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<br /> �o� �.-��a�,s „�«. ���5 ,�;; GENERAL SPEC.IFI_C�_�TIQNS� I
<br /> j � E; CONTRACTOR SHALL VERIFY ALL SITE CONDIiIONS & BUILDING DIMENSIONS,
<br /> '! & SHALL REP�RT AEY VARIATIONS TO THE DESIGNER FOR RESOLUTION
<br /> --- � �- , ( 'i PRIOR TO CONSTRUCTION. WRITTEN h�IMENSIONS SHALL TAKE PRECEDENCE -t-PO � P�/C o� o i HE�Z Ptzo��t PPPKv�,
<br /> 4� c.o�te., s�..�t3 0�l�� �� 0!/ER SCALED. �
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<br /> I o �y �,! Fo2 v✓�"r�.��r�oor �cck
<br /> � �,�. st--��=-r i c�S�, �,� CODES: 2012 INTERNATIONAL RESIDE:NTIAL CODE (IRC), 2012 WASHINGT�N �
<br /> � N > j�,i STATE ENERGY CODE (YVSEC), 2012 UNIFORM PLUMBING CODE (UPC), 2012 �
<br /> �q ; � INTERNATIONAL MECHANICAL CODE (IMC), ANO ALL OiHER APPLICABLE � 0-�
<br /> � /6 ;:� CODES. �U1,! fZoo�/�cCK r"�`.trS, s/�'s�-l�=_a.7'4-c t�..1U� N�*�L vf/.
<br /> N I I( FT�P,f��t� co�-s'i�i� av��z i���� S� �„DG. i_��GS tz"aG F�t�LD " ,� °�
<br /> `= �i�.�� STRUCTURAL• �t�� avc� �tz i � � �� � M
<br /> � vEll F�LASH�l.i� a R _ � i
<br /> - =� + �.`� � SE:ISMIC ZONE Dl/D2 PER FIG R301.2(2) & ENGINEERING X s -,�
<br /> �v-rrc z —�___._ �-
<br /> _ �� �� I� > ����� WIND (EXP. B) BASIC SPEED: 85 kIPH PER FIG. R301.2(4) � - - O �9 � �
<br /> N� - _ C XST�, ra c-�A�hl t�s� �` ' ��,a.LL COMPONENT/CLADDaNG LOADS /TABLE R301.2(2) � �
<br /> ` Il � �.� M
<br /> l/4 �'l n��s�2 - _ i � �
<br /> ' �`��-�-- �;` LOADING LIVE: DEAD TOTAL
<br /> � : s��--+�� Q i nti � I!1 �
<br /> :i�; ROOF (GROUND SNOW) 25 P:SF 10 PSF 35 PSF �S�, • N��,_ �,1/ �j�/Z"-T-,J �S �y"o� • N��� � � r}
<br /> � €� ATf1C5 LIh�ITED STORAGE 20 PSF 10 PSF 30 PSf t� c� ��"o c. -,- , ' � ° 7
<br /> 6 6--r-��. . r��.r�c��,� -�-o-r-o n -a N u �
<br /> k ,: ATT1C5 N0 STORAGE 10 P:�F 10 PSF 20 PSF -r'c�P PL-�7"� F�--/-�TC �J��z� �3c� O
<br /> � s; D E C K S (S E E R 5 0 2.2.1) 4 0 P'�F 1 0 P S F 5 0 P S F �gL, -�o P �-�.�� i._�.c� St�L1cE S
<br /> ' EXTERIOR BALCO"JfES 40 P5F 10 PSF 50 PSF
<br /> q %z�� � " FIRE ESCAPES 40 PSF Z'`� s��DS �-Z.---- ^'`���. ��" � �-�- p �
<br /> �-� ��Zl C9 Jt� IS`T�� 1Z �C, `i� 1 (o" �c
<br /> I --- - --- ti� GUARDRAILS/HAWDRAILS 200 LI3S AT TOP ANY DIRECTION �
<br /> GUARDRAILS IN-FILL 50 LI3S APPLIED TO 1 SQ. FT.
<br /> �"' PASS. VEHICHLE GARAGE 50 PSF IF ELEVATED 2,000 LB PT. %z c px P�Yy� a1
<br /> �:' ROOMS (NOT SLEEPING) 40 PSF 10 PSF 50 PSF orz -t=1-�1 0� _ �
<br /> I'' SLEEPING ROOMS 30 PSF 10 PSF 40 PSF -'/�'o sT� ) ti1,�+L_ �
<br /> __ I I.; STAIRS 40 PSF 10 PSF 50 PSF v�/ 8d � o�.
<br /> I ;:� �� I OR 3�00 L� PT. LOAD ON 4 SQ. IN. �1`��S� �Z'" oC .-�
<br /> �� a j�; I ? In ALL BEAMS, GIRDERST HEADERS, RAF"TERS, & JOISTS TO BE HEM FIR N0. z x� PR,T � ,i�L�a�-c� •,•e/ �,z" �rS ,a,.�3oLT-S
<br /> `d- �I �: �,Q��--ss } � 2 OR BETTER AS NO�ED ON PLANS. GLUED LAMINATED TIMBERS SHALL A n�,�,x, 5' oc � K. is, -t"�n`���. �� �I
<br /> ' f.I �n BE MANUFACTURED d: IDENTIFIED AS REQUIRED IN AITC A190.1 & ASTM � °� � GnUC2E ,�_�• 3"x 3`' x ,oz9" VJAS�i��. •"'
<br /> _ � ,_ - --- --- --- — - ,+;� D3737. �� � v►,t�C2_ �1U�_ , �
<br /> � _, � _ �" PLYWOOD INDEX: CD. ROOF & SU61=100R SHEATHING PER TABLE � y/�-��-!` c ois c, s�a,�
<br /> �s.r3v-/Pt gw p R503.2.1.1(t). WALL SHEAIH�NG PER TAQLE R602.3 3) dc R602.3(4). G���� � � �
<br /> � SHEATH�NG FASTENERS PER TABLES R602.3(1) & (2�. �-
<br /> sT�a s I � �xs��, _ �"' `�'
<br /> STRUCTURAL MEMBER FASTENERS PE:R TABLE R602.3(t). -�
<br /> CZ GT,�ai t�c t-(G _1 ��- R L 13�Z �^�
<br /> �-���-�- WOOD IN CONTACT WI iN CONCRETE, NEAR GROUND, OR WOOD EXPOSED
<br /> BRACED WALL PANEL (BWP) PER Z I- a �1�- 1 0�� 4'-fo" TO WEATHER TO BE PRESSURE TREF�TED OR NAIURALLY DURABLE WOOD �
<br /> I - -----------
<br /> -- PER R317. � o'
<br /> R602. �s' OSB OR T-1-11 (�° 1�,o,� ��„�.
<br /> I� � GROOVE) 48" MIN. SHEATHING - -- �ONCREIE & REBAR:
<br /> I� WIDTH NAIL Sd 6" EQGE, 12" REBAR TO BE 60.000 PSI - GRADE 6� ASTM A706. WALL REBAR SHALL
<br /> m FIELD VERT. JOINTS OVER STUDS BE PLACED NO CLOSER TO THE OUISIDE FACE THAN � T}IE WALL
<br /> BLOCK HORIZONTAL JOINTS � �� � �� �}iICKNESS. REBAR COVER PER ACI 318. FOOTINGS TO BEAR ON 1500 , ,� �
<br /> I FLoOK ��(J s���_', /�- - t -c� PSF MINIMUM UNDISNRBED SOIL CCiNCRETE TO BE MINIMUM F'c = 2500 SCCT10►� Sc�-�L�==` 3/g � >>--o
<br /> . PSI � 28 DAYS (3,000 PSI FOR GARAGE/CARPORT SLABS, EXTERIOR
<br /> ALT. BRACED WALL PANEL PER PAT10 SLABS ON GRADE, & WEATHEIR EXPOSED BASEMENT, FOUNDATION
<br /> + R602. INSTALL 2 ANCHOR BOLTS WALLS, PORCHES, AND STEPS W/ 5;o-7q AIR ENiRAINMENT). M1INIMU�i Plan Check No.: B1307-028
<br /> W � I� AT Y PTS. & 1800 LB HLDWN. DESIGN EQUIV. FLUID PRESSURE = 35 PCF OR PER SOILS ANALYSIS. ]ob Address: 205 76TH ST SE
<br /> ; (� (STHDB) AT EA END TO DOUBLE Owner: FOX OLIN S
<br /> W m STUDS �" MIN CDX P.W. Sd L1SP STRUCTURAL CONNECTORS OF EQUIVALENT STRENGIN MAY BE Tenant: [TenName]
<br /> a �Q COMMON OR GALV BOX G"o.c.. aUBST1TUTED FOR SI►�PSON HOLDOWNS, STRAPS, AND CONNECTORS� Application Date: 7/17/2013 pF
<br /> � EDGE, 12" FIELD BLOCK ALL Type�of work: ATTACHED GARAGE �
<br /> W HORIZONTAL JOINTS 10' MAX
<br /> � PANEL HT. 32" MIN WIDTH
<br /> Office Set_-�-- ]ob Set Fire/Planning Set
<br /> ` �" r .� ��
<br /> � � Reviewed For Permit: Date '�����.� �� BY- �'
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