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� �, <br /> r�s <br /> z � � <br /> UW cc <br /> • Z �'S mc,�fl <br /> J �� MM <br /> �- z ��.3� <br /> �� <br /> a �� d-d- <br /> S `� <br /> GENERAL SPEClFlCATIONS: � �� <br /> ca���cro� s�al v�r a� �� carat�ars � eui�rn�c ar��s�oris, � s�au. _ <br /> REPORT ANY VpRIAiIONS TO 1HE OESIqVER FaR RESOLUTION PRIOR TO M <br /> W �� 1-N <br /> co�srnucnav. w�ir�n a�a��o�s s�au. rnxE Pr�cm�c� ova� scn�m. _ � Z� <br /> CODES: 2015 INTERNATIaNAI. RESIDENiIAL COOE {IRC), 2015 WASHINGTON STATE ENERGY W �"' o� <br /> CODE WSEC), 2015 UI�FORM PWMBING CaOE (UPC), 2015 INiERNATIONAL MECHANICAL J =� �� <br /> CODE ��IC), AND ALL OTHER APPLICABLE CODES. o � ,�,� <br /> srnuczuRn�: �., � �'� <br /> SEISMIC ZONE Dt/D2 PER FlG. R301.2(2) & ENGINEERING <br /> WIND (EXP. 8) BASIC SPEED: 85 �IPH PER FlG. R301.2(4) <br /> C�IPONENT/CLADOING 10A0S /TABLE R301.2(2) EXIST. FLOOR JOISTS � <br /> TABIE R301.5 MINIMUI� UNIFORML.Y �STRI�JTEEO UVE LOADS PT 2x6 PLATE T1GHT FlT a 0 , <br /> LQ� tJVE DEAD TOTAL OR FlRE FOAAI SEAL � � � <br /> ROOF (GROUNQ SNQN� 25 PSF 10 PSF 35 PSF <br /> UNINHABITABIE ATTICS - NO STORAGE 10 PSF 10 PSF 20 PSF ° <br /> UNINHABITABLE AT11CS - LIMITED STORAGE 20 PSF 10 PSF 30 PSF INSULATE NEW WALL ° o <br /> HA8ITABLE ATTICS dc ATfICS wJ FlXEO STAIRS 30 PSF 10 PSF 40 PSf CAVITIES TO R-21 p � <br /> BALCONIES (EXTERIOR) AND OECKS 40 PSF 10 PSF 50 PSF � ° <br /> FlRE ESCAPES 40 PSF 2x2 FURRING STRIP EXIST. 2x4 STUOS. INSTALL PT 2x6 <br /> GUARORWIS/kIANpRAILS 200 lBS AT TOP ANY OIRECiION � STUDS 0 10'-0" O.C. FOR FIRE STOP <br /> GUARORAILS IN-FlLL 5Q LBS APPUED TO 1 SQ. FL PT 2x2 BASE PIATE 11GHT FlT OR FlRE FOAM SEAL <br /> PASSENGER YEHICFILE �ARAt�S 50 PSF IF ELEVAIED 2,000 LB PT. <br /> ROONS OTF�R THAN SLEEPING ROOMIS 40 PSF 10 PSF 50 PSF PT 2x6 PLATE TIqiT FIT 2" AIR SPACE <br /> SIEEPING ROOMS 30 PSF 10 PSF 40 PSF OR FlRE FOAM SEAL <br /> STNRS 40 PSF 10 PSF 50 PSF <br /> OR 300 LB PT. LOAD ON 4 SQ. IN. 2x4 SiUDS 0 24' O.C. W/ PT 2x8 EXIST. BSMNT WALL <br /> STUDS � 10'-0" O.C. F(�t FlRE STOP <br /> ALL BEAMS. (�ROERS, HEAOERS, RAFIERS, d� JOISTS TO 8E HfMI f� N0. 2 tlR TIGHT FlT OR FlRE FOAM SEAL o PROTECT ISULATION Wj � °�-° <br /> BETiER AS NOTED ON P�4NS. GLUEO LA1I�VATED 11t�8ERS SHALL BE �1ANUFACTURED M 26 GA. GALY FLASHING � o � <br /> dt IDENTIFIED AS REQl�REO W AITC A190.1 dc ASTM 03737. PT 2x6 BASE PLATE GRApE VARIES � Y � <br /> PLYVY000 INOEX: C0. ROOF dt SUBFLOOR SHEAIHING PER TABIE R503.21.1(1). "�"�" � } � <br /> WALL SHEATHING PER TABLE R602.3(3) dc R602.3(4). SHEATHING FASTENERS PER • II-II�II�II� <br /> EXIST. 4 CONC SLAB R-10 RIGIO WP Q 0° c�''n <br /> INSULATION o w <br /> rae�s Rso2.�(�) � {z�. - � <br /> STRUCTURAL MEhIBER FASTENERS PER TABLE R6023(i). <br /> WOOD IN CONTAGT WfTN CONCRETE, NEAR GRWND, OR NI000 EXPOSED TO WEATHER TO <br /> BE PRESSURE TREATED OR NATI�tALLY DURABLE W�00 PER R317. � <br /> �,� � ��: A BASEMENT FURRING WALL � <br /> REBAR TO BE 60.000 PSI — GRADE 6U ASTM A706. WALL REBAR SHALL BE PLACED NO <br /> CLOSER TO 111E OUTSIDE FA(� THAN J� THE WAI.I. iHICKNESS. REBAR COVER PER Aq YYHERE APPLICABLE SCN.E: �� = 1�—U� W <br /> 318. FQOTMV6S TD BEAR ON 1500 PSF i��dNUM UNDISTURBED SOIL CONCRETE TO BE <br /> NINIYUi� F'c = 2500 PSi @ 28 DAYS (3,000 PSI FaR GARAGE/CARPaRT SLABS, � <br /> EXTERIOR PATIO SLABS ON (�2ADE, d� yYEATHER EXPOSED 9A�IENT, FOUI�ATION WALLS, � " <br /> , PORCHES, AND STEPS W( SX-7X AIR ENTRAINI�NT). Aq�HMUM �SIGN EQUIV. FLUIO <br /> PRESSURE = 35 PCF OR PER SqIS ANALYSIS. � � r. <br /> N <br /> � ¢� � <br /> N <br /> USP STRUCIURAL CONNECTORS OF EQUIVAI.ENT STRENGTH MAY BE a� � <br /> SU8ST11UT�D FOR SIMPSON HOIDOWNS, SIRAPS, AND CONNECTORS <br /> TD W ��M <br /> � �j N <br /> QM W <br /> � <br /> z <br /> w <br /> w . <br /> � <br /> � <br /> � o � <br /> � <br /> � Z <br /> w �� <br /> �� <br /> o � <br /> Z <br /> O �Q <br /> M 3 <br /> � �� <br /> � �W <br /> J� <br /> � J� <br /> a W <br /> I <br /> U <br /> I . I o0 2 <br /> L1J �— <br /> � N W <br /> � � Z_ <br /> J <br /> F�-Z <br /> � U' C.7 <br /> N <br /> � �� <br />' / f1 U <br /> v <br /> � <br /> o`� <br /> � <br />