2105 GRAND AVE 2017 Plans 2022-11-04

G�NERAL NOT'�S (REV 07-01-2016) ALL CONSTRUCTION MUST COMPLY WITH 2015 IBC, 2015 IRC, AND 2015 WSEC. o � V [V � � 01 L�ADS, GRADES, ETC.�` .� � � O ROOF LIVE LOAD - 25 � � � N R C?O F T O T A L L O A D - 4 0 v � v '� FLOOR LIVE LQAD - 40 � N � � FLOOR T OT AL L OAD - 5 0 '� N � JOISTS - DF #�2 / MFG I-JOISTS � `� a STUDS - HF STUD RAFTERS - HF #2 CONCRETE - 2500 psl SEISMIC ZONE - D WIND SPEED - 85 EXPOSURE - B FROST DEPTH - 24° SOIL BEARING - 1500 psf �TTic vENTiNc PER R806 RAFTERS AND 7'RUSSSES * USE ENGINEER'S DESIGN SPECS AND 3is��- iiz��xooF osB p�R Pr�N oxTxuss MFG � CONNECTIONS WHEN DIFFERENT rra1LED sa a�r 6°O.C.EDGE � AND 12"O.C.FIELD* VAULTED(RAFTER)CEILING � TO HAVE R-38 BATTS � •� . � � �� CEILING TO HAVE R-49 � HURRICANE CLIP BLOWN IN INSULATION � R507 SHEATHING SIDING AT EACH RAFTER � PT 2x8 WALL ` � — � TOENAIL(3) 16d BOX p�l aA DECK RIM FLASHING LEDGER �STUD � OR lOd COMMON �i JOIST � �EACH TRUSS OR �� Rt1FTER TO PLATE" ' � � • DECK FLOOR � DECK HEADER PER PLAN � � JOIST JOIST � JOIST 3/8"- i/2"WALL OSB E� �� NAILED 8d AT 6"O.C.EDGE INSULATED WALLS T'O BE ,� �\ AND 12"O.C.FIELD* 2x6 HF#2 AT 16"O.0 �q � .� R507 WITH R-21 BATTS �/ � PT 2x8 ALL CONNECTIONS PER TABLE R602.3 1 � � � R507 R5D7 � DTT2 WITH THRU DTT2 WITH THRU � D3 �OD AT EACH END ROD AT EACH END �-1 TRUSS OR RAFTER OF DECK LEDGER OF DECK L�DGER R507 LUS HANGERS SHALL DTT2 FRQM FLOOR NOT OVERLAP BOLTS R311.7.8 PLYWOOD FLOOR DIAPHRAGM . JOIST TO DECK JOIST AT CONTINUOUS 1-1/4"-2" GLUED AND NAILED WITH 1-1lZ" -16d AT 16"O.C.SOLE PLYWQOD FLOOR DIAPHRAGM EACH END OF LEDGER o � � o 0 o DIAMETER HANDRAIL -16d AT 16"O.C.SOLE RING OR SCREW SHANK MIN p�pTE TO TOISTS OR GLUED AND NAILED WITH 1-1/2" SEE DETAIL D3 ABOVE lo 0 0 0 �o o REQUIRED ON AT LEASZ' PLATE TO JOISTS OR 12.5 ga(0.099")SHANK DIA. BLOCKING* RING OR SCREW SHANK NTIN R507.2.1 ONE SIDE AND TO BE � DOUBLE JOIST BLOCKING* -END NAIL(2) 16d 12S ga(0.099")SHANK DIA. BETWEEN 34"AND 38" LSC CONNECTOR AT TOP OF -END NAIL(2) 16d SOLE PLATE PT 2x8 LEDGER BOLTED TO RIM WITH 1/2"LAG BOLTS STAGGERED VERTICALLY ABOV� OR EQUAL STAIRS SOLE PLATE TO EACH STUD* —\ 18"O.C.AND NIIN 2"FROM TQP>MIN 3/4"FROVT BOTTONI,5°MAX TREADS TO EACH STUD` SPACING VERTICALLY AND MIN 2"FROUI END � R312.3 DTT2 1'-6"�` 4"SPHERE MAY NOT � �M�{ PASS THOUGH R�IL RIM JOIST TOE NAILED � � FLOOR JOISTS d AT 6'p�TE WITH -�__ FLOOR JOISTS PER PLAN R302.7 SOFFIT BOARD—\ PER PLAN � 2x4 TOP MIN 1/2"GWB �O � PARALLEL RAIL W/ � UNDER STAIRS ' SHEAR WALL � '-' LAYOUT 16d TO M 2x12 STRINGER R-30 BATTS SHE�THING LAPS DOUBLE TOP PLATE � I � RIM JOIST' WITH(2) 16d TO • EACH WITH 2x�4 SPACER DOUBLE TOP PLATE WITH(2) 16d TO EACH STUD' � � PERPENDICULAR PICKET � OR MUD SILL WITH(3)8d TOENAILED EACH JOIST` EACH STUD* C� LAYOUT R311.7.5 � TO BE MAX -RISER SHALL BE NO MORE THAN 7.75" � 6'-0"O.C. ° ° � -T'READ SHALL BE NO NIORE THAN 10" ALL CONNECTIONS PER TABLE R602.3 1 ALL CONNECTIONS PER fABLE R602.3(1) � 0 0 0 -GREATEST RISER OR TREAD SHALL NOT � r.r., EXCEED THE SMALLEST BY MORE THAN 3J8" h�i 2X2 PICKETS WITH(2) �� i/4"x3"LAG BOLTS D2 DECK DETAILS PER R507 1-3 TYPICAL STAIRS 1_� TYPICAL CANTILEVER 1_1 WALLS TO FLOOR � � � � � � � INSULATED�VALLS TO BE WALL* �r�L�,• R317 TREATED SILL PLATE �j � SEE DETAIL D2 FOR RAIL AND LEDGER CONNECTION DETAILS TABLE R602.3.1 PLYWOOD FLOOR DIAPHRAGM 2x6 HF#2 AT 16"O.0 R403.1.3.1 R317 TREATED SILL PLAT'E R403,1.3&R403.1,3.1 � M'm1 � s� Sd @ 6"O.C.FROM SOLID GLUED AND NAILED WITH 1-1/2" TABLE 602.3.1 WITH R-21 BATTS MIN(1)No.4 BAR NOT R4031.6.1 � MORE THAN 48"O.C. TABLE R403.1.61 MIN(1)No.4 BAR NOT � ' FLASHING � BLOCKING TO BEAM \ RING OR SCRE�V SHANK MIN -TOENAIL 3)8d EACH 1/2"CAST-IN-PLACE ' MAX 72" PT 2x8 JOISTS 1/Z"CAST-IN-PLACE MORE THAN 48"O.C. SEE DETAIL "�' 12.5 ga(OA99')SHANK DIA. JOIST TO SILL` THE VERICAL BAR ANCHOR BOLT 7" � BACKSPAN AT 16"O.C. -16d AT 16"O.C.SOLE PLYWOOD FLOOR ANCHOR BOLT 7"INTO THE VERICAL BA.R I INTO CONCRETE �T1 D3 ABOVE , SHALL EXTEND TO THE CONCRETE MAX 72"O.C.` SHALL EXTEND TO THE f-+ml FLOOR JOISTS P�`�'E TO JOISTS OR DIAPHRAGNI GLUED AND BOTTOM OF FOOTING, MAX 72"O.C.* � � LUS HANGER EACH MAX 24"CANT BLOCKING* NAILED WITH 1-1/2"RING R506.3 BOTTONI OF FOOTING, P�R PLAN WITH WI'I'H STANDARD HOOK JOIST TO LEDGER FOR JOISTS R-30 BATTS -END NAIL(2) 16d OR SCREW SHANK MIN E�TENDING MIN 14" 4 CONCREI'E SLAB XT N ING M N�4 OOK �� LL SOLE PLATE 12.5 ga(0.099")SHANK DIA. INTO STEM WALL. _•' R506.2 • ' AC CAP TO EACH STUD* .. INTO STEM WALL. I ' R404.1.4.2* LP� (OR EQUAL) PT 4x10 WITH 4x10 DF#2 BEAM UN.O, 2x4 GUSSET EACH SIDE OF iVIIN 4"BASE ` -96"MAX�VALL HT WITH � MAX 12"CANT POST NAILED WITH(3) lOd � -` COURSE AND '- UNBALANCED BACKFILL NOT I I I I I I I I 1 11 I I I I-1 I I-1 i i" PT4x4 POST OR OVERPOSTS TO EACH iViEMBER R403.1.3(W�LL)' I III 111=1(I 111 il1-111=6mm VAPOR ��-i11=111-111 � POST TO PAD CONNECTION: - - — '� TO EXGEED 48" 6x6IF OVER 14FT A23 WITH 1.5"x3"LAG BOLTS R317 TREATED SILL PLATE -(1)�4 HOR.IN II� ;, ��II III��III�I��II��III�i,ll�- RETARDER i��ll��lll��llll�� ' -(1)#4 HORIZONTAL IN UPPER 12" � AND RAMSET NAILS TO PAD R317 FLOOR JOISTS PER UPPER 12'_. � . 111=ftf-1l I-il I��! BETWEEN R405 'll-II I III-il d:: -6°UNDER 54"OR BY TABLE AB ANCHOR �,/ PT 4x4 POSTS OR 4x6 TYPIAL SLAB � 1=111-11�-ill 1=11I-II I-! =111_I I1=1II_" PLAN WITH R-30 BATTS -il I-I11=111-i II1=11I-I I I- BASE AND DRAINAGE I I!-II I-I -� R4041.2(2),OTHERWISE 7.5" OR E UAL ��''-�� \� `I AT SPLIT IN BEAMS AND BASE ; ��; 1=111�'I I1=111 1=111-II I-!"� � 111=� � Q ) � � `� R405 -III III-q„�� III-II�-��' S�B SYSTEM - rr rr�I rrr-i� ;111=i ; j` � �i�=��=��= II II! III-Ifi-Iil-II' DRAINAGE '�=11 � � IIi-111-WSEC R402.1.1 : ��j� VAPORBARRIER ��=1I I a ;1�-1I 1=i i i-„. � I i W SEC TABLE 402.4.1.1 =1I I-1I I_I I�-I I 1=1Ti 'i �° • I-1I -I' MIN 18"xl8"OR 18" 1=1 ' I11-ill-IT-11 i- . PROTECT BOTTOM i 1-111 ::� 11=111.=111-111=111=11 � TYPIAL FOUNDATION SY - dl l.=RIGID R10 INSULATION ��Ct � -�I' -I!I . I-111-I11-111-111-1i Iil- ��_��_ii� ��II:CLASS I BLACK VAPOR ;��_ ____ ; WALL AND FOOTING* EXTEND DOWN MIN 24" STEN1 • a ' � ROUNB FOOTING. �_� Flil-111=111-III-111=1i OF POSTS WITH --_ _ I��III�II�I�IIi��ll FOOTING' � � I' FOOTING` ° . BOTTOM OF iII �=111=1I1=111-I11=11I- 901b FELT BARRIER THROUGH- 'I1=11I_II I-III • , rr-rrrr�— R403.11 I-1 I I i i I I-I I I-I f 1=1I I-i I L rr� � R403.1.1 v OR TO FROST LINE FOOTING TO BE MIN-I I I '(!-II I-I I I-I I I-I I I-I I1= R403.1,4 OUT CRA�VL SPACE -111=111=11 I I I I I i-I I MIN bx12(1 STORY)6x16(2 STORY)6x19(3 STORY)CONC.FTG. �l-3�-2Q�7 . � I I- - - i WITH TAPED OVERLAP � - �- = MIN 6x1 STORY)6x15(2 STORY)6x23(3 S'PORY)CONC.FTG. R403.1.3 12"BELOW GRADE. ��t ' II-11-111-III-111-1 FfG M N 12"BELOW UNDISTURBED SOIL ��III��IIIII III II� .p a; ill��lll R403.1.3Z�1 I-�I!=f 11-I I I-I I I-I�' I AT OINTS ��i I I I�I I f_ �_� _ rr��_�I (1)WTTH No 4.GONTINUOUS MIN 3"-4"FROM BOTTOM OF F'TG "'�-1I I�I11--1I I�I ; ;', :'"''e.::••,.' II1=1I f=I I1=1I G" OR FROST LINE(WHICHEVER IS DEEPER) J -�- �� ,,,- (1)WITH No 4.CONTINUOUS b1IN 3"-4"FROM BOTTOM OF FTG REVISED ��-��-��=iTl-1 i I�I I1=1Ti�„;I I1-1I1="" R403.1.4 FTG MIN 12"BELOW UNDISI'URBED SOIL OR FROST LINE 07-O7-ZO 17 FTG b1IN 12"BELOW UNDISTURBED SOIL OR FROST LINE (WHICHEVER IS DEEPER) (WHICHEVER IS DEEPER) Dl TYPICAL 10x8 DECK 0-4 INTERIOR BEARING IN CRAWL SPACE 0-3 FLOOR AND WALL AT GARAGE 0-2 FOUNDATION WITH SLAB FLOOR 0-1 FOUNDATION WITH CRAWL SPACE