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TRUSS WEB 2X6 BEV. EAVE NAILER 1 OR 2 PLY / NOM. 2X4 NYLON MESH IS NOT REQUIRED • <br /> SET TOP OF W (2) 16d R.S. NAILS ROSS/RAFTER SIZE LENGTH WHEN CEILING LINER OR v11 <br /> / INSULATION STOP IS PRESENT. p <br /> TOP CHORD BEVEL EVEN 0 EACH END 1 13' I i-- ,, <br /> 2-PLY STIFFENER 2-PLY STIFFENER I 4e 2j 24" trICIV4111111. p <br /> I WITH TOP OF <br /> FACE CUT �' 36' 36" o Il�r. <br /> (4) 16dA GALV. % R.S.16d GALV 1 g <br /> \ROOF 2X4 STIFFENER I A�' <br /> R.S. NAILS // R. NAILS 0 . IlitI ?;;;::::41444P �� SQACE p ; Lot-- <br /> SLOPE A° FIELD-CUT AND LOCATE ; ' <br /> EA. WEB. 2%6 BEVELED FASCIA I a� AT MID-BAY AS SHOWN, T 1��``,/'; 7 ' I '— <br /> '-.7.5"e <br /> - <br /> /�. NAILER. EACH <br /> EN R.S. I ` EA..(2E?NO.. CC NAILS' �, 11, <br /> '41440441%.41 <br /> ,`.�• •III - Q N +' <br /> ■ NAILS 0 EACH END IL' '`�` 4404 o C <br /> BTM. CHORD I x I . T ^ <br /> FASCIA/EAVE Ear 1�I �i HSTAPLE INTO PLKE <br /> • NAILER II ! � I 12" O.C. TOP AND <br /> " / ' M DIAG. BRACE MIO-BAY STIoNER <br /> ffi... L "".........„1 <br /> BOTTOM <br /> (R4) IN6dd�V•J 12II <br /> x 2-ROWS 10d CC SEE HB562 SEE: IF2 U COLUMN ��I BUCNYLONMESH, P/N /068219 <br /> $ STIFFENER WILL EXTEND OR COMMON NAILS ///-FOR BRACE1/ / T 12' DE. CUTINTO6STR PS "7.1 <br /> • TO HEADER OF DOOR O 12' O.C. STAG. ° / FASTENING BAY NUMBER OF _ CO <br /> OPENINGS IF APPLICABLE. \ STRUCTURE LINE TOSPACING STIFFENER IFG ' ; COOUT OF BEV. NAILERSOFFIT NONE <br /> 2-PLY STIFFENER OVERHANG SIZE NAILER LESS THAN 6' ,/0 w p <br /> NON. ACT. 6' TO LESS THAN 10' (1) 2%4 CUT TWO SLITS 3 1/2" ,A,•i'� ��'• c, <br /> lifoliiiiiiii>70 <br /> 12" 13 1/2' I GREATER THAN 10' SPACE 0 5' MAX. 2X SOFFIT NAILER APART AT BLOCKING. <br /> (3) tOd CC 24" 24 1/2' WHEN MORE THAN ONE STIFFENER, PLACEMENT AT COLUMN FIT MESH AROUND �''' <br /> NOTE: SEE FLOOR PLAN AND CROSS SECTIONS FOR BEN. CHOR• R COMMON 36" 36 1/2" SPACE THEM OUT EVENLY CONFIGURATION MAY VARY. 2X4 STIFFENER. 4 z <br /> STIFFENER S12 AND LOCATIONS. BRACE NAILS SIDEWALL SAVE OVHG.. METAL SOFFIT 48 SAVE OVERHANG MID-BAY SOFFIT NAILER 24 INSTALLATION OF NYLON MESH 24 o 5 rc <br /> H B 6 60 <br /> VERTICAL STIFFENER FASTENING 24 • I F 2 1 4 STANDARD OR FLUSH INSET 1.5" E2 IF2 1 8 STANDARD SAVE FRAMING 3/4"=1 EI I F 2 61 STANDARD SAVE FRAMING 3/4'=1 F1 <br /> STANDARD TRUSS BRACING 3/4 1 E0 <br /> 16 1/2' <br /> 2X6 02 SYP FIELD- 2X6 #2 SYP FIELD- EAVE FRAMING <br /> APPLIED BLOCKING APPLIED BLOCKING <br /> 2X6 MSR 1950E-1.7E OVHG BETWEEN PURLINS 2X6 MSR 1950F-1.7E OVHG BETWEEN PURLINS 4d GALV. BOX <br /> BLOCK, FACTORY PLATED TO I NAILS AT 36" O.C.\I <br /> BLOCK, FACTORY PLATED TO GENERAL RULE: A SOFFIT PANEL MORE I 8" FASTEN W/ 4d GALV NAILS (OR WOOD BLOCK <br /> TRUSS r ON CENTER W/ GUN NAILS) INTO EVERY <br /> TRUSS THAN 36" IN LENGTH SHOULD HAVE AN MID BAY <br /> INTERMEDIATE CONNECTION FASTENER OTHER V AT THE FASCIA NAILER #790 16'VENTED SOFFIT OR SOFFIT <br /> PANELS SET IN PLACE. SPLICE SEE <br /> 4-16d R.S. NAILS O 4-16d R.S. NAILS 0 1 SLIDE INSIDE EDGE INTO #140 ILIA <br /> BLOCK TO COLUMN \ BLOCK TO COLUMN \,w SOFFIT TO FASCIA NAILER F" TRIM AT WALL. i <br /> ��'M b® II I II SET THE SOFFIT TIGHT A Z <br /> 2X6 BLOCKING ` ® 2X6 BLOCKING ` AGAINST <br /> FASCIA. BLOCKING 1 ��1 F <br /> , \000111011. <br /> FASCIA NAILER I I s ,r <br /> FASTEN IN PUCE. 1 AT MIDBAY 11 1 -Jii <br /> 3Ar LAP-1 ! la 0crI1SOFFIT PANEL /10 X 1 1/2" WOODGRIP "10 . <br /> �1�1� i�li ��i X11 <br /> SCREWS1 SOFFIT TO DGRIP <br /> COLUMN TO TRUSS CONNECT I COLUMN TO TRUSS CONNECT ` USE 3) AT ENO lAPS, <br /> JA-5 CLIP W/(3) 017. <br /> I SEE FF360 SERIES OF DETAILS. SEE FF360 SERIES OF DETAILS. J I 0144-122" J38-TRIM USE (1) IN CENTER AT <br /> 1 1/4' SHEAR I #312 BTM CLOSURE OR •� MIDDAY OF 10' PIECE <br /> NAILS PER FLANGE. I - OR /142-122" FJS-TRIM 140 'F' TRIM FASTEN IN PLACE <br /> /670 FASCIA TRIM W/ 4 d GAIN. BOX NAILS AT 18" 0.C. O <br /> SCALE: 3/4' I SCALE: 3/4' I SOFFIT PANELS - P/N RANGE 085101-085139 __ Fr <br /> 1/2 SADDLE IF642 COLORED OVERHANG SOFFIT CONNESOFFIT CTIONS FASTENERS 64 #142-122' FJS RIM P/N P/N85181 16"085185 IF652 SIDEWALLVEAVEGOVERIT HANG/UNI-FR0 �1.5 EJ <br /> THIS PURLIN ONLY <br /> IG246 2X6 RAKE BOARD IG246 I�I 2X5 RAXE <br /> ,� <br /> IG313 <br /> al <br /> •v �' ROOF PURLIN CONNECTION W <br /> �A (AVE FRAMING '' TO DROPPED TRUSS/RAFTER <br /> PER ��9'�j INT. TRUSS/ _ PRE—CUT ROOF PURLINS Y V <br /> \ M F 7 2 4 RAFTER EXTEND OUT OVER TOP 1r 14 1 <br /> • ' 1/2 SADDLE HANGER 1/2 SADDLE HANGER 0670 L TRIM r��' /• OF EI•Xl TRUSS OR RAFTER W Z O Z ;• <br /> O EACH END OF THE AT ONE END OF THE 4d GALV. BO% I tinimir <br /> C'" S pO "�NAILS O 24" O.C. """'''��� rc M <br /> BLOCKING BLOCKING I / J u z I�O <br /> CORNER GA 142 CORNER GA 142 I __ _ , 0./•/ ..�„4 <br /> COLUMN COLUMN "S 1 _ II / <br /> J DROPPED TRUSS <br /> • MTa�> MI!71diC7E4:LIPIEAMIC^� ■-7WIAM0:11111�C]i1_ti MH --- r t 1 <br /> A 1 OR RAFTER <br /> 2X6 MSR OVHG f 2%6 MSR OVHG (1) Id GALV. BOX \ �/_'// N <br /> BLOCK (FACTORY JA-5 ANGLE BLOCK FACTORY NAIL AT MIDPOINT I i Lil <br /> S <br /> (PLATED) / WITH (3) 1 1/4' (PLATED AND SPLICE OF EA PANEL I -4-- <br /> NAILS INTO EACH I A B / w p 2 <br /> BEV. FASCIA 27LA(8 BLOCKING NAILER COLORED METAL NOMINAL PURUN ACTUAL p VI <br /> NAILER BEV. FASCIA OVERHANG EXTENSION OVERHANG / • yyll W q <br /> 2X6 BLOCKING SOFFIT • \ Z> <br /> M.M1111 11 W/(5)-10d CC ��s■ W/(5)-10d CC 12" 12' 13 1/2" RAKE BOARD= 2 <br /> CLS 16' 15" 16 1/2" NOTEII DO NOT USE THE STANDARD w Z a _ <br /> (2)-16d R.S. NAILS (2)-16d R.S. NAILS 24' 23" 24 1/2' TOP CHORD MARKING TO LOCATE THE <br /> _ PURLIN. ACTUAL LOCATION WILL l• <br /> N N C • <br /> IF454 FACTORY-PLATED LB OVHG,2DROP" OVERHANG GABLE 1' 32 <br /> 33 IF456 CORNER <=20 LB. &FACTORY-PLATED OVHG. DROP=24" OVERHANG <br /> 1' EO IF658 METAL STANDARD FEAVETFR/WINC OVERHANG <br /> 2" R2 IG234 VIEWSEND OVERHANG <br /> /0 G CFIAR�UNN �FRAME ISOMETRIC& II R22 <br /> BE HIGHER UP THE TOP CHORD. W O� <br /> d w�41 <br /> ) <br /> I HEREBY CERTIFY THAT THIS PLAN, <br /> SPECIFICATION, OR REPORT WAS PREPARED <br /> BY ME OR UNDER MY DIRECT SUPERVISION <br /> AND THAT I AM A DULY LICENSED '" <br /> PROFESSIONAL ENGINEER UNDER THE LAWS I <br /> OF THE STATE OF MINNESOTA. & ,1 r, <br /> I go <br /> JOHN DIERAUER 5 PI <br /> i <br /> r <br /> DATE 8- ) Q ' 2-OOI LICENSE #1442, o 0i <br /> 111 <br /> aRk <br /> (D a <br /> JOHN DIERAUER MINNESOTA ENG STAMP r.it 4 '' <br /> DA006 FULL I 1 4.i <br />