|
.� _. . .. ._ ��r��`"�
<br /> � , ... , .. . ... . . _. ,.. x . .
<br /> _. . .. ,. . . .
<br /> °$ �v�,�s��3� `„�'���`�_�;��� �a�,, ;� =�w �:
<br /> f;
<br /> ���f��(� ('�(���� ENGINEERED C;ONiPOSITE LUM6Ef2: Engineered Composite Lumber shall be manufactursd by
<br /> All de�ign and construction shall confiorm to thz requiremen�s�F thie Internatiar�al F3uildiny Code Trus-Joist, Boise Cascade or approved equal and shali have tY�e foilowing minimum strength (based ���
<br /> 2012 Edition. on 12 member depth):
<br /> 5y_mbol Fh E �1 1 �������
<br /> Contr�ctor shall verify all lev�ls, dim2nsions�nd�xisting conditions in field before proc�eding with PSL 2.OE 2900 psi 2,000,000 p5i � �
<br /> any construction nr derr�olitian. Contractor shall no�tify the Archit�ct af any discrepancies or field LVL 2.0� 2600 pdi 2,000,000 psi
<br /> changes L5L 1.3E 1700 psi 1,300,000 psi �-.i. ������
<br /> � ; v�rsa-�am ��3��-z���� 7soo ps� Z,aoo,oao �S� C����'�i1�C�i�l N�4�Lr�l� ��I�I��I�L� �:�, _ �� _ :� � =, _._---._.�.Y,�
<br /> --. - __�---. �
<br /> .
<br /> Contractor shall provide adequate shoring and bracing of all structural mernbers, existing VersalLam (3%"&wider) 3100 psi 2,OOU,000 psi � �� - � _ �;z� -
<br /> NAI L S P A C I N G N A I L S P A C T r l G A T � � ���
<br /> c o n s t r u c,�t i o n a n d s o i l e x c a v a t i o n s a s r e q u i r e d, i n a m a n n e r s u i t a b l e t o t h e w or k s equence. / t�+ - - ,. _� �
<br />� Tempnrary shoring and bracing s ha l f not be remove d until �I I final connections have been compleCed pREMANl1FACTURED OPEN WEB WOOD TRUSSES: 7russes shall be desi gn b y a Structural Engineer AT BOUNDAftIES INTERMEDIATE BUUNDARY NAILING- �f - - -_ :� -
<br /> � �. .;.:
<br /> _ AND"OTHER° FRAMTf�JG � �,�= .- : -� : : . 5H�ARWALL ----
<br /> licen�ed in the State of Washington, who is regularly engaged in the design of plate-connected BLKG SIZE OF �► � - s �""
<br /> in accordance with the dr�wings and materials have achieved design strengtf�. ,
<br /> waod trusses.7russ design shall be accordance with IBC Section 2303.4. In addition to dead loads, LOCATtON SHEATHING REQD NATL PANEL EDGES MEMBERS ;! /t� �� - �- ��-�''"� h � � (425) �14-2373
<br /> . . . . . . . _=::�::.:� _�:::���v_�
<br /> � the desi n shall includa the live wind snow a r . . . �� � �� _ �.W_��-_ ___���.:.�-��:�.�:-��.-,�-..��_w�-.��.�_-� :}:t;.� r�.�_�.�.. ...:: ,_n�.r: ,.__w�.��� �� -
<br /> Contractor shali be responsible for all safety precautians and the methods,t�chniques,sequences or . � , , nd snow d ift loads as identified in the Design Loads ROOF SEE 5`tRUCT No iod 6"oC 1z"UC = , _-_ .,_ -' ' - '�-�-. ry�n.ross@rosseng�neer.com
<br /> , __ .. , . . -.--.
<br /> � section of these drawin s In addition the truss desi n shall include concentrated and axial loads --�-----�---- ��--------�----- .�:- - -
<br /> procedures required to perform the work. 9 • , 9 - _4___________._..._._._.__.
<br /> SUB-FLR NOTES NO 10d&GLUE 6��OC 12���C y ---.� � --.� _ �..____`_,��OTFiER" PAf�lEL
<br /> shown on framing �lans and hanger schedules in these drawings.Trusses shall be designed for �:�.--�.�,�,_.___.�.- --�. _.�-.---
<br /> SUBMITT'AI..S: Shop drawings shall ba submitted to the Architect prior to any fabrication or wind r�et uplift of 10 psf unless otherwise noted on the drawings. SHEaRWAL�NOTEs INTEftMEDIATE NAILING--�'� �� EDCE NAILIf�JG
<br />, construction for all the fallowing: 1. ALL pIAPHRAGM 5HEATHI�JG IS TO BE SI"AGGERED IN THE � -•�•JOIS-f/TRUSS �� ) �� �
<br /> �oncrete reinforcement, embecided steel items,structural ste�l, steel canopies, 7russes shall be fabricated by a manufacturer who is a member of the Truss Plate Institute. Trusses DIRECI toN OF THE PLYWOOt�S�AN PERDIAPHk�1GM DETAIL CONTIRJl10U5 PANEL-"`I
<br /> �� �' r�a
<br /> shall be su lied with the ro er han ers end connections brid in bracin to rovide lateral 2. PROVIDE aOUNDARY NAILING CONTiNUOUS AROUND TFiE ENTIRE ,� ���� �' � t•., •� ,, X-.1 � A s
<br /> giued-laminated members and pre-manufactured wood members. PP P P 9 � � 9 9, 9 p JOINT r' " ' " " $�� �
<br /> stability oP all truss members, and tie-down connections to beams and tops of walis. Trusses shali PEFtiMEfER OF THE DIAPHRAGM C)�A�HRA�N� I��AIL� � N
<br /> be supplied with tapered hardwood shimming so that every chord bears on the full width of every 3. NAits SF�AI.L gE COMNiorv oR GA�vAN�zE�aoX �
<br /> . Design draN�ings and calculations,for pre-manufactured wood tru5ses and joists shall bear the seal 4. ALL FRAMTNG MEMBERS SHALL BE 2x MTNTMUNI NC7MINAL V�JID7H
<br /> and signature of the Washington 5tate Registered Professional Engineer who is responsible for the support, without nitching the truss members. The truss manufactiarer is responsible far ensuring the � �
<br /> ,�.--�: �• w
<br /> design,and shall be submitted to the Architect and Building official for review prior to fabrication.
<br /> bearing seat does not exceed the sill plate capacity of the supporting element. -.,�
<br />, � � - � �
<br /> PREMANUFACTURED WOOD I-JOIST: Shall be fabricated by Truss-Joist or Boise C.�scad2. � 4� .yy ��
<br /> ��������0�� Alternative manufiactures must be a�proved by the Architect or Engineer. )oists shall be installed R��.��,0
<br /> Cnncrete foundations shall bear on stifF, undisturbed native soil,or on structural fill well compacted according to the manufactures instructions including blocking, web stiffeners, bridging, etc. Fasten �S'�0 �,
<br /> to the following bearing capacity, assumed typical of the soil types in this region: joists to supports as recommended by the joist and hanger manufacturer. Provide temporary ' ��L
<br /> Allowable bearing pressure = 2000 psF bracing as recornm�nded by the manufacturer to hold joisCs in place until permanently secured, �ut
<br /> openings in joist webs only as allowed by the n�anuFacturer. � _ �
<br /> Bottom of footing elevation shall be located at minimum frost depth shown on these drawings
<br /> �. �;..; �,� � �,_; � . � .. s �v� ��� > .� ��� , :,� �w� _��o�a �,
<br />� ; unfess otherwise inciicated. MINIMUM WOOD NAILING RE UIREMENTS: Unless otherwise noted on the drawin s ical woad r� �� �� Z� � �N�� o� ���� o y-L
<br /> � � framing shall be fastened in conformance with r � � � �,n�� �,, �' ;� i � �D � o N o 0
<br /> 9 tYP ��,� ' �. ��� � ���.�''��i �� � �'�� �a � �.� ��:j � ro ,� N
<br /> �y- u..r � . �.":�v ���� a�._y�� �.-' �� v}I- o v �'-: . �,n��m c o
<br /> , '� �����L 1 � I�C Tab�2 23��}.9.1 . _ s,�.o�..,:-.,._-�,.: _..�r�..�...s��.�ra ,. : . _. .. <,,,, ��w,�� �c z c_v a o`c n o � �o �a a
<br /> . -ti�...,._..�._
<br /> . . . . . . . � � . . . � t��aa��,.�.,�...�.,�..-.__ �.��-- - -, .m_ _,,.__d_, .__�_�,.__�<, U
<br /> . . . . � � . . . a�rci2:�^'s„t.,.�n��........�„r--•,«,,:�--"^ =_.:�_,�_ ...b�.n..�.,. - � .. . . _ . . - . F a a� a�V c c ���V � �' c o �
<br /> 2•�
<br /> n '� �OIStS Ra��fS �� o � .. o �_ c u , o v � o -
<br /> Concrete work shall comply, in general, wifih A�I 301 (latest edition) Specificatians for Structural I �°m �y��� E L o ����� y z
<br /> � Concrete for Buildings. Joist/ftafi�er to plate, sill or girder (3)8d common toe nail t�.1 t�Y� ��IA �I�� 1 ,,3 -V �Z a�� ° N�-� _ � �� ��
<br /> B loc kiny/Bri dging �i 1��i,('� �v I��� ����l..�t��� o W�L �,�� p 3 v a N w= °' G- �
<br /> }W��� N N �U v� N" O�� � y� O C.
<br /> CONCI2ETE I • ' ' � - arid in to 'oi �
<br /> C h t0 O
<br /> . . . . . . . . . �U�O o'o m.a O m o c.c_ 3 a� �
<br /> M XES. Concrete mixes shail conform ACI 318�h. 5. Minimum conc.rete strength fc at g g ) st (2)8d common toe nail -------- ----- --�-_-----------------�-----------.--�---.-.__._._W_.....__�.._._...__.____�_..�._�...____,_______._�_�.__.._��_.._.�_�..__,_..__ - - � _� �� a a���N ° �
<br /> � ___ ._- �-� i� _ . . . . �� ��m��tmm .. > � 'ero � .
<br /> r csmEy� a�L � �
<br /> 28 days shall be as follows Blocking between joist to top plate (3) 8d common toe n�il WALL BOUNaARIES 1 �ypr� SILL PLATE/SOLE pLA'fE ! �¢ �� ` °~
<br /> DoUb��to AND PAt�lEL EDGES � __._____�_.�..�_._.�w.___. _..�_,�_._..�__�_ __.___�.�..
<br /> Slab-on-grade, Gurbs and Pads - 2000 psi p plates s�ACING AT ����� ���i � ����� I , ALLOWABLE ALLUWA�LE
<br /> Foundations, Concr2te Walls - 2500 psi Top plate to studs (2) 16d common end nail NUh1BER 6 ---�-----�-•��------�-------• IIVTE�2MEDIA"I'E 5ILL PLATE SOI.E PtATE TOP OF WALL � StiEAFt SNEAR ��,.---SEIEAR WALL TD
<br /> Nail to ether �� SYMBOL SNEATHING OF SIDES SIZE OF FFtAMING NAIL FRAMING FF�NIING� COiVNECTTON CONNECTION CONNECfTON SEISMIC WTI�JD SWX �- a
<br /> g 16d common 16 o.c. face nail � � S�, J'�~ '
<br /> Water/cement ratin shall be measured by weight and shall be based on the total cementitious intersections, ends (2) 16d common face nail SHEATHING� NE1TL SIZE SPACING MEMBEFtS SIZE � `TO CONCRE7E TO RIN1/gLKG TO BLKG/70IS"T (LBS/�t} (L�5/FT) \,�, O
<br /> , v_�._�-u.�---�e�.:_.���._��-_�, �_�..� �__..w�..�:�-�_---.�.�-:Y: .::.�.W-�:-w.�: --r,��._::-=-=:...:�--__-__.._._�.._�_._�.--_-___�..�..�___�___�___�___.__-_- _____�..._._..
<br /> rnat�rial. Water/cement ratio shall be deterrnined b the su lier based on stren th re uirements La s lices � `�
<br /> Y pp 9 Q P P (8) 16d comman face nail z .----.---___._y.�,�w_..___. ..._.__..�.__._.__�_._.._._. ._..�._.�__._
<br /> � 5/8"UTA.AB - ,
<br /> and shall nat exc�ed 0.55. Water-reducin admixtures ma be incor orated in concrete mix d2si ns Sole late SWi SWiP 1 8d 2x 6"OC 12"OC 2x �� 16d @ 6"OC �LTP4 @ 18"OC� 242 339 �
<br /> 9 Y p 9 � ' @�i8 OC
<br /> __r_�__.__.._.___._____ _�._.___._._.__� ._�.._._____..____�_. ..��__�..__.
<br />. but shall conform to A5TM C 464 and be used in accordance with the manufaclurer's Sole lat2 to studs " �- ------:---- ----.----_-. --.-�..----.------ -.--____.__..�..�__.�..,.�_.....__.____. ._w.�.....�_w.._..___._��_.��.__ _
<br /> p (2) 16d common end nail or Z � � �
<br /> 5/8'DIA.AB �
<br /> ' SW2, SW2P SEE 1 8d 2x 4"OC � 12"QC 2x 16d @ 4"OC LTP4 @ 14"OC" 350 � 493
<br /> recommzndations. CaCI and other water-soluable chloride admixtures shall not be used. (4) 8d comman toe nail __��__ � @ 32"OC
<br /> .._ _ V..�. _._�.��._..�...� __.,..��. � _ ___.�__�_...___.�� __..__..�..__ ___.--__.__.�...�._. ______�._.� .__.___ .�.__._�_.�.� \ _._.__...._. :
<br /> z STRUCT'
<br /> , Sale plate to rim joist/blocking 16d common 6" o.c. face nail � S 5/8"DIA.AB SDS-i/4x6' ! �W"�v��. .�.�'��4_� \ ��
<br /> �tEIPJFOR�ING SfEEL_ Studs SW3,SW3P NOTES � 1 Sd 3x � 3"OC 12"OC " 3x „ „ ( �
<br /> ' Defiormed Bars - A fM A 615 G Built u � � �"`�'v`�"`2' S @'L4 OC @ 6 OC LTP4 @ 9"oC 456 638
<br /> ..�_�_..�____.�_�.�___.__�_ �_.._.�___ .__ _,��u�._.___._._Y�__�!___.u._y._._..�.._. __..___..._.___ HOLD-DUWN ID�
<br /> _.,.
<br /> S , rade 60 p st ad posts&corners lOd common 8 o.c. face nail � , 5/£3 DIA.AB SDS 1/9x6" S��I��� WALL KEY
<br /> SW4 SW4P �� 1 �� �� gd�� 3x �2"OC� 12' OC 3x � � LTP4 @ 8"OC 595 833
<br /> . Calvanized Welded Wire Fabric - ASTM A 165 Studs to header (4)8d common toenail _�__' _�,__ ___._..:.. � @ 1s"oC @ 4'oC �
<br /> _��__�.._.�.__.___,_.�_._____..�. ..._.__ �__._ �..__ ___�.______� W___._..��_�.__�.._._ _ V.__�____._� _______�
<br /> SWS,SW5P2 �2 8d 3x � 3"OC 5 12"OG 3x y/g"DIA.AS SDS-1/4x6" � LTP4 @ 8"OC 863 � 863
<br />' fteinforcing steal shall be detailed in accordance wihh A(;I 315 "Manual of 5tandard Practice for �P[���(� j�f�P��'�(�(`� @ 18' oC @ 4 OC
<br /> Detailing Reinforceci Concr�te 5tructures.° SHEARWALL NOTES
<br /> Special inspection by a qualified inspectai�is required in accardance with the 2012 IBC. The 1. SEE"TYPTCAL SHEARWALL DETAIL"BELOW FOR SHEARI�lALL FRAMING.
<br /> Reinforcing steel shall be lapped as noted on tha drawings. Where lap length is not shown, special inspector shall be a qualified person wha shall demonstrated competence to the building 2, "p"INDICATES PERFORATED SHEARWALL SEE"PERFORATED SHEARWALL
<br /> satisFactian of the building afficial. The s�ecial inspector shall perform the verifications and �ETAII."BELOW FOR ADDITTONAL FRAMTNG REQUIREMENTS.
<br /> reinforcing bars shall be lapped as follows inspections noted below: 3. ALL PANEL EDGES BLOCKED WITN FRAMING SIZE PER SCHEDULE.
<br /> #5 and smaller Top bars - 48 bar diameters 4. USE 3"�c3°x�'4"STEEL PLATE WASHERS AT 5ILL QOLTS PER IBC 2305.1.1
<br /> Bottom bars - 36 bar diameters ����_j� �,����,���� *Freq Reference 5. WHERE NAIL SPACING IS LESS THAT 4"oc, STAGGEft NAILS '/Z". •
<br />. #6 and larger Top bars - 6U bar diameters Reiriforcing steel &placement P ACI 318 3.5 7.1-7.7 6. NAItS SHALL BE C0�1MON OR GALVANIZED BOX
<br /> Bottom bars - 45 bar diameters IBC 1910.4 � 7. THE"TOP OF WALL CONNECI'TON°TS REQUIRED ONLY WHERE SHOWN IN
<br /> THE"7YPICAL SHEAR FLOW DEfAILS°
<br /> Minimum concrete cover over reinforcing shall be as follows: Placement of anchars&�rnbeds P ACI318 8.1.3,21.2.8 :
<br /> NonsCructural Slab-an-grad2 - Mid-Depth IBC 19085, 19�9.1 ,�•--APPLY PANEL EDGE NAILING TO TOP PLATE AND �
<br /> Use of requir�d mix design P ACT 318 Ch.4, 5.2-5.4 f BO'lli SrDES OF PANEL)OTNT �
<br /> Wall Bars: intprior fac� _ g���� ,
<br /> ex osed to earth/weather - 1-1/2" (#5 and smaller TEiC 1904.2, 191U.2 LOCATE PANEL--:. s�1..
<br /> p ) BLKG PEFt SCHED AT HORIZONTAL{'ANEL JOINTS
<br /> 1910.3 70INT ON RIM]OI5T �� �
<br />� 2° (#6 and larger) � w/EDGE NAILING BOTH SIDES OF JOINT n
<br /> Footings: Bottom Bars - 3° (cast against earth) At thz time fr�sh concrete is sampled to C ASTt� C172, C31 ANCNOR 7YPE HOLD-DOWN AT -�-.- (NOT AT TOP PLATE) �
<br /> `--�_� co
<br /> Top Bars - 1-1/2° to fabricate test specimens for strength �,CT 318 5.6, 5.8 UPpER FLOOR � �' " � o
<br /> tests erform slum and air content tests, TBC 191Q.10 rt� �,
<br /> Side f3ars - 2" � P P �. .m., ,. .m . ..,� � ._._.: �
<br /> ( ix(;��-_.__..�_1! _..._.�_.�f _' �.! � ��- /r' rd �'1t�" �� �
<br /> and determine the t�mperature of the concrete. �� �
<br /> SQUASHBLOCKSI�IRTMJOISfAT------_'_ illi� li( !ii Ilf f� i )rr;t`;1jii�,f�r+'.�i i�l;"Ijil-i'(r� �;I;�.�i�r1�.�
<br /> Provide supports as required for proper alignment and cnncrete cover around the reinforcement. proper technique of placement of concr�te C ACI 318 5.9, 5.10 �- ��. � I � , , � �� I � i � � ,
<br /> ALLP05TSANDtiOLD-DOWNS �`�� tlil�v..;�1L�;_.� �u ' ��+� �� � I i ,�§� � 'il �I� r�,�ilill�� ��;�'I II�I� ct�
<br /> � I8C 1910,6-1910.$ r._._ _ ____`�."...._:,���___ �Irr�.n I? �'�-r r ��r ; �r. Ir
<br /> Consult the CFLSI Manual of Standard Practice M�P-1 for specific information. ,� �, ��;�� � � � Er .���7��,, ,� _-� �--
<br /> Maintenarice of s ecified curin f� ACI 318 5.11-5.13 � t• �� f�li�l',i� � � ;�ii����ii� ,i� r�i;�� t � i�ri i�, ��(�) �
<br /> p 9 � i ��� I 'I � � i �I' ! �I �I �I ,��II i� � ' _ �
<br /> ����� i �i i i� � � II� { �� I'�, i i i I �i � � i �
<br />� temperakure and technique IBC 1910.9 � � ���,�ii �,;�,IIIlI�;���1 ,���;�� ��,ii; �� �i��i;���'i Yl��lj�l II ' � `���P TYPE HOLD-DOWN AT UPPER FLOOR �
<br /> - � � .- . � 4, _i, i i , a, � � �. i� .�� �
<br /> � Bas� plat�grout shall be nonshrink type with minimum Fc = �000 �i.Ail other nonshrink rout ����� ��`�"_ `` --- -�� I� ��i.�, �ilii I�I��� ,li'�I`.. j� � �t '����`_��`� -_ � CENTER OM KIM JOIST � °�'
<br /> �_ _ :.�----��.� _ .
<br /> _ f�7 �s r-� � r i� �, �,?��ru�-� �C
<br /> � � � Nailir� boltin anchorinc fiast�nin C IBC 1705.10.1 � � � � '��� � i,� i���� � i, � �!� � ���� � � ��� � � � � � � � � � � �
<br /> P 9 � � I� I��,�i��� � � �; I I�
<br /> . 9� J, 9, �I��I �' , � � ,��I � � t, � 4� I �
<br /> shall have minimum fc = 5000 si. 9' IN�fERMEDIATE NAILING------._ � �� � �' f � I �I �� � � � �� �
<br /> P eCc. of diaphragrns, shearwalls, dra struts 1705.11.2 ~--.�'• �I!i +!�I�S-;. 'I'i��'i I!� "II �I'I'��fII„� '� ';�il �I �I
<br /> . `�"-----,:: , ' , ��,!��_I�.t1!i, �, i '���' 'i��fI�;;:�.-_.__.�__�__LdCA'('E VERl7CAL PANEL JOINT(7N 5711D w/ .. .�,_..��. ,�,.�.:�.._t_, .�:�._...._. �::__.�..Y-»�..__.:..� ;.__,::.,...-..�-�• .. .
<br /> 9- • -�---��� i �
<br /> braces and hold-downs that are a part � � , ,, i � , �-� ��-- -�� � �.�. �� �
<br /> EDGE PJAILING B07'H 5IUE5 OF)OTNT tll
<br /> ������•� of the Main Wind For�ce Resisting SOLE PLATE PER SCf-IED AT RIM---� ; r i�I ��ir -� ��,� �,r �;,� i it���fi�,r; +;t 1 Ii� � �
<br />, Use of drilled concrete anchors, including expansion boits and adhesive anchors, where not �stem and seisrnic resistinq system • � - _ ___.it____����i�'„�!I��I!(��I�i,'�i��'�� �' ��,�I��i�'�;����`����__ �� a:`" �
<br /> JOT5"i'COi�1DITTON ��``E ��- ,� ,�- �- � � � fi
<br /> spzcified in these documents shall be subject to approval by the Architect. Pd�t��: �,�,� � ---- - -=:�i; T'�'�"'i;`��ii�'�,';��`r�,�,;'`�,h��;�;;�� � -=_� � �
<br /> _ „ _ . . �� � _..._. ___._ �� . �� � _�:�._. �
<br /> _ _ -- *C - Continuou�, P Penodic _ : ___.. ..:�.-__..-_ 4 .� �'�f'���';!';'I�'I�;I;;'� �'�';�i!i��ll�l�,�'�I�;��!�' � �
<br /> - _ �
<br /> F�PANSION BOLTS: Fx ansion bolts in solid concrete shali be wed e- e anchor m e ANCHOR TYPE I-IOLD- dOWN -_ PANEL EDGE���=----�---�:'"�" •�. � �,�I, ;{;!;,;li�iiii{;;,i�,,,��i ,��;1 ,,i�l,: �' _. __ _ _._ �
<br /> p g typ s ad of carbon See references above for meaning of Continuous and Periodic. PER PLAN w/ASTM . �� � , � I �,i�;�,� � �,i, ,r .��;I,,i,,�,�,�;,I, c
<br /> „ �,. � �, I�I,�,�,: I '� f,, : I�, ��
<br /> steeL Bolt size s acin and embedme e *� �� 1 N�1ILI�1G _. ___ �I�.�i ,I��i!,.;'�;s�,'��}'!i�'�; ,,�',� �
<br /> . . .
<br /> , p g nt I ngth shall be as designated in these drawings. Bolts shall Special inspection is not required far wood framed elements with edge nail reater than 4 . F 554 GRADE 36 (MIN)ANCHGft. EMBED 12 MIN ; --- - - - ------ ---MIiV 7 Sl"UD5 AT EA Hc7LD-DOWN N! ._.__ - '! -����_. � �-��!��.' .��: � .` �---.- -- �
<br /> , g _ �� i�"' � � / , rrt�+l'1T�� i �y,;,�I,r, �p �; ._._._v=.'�_.' .
<br /> be installed per the manufacturer s instructions with inspection per schedule. F�cpansion bolts shall w/STAND�RD CUT WASHER AND NU C � � ` ``� • � � --'"l 2 ROW� OF P E E APpLY PANEL EL7GE--�� ---_ ����i��;i ; ,���i��i,;.,1�i;i`�,�,�!�T;7;,. `�
<br /> t �• ,,,,-- � ) AN L L�GE NAILING �� �.,,.� -- --- ��li,� ���I�(����li,��;�Ii,i�i���fl'�i1� �r� i�� -zs
<br /> be Kwik-Bolt 3 or a roved e ual. A current ICBO or ICC Re ort shall be submitted for alternates. � .. � `� i' NATLING'f0 ALL EDGC ������r! ��s_+ ��....���_. � � �.��, :�a
<br /> pp Q P ��51�� C���� � � � ��"�, - 5 �.� ��I��ii�.� �, "`. ,j;;j,;��i;��� �
<br /> �
<br /> �, OF OP�NIfVGS WIl HIN ' .,,4 (, i �I,, -,, ,�� .,,!;i{��.�•
<br /> c FZIM JOIST�-.; � � -STRAP'CYPE HC7LD-GC7WN PEFZ PLAN I�il ,!.fi ' ��ii�i�:� \, � c�
<br /> ADHESIVE ANCHORS: Adhesive or e o e anchors in solid concrete shall be installed er the �tructural calculations and design canform to the requirements of the following codes: !�� , Tf-IE PE�2FURATED � �� ¢,������� U1
<br /> P �Y h'P P � �. �I��, .;I `�, � �. I �,
<br /> General - 2012 International Building Code s � �'�� �'� �' �, Y ,1� i,I,!,1l,�. � ;f;'';i�;��ii .:;;.W i �
<br /> manufacturer's instructions with inspection per schedule.Anchor size, spacing and embedment � SHEP,RWALL : �
<br /> Wood -2012 ANSI/AF&PA NDS 2012 ANSI/AF&PA SDPWS
<br /> � \ � ,- ;r°'' ��;�!;I��!E. `. 1�':����iIII; �,_s'� -APPLY ALL SHEATFIING, FRAMING, C7
<br /> length shall be as designated in these drawings. Adhesive shall be Hilti HIT-RE 500-SD. Anchors ' �.�' � - �I il�n ' � �I I Ir, r-� r�ai�ING aNt�ANCHOR
<br /> � '__ ,:W . f . ` ' �; . .
<br /> COnCr2t2 -ACI 318-11 TdP OF RIM JOIST �_ r� ,. : �. ,. ,. ,.,.4 ,VR � STLL PLATt AND ANCHOR E30LTS TO FDN PER SCHED. � �i�';�;, �. � �I.I,,, � u7
<br /> I _�����_._ �. . .,,y--- ; � ,{ � . r,I I,I,, . .�'� -
<br /> sha I be Hilti HAS-R.A current ICF30 or ICC Re ort shall be submitted for alternates. -�-�----�-..--�-----�..�-----..w-.---.�__.. _�-:._, :� .�.:,_. .�� , . . � I ,,, .4, V � , , „
<br /> p Loads -A CE -.. _���: ��� -_ � __�� - ��`- � � . ENSUFiE(2)ANC.H(7R BOL�S MIN. EA. SILL PIECE. LOCATE . . ;�I!I„I,i�, �:- r.- :�-,r�; �I��,,, REQUIREMENTS PER SCHED f0
<br /> ' . . �. . . . . . . rJ ��JEI 7-1� . � . . � � � . � . � � . . !--'== s� _.__ - :=d ::�; -..:` � . . � ,• . n n � � . . . � iI�ili,l,�C ir�i�i�,5...�il�iTi�1�,��i��i�;� � . .
<br /> 1�. 3�i i__ l!i ,-.._1,1 __ !�i ,. , � � FIRST A�lC7 LAS`f ANCHOR B�LT5 6 MIN 12 MAX FROM I i � �I � ��( ����= FULI.LENGfH OF PERFORATED
<br /> - � . s i I��i fi i�y�I��I�I�,�:�,Il�i�II�I�,��i'�����'� �
<br /> , �AI TUP bF CONC �.2�::�_ _ifL.�_.____: - � �'_�� ._._ _. �`,. - r"� � . ' • �� i, � '� ih r ,i� �'�, � SHEARWALL INCLUDII lG
<br /> -� _._...v..._._.__w.�._.��...._�.�.�„c., '-�.i____._.__.f�.---___. 1 .L.. ___, _..;___.-; . .,_�;_..., __;__�____, S1LL PIECE END5 AND JUINTS. ��I���; �j q�i�„�I;���� �{I,�II�I�� �
<br /> Yv��� / - - ��____ : ,� ��yi� � ��,�,�.,I,I , ,I,I �,;,,,/,f
<br /> D���17� �..�AD� __ _ _._��.._.._ ' - -- _ I ��14t ?�I I � i �� � .�i;I.� SECrION5 OF WALL ABUVE AND ,�
<br />� SAWN LU�IBER: Structural sawn lumber shall be kiln dried and be of the species and grade noted t ,,%�'" �-� � ,I!�;I ,i f�;I;I��'�I;I�`: �,�I;���1 i;�;,'�✓�I' �
<br /> , �;� i�����i��,t�{!,,I��i;�j'���'�j I�I il��!'�)�"ij I BELOW OPENINGS. �
<br /> �� _ .. .._. �._ • • . .
<br /> b�low or better:
<br /> LIVE LOADS: In addition to dead loads,the following live loads are used for design. Liveload -;,�-------�-- " "�``�' I � ; � �i,, I ��I i,I I i�ii��i�,� �,i�
<br /> _._� �. .�
<br /> '' . reduc�tion is in accordance with ASCE 7-10 Section 4J „ _�'�'` ._�_...__ �.w_�� �l , ij�j i;��l,�'�� �i�i�i�i��'�i�i'�ii�i`I i;�i;ii�
<br /> Use Gracie Fb si _ ADD #�x24 AT TOP& � ,I,I,ii,,,�;I,I;I,I�;!J����!� �p�,l�������
<br /> Residantial 40 psf(reducible) ._.._ � __ _.���I,���_��,��I���pl,fi���,�:1_!��Ii�E;�,����li!l._��,_.;..�, .^._
<br /> Wall Studs Hem Fir Stud 675 f30T ALL HOLD-qOWN5 ---�THICKEN FrG AS FtEQ D FOR --- _�------- - s - _�_.__�_ �
<br /> Plates&Planks Hem Fir #2 675 NOLD-DOWN ENI6EDMEPlT
<br /> Joists�C Rafters Hem Fir#2 $50 SNOW LOADs: Snow loads are determined in accordance with ASCE Ch. 7 with the following `�(PjC/.�� ���,1a��/,q( � Cj�'��� p�R��{�A-�-�� �I�EARWALL �E1-AT�
<br /> Factors: - - -
<br /> 4x 8eams Douglas Fir-Larch #2 900 Ground Snow Load Pg = 20 psf Ct = 1.0 Ce = 1A
<br /> 6x Beams Douglas Fir-Larch #2 875
<br /> Roof Snow Load Ps = 25 psf Is = 1A .�, � �.:. r..,.. _ ... ..,..;, .. .:.. _..� . __ _ �3,
<br />� Posts Douglas Fir-Larch #2 750 $ ,� .,� �
<br /> �j _� ��. ;� ,: ..�y } ...� ..� � �, �x � '��`�r- �' 3i � �-� p h
<br /> , _ , , ,, _` .� �. ,� �� _ . � ,��
<br /> $� l�,y'` �. �,.:�
<br /> . � . . . � � � � ' . � . � . . . . '�Y... iay.`.. .,• ;,.... ..,.r/ , ' '' .V'�., . �} .3� w �" ._".'n.ii`A .;• , . �Tn Sc.0 _.. •:::i.:�,E ...�.- T .il�. ,i , . . . . , . � . ., y
<br /> 2x4 T&G Decking Douglas Fir-Larch Select 1750 • , .� _ �-- � ,.,�� �, g 9 � --� . ��, ...
<br /> . , ; ; . � , e � .
<br /> WIND LOADS: Wind loads are ba ed o A . ; . . .�,.
<br /> s n SCE 7 10 Ch. 28 Envelo e Procedure with the followin ��� � �,,.�.����,��� ��.�3�v�.� �... �._. �,.., �,,. �._., ._.. , t _.. �..,
<br /> . .. . . . . . . . . . . . . . � � P . ). 9 � � . . . . . . � . . . . . . .. , <� <...,s��� �s.,�.�,s�...� .��..0_...0 ������ �� � ���s.�.x�,..�=s��`��E� z...-w��,�, ��� .�`��,�e:-�;�.s::��. . . . . . C3..
<br /> All lumber and i wood in contac wi . . . : factors: . . . - ,. . _ , : �
<br /> p y t th concrete, stucco, masonry or other cementitious matenals � osure Cate o = B Iw = 1A
<br /> , „ N
<br /> � P 9 �Y a�
<br /> shall be treated with an E.P.A. acceptable wood preservative,such as Alkaline-Copper-Quaternary Velocity (3 sec) =110 mph (ult) �
<br /> ��AC��� or Copper Azole "CBA"type A and B.
<br />` All wood connectors shall be manufactured b Sim son Stron Tie Com an or a roved Design wind pressured for determining forces on components and cladding are determined in
<br /> y p g p y( pp equal), accordance with ASCE 7-10 Chapter 30.
<br /> and of the size and type shown on the drawings. All wood connectors in contack wit
<br /> preservative-treated wood shall be Triple Zink G185 galvanized (1.85 oz/sq ft coatiny). EI I O
<br /> S SM �L ADS: Seismic loads are based on the Equivalent Lateral Force Procedure in ASCE 7-10
<br /> ftATED SHEATHI�lG: Wood structural anels shall bear the APA trademark of the American PI aod Section 12.8 wikh the following factors: :
<br /> P � Risk Category = II : Ss = 1.26 p �
<br /> Association.Sheathing shall be as follows . �
<br /> Shear Wall Shtg 15/32" 32/16�-D INT APA with Exterior Glue(CDX) 5ite Class = D 51 = 0.698
<br /> Design C�tegory = D SDS = 0.£339
<br /> Roof Shtg 15/32" 32/16 C-D INT APA with F�cterior Glue (CUX) R = 6S (wood shear wall) SDi = 0.465
<br /> Sub Floor 5htg 3/4"48/24 T&G �-D INT APA with F�cterior Glue Base Shear = 14.7 KTPS Cs = 0.192(ult)
<br /> , Ie = 1.0 FILE/NO. 140604
<br /> Sheathing shall be orientated over the supports as shown on the drawings. Shear wall sheathing
<br /> shall be b�ocked et all panel edges as shown in the shear wall schedule. DATE 10/1/2014
<br /> GLUED LAMINATED MEMBERS: Glued Laminated members shall each bear an AITC identification
<br /> DESIGNED BY TL
<br />, mark and be accompanied by an AITC certificate of conformance. One coat of end sealPr shall be DRAWN BY TL&RM
<br /> applied immediaCely after trimming either shop ar field. Members shall be Visual Graded Westem
<br /> CHErt<ED BY RR
<br /> Species Inductrual,Architectural or Premium grade with strength as follows: . . ,
<br /> Symboi Species Fb E :
<br /> GLB 2�+F-V4 DF/DF 2400/1$50 psi 1,800,000 psi
<br /> SNEE7:
<br /> GLB 24F-V8 DF/DF 2400/2400 psi 1,800,000 psi
<br /> *King B�am DF/SYP 3000/3Q00 psi 2,300,000 psi
<br />' *King Beam is a product of Boise Cascade
<br /> ti������ ��
<br /> �, � ��;�
<br /> �s� Y�
<br /> ��}���.
<br /> � ' �� �
<br /> . �a,�����` ��
<br />�
<br /> . . . . . ..: . .. . � � � . . �.:t�,� ''�i .t ;yyv:�s:.� ,:a� � s;� yW�,, �},mc,�. �:;y . � � . , - .. . . . � . . . . . . . . . . . . . . . . . � . . � . . . � . �
<br /> � � -. . .. . . . . . . . . , . . .. . . � '�,. � .x� � . "1 �r� yy�� . F��,5 i . !+ ,,..�����-.. .� � .. � . � � � . � � � . - � � . � � �. . � � . � � . � � . . . � � . � � . . . � � . � � � � . � . . � . .
<br /> . . . � � . . . . . ... .�. � . �`+..:zs+� � � �"r'«+�,+��:� � ���-�'kc-.s� ��`�.Y,]����"a�.1 �i &��� �,.0�_..k� . . � . .� . . . � . . � . . . . . . . . . . . . . . . . . . . . . .. . . . . . � � . . . . . . . . . . ..
<br /> PRIN7 C3ATE
<br />
|