7004 COLBY AVE 2023 Plans 2025-04-07

CAENE1ZAL NOTES (RSV 02-13-2022) F- ALL CONSTR(ACTION MLAST COM-?LV WIT+4 2015 I13C, 2-013 17-C, -AN P 2018 WSEC, E LOB, U , :E7G.* V 7-00-F LIVE LOA-P - 25 • -P-00-F TOTAL LOA 17 - 40 T LOOR LIVIE LOB P - 40 -FLOOR TOTAL LO-}17 - 50 'U) JOISTS - p-F #2 / m-F6 HOISTS STLA PS - #F ST(A 19 O T-AFTERS — 44-f #2 Q Co CONCRETE - 2500 :psl C? S-EISMIC BONE - I-7 z C'4 WIN-p STEEP - 55 � Ln EXTOSLARE - 13 Ln FROST ►�:E-PT4 - 24" s N SOIL 13�-AT-I N CI — 1500 psf flPER 6a6 NTING VRvAA�1 RAFTERS AND TRUSSSES DOU•6LE TOP PLATE �N PER PLAN OR TRUSS MFG WIT} SPLICES OVER STUDS MIN 24"SPflCING OF SPLICES * LASE E N GI N E�R�S P:EsIG N S-P�CS A N 17 NflILING PER TA-DLER602.2(1) LINE512 d 13 3A ILEP "R T OS-D NAILED Sd AT 6°O.G.EDGE VAULTED(R}iF-fER)GEILIN(,� AND 12"O.G.FIELD* TO}AVER-35 DATTS CONNECTIONS VV44:EN PIFFERENT CEILING TO}LAVER-4q i�EADERPERPL{4N })URRICANE CLIP BLOWN IN INSULATION AT EAG�RAFTER 7-507 SNEAT{IING SIDING TOENAIL(3)1(a4 BOX •T M5 OR 104 COMMON DECK WALL EAC4 TRUSS UR RAFTER TO PLATE LED RIM STUD FLflS}{ING R602•F•5 (2)ON ONE SIDE AND JOIST JACK AND (1)ON OPPOSITE SIDE KING STUDS JOIST FLOUR DECK }LEADER PER PLAN JOIST JOIST 3/5"-1/2°WALL OSB O. AT O.C.ED INSULATED WALLS T08E NAILED GE 2X(o f)F#2 AT 14 0"O.0 flND 12"O.G.FIELD WIT{}R-21 BflTTS tF PTD2X0 O ALL CONNECTIONS PERTt18LER(o02.3(1) ALL CONNECTIONS PER7A-DLER602.3(1) DTT2 WIT{ T•�{'RU DTf2 WIT} T}ERU LA ROD AT EA CA END ROD AT EACH{LAEND OF DECK LEDGER OF PECK LEDGER LA R507 LUS}LANCERS SHALL 0 DTT2 FROM FLOUR JOIST NOT OVERLAP-DOLTS FPLTE PLYWOOD FLOOR DIAP}IRAGM TO DECK JOIST AT EACH END CONTINUOUS 1-1/4"-2" GLUED AND NAILED WIT}{1-1/2" OF LEDGER DIAMETER 44ANVRAIL RING OR SCREW S}ANY MIN 'PLA E O O.C.SOLE PLYWOOD FLOOR EP WI RAGM SEE DE7flIL D3 ABOVE o 0 0 0 0 o REQUIRED ON AT LEAST ONE 16d AT 16"O.G SOLE 12.5 qa(O.DGq°)5}{ANK VIA. PLATE TO JOISTS UR GLUED AND NAILED WIT}I 1 1/2" SIDE AND TO'DE BETWEEN 34' PLATE TO JOISTS OR $LOCKING* RING OR SCREW 5}{flNK MIN 0 o O O o o BLOCKING` -END NAIL(2)1W 12.5 a(O.0, S}{ANKDIA• AND 38"VERTICALLY ABOVE / DOUBLEJOIST -END NAIL(2)16d 9 TREADS SOLEPLATE O R507.2.1 LSC CONNECTOR AT TOP OF SOLE c44 ST TO EACH STUD PT MIN 2)2�LEDGER BOLTED 70RIM WIT}I 1/2"LAG BOLTS STAGGERED OR EQUAL STflIRS TO EAGFI STUD* 18"D.G.AND MIN 2"FROM TOP,MIN 3/4°FROM -DOTTOM,MAX SPACING VERTICALLY 5.5"for 2x0-(v.5"for 2x1D AND MIN 2"FROM END z R312.3 LU LU DTT2 "� PASS T OUG4-IRAIL RIM JOIST TOE NAILED } MflX TD TOP PLATE WIT}I R302 FLOUR JOISTS 0d AT V D.C.* O SOFFIT BOARD PER'PLAN FLOUR JOISTS PER'PLAN 2X4 TOP MIN 1/2°GWID 3 x PARALLEL RAIL W/ UNDER ST{tIRS S+{EAR WALL S4IEAT4IING Y -� LAYOUT ERCF O m LAPSRIM JOIST 2x12 STRINGER R 36$flTTS 'DOT$LE 70P PLATE wIT}}2x4 SPACER * UR(3)1Gd TOE NAIL* PICKET WIT (2)16d ENV NAIL UU PERPENDICULAR � DOUBLE TOP PLflTE WIT{}(2)1(od TO EACH STUD LAYOUT 7311•7•5 UR MUD SILL WIT44(3)$d TOENAILED EAGFI JOIST 4X4 POSTS RISER S}{ALL'BE NO MURE T+IAN�.�5' X TO-DE MAX -TREAD S44ALL BE NO LESS T44AN 10" < ALL CONNECTIONS PERT{}$LERCv02.3(1) ALL CONNECTIONS PER TA•BLER(v02.3(1) w (d-0"O.C. -GREATESTRISER UR TREAD 54IflLL NOT EXCEED T}IE SMALLE57 BY MORE 7{�{hN 3/0° 2X2PIGKE7S WIT}{(2) 1/4"X3"LAG BOLTS LA -PECKPETAILS 1'ER"R50-7 TV`PIC{�L ST-ArRS 1_2TV1>ICAL CANTILEVER WALLS TO FLOOR O v TABLERG02.3.1 INSULATED WALLS TO$E FA WALL* WOOD CONNECTIONS PER7SEE DETflIL D2 FURRAIL AND LEDGER CONNECTION DET{1IL$ 6d a7 Co°O.C,FROM SOLITJ PLYWOOD FLOURDIAP})RflGW1 FTABLE 602.3.1 2X6++F#2 flT 1(0°O.0 .1 R31�TREATED SILL PLATE R40311BLOCKING TO BEflM GLUED flND NAILED WIT}}1 1/2" TOENAIL(3)0d EAGFI WI7}IR-21 BATTS o.4 BAR VERTICAL MIN(1)No,48flR VERTICALTOE NAIL EAG�{END 70 RING OR SCREW SNflNK MIN JOI57 TO SILL* E T}IflN 4$"D.G. TflBLER403.1•G.1 NOT MORE T}{flN 46"O.C. FLASHING JOIST WIT}}(2)ad 12.5 9a(D.Ogq°)S}IAN K DIA. -1(od AT 1(v"O,C.SOLE EXTENDED TO WIT$OTTOM 1/2"ANC44UR-DOLT F"INTO EXTENDED TO WIT BOTTOM R31�TREATED SILL PLATE MAX 72" PT 2X8 JOISTS PLATE TO JOISTS UR OF FOOTIN(� WIT{ CONCRETE MAX�2"O.G.* OF FOOTING,WIT}} SEEDETAIL 'BAGKSPAN A71(r"O,G, * STAND9RD4400KEXTENDIN6 STANDARD}{ODYEXTENDING D3 A'DOVE BLOCKING PLYWOOD FLOUR DIflP}�RAGM MIN 14"INTO STEM WALL. MIN 14"INTO STEM WALL. TA$LER403.14.1 -END NAIL(2)16d GLUED flND NAILED WIT}{1-1/ NOT FEWERT44AN(1)#48AR NOT FEWER-T{{AN(1 #4'54R 1/2"ANC4{OR-DOLT 7"INTO LUS{}ANGER EAC{{ MAX 24"CANT FLOUR JOISTS SOLE PLATE 2°RING OR SCREW S4ANK MIN }IURIZONTAL WIT}{12"OF }{ORI�.ONTAL WIT412"OF CONCRETE MAX 72"D.C. PER PLAN WIT}{ TO EAC}{STUD* 12.5 ga( NCT')SON K DIA• IF JOIST TO LEDGER FOR JOISTS R 3a BAT75 TOP OF STEM WALL AND(1) R5D6 TOP OF STEM WALL AND 0) #4-�OPSEONTAL 3-4"FROM 4"CONCRETE SLAB #4.ORILONTAL 3-4"FRO B _' OTTOM OF FOOTING -DOTTOM OF FOOTING U �. : WALL Tw AC GAP PT 4X1D WIT}{ 4X10 DF#2$EOM U.N.O. 2x4 GUSSET EACFI SIDE OF �l', t�7: ."Y`.'y?='_: COURSE AND �,�J 6 -1(,"MAX WALL}{T WIT}} (OR EQUAL) :i �_K.-.¢lr;;':.-r... (�mmVflPOR ��—/� TNBALflN CEP BAGKFILLNOT MAX 12°CANT POST N{iILED WIT} (3)1 Dd R31�.1 (5) "t :;: '^' - OVERPOSTS TO EAC 4 MEM$ER WOOD FRAMING TO 8E RETARDER TO EXCEED 45" PT 4X4 POST UR POST TO PAD CONNECTION; MIN(o"ABOVE (vx61F OVER af+ fl23 WIT}}1.5"X3" LAG'DOLTS R317 TREATED SILL PLATE GRADE BETWEEN BASE -(1)#4}(ORI7.ONTAL IN UPPER 12" ANDRAMSET NAILS TO PAD R317 n UR 2"fl-DOVE CONCRETE .s AND SLAB '• '�'y'. -V UNDER 54"UR-DY TALE PT 4X4 POSTS UR 4x6 TYPIAL SLR-D FLOUR JOISTS PER - ''.; R404.1.2(2),07}}ERwISE 7.5" AB ANCOR -r `� ".' •. 'PLAN WIT}{R_38 BATTS -' (OR EQUfl ) fl SPLIT IN BEAMS AND BASE =Z: 'h r `i i�aiAir "� R405 u wSEGR4D2.1.1 VRAINACA VAPURBARPIER "(�dJ �fl �� lVII 1 WSEC TflBLE 402.4.1.1 "�� RIGIDR10INSULflTIDN SYSTEM `� -��.�:.A' '•: PROTECT'BOTTOM TYPICAL FOUNDATION DRAINAGE '•!• OF POSTS WI7�{ CLASS I BLACK VflPOR ~`' WALL,4ND FOOTING* SYSTEM "a�j EXTEND DOWN MIN 24" g01b FELT -DARPSER T D .: OUT CRAWL SY�gC .'!:` a OR TO FROST LINE 09-23-2022 • ',>�• WI7}I TAPED OVERLAP MIN 24"FMr ��:` ' R403.1.4 AT JOINTS t , a +�;:% FrG MIN 12"BELOW UNDISTURBED SOIL OR ? ..`' •`d:' FOOTING* FOOTING* REVISED BOTTOM O ;.;,`.•• :';;:: FROST LINE(W}{IGNEVE .IS DEEPER) i " " '' SIDE PER Tfl$LER403.1(1) SI�E'PE-T{tBLER403.1(1) -DE$FLOW R403.1.4 FTG MIN 12"-DELOW UNDISTURBED SOIL OR FROST LINE R403.1.4 FTG MIN 12"$FLOW UNDISTURBED SOIL OR FROST LINE 03-12-2023 i 10 (W}IIG}IEVE-IS DEEPER) (W}{IC}{EVER IS DEEPER) INTERIOR 13EARINCI LA TV'PICAL 10X$ •DECK p-q IN CRAWL STACE p-3 FLOOR AN-D WALL -AT GIARAGIE 0-2 'FO(AN-DATION WIT44 SLA-5 FLOOR TOUN-PATION WIT44 CRAWL -STDjc-E