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YRITIEN DIMBY51ON5 ON T4I5 DR NG SHALL HAVE FREGEOENGE OVER SCALED DIMENSIONS, <br />OONTRACTOR SHALL VERIFY ALL DIFENSIONS, CONDITIONS, ETC. PERTAINING TO THE HORK <br />BEFORE P 15EDINS. THE SANER W T BE NOTFIED OF ANY VARIATIONS FROM THE <br />DINEN51015 AND/OR CONDITION5 SHOVIN ON TE5E DRAW N55, ANY SU6H VARIATON SHALL BE <br />RESOLVED BY THE OWNER PRIOR TO PROGEEDINO WITH THE Y K, OR THE CONTRACTOR SHALL <br />AGGEPT FULL RESPONSIBILITY FOR THE 605T TO RECTIFY 5AHIS <br />2x6 HF#2 OVERFRAMING- <br />® 24" O.G.- IF SPAN OF <br />RAFTER 15 OVER <br />8'-0, THEN U5E 2x8 HF#2 <br />p 24" O.G. <br />TFZU55 NOTE <br />ALL. TRUSSES SHALL HAVE: <br />I. STRESS ANALYSIS AND DRAWIN66 / <br />DETAILS STAMPED BY A STATE <br />REGISTERED ENGINEER. <br />2. MANUFACTURER'S STAMP ON PRE - <br />MANUFACTURED TRUSSES. <br />3. BRACED TO MANUES FACTURR' <br />5PECIFIGATIONS. <br />4. STRESS ANALY515 AND DETAILS <br />5HALL BE SUBMITTED TO DESIGN <br />PROFESSIONAL FOR APPROVAL AND 5HALL <br />BE KEPT ON SITE FOR FRAMING <br />INS BCTION. <br />5. 7RU55ES WILL NOT 5E FIELD ALTERED <br />WITHOUT PRIOR BUILDING DEPARTMENT <br />APPROVAL OR ENGINEERING <br />CALCULATIONS. <br />6, ALL TRUSSES SHALL HAVE SIMPSON <br />H-I CLIPS AT ENDS, NHERE TRUSSES <br />ARE PARALLEL TO WALL, USE SIMPSON <br />L30 AT MIDSPAN. USE 51MFSON STC <br />CLIPS AT NON -BEARING WALLS <br />ROOF FRAMING NOTES <br />CUT RAFTER TAIL5 TO MATCH 2.4 <br />TRUSSES <br />CONNECTORS SHALL BE ENGINEERED <br />BY TRUSS MANUFAG'NRER <br />ROOF PITCH SHALL SHE 5: 12 <br />TYPICAL UNLESS NOTED OTHER 15E <br />�ROOOFF YOVEER�(H��IANG 5HALL HE [2" U.N.O <br />IY V V V V l4 2.6 OVERFRAMIN6 <br />BEARING BELOW <br />0 DS DOWNSPOUT <br />IN <br />PLAN 1-56 <br />20'-0' <br />PLAN IT15 <br />20'-0" <br />PLAN 1-758 <br />20'-O" <br />PLAN 1715 <br />20'-0" <br />PENETRATIONS OR <br />VENT5 ARE ALLOYED <br />1,4I7I4I14 4'-0" OF THE <br />INTERIOR PAGE OF <br />THE PARTY WALL <br />MFD, MONO TRU55E5 ON <br />a 24" O.G. ® 4. O.GO TRI155E5 <br />DS <br />2 4x10 DF#2 4x10 DF#2 8 _ <br />R5-1 r RBI � E 7- C <br />0 <br />AF50 AF50 AF50 AF50 AF50 AF50 1 AFSO M50 <br />ROOF ROOF VENT VENT III VENNT VENT <br />I III VENT VENT <br />s: l2 ❑ ❑ s: i2 ❑ ❑ <br />US I DS <br />ABLE END 4x8 D 42 6 D >r1 <br />8XI2 ❑ ❑ ❑ ❑ ❑ El <br />GABLE END PENT AF50 RO'O F AF50 ROOF ROOF ROOF <br />RAF ROOF ROOF ROOF ROOF ROOF <br />.A157 ABOVE INSULATIO vFNr Vs+r VENT vFrvr VENT VENT <br />TO ALLOW FOR LOWER <br />ROOF VENTING A El p1 �❑ <br />VENT xDI PAR PAR VENT <br />NAL ILL <br />DET Ii DETAI <br />BEN ADDITIONAL ° 3:1 <br />VENTS ® N - �x VENT <br />ry x o OVER7 LE <br />F\ i� \ / <br />�L FRAMED X L X RIDGE a x <br />a AREAS / \� aB.sa' ABV. / \ <br />L TT'P. - ,[� 5LAB ,7 L - <br />4c WHERE <br />5HONN _I <br />I � w I 1�--- <br />FL-Q <br />w All [ <br />aallff _ _ <br />_I2 83.54' BV. RODF RaoF RwFFp - RDOF RODF RODE ROIF% L - - - - <br />nry VENT vENT IVE�NT VENT VENT 3 vENT VENT VENT L�IIr VENT VENT,I <br />Q RIDGE SAB ❑ ❑ LIE ❑ ❑ ❑ 51 _ ❑ ❑ ❑ RIIIGE ❑ ❑- - - <br />A 7G <br />"TINA <br />RIDGE - - IDLE a- <br />�:12 1.875' v. - - I.6T5' ABV.- <br />OVE YER <br />LAB - - LAB- <br />AF50 AFA <br />xl <br />vl I I--- <br />--- <br />MFD. TRU55E5 ® 24" O.G. <br />I I I I I I I I <br />AFIXA <br />A- AF`.A AF50 AF50 AFW AF50 <br />vEN vR"FH°rrF Rv°FN°i VEur vEN v�nurF WOF <br />B r r <br />❑ El 1-1 El ❑ ❑ <br />I RB-z <br />4x8 2 4.6 DFC 4x 2 i O <br />GABLE END TRU55 4x10 DF#2 4x10 F#2 C <br />18X12 GABLE END D5 DS <br />GABLE END VENT TRU55E5 TO MFD. MONO TRU55ES <br />.UST ABOVE INSULATION BE DESIGNED a 24" O.G. <br />TO AL ON FOR LOWER TO 5PAN WINDOW/ YV 5:12 PTGH TYP. <br />2 ROOF VENTING DOOR OPENINGS a LOWER ROOF <br />TYPICAL <br />LATERAL NOTES: <br />LATERAL DESIGN PREPARED BY <br />UPSTATE ENGINEERING. SEE 5-5HEETS <br />FOR ADDITIONAL NOTES AND DETAILS <br />ROOF VENTING CALCULATION <br />PLAN I-7IB <br />-160 SOFT AREA =2.55 SOFT REOUIRED <br />500 <br />(2.53) X (50%)= 1.26 SOFT MIN. REQUIRED AT EAVES <br />AF50 ROOF JACK VENTS � EAVES .34 SOFT EACH VENT <br />PROVIDE 6 AF50 VENTS ® EAVES = 2.04 SOFT PROVIDED <br />(2.53) X (50%)- 1.26 SOFT MIN. <br />REQUIRED WITHIN 3' OF THE RIDGE <br />AFRO ROOF JACK VENTS= .34 SOFT EACH VENT <br />PROVIDE 6 AF50 VENT5= 2.04 SOFT PROVIDED <br />TOTAL VENT AREA PROVIDED= 4.05 50 FT <br />ROOF VENTING CALCULATION <br />PLAN 1- 515M312 <br />E500 SOFT AREA =2.6 SOFT REQUIRED <br />300 <br />(2.6) X (50%)= 1.16 50FT MIN. REQUIRED AT EAVES <br />16XI2 GABLE VENTS= .-I5 SQFT EACH VENT <br />PROVIDE (2) IbX12 VENT= 1.5 50FT PROVIDED <br />(2.6) X (5096)= 1.16 SOFT MIN. <br />REQUIRED WITHIN 3' OF THE RIDGE <br />AF50 ROOF JACK VENTS= .54 SOFT EACH VENT <br />PROVIDE 6 AF50 VENTS= 2.04 SOFT PROVIDED <br />TOTAL VENT AREA PROVIDED= 5.54 En FT <br />SEE SHEET Aa.I <br />FOR RIGHT SIDE <br />OF BUILDING <br />IIIIIII- <br />Fp.O®f2: f=L.A.N <br />SEE 4SmNERAL NOTES SCALE: 1/4" . 1'-o" <br />O-24 <br />drawn by <br />ch�al�d <br />�by: <br />LMD <br />MINJ <br />SH��T <br />�T <br />' w o <br />£ a <br />0 0 <br />3 � <br />� O <br />K <br />l LL <br />U � <br />p o <br />Z N <br />T O <br />K J <br />a..�pq e <br />AID <br />Y <br />r ^ N <br />V / � <br />W � <br />a <br />O H <br />x za <br />U <br />o <br />m <br />O <br />z � <br />O o <br />W <br />�_ I <br />� Q <br />o <br />0 <br />L <br />Q <br />data: 10-6-22 <br />permit: <br />rwhlons: <br />S-2 <br />