929 HOYT AVE 2016 Plans 2022-11-02

--___� �� C__-= � BO�OM 2x12 RIM JOIST PLATE � PROVIDE INSULATION---___ o PT 2x6 SILL PLATE W/ 5/8" dia. x10" I i Roof Sheathing—� Q � ANCHOR BOLT. EMBED MIN 7" INTO R'30 CONC. & WITHIN 12" OR SILL ENDS U � Roof Sheathing �_Min. (2)16d Nails � W/ 3"x3"x1/4" STL WASHERS Face nailed per kicker ,� SPACING PER PLAN _ (2)#4 TO & BOTT (3) 16d Toenail Rafter to �, oc m 2 2x6 Over-Framin � w- Cont. Plate �. 2x4 Kicker at 48" O.C. - FREE DRAINING BACKFILL:� _ —, a � 8d at 6" O.C� 2X6 Rafters at 24" O.C. max each way � MIN 12"THK. 1/2"- 1-1/2" � —!—� ` _ �� z —I I1=1I1-1)I � #4 @ 48 oc EW 2- 16d toe-nailed UNIFORM SIZED GRAVEL. ` � Cont. Roof Shtg � T 1=1I1=1I1=I I I,I 6�� ° , 3„ at Base into Top � _ NO FINE ALLOWED =�1I I— I I �° , Chord of Truss. Roof Sheathing � � � �_��— ? ° � 4" PERFORATED FOOTING = aq� P�' 3��°< 9 � 6 MIL. BLACK POLY VB- � L DRAIN W/ MIRAFI 140NSL � ;oe�1�°. ° , ° ° ° OVERLAP 12", TAPE �I W � a a� � rd FILTER FABRIC OR EQ. °?` ° , SEAMS, CONT. UP WALL Top Chord of Truss WRAP TO SURROUND WASHED �2�� ftg (2) 16d at Intersection of � '� COARSE GRAVEL (AROUND DRAIN (2)#4 BARS CONT. valley piate &truss below � SIDE VIEW @ 18" HEIGHT) ENTIRE FOOTING. Roof Fram'g @ 24" O.C. ALL REINFORCEMENT MUST BE TIED INTO 3 MIN. ABOVE BOTT PLACE FOR FOUNDATION INSPECTION OF FTG � � . F�UNDATION WALL DETAIL OVERFRAMING-VALLEY p 1 2 j � U "�' w � ROOF CONSTRUCTION - � W 30 YR. COMPOSITION ROOFING J � O/ 15# BUILDWG FELT � 0/ 1/2"APA RATED PLYD SHTG. � � � EXTERIOR O/TRUSSES PER PLAN � � R49 BLOWN IN INSULATION � _ '- 6 MIL. VB, WARM SIDE w �1 l � � . ��1 ( , 1/2" GWB CEILING c=n � , _.. _.._--�..--_ _ COR-A-VENT IN-VENT � 24" BAFFLE. ALLOW FOR 1" UN ROOF INTAKE VENT INTERIOR O 2 � AIRSPACE. R49 �Per Detail 3/A-7 O R49 EXTEND 12"ABOVE INSULATION � 2x BIRD BLK'G W/2" SCREENED o � 1.Wood Studs-Nom 2x4 @ 16"oc, _ VENT HOLES 1/4" CORROSION :+J O Studs laterally-braced by wood structural panel sheathing RESISTANT METAL MESH COVERING T3 QJ N (Item 5).Walls effectively fire stopped at top and bottom � � � Roof eave fire-resistance of wall. Q Q � rating shall be permitted to DBL 2x6 PRE-FIN 26 GA. ' DBL 2X6 2.Gypsum Board-Any 5/8 in.thick UL Classified TOP PL METAL GUTTER � � Q TOP PL be reduced to 0 hours on Gypsum Board that is eligible for use in Design Nos. the underside of the eave L501,G512 or U305.Nom 5/8 in.thick,4 ft wide, O/ 1 x8 CEDAR FASCIA � o 'j applied vertically and nailed to studs and bearing •• O = . � provided no vent openings � plates 7"OC with 6d cement-coated nails, 1-7/8" 1 -6 o Q°� �' varies are Itlst8112d. long with 1/4 in.diam head. � �� OPTI ONAL CLOSED � � N � �' see Plan _ V E N T I L A T E D S O F F I T � � � i 3.Joints and Fastener Heads-Gypsum board joints CEDAR OR PI NE v � � covered w/tape&joint compound. Fastener heads W � covered with joint compound. o L,. W ~ W 1 �� 4. Batts and Blankets- Mineral fiber or glass fiber 00 R21 "U-' � �r' insulation,3-1/2"thick,pressure fit to fill wall cavities EXT ERIOR WALL- o � between studs and plates. Mineral fiber insulation to � r� thlS Sh221 be unfaced and fo have a min density of 3 pcf.Glass — SIDWG PER ELEV. n. fiber insulation to be faced with aluminum foil or kraft PT 2x6 SILL LATE W/ 1/2" dia. x10" O/ HOUSE WRAP (LAP paper and to have a min densiry of 0.9 pcf(min R-13 ANCHOR BO T. EMBED MIN 7" INTO WEATHERPROOF MEMBR. 4") thermal insulation rating). CONC. & WIT IN 12" OR SILL ENDS O/ 1/2° APA RATED PLYWD SHTG 5.Wood Structural Panel Sheathing- Min 7/16" W/ 3°x3"x1/4" TL WASHERS 0/2x6 STUDS @ 16" o� � 4 ftwide wood structural panels,min grade"C-D"or SPACING PE PL (W/ R21 BATT) � - "Sheathing". instailed with long dimension of sheet 1/2" GWB, PAINTED � � � (strength axis)or face grain of plywood parallel with ��n w � � or perpendicular to studs.Vertical joints centered on 0 z co •� studs. Horizontal joints backed with nom 2 x 4 wood 2X6 OttOCTl —� �.r� � 2x6 Bottom blocking.Attached to studs on exterior side of wall � �' N PLATE w/6d cement coated box nails spaced 6"OC at R30 PLAT 2x12 RIM JOIST m � � � � R30 perimeter of panels and 12"OC along interior studs. p N c.,� � FLOOR CONSTRlJCTION - � PROVIDE INSULATION "� ;� �e o � 6. Exterior Facing-Installed in accordance with the O/3/4�� T & G SUBFLR l� � � � � N 'v� manufacturer's installation instructions,either: GLUE AND SCREW � "l' o � � � � � �, C.Wood Structural Panel or Lap Siding—APA Rated � � EXISTING GRADE EXISTING GRADE g, pY p p O/2x12 FLR JSTS @ 16"oc � - °�- C� � � � Sidin Exterior, I wood,OSB or com osite anels � No Change � cf) � cn � � No Chat1 e with veneer faces and structural wood core, per PS 1 1/2" PART. BD, UNDERLAY REI NF. z w � � REI NF. g or APA Standard PRP-108, including textured,rough (WHERE APPLICABLE) Dtl. 1/A-8 nC Dtl. 1/A-8 � sawn,mediumdensityoverlay,brushed,grooved and � FREE DRAINING BACKFILL. Q � ' � lapsiding. 6 MIL. BLACK VAPOR BARRIE - � 80 �' MIN 12" THK. 1/2"- 1-1/2" o � H.Fiber-Cement Siding—Fiber-cement exterior sidings OVERLAP 12", TAPE SEAMS Z� ' �� UNI FORM SIZED GRAVEL. � � D' O �o� � including smooth and patterned panel or lap siding. CONT. UP WALL NO FI NE ALLOW ED DATE: 12" 12„ W� Dssign No. U356 4" PERFORATED FOOTING DRAIN �XUV- Fire Resistance Ratings -AiVSUUL 263 APPROVED VAPOR RETARDER W/ MIRAFI 140NSL FILTER FABRIC 6/27/2016 Bearing Wall Rating— 1 Hr WILL BE PROVIDED ON THE ALL REINFORCEMENT MUST OR EQ. see wall section, dtl 4 WARM SIDE OF INSULATION BE TIED INTO PLACE FOR WRAP TO SURROUND WASHED this sheet for Roof, Wal) and Floor PER WSEC 502.1.6.1, INCLUDING FOUNDATION INSPECTION COARSE GRAVEL (AROUND SCALE: construction notes not noted this detail AT RIM JOIST AREAS WITHIN DRAIN @ 18" HEIGHT) FLOOR ASSEMBLIES 1 HR V1/ALL DETAIL- UL De�igr� No. U356 4 TYF'ICAL WALL SECTION SHEET: 3 A— �