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. .�. . . . _ . . . <br /> iNRITiEN DIMEN510N5 ON THIS DRAWIN6 ��A1-L HAVE PREGEDENGE OVER SGALED DIMEN510N5. ' . <br /> GONTRAGTOR SHALL VERI�Y ALL DIMENSIONS,GONDITIONS,ETG.PERTAININ6 TO THE WORK <br /> BEFORE PROGEEDIN6. THE OWNER MU�I BE NOTIPIED OP ANY VARIATIDNS Fi20M THE <br /> DIMENSIONS AND/OR GONDITIONS SHOW11�N THESE DRAWINGS. ANY SUGH VARIATION SHALL BE <br /> RESOLVED BY THE OWNER PRIOR TO PKOGEEDING WITH THE WORK,OR THE GONTRAGTOR SHP�L.L <br /> AGGEPT PULL RESPONSIBILITY FOR THE GOST TO REGTIFY SAME. <br /> TRUSS NOTES <br /> ALL TRU55�5 SHf�LL Hf�VE <br /> I. STRESS ANALY515 AND DRAWINC�S/D�TAILS <br /> STAMF'ED BY f� STATE KEC�ISTERED �NC�INEER. <br /> 2. MANU�AGTURER'S 5TAM1' ON PRE-MANU�AGTURED . <br /> TRUSSES. <br /> 3. BRIhGED TO Mf�NU�AGTURER'S SPEGI�IGATIONS. <br /> 4. STRESS ANALY515 AND D�TAILS SHALL BE <br /> SUBMITT�D TO BUILDIN6 D�PARTMENT �OR <br /> APPRO�/AL AND SHALL BE KEPT ON SITE �OR <br /> �R,4MING INSPEGTION. <br /> 5. TRU55�S WILL NOT BE �IELD ALT�R�D WITHOUT <br /> PRIOR BUILDING DEPA�RTM�NT !-�PPRO�/AL OR <br /> ENGINEER GP�LGULATIONS. "``r�� <br /> �r �s.:...�._� <br /> ��J � � �dE(""(�t���e i <br /> 6. ALL TRUS5E5 SHALL HA�/E SIMPSON H-I GLIPS AT ��� � � ,�a;Tr�?� � <br /> ENDS, EVERY OTHER TRU55, 48" O.G. WHER� END � � <br /> � � <br /> �� <br /> TRU55E5 ARE PP�RALLEL WITN WALL U5� � . <br /> SIMPSON L30 � MID-SPAN. ; �'�"�7 a�" ���`��`4=� <br /> �r-,�� ��:2.., ,t�.>�r.,�,.... <br /> 7. U5E 51MP50N 5TG GLIPS � ALL TRU55�5 O�/ER �53���� �� �'��ay'�„�;��:���`t t <br /> NON-BEARING WALLS. ���� . <br /> _ ,�.F��,,,,,��,� <br /> D.S. <br /> 8. TRU55E5 SHALL BE LEC�IBLY BRANDED WITH <br /> RB-I 4x10 D�#2 MANU�AGTURERS NAME, DE51GN LOADS, AND <br /> R�QUIRED SPAGIN6 WITNIN 2'-O" O� THE GENT�R <br /> - - SPAN ON TH� BOTTOM GHORD. <br /> � <br /> � <br /> RB-3 3%e"x�i" G.L.B. RB-2 3%8"xa" G.L.B. q. TRUSSES TO BE NON ATTIG STORAGE TRUSSES. � <br /> Mf�XIMUM SPAG� ABO�/� THE BOTTOM GHORD N <br /> - - TRU55 TO B� L�55 THAN 42" HIGH AND 24° �� � . <br /> WID� LOGAT�D IN TNE F'LANE OF THE TRUSS. � � N <br /> � <br /> ROOF �R,4M I NC� NOT�S � � o <br /> I. GUT RA�T�R TAILS TO MATGH 2x TRUSSES. � <br /> � U � o <br /> 2. GONN�GTORS SHALL B� ENGINEERED BY V �T� ✓ N <br /> TRUSSES MANUFAGTURER. O E�L{ Q � <br /> N <br /> 3. ROOF PITGH SHALL BE 6:12 UNL�55 NOTED �"� � <br /> � OTHERWIS�. �� ` `� <br /> � � H � <br /> O 4. US� SIMPSON H2.5 GLIPS � 48" O.G. AT �NDS OF � C <br /> �� TRU55E5 AND RAFTERS. � F� �, � <br /> � U � � <br /> � � 5. USE SIMP50N L30 GLIPS TO GONNEGT TRUSS�S • <br /> D.S. AND/OR GEILING JOISTS TO PERPENDIGULAR � � � <br /> I� �n�l � WALLS AT MID-S�GTION. � <br /> `� p 4: 12 � <br /> I ��� I �J5 6. US� SIMPSON STG GLIPS AT NON-BEARING WALLS. �, °O <br /> ���� N � � W <br /> � � �1. 2x8 RP��T�RS � 24" O.G. / 2x8 G�ILINC� J015T5 � � <br /> � 24" O.G. TYPIGP�L UNLE55 NOTED OTH�RWISE. � <br /> (MAXIMUM SPAN = 13'-�1") �-' <br /> 8. PROVID� DOUBLE RA�TERS UND�R DORM�R <br /> GRIPPLE WALLS UNLESS NOTED OTH�RWIS�. <br /> a. MINIMUM 8'-O" SPLIGES AT BUILT-UP HIPS AND <br /> �/ALLEYS. NAIL TO6ETHER WITH 2 ROWS O� 16d <br /> NAILS � 6" O.G. (O�/FR �RAMINC�) GONTINUOUS. <br /> 10. ROO� FLA5HIN6 SHALL B� PROVID�D AND <br /> RIDG� GOMPLY WITH 2O12 IRG, SEGTION R�103.8. � <br /> LEGEND: � <br /> � � � <br /> B�ARIN6 WALL O ,r(\ � <br /> � V�� <br /> � _ �LOOR LINE B�LOW ^, <br /> d- � MULTIPLE 2x STUDS � POINT LOAD <br /> � � � � <br /> N � �� � <br /> " INDIGATES 2x6 OVER FRAMING � <br /> � � � MAXIMUM SPAN UNSUPPORT�D � � � <br /> �tl - AT 24" O.G. = q'-�" � <br /> � �D AT 12" O.G. = 13'-�1" � � <br /> m O �•S• DOWNSPOUT � � <br /> � u � <br /> � Q � R61 ROO� VENT � <br /> �4: �2 � � ❑ 4x4 POST AT 61RDER TRUSS�S � � <br /> .ox AND ffllP MA5T�R5 OR {� , <br /> �T� USE (3) 2x6 � V � <br /> �� �� ° � � � <br /> �V SHE�-4R NOTE: � � � � <br /> � 5�E SHEET LI FOR SHEf�R WALL v r (� <br /> NAILINC� SGH�DUL� � DETAILS � v� � <br /> � <br /> �J: I2' �J: SH��4R L�GEND: � <br /> n — — Q <br /> RB-5 4x10 DF#2 �'���� INDIGATES SHEAR WALL <br /> � RE��R TO SGH�DULE <br /> date: o8-zo-I� <br /> permit: <br /> � � �DENOTES HOLDOWN LOGATION; revis ions: <br /> A+ � 5EE PLAN �OR TYF'E I O-O I-I�v <br /> �+y� � o bQb(�� — — — — —�S�'A�' ��--DENOTES STRAP LOGATION; <br /> �e� GI ER TRUSS ST� %"xl2" 6.L.B. � SEE PLAN �OR TYPE IO-24-I3 <br /> �ze-4 5 8 I I-06-I 3 <br /> INDIGATES 3x �RAMING MEMBERS; 12-06-13 <br /> PRE. M D. TRUSSES 4" O.G. ��✓x� MUD SILL's, f'LATE's � STUDS � EDG�S <br /> �+a�,� _ -O R - o�+� D.s. <br /> Qo _ � _ s <br /> GIRDER G LE END TRUS� <br /> ROOF VENTILATION GALGULATIONS� <br /> � � <br /> v 0 ROOF VENTS BASED ON IRG SEGTION R806 <br /> Q _ / ROOF AREA = 2,5q8 SF <br /> � - <br /> PRE. MFD. USSES � 24�� �.G. } � � VENTILATION 2,S�i8 5F X 144 51l300 <br /> � � REQUIRED: = 1241 51 <br /> SPAN= 20'- " RUN= 6'-O" drawn b SD <br /> 8055� 36" MIN.ABOVE EAVE = 991.6 51 G I'1 G G�Ge�.blJ C7� <br /> 20% AT EAVE = 249.4 51 J' <br /> D.S. — - - — D.S. 20 ROOP VENTS AT 50 51 EAGH = Ip00 SI � <br /> 4x 12 D�#2 20'-O" LONG ����T <br /> 41 LF OF EAVE VENT� 7.068 SQIN/PER BAY = 28q.788 51 <br /> (BASED ON(3) 2" dia. HOLES PER BLOGK) <br /> EVERY OTHER TRU55 BAY TO HAVE BIRD BLOGKIN6 <br /> TOTAL VENTING � 36"(MIN)ABO�lE EAVE = Ip00 51 � � <br /> TOTAL YENTING � EAVE = 28q.788 51 <br /> TOTAL 5Q IN OF VENTING PROVIDED = 1,289.188 51 O� <br /> �I �I � � <br /> �OO� � ��� I I �� ��� I � <br /> SEE G�N�R�vL NOT�S SGP,LE: I/4" = I'-O" <br /> Gurrent � <br /> 20I� <br /> D?.WSON L?.N� <br /> M.4Di�ON?. fi.�� <br /> ���� �� �°�����m� � <br /> ��`�91����� ���� ������ I <br /> � � <br />