6200 12TH DR SE 2017 Plans 2022-12-12

sa e��G c y� �� ti: ��:_ � 2x BLOCKING EA. SIDE � 8tl (� 6"oc � (5)8d EA. BLOCK � �� ' � ' ' �� . � -�� 4 G � �:� �� `� � „ 2x OUTRIG ERS � NAILING PER 2 16d EA. TOP CHORD �d C� 6 oc • LAID FLAT C� 16"oc �� ' FULL DEPTH 2x BLKG. , omit � sim. 8d � 6"oc �I SHEARWALL SCHEDULE (typ) (may be drilled for INTO BEAM „ per arch. � �� venting) 8d C� 6 oc ( ) (2'-0"max) NOTCH TO LET 16d � 4"oc 8d C�? 6 oc SPECIAL TRUSSES & OUTRIGGER ROOF SHEATHING z�z4 Third Avenue-Suite�oo-Seattle,WA g8�z� p: 2o6.443•62�z ssfengineers.com 2x6 NAILER BLKG. W/ � SHEATHING PER PLAN FULL-DEPTH 2x BLKG. ______---- STICK FRAMED ROOF THRU PER PLAN (2)16d C� 6"nc FASCIA PER ARCH. � = CONTINUES (� SIM. 934 Broadway- Tacoma, WA g84oa —� 4 8d INTO EA. BLOCK p� z53•284•947o ssfengineers.com �� �— ' -- FASCIA PER Co ri ht 2017 Swenson Say Faget-All Ri hts Reserved ` PY 9 9 JOIST DIRECTION AND ARCH. (2)16d THRU , SHEATHING PER PLAN ----. OUTRIGGER , � :o: � �� . � „ BEAM PER PLAN GABLE END TRUSS .�= LTP4 C� 24 oc �� SHEATHED TO MATCH , n� ; T SHEARWALL BELOW FULL-DEPTH 2x � �� r � , ' �- _��. P er arch. BLKG. C� 32 oc � � � � �. - �� PRE-MANU�ACTURED � �' CONT. END TRUSS PER 2 16d EA. TRUSS �� T¢V � � ) SOFFIT BEAM PER PLAN — � %� SES �9 31728 ,� TRUS PER PLAN � �' MANUF. �i. �� _.� � li i � � � _ H1 CLIP EA. TRUSS _ 16d C� 6"oc `�'�I�� �i WHERE JOISTS ARE �� PERP., PROVIDE I�I � ITS HANGER � RIM — �Ravvrv: (2)16d THRU END TRUSS �� H1 EA. TRUSS SHEARWALL PER PLAN 2x NAILER � ' � INTO EA. TRUSS HEEL i� H10A C� SIM. �Esi�N: E 0SS � ) WHER J I T ARE HANGER PER PARALLEL, PROVIDE JRC TRUSS MANUF. TJI BLOCKING (� 48"oc TSP EA. STUD, �ILL CHECKED: • HEADER BEAM �A � ALL NOLES W/ UPTURNED BEAM PER PLAN 10d x1�j2" APPROVED: ABB PER PLAN FOR CALLOUTS FOR CALLOUTS IN COMMON IN COMMON SEE 12/S4.4 SEE 12/S4.4 �: l�ru�� c�t �I��r vv �J�'s �` - � � � ) ��i�r ��r��r�r�� `�c�ll vv/c� �r�c� REVISIONS: 8d � 6"oc 8d C� 6"oc FULL DEPTH BLOCKING SHEATHING PER PLAN A35 PER SHEARWALL TO RECEIVE NAILING SCHEDULE (may be drilled for venting) FULL-DEPTH 2x BLKG PANEL EDGE NAILING OF ROOF SHEATHING `� 8d � 6"oc (5)8d INTO EA. SHEARWALL BELOW PER PLAN - __ , 2x4 OUTRIGGER BLOCK/OUTRIGGER STRUCTURAL FASCIA �s� LAID FLAT C� 24"oc A35 EA. OUTRIGGER PER PLAN � �— LTP4 C� 24"oc FASCIA PER ARCH. � �\ H1 EA. RAFTER " �, ' RAFTER PER PLAN per arch. ! DPD: � FASCIA PER ARCH. �- �, �. I�� - FULL DEPTH BLOCKING s� �, ' I ma be drilled for ventin o�� ' . ' PRE-MANUF. TRUSSES ''�, SHEATHE AND NAIL �! � y g} PER PLAN CONT. END TRUSS PER er arch. TRUSS TO MATCH MANUF. 2x BLKG. P SHEARWALL BELOW - NAILING PER — RAFTERS PER PLAN �: SHEARWALL SCHEDULE �� A35 PER SHEARWALL ,$� ., NAILING PER SHEARWALL � �� FULL-DEPTH 2x BLKG. C EDULE ' �� per arch. — OUTRIGGERS � 24"oc J SCHEDULE S H i� HEADER/BEAM PER PLAN ,� __ PRE-MANUF. TRUSS _ (24 max.) , (2)16d THRU END TRUSS (2)16d TOENAILS THRU INTO EA. TRUSS HEEL �� PER PLAN • EACH BLOCK �� SHEARWALL PER PLAN SHEARWALL PER PLAN H1 EA. TRUSS HEADER/BEAM PER PLAN SHEARWALL PER PLAN HEADER/BEAM TSP EA. STUD, FILL PROIECT TITLE: PER PLAN ALL HOLES W/ 10d x11/2" E�r�r��t S�� S�tr��ts �; S�pport�v� H��a�ing :L �; - f,� 6200 12th Dr. S.E. Everett; WA 98203 . y Ext��i�r ��ari� 0�''��I E��ric�r ��r�Y��rir� i�V�ll �h��rw�i9 Ext��i�n T�r� `�rus� t�� h t�r��l�l �� tr�s� R�is�� H��I Ex��ri�r 6��rin �1�11 � � � �� ) 9 ARCHITECT: �: 2x LEDGER TO MATCH �� `� �d (� 6"oc RAFTERS W/ (2)SDS�/4x4�/2 �� :_ , SCREWS INTO EA. TRUSS 8d � 6"oc 2(1V1fOf1C11211ta� PANEL EDGE NAILING � 24"oc OF SHEARWALL BELOW FULL DEPTH BLOCKING SHEATHING PER PLAN • - 2x BLKG. TO RECEIVE A35 EA. TRUSS TO RECEIVE NAILING �omrnur�ity DeSi�rl Center � PANEL EDGE NAILING (may be drilled for venting) 402 15th Avenue East CORRIDOR RAFTERS & Seattle WA 98i12 . ----- » --- , 8d C� 6 oc = SHEATHING PER PLAN � -- SHEATHING PER PLAN STRUCTURAL FASCIA ___------- — PH 2O6.329.8300 i _ — ;s �I', _-- - PER PLAN j SHEARWALL PER PLAN — FX 206.329.5494 » II .� PANEL EDGE NAILING issuE: E FULL DEPTH BLOCKING � %� 8d C� 6 ac , ; - LTP4 � 24"oc ma be drilled for ventin ;- I'� � �� rr�� • , � Y 9) / � per arch. � � R AFTER PER PLAN 2x BLKG. , I . FLAT ROOF � SIM. � I� CONT. END TRUSS PER ' ��S�r�� MANUF. " FASCIA PER ARCH. SHEET TITLE: ' H1 EA. RAFTER — SHEATHE AND NAIL A35 PER SHEARWALL ' �i PRE-MANUF. TRUSS S TRU S TO ATCH , M SCHEDULE T 1�{�� 2 16d T RU ! i� �� H END TRUSS Yp HEADER BEAM PER PLAN � � PER PL�1N � TRUSS PER PLAN SHEARWALL BELOW . NAILING PER — INTO ER. TRUSS HEEL i� �J��,d ��-�� , g er arch. H1 EA. TRUSS SHEARWALL SCHEDULE P I II'� a 2x6 LEDGER W/ (3)16d '� (H10A � SIM.) ��tq!�S TO EA. STUD (16"oc max.) , PRE-MANUF. TRUSSES , PER PLAN HEADER BEAM � �� SCALE: SHEARWALL PER PLAN �� I I TSP �A. STUD, FILL 3/4" - 1'-0" U.N.O. � �� PER PLAN SHEARWALL PER PLAN ALL HOLES W/ DATE: ' 1 » 10d x1 2 Jan ar 2 / u 6 2018 f�-- Y , P ROJECT NO: 00306-2016- 7 , � 0 SHEEI-N0: Ext�rior ��rin ��11 Tru�s�s ��r�ll�1 t� xt�ri�r V�all Sh��rv�r�ll xt�n�i�� T�ru Tru�� r . �c� �ru�� ° ° ti� 9 p (p p � ��s�d ��I �xfieric�r ��-'ng V�/all N0: OF SHEETS: