/SILL-OUTSWING <br />the window frame as indicated in these plans. <br />Window and Door manufacture shall provide technical information <br />and written installation instructions. <br />Window & Door sizes shown are nominal and exact sizes shall be <br />provided by the window manufacture. <br />TW DOW= MIMS %Isar HM slaw <br />OMM F RM 6 A OFFEE CE OF CONEarOR <br />sW PLMl SE H C0 snEit Ivor aR Pa AMnaN OF ANCHOR HINGE USING (2) f l G x 2 ANCHOR THERNA-TRU ANCHOR ASTRAGAL <br />THE nxr sLr. txczrial6 m G waAlFrcn sE <br />NsrAUATaK xaIRUC110IS IFE11Na srwnxms ser J" SCREWS PER HINGE LOCATE IN SECURITY STRIKE USING KEEPER PLATE USING <br />IN TNE FLM BULM (xbE HOLES CLOS57 TO WEATHERSTRIP #8x2 I- SCREWS 18x2 F SMEWs <br />ANCHORING HARDWARE <br />ODOOR & WINDOW ATTACHMENT DETAIL <br />SCALE: NONE <br />MANUFACTURE REQUIREMENTS SHALL SUPERSEDE THESE INSTRUCTIONS <br />R E V I S 1 0 N S <br />No DATE <br />A <br />A <br />Z <br />O <br />O <br />F-4 <br />N <br />N N <br />00 <br />00 O <br />M <br />a0 � <br />O <br />Q r1-I W <br />ow <br />JF <br />wo <br />Xx <br />I� <br />O� <br />w <br />N <br />O <br />M <br />M <br />O <br />wM <br />N <br />W <br />� <br />I TITLE SHEET I <br />ELECTRICAL <br />PLAN & DETAILS <br />- I HEREBY CERTIFY THAT I <br />HAVE REVIEWED THIS DESIGN <br />AND FOUND IT TO BE IN <br />COMPLIANCE WITH THE 7TH <br />EDITION (2020) OF THE F.B.C. <br />- THIS DRAWING IS VALID FOR <br />12 MONTHS AFTER THE DATE IT <br />IS SIGNED AND SEALED. <br />tjJ s1",# ft.. <br />t� QF';� I� <br />E,N <br />T <br />, STATE OF °'g- <br />P <br />_�*7 ONAL9;%%%�� <br />'This item has been digitally signed and <br />sealeI by ANDRES C. HENAO on the date <br />adjacent to the seal. Printed copies of <br />this document are not considered signed <br />and sealed and the signature must be <br />verified on any electronic copies" <br />JOB NO: <br />HLH23-065 <br />DRAWN BY: <br />ACH <br />REVIEW BY: <br />DATE: <br />SCALE: <br />SHEET NUMBER <br />A10 <br />
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