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<br /> �truct�ral l�Totes: --- --_ - - -- -- - - -=_- - ---- - _- - - - - Jt�FiN S. APOLIS, P.E.
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<br /> 2015 Internatianal Buildin Code IBC and other a licable local buildin codes. � f Y•• a r = , ,• ci 'v ' r - l �
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<br /> A.SCE/�EI 7-10 - "Minimum Design Laads for Buildings ancl Other Structures" �o�st�°�c�tia� 'I' �; Convzntional woo� framec! c�nstruction. � �
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<br /> 2015 NDS for�vaod structures.
<br /> American Wood Preservers Bureau �AWPB Standards for Pressure Treatecl MateriaL �-����
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<br /> '�O1� Intern�tional Bt�il�inu Coc1� I3C ��°`: ��-� email:
<br /> American Concrete Institute -ACI 315, ACI 31�,ACI 341,ACI 307. � ) �.-,��,s :,, q�,
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<br /> Structural c3esign shall be in accordance with the latest edition of above codes and standards. ASCE 7-10 � �.`� .��•� n, �
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<br /> Contractor shall comply wrth the latest edition of all applicable codes ancl standards. � � /,�:� �
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<br /> Soil p�►rameters (assumed): Vsrtical allawable soil pressure: 2,000 psf I��a��ri�l�ega�� �l�izz�� R�F U�� p��J E�`r'
<br /> All soil conditions are to be field verified during construction. Footings shall bear on �rm natural Soils (�sst!m_ec�.) Minim�,an 2,p00 psf allo�ved beat�in� (s��bjeci to �"i�ld. veriiic:ation)
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<br /> so s o o structural fill placed over firm natural soils, and inspected in place. Footings shall extend , _ _ , . 2517 E CRAND AVE
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<br /> �'�ncr•ete t c 2,�00 �i, a l/2 sack niix, or alt�rn�te mi� re a roved b blr_l . de t.
<br /> 18 inches minimum below adjacent exterior finishecl grade and shall extend 12 inches minimum
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<br /> I�einforcinv Gra�1e-�0 0�• 60• F -�0 000 si minimum , A 98206
<br /> ' , below existrn interior rade unless otherwise noted on lans. Structural�11 shall be laced in 12-
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<br /> in accordance with ASTM D-1557. Im orted structural fill shall be ranular material containin no ,, . n- - oATE
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<br /> Concrete shall attain a minirnum compressive strength of 2,SOQ psi at 28 days (��/Z sack mix). An n � Q
<br /> alternate mix ravicled b the conerete su lier and re-a rov�d b the buildin de artment is Par�ll�m 3e�t1�s ?.OF �'�L Fb=2 900 si Fv=29� sl E=2.Ox 10^0 �� ' Lim
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<br /> acceptable. Reinforcing steel shall conform to ASTM A-615, Grade 40 (Fy-40,000 psi) for all bars Nlicrollam �3�ams 1.9F F uT Fo=2 h0U si Fv=78� si E=1.9�`10^6 si minim�zm
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<br /> exce t retainin wall verticai b rs which shall be Grade 60 F =60 000 si . Provi�ie all wall anci
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<br /> footing horizantal bars with 2 -0 x 2 -0 corner bars of the same size at all corners and wall
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<br /> Concrete protechon for reinforcement shall be: �� � 4����, �.,,;.�
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<br /> Anchar bolts shall confarm to F1�54. All other bolts shall conform to ASTM A307. . , R E `�
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<br /> Wherever�oasts bear on a wall ar beam, either a continuous rim Joist or solid wood blocking must be P
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<br /> Unless noted otherwise the followin rades and s ecies shall be used for structural lumber: V � lo�ci: � �
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<br /> Total load: 906 !b/i* Max T�ta!re�ction: b,»9 lb7 �� � � ' , A
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<br /> All framing connectians shall be per Table 2304.9.1 of the IBC, utiless otherwise noted. � �'�'�
<br /> ' IVtaterial Yi�4nerties: _ � � �
<br /> � E �0 Y l0^6 psi E' 2.0 x 10^G p�i
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<br /> Unless otherwise noted. 1Vietal framin connectors shall be manufactured b the Sim son com an
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<br /> or a roved e ual. Unless note�l otherwise, use U-series 'oist hari ers to match 'oisf size e. . U210 r�. . . � - �
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<br /> fa � ). Pravide Hl or H2.5 hurricane ties, or other connect rs with similar capacity, at (Allo�vable�.s��n valt�es incl.i_e modirica�.on f�.ccors pzr TJ-90o0 and NDS_012) � L�
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<br /> ever roof 'oist and H6 or H7 at ends of roof beams and irder frusses. Where su orted b wood
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<br /> Where supported by perpendicular beams,wood beams shall be connected by HU-series face mount
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<br /> otherwise specified, the maximum number of nails or screws should always be installed on any �.L defl, *L• 2=:?.3 Rz !�irzd 1: 519 in^=�
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<br /> � Aet.ial der"lections: TOTAL: 0.6_8 in.h�� LL: 03 � •h�s
<br /> 89 .nc
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<br /> Force an�lvsis. Max Sh�ar. 6��9 !hs
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<br /> M:!x. momeni: 2?188 f�-!b Shza�� �c,tl= �490 Ihs
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<br /> STR.DESIGN BY: _ APOLIS
<br /> ' ��I ��������� T��;�"lb��°a ��� �,�� �9��� % �1��� DESIGNED BY: '
<br /> APOLIS
<br /> ' DRAWN BY; #CAD Technician Full Name
<br /> Id CHECKED BY:
<br /> I�mher ro eriies° v' �d:
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<br /> �.a. 6_ 559.1 in -� PRINTED QN DATE. 2/21/2018
<br /> 5ection Mo�i!ib.�s: 1 10,7 in^3 79.3 in^3
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<br /> SeaT`in A�•ea: 3.� in �
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