Loading...
HomeMy WebLinkAboutB10-0167 Cap Shroud with Calcs 10-14-11 � \ r � treat all tirn�ber 0 � � � Sd nails at�.�"'a� f�steninc� —_�� �4 �,� prefinished �ap � pl�+wo�d to blacking , W � � � T 7l8'" FRT plywood � 24 GA �leat faster�ed xWn°m ° 3 1 + A °A o o i0 o D 1 � 1 with �1� - 1 f� r��•r.(�r�C�l YI����i. °wm -°�'m � � m o o N� Z Z � Blocking for su�p�rtlslope Gr�a�e HT m A o� � \ � � m ° x Z 3 � m D � D � � o Z m .T�] � N m p � � � N Rip cut nailer to match 0 o 7 slope. Nail with 1 row af 8d � (q C� � �L^ ��2.5"oc. Attachment l4 '`, � � = D V J ston�ve�eer�ay in�#�Iler ,°,h _----- - ---�__ � C � � � --------------- ar �-_�=��=------------- nZ � '''�, -���____---- --_-=_�__- - -- - -------------- � � m � f __ - -- - - =r�=�s -- m n � _ _ _ � ' � m �-��z°� ����a����������4� � , z I - _. � ��,�, � _� � :' � � {2y2xfi• - �J p � �`��42)1�6� ci 1�"� e z m � e � d . D � � ° ff � d 4 a � . i* ��o�a•e �O10 � O 5 0°�)ACK�y�c�90 N o: � 5:0 N �� � m��'� � �0 30�' ��° a3ilj�a°�y�� i,�F�,R..00���, NOTES: 1. BOX COMMENTS ARE TO BE APPLIED TO ORIGINAL DETAIL PROVIDED BY TRC. m (� D 2. M/M SCOPE IS LIMITED TO WOOD FRAMING AND WOOD-TO-WOOD ATTACHMENT. '^ r o UJ Z � � O 1 D r , MARTIN / MARTIN �' �� � �� . CONSULTING ENGINEERS - � . � � Title L— �� � C— Date O ` �—o�P � � Job no. a- � 6 / 5 � f, 4� � ` � � Subject (� LVL �` � By � �,J Sheet � of c� c TZ �,4- c � pE �v�,�v � �r� � (� � s 2� "x � ` � L-`,� �i� �-f � SR�-�✓ ' � ` . � \� � +� lF 5 �l:q� ; ('/-1-G �� c G����' 2 _ r.,_ � _ ' ,�a � � '� �-�Pt� �' ��'.� �" � � ' ` 3 .�� /f- V' r ? �a � � / I� , ' ► k _ r � „ `c f, : , ro1Z �,.,- = 16S�f �, rc.� �� � rF � � v� -� : ' U �' -� _ � = a �- : � � _�> ,e = � `_ .� �• - 6 floI �� - � � � (� y ; l3/�-- C (� i�� �/�-c.�:c � �,,, :-�- ! 5� � f" � - {a) �� �� ,��" i � � - Lt l : 2 �� �zc �- S w � � h V' = �1 � 0 '' � �� � � . �� = 1 a _ �� � � '--�� , �� �� � � 5� ., r.- ��- � �� � ; . =_ C ('IEG�� (� Grwo� I� (� �,���-S ' JP �1 � ' '� � � ^ a� / � , ( r (� t WOo � --- �I �- '�' �d �� r � '�- � 2 ' �� =- ti�L �� 1,; F - �,,�. ' �,.. uv� ,.,o L �F 7 t�;' = D 4 � �`F L ��-�� � ��' �� s� f f � = `� S � I f �`�- c �� S l l� � � - 2 %. d�� ,n�-l� ,v� ( �� ' � �_ � � � 3 (,v � _ ��-� � � ���%a- ��_ �. 6 ��'? a �� �-�� - � a � ��/� r C ( ; =- .V/� ( � T/'�-� �r � = `� „ ' ( �' LD �(G � d � ��"� �� � f �., =- y � � � �'�c i� � s r !? �j' , ' c/J � a l� � p - � ��� `� � �� l `� � �� r��. `�' ` �_ � � a�� �/ 1 = " � � � I i �� � ��+- � � 1 - � ,t �.? � ,� �"�t' ..1' �i 1! '` 2- l� � �M+4-1 L �� � ��d- ^ :� E. . � , . ' tl „ (�� �n ( ,- � � ��-� i. �. �a 1 � o, �-; �� a �� ,. a � �,�� , �. `� � �. raa �. � a t � Recommended Uniform Roof Live Loads tor APA RATE� SHEATHING(=) and APA RAT�D STURD-I-�LOOR WiTh Long Dimension Perpendicular to Supporls(�> � 3N4a�emmm Maximuvn Spqn (eo_) � pllowa6alc Lave Londs �psf)(v) � . -..'-__'-----'.'_._. _..._'__._ __'_'_-_-_..._ Ponel � �0wa1 Spmcing of Supporfs Cenie�-4o-Cen4�er (in_) Span I T6�ickness 1 Wi#h Edg¢ Wifhou* Edg� --- Rdfing � (in.) Suppo�f(a)..�- S�ppo�f 72 76 20 � ]4 � 32T 40 48 60 -._- _-' -._ _ �__�_"'__�L�-� APA RATED SHEA7HIIVGf•7 ivn sn6 —� �➢ '- z--.. . -=_G r_ .' ..- _ I __- - ' _". _ - _ _ - - - "__-. - _� i6/U 5/i6 I � 16 i6 ]0 � 3O -"�- - ___ - — _ — __- -_ . ' . _.__ - -.__- . 20/O 5/16 2p 70 i2p 50 I 3� �_ _- 2 V0 3J8 24 201�1 � 1 O 100 .O 3� I � ] /16 J/16 1.t 2A 190 IOO� �LS Ifl � 3P/16 l5/33 �� i2 ]tl '� l2i i80 120 ]0 3U f._ . �� � _ M1O/20 _.� 1a134 AO 34 � L__ 905 105 130 I 60 I 30 M18/2 23/31 AB 36 I L?q0 , 1 � �. 15 35 � -� . _ . aoiea _L _ �ig _ - - . -eo _ re _i_ � - I _j.. ao i,. _ioo io L_as 6L�A A2AYED STURD-I-FL�ORlQ> � . '__- — _- -._ ie ia.-�� c, �— a i s �-o -� o _-. . _.__ e_ .__. _ .__ __, _'_ .. . ➢U c 19/32 3P I 92 2"/O I50 100 O 3L ' � - � ]J - 3/3^ � .IB � 36 . 240 Z� t00 50 � p _ _32 //H A1 . . .�._- . t0 5 I 18� 100 6� �I._p 48-�-��_� 1.3/32 -- 6p i"-�_ -yH� - �� � - __ 290_ 160 100 65 a0 (o) Tongoe-ond-groove edges, ponel edge �b) 24 inches for 15/32-inch and 1/2-ind� (e) Applies to ponels 24 inches or wider clips (one midwoy 6eiween each svpport, panels. opplied over hvo or more spans. except iwo eq�ally spaced between (c) Indudes APA RATED (f) Alm opplies to GC Plugged grode svpports 48 inches om m�ter�, I�mber SHEATHING/CEILING �ECK. plywood. 6locking,or other. For low slope rooFs, (�� �O psf dcod load ossumed. Note: Shaded w t s acin s meet Code see Ta61e 22. ppor p g Plus remmmendotions. � � � � � Z � � �AP.4� Recommended Maximvm Spons for APA Ponel Roof Decks for Low Slope flATEUSHENTHING Roofs(�) Z4��I6 7/161NCH (Long ponel demension perpendicular 4o supporTS and conTinuous over Ywo saeovonsaacn�c or more spons) EXPOSUBEI __ �000� �I Mini�cnum Nomfinnl ' i Pansl Clips rnv�ioe �mn-um�auc Pencl Tkeckness � Minitnum � Mazimum Span Per Spqn(el Grude (in.) I Span Rn3ing (in_) __ (number) ' - __- -.___ ' ..._.-T I _. -_____- �!3) �— Jl/16 I 2� 1 —L /�p N 41'A lVl3? I f0.'20 32 � �MrA� RA'f[D . I _ ._ __ . —1 HATEOSHEATHING r�fnrr�n.+c z3/st �-- �si_n I . �e - .. --� '--- '.�'l�is15/321NCH - - _.-- .._ '_- _- _' ____ ____ _ sizeoFOnscncnm ��e � 60�32 -J- I __, EXPOSOFE 1 (o) Low slope roofs arc vpplimble io builf-up,singie-ply and modified'bitumen roofing systems. �000� For guarunteed or warronted roofs mnta�f inembrane monofaciurer for accepta6le deck. e5t ea co 6 Ed e sv ort ma anv�toe � ) 9 PP y olso 6e provided by}ongue-and-groove edges or solid blocking. � � � � � � 3 ���A� Recommended Minimum Fastening Schedule for APA Panel Roof SheatF�ing FATEOSHEqTHING (In<reased nail scF�edules may 6e required in kigh wind zones.) 48�'24 23/321NCH sizeu ion sancmc ---"-- EXTEfiIOF i Nailingl<llal PanrB ' __-_ ____ ' ' __ -___-_... _.. ps000cc � TkS¢kness(b/ _ Maxemum Spacnng (iuc.� -- �-- ._ - -- ___'__ rxr�ive �i�•) Size Wanei Edgss ! In}ermed'eofe !�. °.�� . � ec1 __i __' ° - I . . -- �t. _ _ ' i��;e � ndo� io� e � �a��� (a) For spans 48 in<hes or greateq space nails 6 inches ai all supparts. PATEO SHENTHING (�) por stapling asphvlt shingles to 5/16-inch and ihicker anels, use sto I 4O�PO 19�321NCH p p es with a 15/16-inch saeofonsvamnc minimum wn widih ond a 1-inch leg length. Space ocrording to shinyle mon�faciurer's EXPOSIIPE 1 recommendations. �000� (c� Usc wmmon smaoth or deformed shonk noils with ponels to 1 in<h ihick For 1-1/8-inch . PS b9Z Pnpaoe pands, ose 8d ring- or screw-shank or l Od mmman smooth-shank noils. (d) Other code-approved fasteners may be osed. (v_:I � WoodWorksO Sizer SOFTWARE FOR WOOD DESIGN Flue Cap Beam.wbd WoodWorksO Sizer 8.3 Oct.25,2011 16:42:52 COMPANY I PROJECT DESIGN RESULTS - NDS 2005 Beam DESIGN DATA: Material: Lumber n-ply Service: wet; Lateral support: top= at supports, bottom= at supports; Tota1 length: 5.00 [ft] Load combinations: ASCE 7-05; LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Se1f-weight automatically included« Load I Type IDistributionlPat-I Location I Magnitude IUnit Iternl Start End I Start End I -------------- -------------- ------------ I---I--------I---------I----- Dead Dead Full UDL 50.0 plf Snow Snow Fu11 UDL 250.0 p1f SUGGESTED SECTIONS that PASSED the CODE CHECK: I Species I P1y-bxd I Axial I Bendingl Comb'd I Shear I Disp./ Grade I in I fc/Fc' I fb/Fb' I I fv/Fv' I Allow. I--------------I-----------I-------I--------I--------I-------I-------- Hem-Fir 1 No.2 2- 2x6 0.59 0.34 0.43 »For more detailed output, select a Suggested Section from the Data Bar.« DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1.