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REVISIONS BY f mX _W N ———————————————————————— CLIP GIRDER TRUSS-4 FOR HIP ROOF 2 I I 4 I� Y Q4 ILL VERIFY HEEL NGT. VERIFY HEEL HEIGHT ' I I I I I ERI 9,3 21'4t" ERI C I � ROOFG I D5(IXIBT.) ,TRUSS #2 #3 4 #4 PROFILE TRUSS #1 PROFILE I I I SCALE: 1/4" =1'-0" SCALE: 1/4" = I'-0" gill I ' Ll ROOF FRAMING NOTES: I N EXIST.MASONRY CHIMNEY I I. ENGINEERED GIRDER TRUSS,SPAN 21'-I 1/2",30"TAIL TO BE PLUMB-GUT Dfi(EXIST) I ONSITE TO MATCH D(ISTING(VERIFY RAISED HEEL TO MATCH DEC J r——————————— — ——————————— IDS(EXIST.) 2. ENG'D MONO-TRUSSES a 24"O.C.,SPAN 9'-3" 30"TAIL TO BE PLUMB- 5J1 �L R r I CUT ONSITE(VERIFY RAISED HEEL TO MATCH IXIBTJ I 3. ENG'D MONO-TRU66 a 24"O.G-,SPAN 9'-3",30"TAIL TO BE PLUMB-CUT I I KI I ON-SITE(VERIFY RAISED HEEL TO MATCH EXIST.,VERIFY BEARING i YI WALL-LOCATION FOR TRUSS CANTILEVER) p� EXISTING I I OIL 2 h 1 �,� '� 4. ENG'D MONO-GIRDER-TRUSS,SPAN 9'-3",30"TAIL TO BE PLUMBC T I 0 rn ROOF I I 'V IU �Im �g I ON-SITE(VERIFY RAISED HEEL TO MATCH EXIST.,CLIP FOR HIP ROOF) ra 1 XIP Xlp I 5. 2x6 RAFTERS o 24"O.C.W/2x1O COLLAR-TIE ONE SIDE BELOW(SEE LI F BUILDING SECTION ON 6HT.i) EXISTING 2x6 RAFTERS BELOW EXISTING TRUSSES BELOW EXIST.TRUSSES BELOW i �A G CHIP SET) 6. 4x10 OF-L"2 BEAM IN-LINE WITH EXIST,WALL BELOW(4x4 POST BELOW i 2.4 POST UP TO COLLAR-TIE 2x10 TE ON EXIST. I EA.END DOWN TO EXIST.WALL BELOW) FROMNTYE WALL BELOW(EA. RO FOR NEW RAFTER/P ' V LLAR-TIE BEARING I i• INSTALL 2x6•BACKSIDE OF BARGE BOARD FOR SOFFIT NAILER N EXIST.HIP N ATTACHMENT. NAIL 2x4®WALL FOR SOFFIT NAILER BELOW ' EXIST.RIDGE EXISTING I 8. MIN.REQ'MENT FOR ATTIC VENTILATION IS AS FOLLOWS(CALCULATED I _ _____ + _______ C——— ROOF •1/300th OF ADDED ATTIC AREA5): _� 1 II II I EE NI TE II - 4- 1 I MINIMUM REQUIRED: 91.25 SQ.IN. ' _ 1 ACTUAL PROVIDED: ffi.l6$0,IN. VENTED BLK'G.®ADDITION: 41-13 50,IN.(5 MAX.0 9.425 SQ. 2x6—_—_ I CONT.RIDGE VENT(ADDITION): 45.63 SQ. N.f13 L/F 3.51 SQ.IN. 2x4 rI"—1'-2x10'RIDG 8OA _ _I� c� PLF) DS(EXIST.) I - -�,�—[-, '�—, �j�—I�. `F7 1R \n ii i8� li RID{',L£VE�1T ____2x6 _—_srGL_ S. TRUSS HANGERS,CONNECTORS<HURRICANE TIES TO BE SPECIFIED BY <,/ (:IRE ,L8) TRUSS ENGINEER AND/OR MANUFACTURER- PLAN SHOWN IS DESIGNER-5 S NO '•5 \090 I CONCEPT. VERIFY ANY GRANGES TO THIS PLAN WITH TRUSS ENG'R O dig �\�R• I , I 2x6 I AND/OR MFR• `s� ()iFiR. 5�grv.kTThL 10, 198 S.F.NEW ROOF AREA ADDED(1 EXISTING DOWNSPOUT RELOCATED) v SEE NOTE-I I u- �.., 3 I _ —_—_2x6 R' SEE ISEE ——— 'V NOTE=6 J z ON SN4 I O ---- Z i- LI ----I----- -----1 ----,---- - -- o I by I "I Ox' EXISTING OVERHANG(R ED) ", 2x6 �I EXIST.DS(REMOVED) 4 ' '� S NOT n W 3 --i— - >' I ``� I I "I Iz 'I of I � zxb __0 0 } Ul �I Z F ui �. N luZ w _—DS(RELOCATE EXIST.) <r w I I iSEE NDTE-11 1 EXISTING to ROOF I FASCIA TO MATCH EXISTING O FACE OF EXISTING /�� WALL BELOW ■✓♦•D I I cr I I I I I I I I I I c zoaa DS(EXIST.) BU LOWS OE8 ON N ———————————————— — ——————— DRAWN BY CITY OF EVERETT BJ REVIEWED FOR PERMIT DATE 14,2023 m DESIGNER WAS TAKEN CARE TO VERIFY THE ACCURACY OF THESE PLANS. IT 15 JULY X THE BUILDER'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS PRIOR TO STARTING JOB 2315BER ROOF FRAM ING PLAN CONSTRUCTION AND VERIFY EXISTING STRUCTURAL CONDITIONS PRIOR TO STARTING ANY DEMOLITION. BUILDER TO VERIFY SNORING OF ALL STRUCTURAL SHEET Q COMPONENTS WHERE AFFECTED BY REMODEL, ALL CONSTRUCTION SHALL COMPLY NORTH SCALE: 1/4" 1'-0" WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE(t ASSOCIATED ADOPTED CODES), 2018 WASHINGTON STATE ENERGY CODE,AND ALL APPLICABLE LOCAL,STATE AND 0 NEW BEARING WALLS FEDERAL BUILDING CODES THAT HAVE BEEN LAWFULLY ADOPTED BY THE BUILDING 0 NEW PARTITION WALLS DEPARTMT OF JURISDICTION. DESIGNER 16 NOT RESPONSIBLE FOR ANY CHANGES EN MADE TO THESE PLANS BY OTHERS OR BY THE BUILDER ON-SITE OF SEVEN SHEETS