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WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PREGEDENGE OVER SGALED DIMEN510N5.
<br /> GONTRAGTOR SHALL VERIFY ALL DIMEN510NS,GONDITIONS,ETG.PERTAINING TO THE Y�{ORK
<br /> , BEFORE PROGEPDIN6. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE
<br /> DIMENSIONS AND/OR GONDITIONS SHOWN ON THESE DRAWINGS. ANY SUGH VARIATION SHALL BE
<br /> RESOLYED BY THE OWNER PRIOR TO PROGEEDING WITH THE WORK,OR THE GON"fRRGTOR SHALL -
<br /> AGGEPT FULL RE5PON51BILITY POR THE G05T TO REGTIFY SANfE.
<br /> 251� RE61 R�
<br /> � A EGT
<br /> . � 6ARY THOMAS N.45#-I ' �
<br /> � TATE OF Y`lA5#iI1V6T0 � '
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<br /> 8'-O" 6'-5" 17'-2° 28'-6" I�'-2" 28'-6" I�'-2" 28'-6" 17-2 2�-3 S-0 � � � r .
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<br /> TRU55�5 TRU55E5 � 24" O.G. � 24" O.G. � 24" O.G. � 24" O.G. � 24" O.G. � 24" O.G. � 24" O.G. � 24" O.G. T R U 5 S E 5 ( 1 W
<br /> � 24" O.G. � 24" O.G. � 24" O.G. � � �
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<br /> � ATTIG - AII � P�GGESS � � � GIRD�R I AII �
<br /> � Q � � � � f�GGE55 � � lu � - - - -- -- 1 --
<br /> � �\ I N �I P` ��r �� INS � WS p� <�r p� q� ��rG� �'-4�� q� INS � WS � q� HIP MAS R_y _ � �
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<br /> HIP MASTE � �U _ HIP MASTER � HIP MASTER � _ _ HIP MASTER _ 6 � O
<br /> � b-�� � �2 - - - 12 , L2 12 12 12 12 L2
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<br /> a� Q�`r �5 M�D. MON '�`�� cv h��,o ��4 cy y�'� M�D. MON �`�e cv 'S'�'° M�D. MON N ' Q�� O f(� o � -
<br /> N - M�D. MON - � S cV �
<br /> 1.� � TRU55ES �� cV TRUSS� I I _ V/ �
<br /> � -rr�zuss�s I i I N �ussEs I I � �__ � �
<br /> � _ � �� �
<br /> �F-� N � 24" O.G. l _ - -- -- � � 24" O.G. �_ � � 24" O.G� � 24 O.G� � >
<br /> -- -J�L� � - �- - -l1�- � -------- - � - -------- u� � �- �
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<br /> MFD. Hli' JAGKS M�D. HIP JAGKS O � � �
<br /> � 24" O.G. � 24" O.G. � � � �
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<br /> 18 OVERHANG, TYP � �
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<br /> TRUSS NOTES iZOOF �R�'.MINC� NOT�S L�G�ND: � r(� �
<br /> Table Z: �1�i��'� F���f°���at�r�� Table 1: t3nit��-9 f��aaf�larttin ALL TRU55E5 SHALL HAV� I. GUT RA�TER TAILS TO MATGH 2x TRUS5E5. � BEARIN6 WALL �"A �
<br /> ROOF VENTING CALCULATIONS ROOF VENTING CALCULATIONS +� p � �
<br /> RoofArea: ��7 sq.lft. RootArea �7^�;sq./ft. I. 5TRE55 ANf�LY515 AND DRAWINC�S/D�TAILS 2. GONN�GTORS SHALL BE �N61N�ER�D BY FLOOR LIN� B�LOW �
<br /> _ _�.__. .n_ ..._.�_.. _.__ F . _ � �
<br /> � � �Ventiiation Required: 567 sq.lft.x 1�14 sq.lin.1300 ��,'��,sg�n, Ventilation Reqwred: 572 sq./ft.x 144 sq.lin.1300 `;�27a.56&q;�d:`.; STAI"iP�D BY f� STRT� 1�6�S�R�D ��C7�N��R. T{ZUSS�S �"�f�?���f��il�UR�R. r(1
<br /> ��%; At 36"minimum Abrne Eave(max 80%) 136.Q8 sq/in. ��`/� At 36"minimum Abrne Eave = 737.28 sqJin. �� MU�T�P�� 2X STUDS � POINT LOAD --� W
<br /> ,��f� !At Ea�.es = 136.08,sq./in, ���/g ;At Ea�,es = 137.28 sq.lin. 2. MANUFAGTURER'S STAMP ON PRE-MANU�AGTURED 3. ROOF PITGH SHALL BE AS NOTED. � N�
<br /> �3 ',Roof Jacks @ 50 sq./in.Each = 150`',sq.lin. '� Roof Jacks @ 50 sq.lin.Each = 150'!sq./in. TRUS5E5. I NDIGATES 2X6 OVER FRAMIN6 L � �'
<br /> 4. U5E 51MP50N H2.5 GLIPS � 48" O.G. f�T ENDS OF Ml�XIMUM SPAN UNSUPPORT�D �
<br /> � ',Standard Comp Ridge Vent @ 17 sq./in.�E = 0 sq.lin. £3 Standard Comp Ridge Vent @ 17 sq.fin./If. = 0'sq./in. 3. BRAGED TO MANU�AGTURER'S SPEGI�IGP.TIONS. TRU55E5 AND RA�T�RS. AT 24" O.G. _ �1'-7"
<br /> �1 Metal Roof Ridge Vent @ 29 sq.lnJlf. 0 sqJin. �# Metal Roof Ridge Vent @ 29 sq.ln.11f y - 0 sq./in. f�T 12" O.G. = I�'_7'�
<br /> �,.,,.. .< .
<br /> �s side RootHalfVent @ s.5 sq.�n.�if - _ 0 sq.Iin, � side RooPHalfVent @ 8.5 sq.tn.11E = 0 sq.lin. 4. STRE55 ANP�LYSIS AND DETAILS SHALL B� 5. USE SIMP50N L30 GLIPS TO GONNEGT TRUSSES
<br /> �� Lineal Ft of Eave Venting @ 3.3 sq./in.11f. = 148.5 sq.lin. �� "Lineal Ft of Eave Venting @ 3.3 sq./in./If. = 149.5 sq./in. SUBMITTED TO BUILDING DEPARTM�NT �OR AND/OR G�ILI�1G JOISTS TO PERPENDIGULAR date: �7-I S-I S
<br /> O D.S. DOWNSPOUT p e I^I'1'11 t:
<br /> (�3)2"dia.No1es per b/ock @ each bay] j(3)2"dia.t-ioles per block @ each hay] APPRO�/AL AND SHf�LL B� KEPT ON SI TE �OR WALLS AT MI D-SEGTION. t^ .P�V I S I O I'15:
<br /> „ _.. ._�_. _._ . ... _... .
<br /> � 'Lineal Ft of Eave Venting @ 1.65 sq./in.11f. = 0 sq./in. � Lineal Ft of Eave Venting @ 1.65 sq.fin./if. = 0 sq.(in. FRAMIN6 INSPEGTION. RF�I ROO� VENT �-I (_I� ���I S I O�
<br /> '((3)2"dra.Holes perblock�alE. bays] 1(3)2~dia.Ho1es pe�block @ alf.bays) 6. US� 51MPSON 5TG GLIPS AT NON-BEARIN6 WALLS.
<br /> � Continuous Soffit Vent @ 10 sq./in./1E = 0 sqJin. �7 Continuous Soffit Vent @ 10 sq./in./If. = O sq.lin. �. TRUSS�S WILL NOT B� �I�LD ALTERED WITHOUT 4x4 P05T AT C�IRD�R TRUSSES I I-�J-I� ����S���
<br /> t� (12 in.x 12 in.}x 70� = o s .lin, PRIOR BIJILDIN6 D�PARTMENT l�PPRO�/AL OR 7. 2x8 RAFTERS � 24 O.G. / 2x8 G�ILIN6 JOISTS P�ND HI IP MASTERS OR
<br /> C} Gable End Vent �12 in.x 12 in,}x 70°/u = O,sq.lin. Gable End Vent ° q � �2-22-I 5 R��/I 51 ON
<br /> q Cupola Vent (30 in.x 32 in.}x 45°� = o:sq.lin. �u61NE�R GALGULATIONS. � 24" O.G. TYPIGAL UNLE55 NOTED OTH�RWISE. O R' U5� (3) 2x6
<br /> � IGable End Vent (12 in.x 24 in.}x 70% - O sq.lin. _ _ _ (MAXIMUM SPA� = 13'-1") `S�
<br /> � 'Gabie End vent {18 in.x 24 in.j x 70% _, O,sq.lin. C� Gable End vent (ie in.x 24 in.)x 70°6 = o sq.tin: 6. f�LL TRUSSES SHALL HAVE SIMPSON H-I GLIPS AT
<br /> Q ;Gable End Vent '(24 in.x 24 in.)x 70°� = O sq./in. �� �
<br /> � 'Gable End Vent (24 in.x 24 in.)x 70% = 0 sqlin. ENDS, EVERY OTHER TRUSS, 48 O.G. WHERE �ND 8. PROVIDE DOUBLE RA�T�RS UNDE}Z DORMER S1-fE�cR NOTE:
<br /> Total Venting�36"(min.)Above Eaves = 750,sq.lin.
<br /> Total Venting @ 36"(min.)Above Eaves = 15o sq.lin. -- -- -- TRU55ES ARE PARALLEL WITH YVALL USE GRIPPLE WALLS UNLESS NOT�D OTHERWISE.
<br /> Total Venting @ Eaves ! 148,5 sqJin
<br /> 'Tota�venting@Eaves 1as5sqlin. SIMPSON L30 � MID-SPAN. S�E SHEET LI �OR SHEAR W,4LL
<br /> � � � � � � TOTAL SQfIN.�OF VENTING PROVIDED ���5.,sqli�� TOTAL SC,I..lIN.OF VENTING PROVIDED �`�98�s�1:���� � � NAILING SGH�DULE � DETAILS �
<br /> Q. MINIMUM 8'-O" SPLIG�S AT BUILT-UP HIPS AND
<br /> �. US� 51MPSON STG GLIPS � ALL TRU55E5 OV�R VALL�YS. NAIL TOGETHER WITH 2 I�OWS OF 16d
<br /> NON-B�ARING WALLS. NAILS � 6" O.G. (OV�R FRAMIN6) GONTINUOUS. SI-IE�-4R L�C��ND:
<br /> 8. TRUSSES SHALL BE LEGIBLY BRAND�D WITH 10. ROOF FL/�5HIN6 SH�LL B� PRO�/IDED AND PI-6° INDIGATES SH�AR WALL
<br /> MANU�AGTURERS NP�ME, DE51GN LOADS, AND GOMPLY WITH 2O12 IRG, SEGTION R703.8. � REFER TO SGHEDULE '
<br /> REQUIRED SPAGIN6 WITHIN 2'-O" O� THE GENTER dl^CIWf 1 b JLK
<br /> • SPAN ON THE BOTTOM GHORD. g�� S}{��T A5 FOR BEAM SIZES �IE �IE �- D�NOTES HOLDOWN LOGf�TION; GI'1PG�Ge�•I�l�: GN
<br /> � SEE PLAN �OR TYPE
<br /> q. TRUSS�S TO BE NON ATTIG STORAGE TRUSSES.
<br /> MAXI MUM Sf'P�GE ABOVE TH� BOTTOM GHORD � �- D�NOT�S STRAP LOGf�T ION; �}--}��T
<br /> TRUSS TO BE L�SS THftN 42" H16H AND 24° � 5EE PLAN FOR TYPE
<br /> WIDE LOGATED IN THE PLANE OF TH� TRUSS. � I O
<br /> INDIGATES 3x �RAMING MEMBERS;
<br /> � (3X� MUD 51LL's, PLATE's & 5TUD5 �
<br /> EDGES
<br /> O�
<br /> � I I
<br /> 2015 GURR�NT
<br /> SDa HOM�S '
<br /> TOWNHOMES-��I�RETT .
<br /> �00� ���� I I �� I- �� I �t 15-0143
<br /> SGP�L�: I/8" = I'-O°
<br />
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