Laserfiche WebLink
_ . _ _ _ _ _ . _ ___ _ _ _ ____ _ ____ .. _ _ _ _ _ _ __ <br /> ._,�_._ �..._.�-<-��_�.,- _� . . _____� Y: __ � , � _ _ __ . __� __ _ _. - _ �_.�-------- _ � - <br /> _ _____ _ __ __ _ _ _ __ _ � __- _� __ _ <br /> � : _ �_. .� _ , .,,, <br /> _ _ _____ _ � .---.� � <br /> Permit#: ---- '' <br /> < CWll08-0p3 _ <br /> - <br /> Site Address --5022 SEAHURSTAVE j <br /> ` ` Owner: SOUNDLINE CONSTRUCTION LLC � <br /> Tenant: <br /> T <br /> [ enNamej � <br /> APR. Date: 8/15j2Q17 _ a <br /> _ Propased Use: SFR�ETACHED , � ' <br /> . , <br /> �����1"��1�� ����o VV11�9i1�1�1���1�1 S�ATE BUI��I1�1G �OD� B1�SE� O1V TH� ZOl� IDC T ' Description: COMPLETEINTERIORREMOQEL/,qNDADD � • <br /> � . �0�� ������ . BATHROQM , <br /> � � . - 1 . I,��nber shall be in accordance wi�h "IeTational Desi�n Specificati�n" of the �Tational For�st �rodu�ts A�sac��tion. LJnless �th� � R��;�wed eY: - ,:.' <br /> o�t _ � � <br /> �� I �C, AI� <br /> . . . �. <br /> � � � <br /> S �� � S �off���s� _ �%� 1 <br /> noted, all cov�red lumber shall be klln drled of�he following specles and grade. �-- t �oa S;t�Set ��r�iP��nn��g S�t � <br /> ` ��1�� ���I�i�; Sl�TT�W L���a Tyl�ical � Doug-Fir �o. 2 <br /> 4 w�d e � l a r g e r b e a m s �i p o s t s - D.F i r N�. 1 � i <br /> Ulti�ate I�esi�� ��T�nd �peed 110 I�IP�I Design Roof Snow Load = 25 PSF Exposed to weather or earth or concrete - �Iem Fir l�o. 2 treated sea��°i�y------ ----' <br /> Expc�sure B Graund Snow Load = 15 P�F • ���' 982$a <br /> �3uildin� �ategory II Flat Roof Snow Load Pf- 10.5 PSF, The contractor �s expected to reject all poor quality lumber not suitable for its intended purpose, re�ardless of grade. <br /> ZA. All �l�l�m ��ams (GLB) are 24F-V4 DF, u.n.o. O: 360.855.2333 �xt. 207 <br /> 1VI�FRS l�lin Loccds: �'�C�oa�s; Snow Exposure Factor �e = 1 .0, c: 36o.��Z.og2s <br /> 2B. �L�, Li�I. shall be Truss Joist 2.OE Microlam or approved equivalent. <br /> � � W�11�: �6 psf Int�rior: 24 psf Snow Load Importance �'actor = 1 .0, 3. E���r��r �Vall ��e��l�ir�� Shear walls shall be nailed according to the includcd sh�ar wall schedule, Wall� not �nc�icat�d shall be min. <br /> �oof'; � psf End �one: 30 �sf Thermal Factor =1 .0. 15/32" plywood or OS� with (1) 8d common nail @ 6" o.c. edges and @ 12" o.c. in the field. �locking required at all panel ed��s. I.Tse (1) <br /> ` S�ISII�IC I)��IGI�� DEFLECTI�l\TS: 16d sinke� @ 6" o.c. bottom p1at� through subfloor to rirri joist, u.n.o. Edge/p�rirrieter nailin� refers t�o edge nailing on th� perirneter of ������. <br /> . �he plywood, 0.�.�3. sheet. Panels shall either be blocked or oriented vertically in order that all edges are supported and nailed. BR1AN LEWAIi/aOVVS;�I <br /> � Sei�mi� Use �roup = �I, I� _ � .0 Roof Total Load Deflection Limit: L/1�0 6, �lo�r Sheath�n� shall be min. 3/4" tongue & groove plywood or OSB glued to joists @ 16" o.c. and nailed wi�h (1) 8d comrrion nail @ 21�6 w��rvu�sr <br /> Spectral �Z�sponse 1�cceleration Parameter �s: 1 .42 Roof Live load Deflection Limit: L/240 „ „ �vER�r�-, wA <br /> � Spectral ��sponse A�celeratior� I'aram�ter S 1 : 0.54 Floor Total Load Deflection Limit: L/240 6 o.c. maximum all supported edges, 12 o.c. in �eld and unblocked, u.n.o. �s�01 <br /> 70 5olld block betdveen�olsts over all bearing walls or beams. <br /> Sp�ctral I�espon�� �oefficient (Short �'eriod) SI�S = Oo95g Floor Live load Defl�ction Limit: L/360 �. Install lateral bracing/blocking or "st�ong-backs" at mid span of all joists spar�s over 12', and 1/3 �oints of all s�ans o��� 15' that do n�t <br /> - Spectral R��p�ns� �,oeffi�i�nt (1-S�cond �eriod) S�1= 0.54g have �yp. sheathin� �uch as in the crawlspace. �����������' <br /> Seisn�ic �esi�� �Cate�o�y I�, �ite Clas� = I� DE�IGl°�11 �,IVE I�OAI)Sa 9. I)ouble flo�or joist under parallel walls, typic�l. �a�z s�,����sr,�v� <br /> � _ �,� Bearin� �all� (�1o�d Shear �alls) I�oof 20 PSF . „ �vg��rr wA <br /> - � S� = 3 (Syst�m �v�r Str�n�th Factor) Floor 40 PSF A11 multiple 2x members shall be stitched together using 10d nails @ 8 o.c. each layer, or equal, u.n,o. �g��3 <br /> � � uival�nt �,at�ral �'or�� �r�cedure Deck 60 P��' 10. Mull�ple 2x members shall not be used as a flush beam (wlth hangers) unle�s �he en�lne�� is consul��d f�r th� ���r��ctlo�. <br /> q � 11 . Solid block all point loads to the �oundation. ���H��l�� �����`� - <br /> I�esi�n S�is�n�� �ase Shear = 6.3 I�IPS �all 12 PSF 12. Align all upper w�ll straps with straps / hold downs belo,w unless load patl� detailin� is �rovidedo � <br /> 13. A11 straps shall have solid blockin� or equal behind them for their entire length. <br /> �. � ��_ � � � � � � � � 14. l�ai�in� shall be in accordance with IBC Table No. 2304.9.1, except as notied on plan. All nails shall be common �vi�� nails unless � � <br /> S�I�, AI�� ���J1�t�AT'���T I)A�'A noted other wise. � �. <br /> 1 , �Q�tin� ��i�ll be ��t��de� to soil with a bearin� �apacity of 1500 psf or in ac�ordance with Ueotechnical Engineers repor°t. 15. Cut washers shall be �rovided for all bolt heads and nuts bearing on wood. <br /> �, `�h�r� footi��s are �la��d on compacted material, fill shall be well graded �ranular material with not more than five percent passing a 16. �ypsum wall board shall be attached as follows except as noted on plan for shear wall�v <br /> number t�vo h�ndred si�ve. Fill �rlall be placed in eight inch maximum loose lifts and sha11 be compac�ed to ninety-five percent of the 1/2 �W� - Sd cooler nails at 7�� o.c. (or screw w/ equivalent shear capacity) <br /> �naximum densi�y at opti�um moi�ture �ontent. (�odified Pro�tor Test) - 5/8 GWB - 6d cooler nails at 7 o�c. (or screw vv/ equivalent shear capacity) � <br /> � 17� Timber member5 �peci�'ied as treated shall be p�essure treated according to the followin� schedule: <br /> �'�'�2IJ��'�Jl��.. I�E�'�I�.,�o The structural �rawin s are intended to sho�v the eneral character and extent of the ro'ect and are not Use: Standard: l�//Iinimum Net 1Zetention: � <br /> � � � p J Abave ground: AW�'A C2 ACZA or CCA to .25 lb./c.f. retention � �o <br /> in�ended t� show all details of the worl�. � �. <br /> Ground contact: AWPA C2 ACZA or CCA to .40 lb./c.f. retention � L� �_ <br /> . A�d��I'�'���'IT � � ��I�T�S:R�fer t� the architectural drawings for informati�n including but not limi�ed to: dimensions, elevations, �arine exp.. AWPA C2 & C 18 ACZA or CCA to .60 lb./c.f. retention � <br /> 1�. All connectors in contact with pressure treated wood or cedar shall be stainless st�el �r other�ise prote�ted from corrosi�on as per �he , <br /> slopes, door anc� wi���� openin�s, nonsbearing wall�, �urtain v�a�l�, stairs, �levators, curbs, drains, depressions, railings, waterpro��ng, � <br /> finishes and �th�r n�n���uctural iten�s, specifications of the wood / t�eatment. .� <br /> � 19. An approved wood pres�rvative shall be appl�ed to all pressure treated timber tha� is cut exposin� �ntreated waod. � <br /> � � <br /> ��I��' ��'CCC�� ��(�l'��I���,I����o The c�r�tr�ctor is r�sponsibl� for the means an�l meth�ds +�f cor��truction and all j ob relat�d safety 20. Where multiple studs are call�d out u�der bea�El�'hAms or headers, that numbzr shall be suppo�ing th��I❑�hAe ����/���de� ��t � c� , <br /> , �tand�rc�s �u�h as �S�A and �S�+I� i��ludin� those s�e�� erection items specific�lly �ddressed in the latest OSHA re�ulations. The including the king s�,id. � � <br /> cfl�tr���or is re��or��ib�� f�r �h� s�ren�th and st�bility of the structure durin� cons�ructi�n and shall provide temporary shoring, b�racing and 21 . '�"�p �late splice shall �e minimum 4�" ov�rla� with 16d @ 3" o.c. sta��ered, u.n.o. <br /> � ot�er ele�eri�s req�irec� �� n�aintain stabilit� u�til the structure is con��l�te. It is the contractor's respc�nsibility to b� familiar w�th thework 22. Where beam frames into wall, provide (1) king stud ea�h side of colu�n � nail vvith (1) 16d sink�r at 12'° o.�c, <br /> � r�quired i� t�ie �o�struc�i�on document� and the requirem�nts for executin� it �roperly, The contractc�� shall at his discretion employ a kin� stud to column, (3) 16d sinkers king stud to beam. Where beam bears to top plate, provide Sinzpso� A35 <br /> ° Washin t�r� Stat� r� istere�l civil en lneer PE for desi n of tem ora bracin and shorin Boltin and field weldin at all member top plate/beam. <br /> � � � �� g � p � � � � � �3. T�e contractor shall kee lateral movement in mind such as durin an earth uake when m.akir� � <br /> ��nr�ect�ons 1� to be complet�d prior to t�i� releas� of the member frorn the ho�sting mechanlsm unles� revlewed and approv�d by the General p � g '� � � �, <br /> . �c�n�ractor'� te�.np�ra.ry bracin� and �h��ing desi�n en�ineer. Submit construction sequenc� to Architect/Engineer for review. a11 connections that are not specifically called out on the plans. °� <br /> CC�l�TCl�E�'E �l�T� Il�T��1ZCII�T� ST�EI. �' <br /> . . ��SC P�N�I�Sa In �as� of dis�repan�ies betdveen the CJeneral Not�s,contract specifications and reference standards, the 1 . All concrete materials and workmanship shall conform to ACI 318 <br /> Architec�t/En�ine�er sh�ll c��terrr�ir�e vvhich shall govern. Discrepancies shall be brou�ht to the attentionof the 1�rchitect/F,ngineer before 2. �oncrete shall be 2500 psi ultimate strength at 2$ days unless indicated otherwise on the plans. �oncrete sh�.11 n�ot have mor� th�n 4 inch�� �pte: �/20/17 <br /> proceedi�� �vith t�e �v�ork. l�ddit�o�all�, it is the responsibility of the design�r and or architect to remove conflicting items if a building c�f slump and the maximum size of a�gregate shall not exceed 1 1/2 inches. J�a#: 17124 <br /> Re��s�on H�Srory: <br /> � official �equest th�t such be done. 3, Rei�forcing stee l larger t han #4 bar s ha l l be A�TM A 6 15, Gra de 6 0. Rein forcing stee l #4 an d sma l ler may be Gra de 40. Reinf�rcernen� <br /> shall be fabricated and placed in a�cordance with the latest edition "AC�I Manual of Standard Practic�." Ri�ht �.ngle bars "I," bars sh�.11 �� <br /> SI'I'� V������ArI"I�i�T� The co�tractor �hall verify all dirnensions and conditions at the sit�. Cor�flicts between the drawin�s and actual site lapped wi�h straigh� bars at footin� and wall intersections. <br /> conditions shall be brou�ht t� the attention �f the Architect/Engineer before }�roceedin� wi�h th� work. 4. lOiIinimum clear cover for reinfUrcing steel shall be: <br /> a) Ca�t direc�ly against earth 3" b) Exposed to wea�her or formed against ear-th 2" <br /> � ���5�'�IJ�'�'���T �,C,AI)Sa I,�ads on the stru�ture during construction sh�ll not exceed the de�ign loads as noted in DESIGN LOA]DS or c) I�ot ex�o�ed to earth or weather 1 .5" ' <br /> �Na,�s����� a���� , <br /> �h� capacity �fpar-tially �orn�leted c�n�tru�tion. �ppr�Ve�sy: <br /> ���A S�'I�I�� 'I'A��,� �..� <br /> �� <br /> ` ������I�T�, IJ'I'��I'����o `I'he �or��ract�� sh��� d�termin� th� lt��ation of all ad'acent und�r ro�nd �.:�tilities rior to earthwork foundatiar�s Min. splice ,����J' �� ��' ��� � ��., �� � <br /> J g 1� 9 � 29 36 43 62 ° � ����. <br /> len th in �� � �������t�,����� <br /> shori��� ���1 ����vation. �r�,� u�il�ty inforrnation sh�wn or� the dr�win�s and details is approxi�n�te ���d not nece�saril� comp1ete. g , .S1v� ��,��r�� �1���� C��1C� �1C��ity' �� �, �' �' �� � <br /> � �'�' ''� � ���� <br /> �ar# 4 5 6 7 ;; , ,, <br /> S�o t� Si�� �la� � c_3 <br /> � � � � � ��'I'� �� �.��'�S� �1ter.��t�s for s���ified ite�n� �nay be sub�litted �o t�e .Archi�r�ec�/En�ine�r for review. � � � , � �� � ��`� � �� �_� <br /> SPLICE ALL BARS AT WALL CORNERS S�.O �d�fll�ll'��' ���11d��101`�� �p�'� ��,������ :��`l���' <br /> . �����+ ��I���m AND STAGGER SPLICES AT INTERIOR LOCATIONS �`����;����,�,�>',��`� <br /> 54.� ���aif�rr�g ����r �]��� ��.��-��� <br /> 1�11 Inspecti�ns shall b� perform�d by a qualife� ins�ector approved by the �ocal jurisdiction. Inspections shall follo�v �he requir�ments of ���p��� <br /> the code pre�iou�ly indi�cated. �t is the res��onsibilty of the contractor and or owner to schedule inspections �5 deemed necessary by the $�•o ������'���� ��� ���� ���� �°�v�. �aprr, P.E. <br /> � local jurisdiction a�d/or other parties involved. Inspections to be performed by a CRH Engineering representative will require a 48 hr prior 5�.0 �Jp�er L�vel �ra�i�g �'la� <br /> noti�'ication and will b� at an additia�al fee outside the scope of s�rvi�es for this proj ect. ���� � ���� � � 57.0 ��pf Frpi�]ing► �/�I��S '�+����tY �a�I <br /> Y �' Y (� I � S�.O Gen�ral Frc�mir� D�t�il� ����r�, r����a <br /> � <br /> . . S�.O ���s�r�a�ti�t� Details � <br />