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Permit#: CW1806-002
<br /> Site Address: 2117 5TH ST
<br /> Owner: LEGG JEFFREY D&WIWS-LEGG MARY
<br /> Tenant: [TenName]
<br /> GENERAL & STRUCTURAL NOTES T�g1� ���' �� App. Date: 6/i1f2018
<br /> Prapased Use: SFR DETACHED
<br /> Description: CONSTRUCT STAIRS/DECK FOR 2ND LEVEL
<br /> DESIGN LOADS �� �� ��� ���� ENTRY/CHANGE IXISTING
<br /> Live Load: Snow 40 psf(ground) � � �� ��� ������ Reviewed By: �%� Date: �/ � /��
<br /> Ffoor 60 psf (exterior deck) �
<br /> Stair 40 psf (exterior stair) � �r��'�� Office Set �Job Site Set Fire/Planning Set
<br /> i ; _.��.
<br /> Dead Load: Roof 10 psf(w/ceiling) �� E,,,,,
<br /> Floor 12 ps# (interior floors) � E"
<br /> W�, ivvic ru�u�^e���u.�
<br /> Seismic Design � o �� � � ��� ` � r` "° ■� ��� �IGNtS�5��lsG, 1NE
<br /> Category: D2 `" j� ����� '� ��� ,� AC�O'✓�G�A',M��VGS AN�
<br /> Wind: 80 mph,Exposure B � o �� In�P,S,nE51GN5 Gv'���?
<br /> r�jl � o-� . s�_�= A�G,NG��v��NrS
<br /> SOIL lJU Q �a 4 ";� . �p�S�NT��tN�l.'�C�YRP.�
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<br /> -�.� F . - ��� ANn S�IAI,I,pEMAIN f�
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<br /> Existin soils have an assumed 1500 sf bearin ca aci � � ' : ' � ��n � _.. .�w, �, ,
<br /> 9 P 9 P h' ppOp�ptY����N�,I���p,
<br /> ��� Cd �
<br /> NO pP�1 fri��0�SNPJ,1.3�
<br /> CONCRETE: !�'P'�Obi�IC�G,CO�I�n,
<br /> Foundation concrete shall have a minimum fc of 2500psi at 28days. Reinforcing steel shall be#4,grade 40 minimum. Maintain a minimum of 3"clear from reinforcing to soil. ��'�� n�����n�
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<br /> nIS�IC�LlT�b 1"0 0?NE��S,
<br /> SAWN LUMBER . '�_. 50(.b,pUC'�ISN�G 0�
<br /> om��wis�us�n wimo�r
<br /> Species and grade shall be as foliows unless otherwise noted: �. � t��?J0�Wrif1�N
<br /> Wall Studs �� CGNS�Nt 0�A�'�ANG
<br /> 2"to 3"thick 4"to 6"wide DF or HF-Stud Grade �'�pp����`�
<br /> Wall Plates COMp�N5P�110N r0 T�I�
<br /> 2"to 3°thick 4"to 6"wide DF or HF-Stud Grade ENGIN��?, VI51.1�CON1"AC1"
<br /> Wlf�T�A�OV�SNALI. �
<br /> Roof Joists CONS(Y�U��'VIGrNC�0�
<br /> 2"thick and 5"and wider DF-#2 Grade " " "'" ° ` � "" '`' Y' ACC��fANC�OF tl�5�
<br /> Beams and Posts �vr This Project To Includ� pcS�:IC�lONS,
<br /> 4x DF-#2 Grade
<br /> sX DF-#1 Grade � Piumbing [] Sprinkij
<br /> �
<br /> � .�echani���= �—, �;r,� ,�x � o
<br /> STRUCTURAL CONNECTORS FOR WOOD CONSTRUCTION � � � c
<br /> Steel connectors and han gers shall be Simpson-Stron g Tie Com pan y,inc.or an approved equal m
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<br /> WOOD SHEATHING � � Q
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<br /> Wood sheathing panels sha{I have the APA trade mark of the American Plywood association. Wood sheathing panels shall be C-D interior APA with exterior glue. OSB sdhall be
<br /> exposure 1. Use the following ratings and thickness;
<br /> NAILING
<br /> USE SHEATHING EDGE FIELD BLKG
<br /> F1oor '/<"APA Sturdi-Ffoor OSB TB�G 40120 10d@ 6" o.c. 10d @ 12"o.c. No
<br /> Roof 7116"APA Rated Shtg.OSB 24/16 8d @ 6"o.c. 8d @ 12"o.c. No
<br /> Roof sheathing and sub-flooring shalf be instalied face grain perpendicular to supports antl in a stagge�ed pattern or as indicated on the plans.
<br /> �
<br /> GLUED LAMINATED LUMBER v � �
<br /> Gfued laminated lumber shall have AITC identification mark. Beams and columrts shall be visually graded western species industrial grade and strength as follows; � �i Q
<br /> � � �
<br /> USE COMBINATION SYMBOL SPECIES � � � ;�
<br /> Simple Span 24F-V4 DF/DF � � n,
<br /> � �
<br /> Continuous or Cantilever 24F-V8 DFIDF
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<br /> Nailing,uniess noted otherwise,shall be per IRC Table R602.3(1)
<br /> General contractor is responsible for temporary shoring and bracing for the structure and structural components until all final connections have been completed in accordance with
<br /> the pians.
<br /> Contractor shall 6eld verify dimensions and conditions for compatibility and shall notify#he engineer of any discrepancies prior to construction.
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<br /> FS.�',101ti�'�` N J��O
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<br /> 05/07/18 �
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