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' GENERAL SPECIFf CATIONS: ~ a �
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<br /> CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS & BUILDING DIMENSIONS, dc �IALL � W� �-,�
<br /> � � REP�T ANY VARIATI�IS TO THE DESIC�IER FOR RESOLUTION PRIOR TO Q $� o�
<br /> C O N S T R U C T 1 0 N. W R I T T E N D I I�E N S I O N S S H A L L TAKE PRECEDENCE OVER SCALED. -� W� �M
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<br /> ' • CODES: 2015 INTERNA110NA1 RESIDENiIAL CODE (�RC), 2015 WASHINGTON STA1E ENERGY c� `n� ��,
<br /> PREFAB. ENGINEERED ROOF C�E WSEC), 2015 UNIFORM PLUMBING CODE (UPC), 2015 INTERNA110NA1 MECHANICAL o �o ��
<br /> TRUSSES 0 24" O.C. (U.N.O.) CODE �II�C), AND ALL OTHER APPIJCABLE C�ES. ,� �
<br /> ROOFING PER PLAN S�IRUCTURAL: m �,�
<br /> SEISMIC ZONE Dt/D2 PER FlG, R301.2(2) & ENGINEERING �,i ��
<br /> WIND BAFFLE W/ 1" MIN. AIR SPACE WIND (EXP. B) BASIC SPEED: 85 MPH PER FIG. R301.2(4) w �" "'
<br /> ,/ COMPONENT/CLADDING LOADS /TABLE R301.2(2) _ �� Z o�
<br /> SIMPSON H2.5A OR Ht EACN �
<br /> � t2 TRUSS TO TOP P L A T E S w ��„ N 3
<br /> N o � SEE TABLE R301.5 MINIMUt� UNIFORMLY DISTRIBUTED 11VE LOADS i-- �Z o
<br /> ^m �m PLAN 2x SCREENED VENT BIOCK LOADING �� DEAD TQTA � °�- ��
<br /> ROOF (GROUND SNOW) 25 PSF 10 PSF 35 PSF � � "''x
<br /> R-49 INSULATION 8d GALV. � 6" O.C. UNINHABITABLE ATi1CS — NO STORAGE 10 PSF 10 PSF 20 PSF � � �'w
<br /> DIAP . TO TOP PLS.) UNINHABITABLE ATTICS — LIMITED STORAGE 20 PSF 10 PSF 30 PSF
<br /> �" GWB OR SAG HABITABLE ATTICS dc ATfICS w/FlXED STAIRS 30 PSF 10 PSF 40 PSF
<br /> RESISTANT}�" GWB BALGONIES (EXTERIOR) AND DECKS 60 PSF 10 PSF 70 PSF
<br /> GUTfER FlRE ESCAPES 40 PSF o°o°
<br /> 2-2x6 TOP PLATES GUARDRAILS ANDRAILS 200 LBS AT TOP ANY DIRECTION
<br /> LAP SPLICES 48" P�R TYPICAL FASCIA GUARDRAILS IN—Flll 50 LBS APPLIED TO 1 SQ. Ff. o�
<br /> PASSENGER VEHICHLE 6ARA(�S 50 PSF IF ELEYATED 2,000 LB PT. � �
<br /> HEADER PER PLAN. USE 2" ROO�IS OTHER THAN SLEEPING ROOMS 40 PSF 10 PSF 50 PSF
<br /> FOAM BOARD W/ 4x HEADER SLEEPING ROOMS 30 PSF 10 PSF 40 PSF �s
<br /> R-21 INSUL STAIRS R 300 LB PT.�LOAD ON 4 SQ. N. �
<br /> �
<br /> }�" G.W.B. � ALL BEAbIS, GIRDERS, HEADERS, RAFTERS, dc JOISTS TO BE HEbi FlR N0. 2 OR '
<br /> ,�� � �' BETfER AS NOTED ON PLANS. GLUED WdINATED iIMBERS SHALL BE MANUFACTURED
<br /> `J�� v�J�,�i " 6c IDENi1FlED AS REQU�RED IN NTC A190.1 dc ASTM D3737.
<br /> 2x6 STUDS @ 16 O.C.
<br /> PLYH�OOD INDEX: CD. ROOF dc SUBFLOOR SHEATHING PER TABLE R503.2.1.1(i).
<br /> WALL SHEAIHING PER TABLE R602.3(3) dc R602.3(4). SHEATHING FASTENERS PER
<br /> TABLES R602.3(1) & (2).
<br /> STRUCTURAL MEMBER FASTENERS PER TABLE R6Q2.3(1). �
<br /> 2x6 BASE PL W/ l6d �16' o �,
<br /> Q.C. TO JST& 2 t6d EA STUD WOOD IN CONITACT WITH CONCREiE, NEAR GROUND, OR WOOD EXPOSED TO WEATHER TO
<br /> 3�'INTERtOR PLYWOOD BE PRESSURE TREAtED OR NAlURALLY DURABLE NlO�D PER R317. � �
<br /> 3�"PARTiCLE BOARD
<br /> �
<br /> FlNI�IED FLOOR C�ICRETE dc REBAR: N J N
<br /> REBAR TO BE 60 000 PSI — GRADE 60 ASTM A706. WALL REBAR SHALL BE PLACED NO z >' o
<br /> 2X12 HF 2 FLR JSTS `�""'(�����R-30 INSUL CLOSER TO THE OUTSIDE FACE THAN X� THE WALL THig(NESS. REBAR COVER PER ACI Q °Q vwi
<br /> TOp p�q� 318. FOOTINGS TO BEAR ON 1500 PSF MINIlAUM UNDISTURBED SOIL CON(�tETE TO BE o W
<br /> MINIMU�I f'c = 2500 PSI �28 DAYS (3,000 PSI FOR GARAGE/CARPORT SLABS, �
<br /> RESILIENT �• �W B 2x RIM JOIST W/ EXTERIOR PAT10 SLABS ON GRADE, & WEAIHER EXPOSED BASEti1fNT, FOUNDATION WALLS,
<br /> FURRlNG 3-16d EACH JQlST PORCHES, AND STEPS W/ 5%-7% AIR ENTRAINMENT). t�iNIIAUM DESIGN EQUIV. FLUIO
<br /> CHANNELS PRESSURE = 35 PCF OR PER SOILS ANALYSIS.
<br /> 2-2x6 TOP PLATES
<br /> lAP SPLICES 48`
<br /> HEADER PER PLAN. USE 2" �* �,W g USP SIRUCTURAL CONNECTORS Of EQUIVALENT STRENGTH MAY BE
<br /> FOAM BOARD W/ 4x HEADER SUBSTiTUTED FOR SIMPSON HOLDOV4NS, STRAPS, AND CONNECTORS �
<br /> —21 1NSUL
<br /> SIDING PER ELEVA110N Q/ TYPE 15 � (�J
<br /> FELT OR WATERPROOF BUIlDING PAPER � �
<br /> ����'' � � `�' T-1-11 PLYWD OR J�1` CDX PLYWOOQ c, GA FILE N0. FC 5120 z a oNo �
<br /> SHTG OR �6" O.S.B. NAIL Sd 6" O.C. EDt�, W O O D J O I S T S, G Y P S U M WALL80ARD, GLASS FlBER �—°' �
<br /> 12' O.G. FlELD OR PER ENGINEER'S S.W. 1 HOUR FIRE � w Q o
<br /> SCHEDU�E. 50 TO 54 STC SOUND �3�
<br /> 2x6 STUDS 0 16" O.C.
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<br /> ASE PL W/ t6d �16" %" TYPE X 6YPSU1� WALL80ARD OR VENEER BASE Z r�� o
<br /> O.C. JST dc 2 16d EA STU APPLIED AT RIGHT ANGLES TO RESILIENT fURRING O �-��
<br /> �' 'INTERIOR PLYWOOD CHANNELS MATH t" TYPE S DRYINALL SCREWS 8° O.C. N w
<br /> �'� ��'� � ' ON ENDS AND i2" O.C. IN FlELD. WALLBOARD END C�
<br /> �"PARi1CLE BOARD 2x RIM JOIST`�i/ JOINTS L�ATED MIDWAY BETWEEN CONIINUOUS
<br /> 3-t6d EACH ST Q
<br /> ��`L� I����
<br /> `� FlNISHED FLOOR CHANNELS AND ATTACHED TO ADDITIONAL PIECES OF �
<br /> CHANNEL 54" LONG W1iH SCREWS 8' O.C. RESILIENT
<br /> 2Xt2 HF�2 FURRING CHANNELS APPLIED 24' O.C. AT RIGHT
<br /> fLR JSTS R-30 lNSU TOP PLATE ANGLES TD 2x10 WOOD JOISTS 16' O.C. WITH 6d
<br /> � RESIIJENT �' G.W.9. }¢' �.W,B. CTWO PERNJOIST.1�WOOD��ISTS SUPPORTING�� HEADS,
<br /> �''-----f�URRING 2-2x6 TOP PLAIES LAP S 48' ��
<br /> ANNELS R-21 INSUL
<br /> TERIOR PLYWOOD WITH EXTERIQR GLUE SUBFLOOR AND
<br /> �___ �� ��'�. �___�P • �� 2� /g' PARTICLE BOARD 1.5PSF. 3yz THIqC GLASS FlBER
<br /> �(,�/1��;�/V�'�j� ', 2x6 BASE PLATE. FOAM BOARD W/ 4x HEADER 2x6 STUDS INSULATION BATTS 0.7 PCF FRICTION FlT IN J�ST �` � �
<br /> 2x6 PRESS. TRTD. SILL @ 16' O.C. CAVITIES SUPPa2TEU ALTERNATELY EVERY 12" BY WIRE
<br /> p�p� yy/J�"� q,g, @ 32° RODS AND RES�LIENT FURRING CHANNEIS. SOUND
<br /> ,� ^ 0 C OR�fR PLAN dc BTWN. T� � S� TESTED W1TH CARPET ANO PAD AND WITH INSULAiION "
<br /> '� 1 l.ti��l,}��..� C�',✓� �� ����� 4�' dc 12' Of �LL ENDS. 2x6 P�R. TRA PL r'. O° STAPLED TO JOISTS.
<br /> EMBED 7" MINIMUM. INSTALL � ADE a o z
<br /> ��`^-��y�� ���•��ti•�''�V`�,� ��l` 3x3�' PLAiE WASHERS. fl�::°II IIIIIII� � APPROX. CEIUNG WEIGHT: 2PSf �o
<br /> ` 2` AIR SPACE �E ' I I-I I r � FlRE TEST: FM FC-181, 8-31-72 ,.�,.,�
<br /> � II ` I I_I 11= SOUND TEST: G&H OC-3MT, 10-13-71 w=
<br /> ��`�'V���l�lr�... �� ��U�'�1.L�� INSU L A T E T O R-2 1 I I-I I IIC & 1EST: 73 C k P G d c H O C-3 M T, 1 0-1 3-7 1 �`n
<br /> � ��. '. ��'I���I � � �3
<br /> �
<br /> 2z4 STUDS �24' MAX. O.C. '�° I I=1II- X =
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<br /> ��� ��V``� ��Ji�,Q..�. il��ll '�"�`��-, ��
<br /> � 4' CONC. SLAB 0 j 6 MIL :I('."I I�I I ��y� � � a�
<br /> �Zri��1r� POLY BARRIER 0/POROUS II`' _ I I_ �,;`��`"� „�� � w
<br /> �'��` FlLL COMPTD. TO 95� �IIN. II� �;i� ,-F_, F'"" �
<br /> � _ .�d� � ^Z
<br /> . ll : � � TOP �' SLAB �`." r�' �'?' o
<br /> <��1���--- : ,.._ �'; �a �`�.J Q
<br /> OOf DRAIN 4' TIGHTUNE SEPARATE FROM FTG. DRAIN �.�ry �. � N�
<br /> ao�°�o��o °��a� o ��o II =�° � �s t �, � z
<br /> �
<br /> � ����� ��,- �,��.G� 6 PR. TR. BASE PL •Il a�' • 4"0 PERF PIPE IN WASHED ,� �'°"' ��� �_, .
<br /> t �°� G R A V E L. C O N N E C T T O �'� r� ���
<br /> -10 RIGID INSULA110N REIURN APPROVED DISCHARGE ���� ��,� �� ��
<br /> �� '-0 BACK UNDER SLAB PERIMETER. ���� ��
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<br /> iHERMAL BREAK AT SLAB EDGE. „�� �� o
<br /> Permit#: 81712-03Q
<br /> TH R E E S TO R Y S E C T{fl N S'te Addr�ss: 2413 EVER�AVE
<br /> Owner: WINKERJASON M
<br /> WHERE SCALE: �" = 1'-0" Tenant: [TenName]
<br /> APPLICABLE App_ Date: 12/18/ZQll
<br /> Praposed Use: DUPLIX
<br /> Description: FIRE SEPARATION dRAWING FOR UNITS 1
<br /> &2�SHEET ROCK ENTIRE �
<br /> Reviewed By: ���� Date: Z � ��
<br /> �Qffice Set �ob Site Set Fire/Planning Set
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