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HomeMy WebLinkAboutLA209410 - Revised Plan APPROVED - 8273 183rd Street West-REVISED Plan Sheets1x10 CEDAR SKIRTAT DROPPED BEAM1x10 CEDAR SKIRTAT DECK RIM JOISTBLOCKING AS REQ.FOR SKIRT SUPPORTDROPPED BEAMUSP LTS19-TZ BRACINGAND WOOD BLOCKINGSEE PAGE 5 FOR DETAILS2x12 BLOCKING2x12 BLOCKINGPORCH SKIRT DETAIL1/4"=1'-0"CLIFTON F422-C-4.0PC#1023: 7-13-2022-LLPC#1026: 8-11-2022-LLPC#1052, 1063: 8-11-2022-LLPERMIT/CONSTRUCT: 1-10-23-RKWINDOW & DOOR SCHEDULE-WALKOUTCALL-OUTU-FACTORROUGH OPENING6068 SGD0.3172 1/8" X 80"LOCATIONSHGCFAMILY ROOM0.323050 SH0.3136 1/4" X 60 1/4"#11BEDROOM0.31FOUNDATION INSULATIONFRONT FOUNDATION WALL:-19 SQ FT/61.5 LIN FT= 0.31 RATIOR-10REAR FOUNDATION WALL:-24 SQ FT/48 LIN FT= 0.5 RATIOLEFT SIDE FOUND. WALL:-78 SQ FT/56 LIN FT= 1.39 RATIORIGHT SIDE FOUND. WALL:-81 SQ FT/42.5 LIN FT= 1.90 RATIO-FOUNDATION INSULATIONRATINGS ARE BASED ONLESS THAN 2.6 AIR CHANGESPER HOUR DURING THE AIRLEAKAGE TESTR-10R-15R-15REQUIREMENTS1/2"=1'-0"REAR DECK LEDGER SECTIONFLASHING ABOVEDOORTHRESHOLDAND BELOW TREATED2x8 LEDGERSTRTD 2x_ JOISTS16" O.C.(8) 10d COMMON NAILSTREATED 2x85/4" DECKINGRIM BOARD1-1/8" OSB16" FLOOR TRUSSES(4) PER DECK, RATED AT 750 # EACHSPACED EVENLY, MAX. 24" FROM END OF LEDGERLATERAL LOAD CONNECTION:USP LTS19-TZ w/ LBP12-TZ WASHER1"=1'-0"WALL DETAILLOOKOUT FINISH2x6 TREATEDSILL PLATE1x6SILL PLATE2x4 INTERIORWALL2x_ TREATEDBLOCKING1/2" GYP. BD.1/2" GYP BD LEDGE6-1/2" CAP BOARDSHOE PERIMETERWINDOW FRAMEEXTERIOR SHEATHINGR-10 EXTERIORINSULATIONR-5 INTERIORINSULATION (IFREQ'D PER CODE)1/2"=1'-0"DECK LEDGER DETAIL3/4" SUBFLOOR6 1/4"VARIES2x_ PORCHLEDGER2x6 EXTERIOR WALL16"FLOORTRUSSES.2""MIN...3/4"1st FLOOR WALLSSUBFLOOR9'-1 1/8"BASEMENTWALLS 2" FROM TOPLAG SCREW TO BEMIN. 2" FROM EDGE16" O.C. UNDER 10'-0" SPAN12" O.C. OVER 10'-0" SPANSUBFLOOR TOTOP OF LEDGEROF LEDGER19.2" O.C.FLOOR TRUSSESBLOCKING, LAID FLATTRTD (2) 2X12(8) 16D NAILS ON INSIDEBLOCKING, LAID FLATTRTD (2) 2X12(8) 16D NAILS PER SIDE(8) 30D NAILS ON OUTSIDESCREWS (MIN. 4" LONG)1/2" DIAMETER LAGINSTALLED STAGGERED IN 2 ROWS1/2" DIA. LAG SCREWS TO BE21" O.C. UNDER 8'-0" SPANTOP/SILL PLATE W/ATTACH RIM BOARD TO8D NAILS @ 6" O.C.SUBFLOOR W/ATTACH RIM BOARD TO8D NAILS @ 6" O.C.TO TOP & BOTTOM OFATTACH 1-1/8" OSB RIM BDEACH FLOOR MEMBERW/ 8D NAILSOF DECK LEDGERUSP LTS19-TZ STRAPS TO BE ATTACHED TO DECK JOISTOR 2X12 BLOCKING AND ANCHORED INTO FLOOR TRUSS.(4) STRAPS PER DECK/PORCH, RATED AT 750# EACH,TO BE SPACED EVENLY. MAX 24" FROM END OF DECK LEDGERMINIMUM 3" PENETRATION THRU OSB RIM & FLOOR TRUSSSIMPSON DTT1Z OR6 1/4"7 1/4"1 1/2"APPROVED HANGERS2x10 CEDARTREATED 2x10 JOISTSCEDAR DECKINGPOSTSPOST ANCHORAPPROVED GALV.BOTH ENDS2" GALVANIZED DRIP CAP(DO NOT FASTEN DECKING THROUGH FLASHING)5 1/2" FROM TOP OF SUBFLOORTO TOP OF JOISTSAT 16" O.C.5/4" x 6" 1/2"=1'-0"DECK DETAILS6x6 TREATEDRIM16"16" OR 18" DIAMETER5'-0" FROST PROTECTIONCONC. PIERCEDAR3'-0" MIN.ALUMINUMRAILING SYSTEM(3) 2X10 TRTDHEADERX2.0PERMIT/CONSTRUCT PLANS8273 183RD STREET W.LOT 3 BLOCK 6 - PINNACLE RESERVE 4TH ADD.PLAN OPTIONS3RD GARAGE STALLWALKOUT BASEMENT10" TREAD CUT 16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGHDRAIN TILESLEEVES1766 FOUND. SQ. FT.UNEXCAVATEDAC HVWH F.D.16'-3" M.O.2 ANCHOR STRAPS WITHMIN. UPLIFT CAPACITY OF 4,200 LBS.2 ANCHOR STRAPS WITHMIN. UPLIFT CAPACITY OF 4,200 LBS.UP 16R BEDRM16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGH3/4B24" TOWEL BARFAMILY RM16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGH948 SQ. FT.288 SQ. FT.62 SQ. FT.MECH.30"A/CUNFINISHED468 SQ. FT.BRACINGFOUND.SYSTEMBRACINGFOUND.SYSTEMBRACINGFOUNDATIONSYSTEMBRACINGFOUNDATIONSYSTEMNOTE:MECHANICAL EQUIPMENT LAYOUT WILL VARYPER PLUMBING, ELECTRICAL, MECHANICAL,STRUCTURAL AND/OR SITE CONDITIONS34x48 FBGLSHOWERSURROUNDNOTE: ROCK WHOLELOWER LEVEL CEILINGEXCEPT FOR 80 SQ FTAT MECHANICAL ROOM2-82-82-82-82-8 BRACINGFOUND.SYSTEMBRACINGFOUND.SYSTEMDROPPED BEAMDROPPED BEAM BRACINGFOUNDATIONSYSTEMBRACINGFOUNDATIONSYSTEM18" FLOOR TRUSSES18" FLOOR TRUSSES18" FLOOR TRUSSESLOCATIONVERIFY16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGHDROPPED BEAM16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGHSEWER & WATERSLEEVERADONVENT PIPEBRACINGFOUND.SYSTEMBRACINGFOUND.SYSTEMBRACINGFOUND.SYSTEMBRACINGFOUND.SYSTEMBRACINGFOUND.SYSTEMBRACINGFOUND.SYSTEMBASEMENT PLANINSTALL PER MFRS SPECSINSTALL PER MFRS SPECSINSTALL PER MFRS SPECSNOTE:8'-4" HIGH POURED CONC. FOUNDATION WALL TYPICALWDW SIZES GIVEN IN FEET AND INCHES (WIDTH x HEIGHT)BEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIER/MFRSUMPFILL14"x8" CONC. FTG.POURED CONC. WALL6" THICKMIN. 3'-6" BELOW GRADEFILLDRAIN TILESLEEVESWALLSROCK RETURN ANCHORS AT 6'-0" O.C.BLOCK AT MIDPOINT14x8 CONC FTG6" HALF-HIGH CURBTREATED BOTTOM PLATE2x6 STUDS AT 16" O.C.2x6 BRNG WALLCONC PAD FTG30x30x12CONC PAD FTG30x30x12POURED CONC. WALL16"x8" CONC. FTG.POURED CONC. WALL16"x8" CONC. FTG.POURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGH6" CURB, 2" LEDGEERV3'-0"7'-0"IS BEING FINISHEDWHEN ONLY THE REC RMADD 2--8 DOOR HEREHD-FLRTPHFINISHED CLOSET56'-0"9'-0" 65'-0"42'-0"23'-0"20'-4"13'-6" 9'-0"13'-4"17'-8"4'-5 1/2"1'-11"7'-4"17'-6 3/4" 3'-6"3'-2 1/2"3'-0"16'-1"18'-1"4'-10"14'-1 3/4"4'-1" 2'-2" 5'-0"4'-8"25'-11"30'-1" 5'-0"4'-0" MAX.4'-0" MAX.4'-8"70'-0" 9'-0"13'-6"4'-8"5'-0" 5'-0"19'-4"5'-5"4'-1"4'-6"1'-3"1'-0"CPTCPT2-82x6 WALKOUT WALL2x6 STUDS AT 16" O.C. 8" POURED CONC. WALLTREATED BOTTOM PLATE6" CURB, 2" LEDGE16x8 CONC. FTG.MIN. 3'-6" BELOW GRADE2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C. POURED CONC. WALLTREATED BOTTOM PLATE18x8 CONC. FTG.8" THICK, 4'-4" HIGH16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGH6-0 SGD36x72CONC. PAD2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C. POURED CONC. WALLTREATED BOTTOM PLATE18x8 CONC. FTG.8" THICK, 4'-4" HIGH10'-0"8'-4"39'-0"18'-4"20'-8"7'-1"13'-7"20" CONC. PIER FTG6x6 TREATED POSTMIN. 3'-6" BELOW GRADE18" CONC. PIER FTG6x6 TREATED POSTMIN. 3'-6" BELOW GRADE9'-4"9'-0"(3) 2x10 FLUSH HDR - (2) TREATED AND (1) CEDARTREATED 2x10's 16" ON CENTER JOIST HANGERS BOTH ENDS 12'-0" LOOKOUT WALL 12'-0" LOOKOUT WALL8'-3" M.O.2 ANCHOR STRAPS WITHMIN. UPLIFT CAPACITY OF 4,200 LBS.6" CURB (OMIT CURB AT GARAGE DOOR OPENINGS)8" THICK POURED CONC. WALL16"x8" FTG.MIN. 3'-6" BELOW GRADE(OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK POURED CONC. WALL16"x8" FTG.MIN. 3'-6" BELOW GRADE20'-10"2'-3 1/2"2'-3 1/2"16'-3"10'-0"21'-0"2'-0"7 1/2"1'-1 1/2"8'-3"49'-0"18'-2"30'-10"10'-0"10'-0"6" CURB, 2" LEDGEPOURED CONC. WALL48"x10" CONC. FTG.8" THICK, 8'-4" HIGH6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGHREVISED: 5/3/2023- UPDATED TO FINISHEDLOWER LEVEL- ADD WATER SOFTENERWSConcept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode05/17/2023dpfannenstein CLIFTON F422-C-4.0PC#1023: 7-13-2022-LLPC#1026: 8-11-2022-LLPC#1052, 1063: 8-11-2022-LLPERMIT/CONSTRUCT: 1-10-23-RKDINING RMLLFOYERBEDRM #1LAUNDRYW.I.C.GARAGEKIT.BATH #1BEDRM #2BATH #2COVEREDDECKW.I.C.FANLSDSGFISSS WP SSFANSLLLLPHSDSSPHSD/CMDSSSGFIGFISSS WP SLS S S SFANLUSBLTCHIME DWSLLSHCP S GFIS SMART HOMESYSTEM RECEPTACLELLLLLLLLLLLCOVEREDCONC. PORCHLLCDROUGH-IN DATAW/ BLANK PLATELLLLFAMILYROOMSSS X4.01ST FLOOR 1/4"=1'-0"ELECTRICAL PLANCEILING FANROUGH-INRADONVENT PIPEBEDRM. #3SD/CMDSDLLSSLSTO OUTSIDEVENT HOODSPRINKLERSYSTEMRECEPTACLE CDSCTECHTUBEPERMIT/CONSTRUCT PLANS8273 183RD STREET W.LOT 3 BLOCK 6 - PINNACLE RESERVE 4TH ADD.PLAN OPTIONSBATH #1 TILED SHOWER WALLSCORNER GAS FIREPLACEKITCHEN TILE BACKSPLASH - 1/2 OFFSETOPT. WASTE BASKETPLAN OPTIONS3RD GARAGE STALLWALKOUT BASEMENTLAUNDRY ROOM CABINETSDINING ROOM (3W)2020FIX WINDOW3RD GARAGE STALLDISP.ELECTRICAL PLAN1/4"=1'-0"FINISHED BASEMENTSDGFI SD/CMDFANCSSS SLS BEDROOMBATHFAMILY RMA/CWPRADONVENT PIPELLLLLLS SUMPMECH.UNFINISHEDSEPERATE 15 AMP CIRCUITW/ SINGLE RECEPTACLESS LLLLSSLOW VOLTAGESYSTEM RECEPTACLES DLLGFI15 AMP CIRCUITFOR POWER VENTW/ SINGLE RECEPTACLEACHVWHF.D.FUT WATER SOFTRECEPTACLE FORERVFILLUNEXCAVATED FUTUREFAMILY RMWPSWSREVISED: 5/3/2023- UPDATED TO FINISHEDLOWER LEVEL- ADD WATER SOFTENER