10829 1ST AVE SE 2017 Plans 2022-11-10

� BARRIER ON 2'PLYWOOD SHEATHING ON 2x6 HEM-FIR N0.2 WOOD STUDS AT 16 4B � 2 x 10 HEM-FIR N0.2 RIM JOIST. 8B BASE"BOARD":OWNER'S OPTION. � � ' 3G INCHES ON CENTER WITH R-21 BATT INSULATION AND�°GYPSUM WALLBOARD ON � � $E _ 2 4C 2 x 6 HEM-FIR N0.2 SOLE PLATE. $C �"GYUPSUM WALLBOARD CEILING. �"� c� �,-6„ 6„ o INTERIOR FACE. 2 � � o � 8F 1 B TYPICAL NEW FLOOR: FINISH FLOORING ON 4"PLYWOOD SUBFLOORING ON 2x10 4D DOUBLE 2 x 6 HEM-FIR N0.2 TOP PLATE. 8D MOISTURE RESISTANT 2'GYUPSUM WALLBOARD OPTIONAL. � N .� r i N HEM-FIR N0.2 WOOD JOISTS AT 24 INCHES ON CENTER WITH R-38 BATT INSULATION. 4E 2 x 4 EAVE FASCIA. U o � y' I 8E WOOD NOSING. L � � � � �� 4� � 1C EXTERIOR WALL IN AREA OF ALTERATION: NEW SIDING TO MATCH EXISTING ON NEW 4F 1 x 6 FINISHED FASCIA. 8F 1-1l2"WOOD HANDRAIL SET 1-1/2"AWAY FROM WALL. RETURN ENDS TOWARDS WALL. � o � 3H • N CONTINUOUS AIR BARRIER ON EXISTING '-"PLYWOOD SHEATHING ON EXISTING 2x4 N � �1 � gH WOOD STUDS AT 16 INCHES ON CENTER WITH R-13 BATT INSULATION.NEW 2 INCH 4G 2 x VENTED BIRD BLOCKING, g� HANDRAIL BRACKETS.PROVIDE SOLID WOOD BLOCKING FOR ATTACHMENT. i �'� : L L 31 a:. \��\��\�� = WOOD FURRING AT 24 INCHES ON CENTER WITH NEW R-10 RIGID INSULATION AND 4H PRE-ENGINEERED WOOD TRUSSES AT 24 INCHES ON CENTER. gH WOOD RISER:OWNER'S OPTION. � � o z : , \//\\\/\\// ( I�( ( I I — _� — N E W 2 G Y P S U M W A L L B O A R D O N I N 7 E R I O R F A C E. 4 1 2 x 4 P R E S S U R E T R E A T E D S L E E P E R S L A I D F L A T A T 2 4 I N C H E S O N C E N T E R. � �, � -- _ o . '. � � _ 2� � � 1 D TYPICAL NEW GARAGE WALL SIDING TO MATCH HOUSE ON CONTINUOUS AIR 4J 2 x 8 HEM-FIR N0.2 JOISTS AT 241NCHES ON CENTER. G E N E RA L N OT E S � z3 ^ 2A � BARRIER ON 2 PLYWOOD SHEATHING ON 2x4 HEM-FIR N0.2 WOOD STUDS AT 16 4K 1-1/8'PLYWOOD SUBFLOORING. � � � ' � �d \%�\� I I=I I I=I t ; :, . INCHES ON CENTER AND Z'GYPSUM WALLBOARD{OPTIONAL)ON INTERIOR FACE. _ 1 THIS DRAWING PORTRAYS BUILDING ELEMENTS IN DIAGRAMMATIC FASHION AND IS NOT TO � ' � \� =I ( I=I I ( � � INSULATION IN WALL CAVITIES OPTIONAL. 4L 2 x 4 HEM FIR N0.2 BLOCKING AT 481NCHES ON CENTER. BE A PICTORIAL REPRESENTATION OF BUILDING ELEMENTS. �`' � � ' � dD � ��p = = 2C �° 3A 4M 2 x 4 HEM-FIR N0.2 SOLE PLATE. 2 EXISTING AREAS SHOWN IN THIS DRAWING ARE UNALTERED AND SHALL NOT BE � -' 1 E TYPICAL INTERIOR WALL:2x4 HEM-FIR N0.2 WOOD STUDS AT 16 INCHES ON CENTER �, I I I I (— I I a � . � ° � 4N DOUBLE 2 x 4 HEM-FIR N0.2 TOP PLATE. CONSIDERED AS NEW,ADDED OR ALTERED SPACES UNLESS INDICATED. `� � =) I I=I I I—) I I—� I I—I I I=I I I= =I I I=I I (=) I I=I � � Q ' � D ' WITH 2"GYPSUM WALLBOARD EACH FACE, 3 EXISTING ELEMENTS ARE INDICATED BY NOTATION. •� �' �� —I I = I �=) I I=I ( I=I I I � 5X: EXISTING WOOD FRAMWG - T � 3J — — — — , = — — — a� r 2X: EARTHWORK oo �� I I I=I I I=I I I= ( I I I I=I I=I I (___= 3A � ' 0 3 2A 20 MIL CRAWL SPACE VAPOR BARRIER. LAP EDGES 12 INCHES MINIMUM. SECURE WITH 5A PRESSURE TREATED SILL PLATE. z � I I=I I I=I I I=fI I I= I I=I I I=1 I i I I I=I I I=I I=I I I I I=I I I=I I I=I I I�I i i . � � . CONTINUOUS MOISTURE RESISTANT TAPE. � o � I I —) I I— I i— �I I—I I (—I I I—I I—I I —I .� � . � 5B 2 x 6 HEM-FIR N0.2 SOLE PLATE. SYM BOLS LE�►7 E N D � I I I I I I—I I I—I I I—I I—I I —I I I—I �I I =1 I 1=1 1=1 I 1=1 I I— -- — - - — � �- 2B CONTINUOUS FOUNDATION DRAINAGE SYSTEM WITH FILTER FABRIC FACING. 5C DOUBLE 2 x 6 HEM-FIR N0.2 TOP PLATE. � I=I I I=I I I=I I I=I I I=i I I=I I I i I I=I I =I I I=I I I l I=I I I=I I I=I I I=I I I=i I I=I I I I i I=I I I I I=I -I I I=I I I=I = _ = EXISTING UNDISTURBED�RTH � — — — — - - — - - r I ` 2C CONTINUOUS 4 INCH MINIMUM DIAMETER PERFORATED FOUNDATION DRAIN: 5� 2 x 4 EAVE FASCIA. I I I—I I=I I I ��I—� � �=f�(=��I=�I=I � �_ (_� I 1=�__� I I=I � �_�I 5E 1 x 6 FINISHED FASCIA. I—I I I—I I—I I —I I I—I i I—I I I I I—I I i—I I I=I I I!I I I=I I I=I 3X:CONCRETE COMPON�NTS � � � NEW G�,NU�R gACKFILL �2�� I I (=) I I=) I= I I=I I I=I_=I I=I I �=) =I I I=I I I= I I=I I I�i 3A CONCRETE FOUNDATION: FOOTING AND STEM WALL SEE DETAIL A/A3.2. 6X: ROOF COMPONENTS \��\��\�� —I I (—I ( I—I I I=I I —I ( (—I I I I—I ( I—I I I=I I I—) I I— I=J 3B EXISTING CONCRETE SLAB-ON-GRADE. 6A METAL ROOF TO MATCH EXISTING ON ASPHALTIC BUILDING PAPER ON Z"PLYWOOD \\/�\�j�\\/�\ SEE SECTION D/A3.2 SEE SECTION C/A3.2 sc EXISTING CONCRETE FOUNDATION: FOOTING AND STEM WALL. ROOF DECKING. ..�� , a ,, CONCRETE FOUNDATIONS AND SLABS �',• 3D NEW 4 INCH CONCRETE SLAB-ON-GRADE WITH 6 x 6 W1.4 x W1.4 WELDED WIRE FABRIC. 6B CONTINUOUS GUTTER TO MATCH EXISTWG. � - , �j�"'- 3E 4 INCHES OF PEA GRAVEL, 7X:THERMAL COMPONENTS � �a! �+� � � 3F 20 MIL VAPOR BARRIER. LAP EDGES 12 INCHES MINIMUM. 7A R-49 BATf INSULATION. � } , �(,ys 3G 2"DIAMETER ANCHOR BOLTS AT 72-INGkI�S-ON�CENTER-�IND-WITMIN�12-fN�HES�OF• 76 INSULATION BAFFLE TO MAWTAIN 2 INCH MINIMUM AIR WAY. � ) ' it �� s� �� CORNERS AND'END-OFFOUNDAl'ION-WR��,EMBED 71NCHES MINIMUM. 7C 20 MIL VAPOR BARRIER OVER EXISTING SLAB. LAP EDGES 12 INCHES MINIMUM. �, l��„ '� �jt/��) �� 3H HORIZONTAL STEM WALL REINFORCEMENT:CONTWUOUS N0.4 STEEL BARS AT 10 TYPI CAL N EW FOU N DATI ON �� l�� {N" ,��' ,�S� WCHES ON CENTER. 7D NISULATIONGID INSULATION:NINE INCHES OF EXPANDED POLYSTYRENE STAI R SECTI ON �uy�Il� , � � , �1 1� r_i � 31 VERTICAL REINFORCEMENT: L-SHAPED N0.4 STEEL BARS AT 18 INCHES ON CENTER. A SCALE: 1"=1'-0" B SCALE:3/4"=1'-0" t � �. ALTERNATE DIRECTION OF SHORT LEG OF EACH L.MINIMUM 3 WCH COVER AT ENDS. � �� f �� `�� " 3J HOR�ZONTAL FOOTING REWFORCEMENT:TWO CONTINUOUS N0.4 STEEL BARS. �: �� 1��(�t aN � �'� � � . '�'' ' � °� L(,'� � 7A 4H 7B 4G 6A 7A 4H 76 4G 6A � 4H 4G 6A 7A 6A 4H 4L � 3 3 �. 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