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d <br /> �4 B E D g p � <br /> ���FSS I�O I ��7: ;, � EXISTH <br /> I, tRUgB PROFILES SNOUJN ARE SCHEMATIG AND ARE FOR REFERENCE ONLY. � <br /> tRUSS MANUFACtURER t0 LOCATE lUEBB ,48 REQUIRED FOR DESfCsN. � <br /> in <br /> 2. ROOF tRUSSES SH,4LL BE DESIGNED Bl' AN ENGINEER RECsIStERED IN tNE <br /> ' � StAtE OF WASNINCstON AND PABRICAtED IN ACGORDANGE WItH SECtION <br /> 2303.4 OF THE IBG, UgINC: DOUCsLAg FIR-LARCN OR HEM-FIR MEMBERS. � <br /> 0 <br /> 'y <br /> 3. tR1.155 MANUFACtURER/GONtRAGtOR TO 1/ERIPY ALL TRUSS LENGstHS IN THE � <br /> 2 FfELD PRIOR t0 PA�3RIGAtION. ROOF AND CEILINCx HEICxHtS, SLOPES, 8tEP8 22,-2„t= O.N. <br /> IN ROOF ANp RfDCxE, ETC. ARE t0 MATGH EXIStING CONDItIONg AND MAY BE �•N• MAtGN <br /> REFERENCED IN THE UNDAMACsED AREAS At tHE SITE UNLE88 NOtED MAtCN EX187. <br /> OtNERWISE ON tNE PLANS. EXIST. <br /> tfi�1�55 �'RO�I L� t- 1 � z <br /> 4. MEMBERB SHALL BE OF THE MINIMUM SIZE SHOU�! ON TNE PLANS OR LA1�CxER I/ERIFY ALL DIMENSIONS <br /> Ag IQEQUIRED BY tRUSS DEvIGsNER °'C���' ����� ' ��'��� ANp SLOPES IN �IELD <br /> �� PRIOR t0 FABRICAtION, r <br /> �� 5. ALL TRUSS PLATE5 SHALL BE IBC APPR01/ED AND DESICsNED t0 tRANSMit REFERENCE TRUSS NOtE 3 � <br /> 1?>0�a OF THE MEMBER LOAD DEtERMINED BY tHE tRUSS ANALY518. TI-IE � J <br /> � HEEL CONNEGTIONS SHALL BE DESIGNED CONSIDERINCs tNE EFFEGtS OF B D <br /> EGCENTRfC LOADINCs. tRU85 PLAtE5 SI�ALL BE INStALLED ONTO CNORD � � � .� <br /> Q MEMBERS SO tHAt A MINIMUM OF I I/2" CONtINUOUS GONtAGt WIDTH BE °' Q � � Q > <br /> C f\ C � Y � <br /> NEUJ ROOF PROYIDED FOR 2x4 CHORD MEME3ER8, �4ND 2" CONtAC7 FOR �x6 CHORD � � o � � � $ � � <br /> � � MEMBERS. tHE CONtACT AREA OF A PLAtE SHALL NO? INCLUDE AREA OF A <br /> s��RAMINCs I � � X � O WEB OR GHORD MEMBER LOCAtED WITHIN 1/2" OF THE END OF tHAt MEMBER. N <br /> � t_� W � 6. PROVIDE tRUSS BRACINCs AS REQUIRED B1' THE tRUSB MANUFACTURER ,4ND �S,�'N ��� <br /> REF. StRI.IGTURAL � tNE IBC. 12 M �� � �--N <br /> NOtEB ( � MATCH ,� � �� €��� <br /> t'� 'f. REStORE ANY tRUSB BRAGINCx REMOYED AS A RESULT OF REPAIR IN AREAS EXISt. 0 < ^'-^ <br /> 3 — IUHERE tRUSSEB ARE TO REMAIN. ,;� � � ���' <br /> ( r-i �'� � <br /> HS-I 8• PROVIpE PREMANUFAGTURED tRU55 BLOGKING AS INDIC�4tED ON tNE g �. <br /> _ PLANB. REFERENCE PL�4N5 AND DEtAIL5 FOR tRU55 BLOGKINGs. TRU58 � �� <br /> � , � BLOCKfN�x REQUIRED �4t EXtERIOR SHEAR UJALLS AND PERPENDICUL�R � <br /> —1 I I SHEAR WALLS. <br /> HS-2 � <br /> � �tp�\ �+gy� � I I I 9. PROVIDE ADDITIONAL tRU58E8 UJItN DIAGsONAL IUEB MEMBERS AT EAGN �� -� '} MA CN � <br /> 2 '1� '� I PARALLEL SHEAR IUALL AND 1/ERTIC,4L U1EB8 IN Apf�ITION TO DIACsON,4L EXIST. <br /> I I UIEB MEMBERS FOR tRUSSES USED ABOvE lUNit) SEPARAtfON WALLS. <br /> 10, tRU88 MANUFAGtURER t0 PROYIDE YERtIGA� WEBS At CxABLE END WALLB. ���v�� �"�SS f-1`►��L� C�S� �� �� A�� DIMENSION5 C��� •� <br /> ( SCALE: I/� ■ 1 0 ANp BLOPES IN FIELD •� � �Q <br /> � i= il. EACN tRU38 SHALL BE PERMANENtI.Y MARKEp ON tHE BOttOM GNORD, PRIOR t0 �ABRIGAtION l,�.� � O <br /> -' I � GIvING tI�E MANUFACtURER'S GOMP�NY NAME, tHE DESICxN LOAD, AND tHE RE�ERENGE tRUSS NOtE 3 "''i <br /> SPACINCa OF tNE tRU88E8. '� a„� � <br /> 12. tNE TRUSS MANUFAG7URER SHALL SUBMIt SNOP DRAIUINGB AND IBC <br /> B D � � � <br /> 1/ERfFICAtION OF ALLOWABLE StRESSEB OF TNE tRUSB PLAtEB t0 THE �.'.,� Cj <br /> 5 g ENGINEER AND BUILDINCx DEPARTMENT FOR REYIEW PR10R t0 FABRICATION. �� <br /> � 13. tRU58 MANLlFACtURER t0 GON5IDER A7tIG LOADINC; PER GHAPtER 16 OF �I <br /> tHE IBC. �'y <br /> � � � ^ <br /> �Q Jt-1 � 14, tYPICAL tRUSS LOADS: <br /> W � tIC DL CtOt,4L) 15 PSF 12 MAtCH ;, <br /> -� � �7 LL (SNOUJ) 25 PSF � EXIST. - <br /> q� X � LL l AtTIC) 10 OR 20 P°.� l PER tABLE 16�'1.1, NOTES I t J IN IBC) 0 �" <br /> � W <br /> � w �. `' r�- <br /> w �4'�{�� r'� <br /> EXISt. ROOF FRAMINC: y� <br /> �� � .�o <br /> 22'-�"t* O.N. � � � <br /> AND ROOF BHEAtNINCs MAtGH pa o <br /> t0 REMAIN L������ EXISt. ,,�, .p� � � <br /> � <br /> �:00� � ',41"�I NC� PL�41�1 � t �}-� I pp : �'� `�s <br /> SC�4LE: I/�" • 1'-m" �� ROOF SHEAtHINCs REF. ��_�5� 1 1 I�.�FSS I— I���L� C�S��� �- � <br /> � �/ERIFY ALL DIMENSIONS <br /> StRUC'fURAL NOtEB CALE: 1/� ' ■ 1'-m" <br /> ,4ND SLOPES IN FIELD <br /> PRIOR TO FABRICAtfON, <br /> REFERENCE TRUSB NOTE 3 �� <br /> B � <br /> � � � <br /> Z � � <br /> � YARIES � � O <br /> .-� 1� � � <br /> ,,;�, <br /> EXISt. ROOF PANEL E�CsE NAILINCx MATCH � ,�%��� � � � <br /> SNE�4tNINCs � RE�• StRUGtURAL NOTES EXISt. ;;;%'� � ....1 � <br /> ROOF SHEAtNINCx. � � ^ <br /> REF. gtRUCtURAL NOTES � <br /> � � <br /> ROOF SNEATHINC� <br /> ROOF OVER PR4MINCs O.N. 8�'���t' � � <br /> REF. StRUGtURAL NOtEB MAtGH � � <br /> PANEL EDGE NAILINGz EXISt. +, O O <br /> C � <br /> 2x BLOCKINCs W/ ROOF SHEA7NINGrt. � �/ � Z <br /> 5CREENED vENt REP. STRUCtURAL NOtEB J�C� I fi�USs �'RO�I L� C J t� �� 1 ER FY ALL D IMENSIONS <br /> HO�ES AS REQ'D � <br /> EX18T. CsIRDER SCALE: I/4" ■ I'-0" AND SLOPES IN FIELD <br /> PRIOR t0 PABRICAtION, <br /> t�sg REFERENCE TRUSS NOtE 3 N � <br /> 1�. � <br /> PRE-MANU�. ROOF S .� � <br /> tRU58 PER PLAN � � w <br /> SIMPSON RBG ROOF TRU88E8 PER PLAN <br /> OI/ERHANC� BOUNDARY GLIP At EA. 1/ARIEB Z <br /> REF. PLAN BLOCKING �U <br /> SIMPSON NI tIE At EA. ' Q � <br /> PREMANUF. tRUSB TRUSS HANCxER PER MAtCH �� ��%��� � ci <br /> M�4NUFAGtURER � � � <br /> EXISt. 2x StUD UJALL <br /> ExISt. , ;;- � � � <br /> .� � � <br /> - w <br /> . � <br /> Z � � <br /> �u a � <br /> a a � � � <br /> s��t�o� s����o� <br /> SCALE: 3/�" = I'-0" SCALE: 3/4" = I'-0" O.N. °U' � � r <br /> MATCH 2�_0��t. ° � -- � <br /> EXiSt. NOtE: � u- <br /> YERIFY ,4LL DIMENSIONS <br /> AND SLOPES IN FIELD <br /> J�4GK �i�I�SS Pfi�O�I L� C J t�2� PRIOR t0 PABRIGAtION, <br /> BCALE: 1/4" ■ I'-0" REFERENGE tRUSS NOtE 3 <br /> � <br /> ALL INFORMAtION ON TNIS DOCUMENt <br /> IS THE ExGLU81VE PROPERTY OF � <br /> PACIFIG EidCsiNEERINrs TECHNOLOC�sIEB, ING. s <br /> O GOP1'RIC�HT 2017 `� <br /> 4/28/2017 <br /> 17093.wd,s4.dwg <br /> 0 0. 1�(�93.(d0 <br />