3525 LOMBARD AVE 2019 Plans 2025-03-27

REFER TO DETAILS FOR NOTES sppa um 1 z HOUR FIRE RATING FLOOR SEPERATION 3/47 APA T&G OSB OR PLYWD. CD INT. v s r/ EXT. GLUE NAIL r/ 10d 0 6'/o c. 12,16 EDGES & SOW RIDGING & 0 10'/ac. � REF: GAURORAIL DETAILS IN FIELD. FLOOR JOISTS PER PLAN THIS SHEET INSULATE TO R-30 V T&G WOOD H.10"G c APA RATED Sim at OTHER INSULATE TO R-30 m I CODE APPROVE EXT. FINISH L FLOOR JOISTS FLOOR JOISTS VAPOR BARRIER TO EXTEND PERK PLAN PER PLAN '� BETWEEN HOUSE AND LEDGER o o N� APPROVED 1 HR. FIRE SEPERATION FLOOR MIN. 3W APA(� 1 RATED OR PLYWOOD )f RESLUANT SPACER 0 16' O.C. _ w GUARDS PER IRC R312 SEE ADJACENT DTL FOR NOTES -rLt k o DECKING:�� 5/8' 'TYPE X G.W.B. I I 1=11 a WHERE > 30' ABOVE FLOOR OR GRADE LEVEL OEM 36' 5/8' "TYPE X' G.W.B. I-LI= ,n 36' MIN. HT. GUNMRNL IF > 30' ABV. GRADE ION. HEIGHT (AT OPEN SIDE OF STANtWAY 34' YIII�IUY p 2x4 TOP PL ON W PR. TR. R. HANDRAIL REND FOR 4 OR MORE RISERS. HEW MEASURED FROM NOSING:) SPACE PICKETS SO THAT � 2x8 JOISTS � GLASS (R15) MINERAL WOOL N51JI.AlION LAP SPLICES 48' 2x6 PLATE TO 3r-38' HEIGHT HAMORAIL 1Y-2'0 (NIP 4' SPHERE MAY NOT PASS THRU (4%' SPHERE AT OPEN — ———————— P.T. 4x4 RAIL POST WOOD CAP BE TIGHT FIT. (IF THERE ARE I I�I EXISITNG BASDMT CONTINUOUS FULL LENGTH OF STAIRS. SSE OF STAIR} TOP OF RAIL TO RESIST 200 I.B. LOAD IN 2x LEDGER W/ MTL 2x RIM JOIST 2x6 PR. TR. PL. TO BE 11GHT GRIPS, USE FIRE FOAM TO - FOUNDATION HALL ANY DIRECTION. PICKETS OR NFILL TO RESIST 50 LBS HANGER BRACKETS FlT. (IF THERE ARE GAPS, USE �I �L�o�K/�G !�T —ll- 31 1 2' MR SPACE IIWI APPLIED TO 1 SQ. FT. AREA (PER IBC 1607.&I� V00' LAGS 0 FIRE FOAM TO SEAL) I I�I� 12'ac. INTO HOUSE Y AIR SPACE /VO7 lk PAL6 ;fLW tj Jr GYP. BD. f=_ RIM JOIST OR PER GRADE ,, INSULATE TO R-21 1 � 0 1Q' ENGINEER'S DETAIL INSULATE TO R-21 ' =f'ii�f W ' NO VAPOR BARRIiR III—I6 2x4 ILOCK PLACE 1 RAC( FROM � rd �.G` � Z. FRONT OF NOSING �cr I -11r _ ;Pff�[2� GAJ N o'T 1 x4 LATERAL.BRACING I � � G4L- 2x4 STUDS 0 24' YAx ac USE 0 UNDERSIDE OF JSTS. COLUMN PER PLAINS 2x4 STUDS 0 24' MAX. o.c. USE PR. ! 1? cn PR. TR. 2x6 STUDS NOT TD ° 4 1R. 2x6 STUDS 10 FT o.c. MAX FOR 1' =1 I- 22 feA Q TO 2 ! _ P.4SS 7i two4jj OP�lIAJu NOTE ALL WOOD PROVIDE KNEE MACES W=1 a �I EXCEED 1a FT ac. FOR FIRE STOP. III—I 0 EXPOSED TO WEATHER TO RESIST LAT. FORCES FIRE STOP. (2x6 TO BE TIGHT FIT OR I—III > (2x6 TO BE TIGHT AT OR USE Lac- 2x PI E& TRTO. TREADS r/ ANGLE TO LE PRESS. TRTD. OR IF COL EXCEEDS 4' HT. USE FIRE FOAM TO SEAL) � � � FIRE FOAM TO SEAT.) ll� BRACKETS TO PRES. TRTD. STRINGERS HAVE NATURAL " RESISTANCE TO DECAY 4 CONC. SLAB 0/6 MIL 11'," 1 2x6 PRESSURE I I k POLY BARRIER 0/POROUS DECK STAIR DETAIL `BADE � COL BASE FILL COMPTD. 10 95% MN. �:. 2x6 PR. TIR BASE PL SATED I� PLATE I I' `�' PER MFGR SPECS. 7 z C SCALE: >T=1'-0" CONCRETE FOOTING ' PER FOUNDATION PLAN .: 00 mo DECK WALKWAY DETAIL m WHEN APPLICABLE SC&L- V = 1'-CrLi o� N } PART. HT. BSM'T FURRING WALL FINISHED BASEMENT WALL < ms �p WHERE APPLICABLE SCALE N.T.S. MOWING 1 HR. FlRE SEPERATION SCALE N.T.S. BETWEEN FLOOR LEVELS I O EXIST 2x1O JOIST 2x BLOCKING BETWEEN JOISTS AS 1 NOTCHED OVER BEAMMN REQUIRED FOR HANGER ANCHORAGE 0 a Imo SPACER 0 16" O.C. SIMPSON WS28 HANGER Z 5/8" "TYPE X' G.W.B. UNDER NOTCHED 240 JOIST EACH SIDE OF 6x8 BEAM "a-r�a IOKST. 6x8 BE —� a F co 1hRAP BEAM W/ %' 'TYPE X' G.W.B. w �d°' a oxn � AT ANY EXPOSED AREAS p N a)GUARn POST�r'.10r� REVISED BEARING BEAM SECTION SCALE: x" = 1'--0" N G AT 1 HR. FLOOR SEPERATION i Ln In o W� c� SIMPSON DTT2Z DECK POST CONNECTOR U JOISTS i LL. O D✓ ALIGN GUARD �' DOORPOST 0 JOIST LOCATIONS d POST EXISTING CONCiIr IE w WALK AND STOOP Q N RIM JOIST RIM JOIST FINISHED GRADE O 3 SIMPSON DTT2Z DECK( MAIN LEVEL POST CONNECTOR m F GUARD POST TO RIM JOIST DETAIL CIL o < Go PAN VIEWS �'-o' ATo o sTo OP W c) N W DaSSTING CONCRETE p z RETAINING WALL __j N In Ln FINISHED GRADE o LOWER LEVEL Q U FOOTINGS PER KIM WALK DECK & STAIR ELEVATION SCALE' X s 1.-Ir 3 o4- CITY OF EVERETT 5 REVIEWED FOR PERMIT