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- EXTENT OF HEADER w/ DOUBLE PORTAL FRAMES (TWO BRACED 'MALL PANELS)- - <br />,EXTENT OF HEADER w/ SINGLF PORTAL FRAME (ONE BRACED W41 PANEL) <br />2' - 18' FINISHED WIDTH OF OPENING <br />FOR SINGLE OR DOUBLE PORTAL <br />TENSION STRAP PER TABLE <br />PONY <br />WALL <br />HEIGHT <br />°) <br />ko <br />la, <br />tr a <br />G!al <br />°l <br />T <br />� <br />T <br />ofob <br />ola <br />y <br />2 <br />� <br />4 <br />oal <br />al° <br />r— 602.101.4 (OH OPPDw— <br />SIDE OF SHEATHING) f � ° FASTEN KING STUD TO <br />HEADER w/ (6) 16d SINKERS <br />MIN. 3" X 11-1/4" HET HEAD. STEEL HEADER <br />PROHIBITED. IF Y20 SPACE IS USED, PLAN ON <br />BACK SIDE OF HEADER BRACED WALK LINE CONTINUOUSLY <br />SHEATHED w/ WOOD STRUCTURAL as <br />FASTEN SHEATHING TO HEADER WITH 8d PANELS I FASTEN TOP PLATE TO <br />li COMMON GALVANIZEDBOX NAILS IN 3" GRID ! I° ° HEADER w/ TWO ROWS OF 16d <br />o� PATTERN AS -SHOWN I f ! IF NEEDED, PANEL SPICE EDGES <br />�o lolo SINKER NAILS 0 3"o/c TYP. <br />SHALL OCCUR OVER AND BE NAILED �lol !°!° <br />HEADER TO JACK STIED STRAP PER TABLE TO COMMON BLOCKING WITHIN THE <br />t R602.10.6.4 ON BOTH SIDES OF OPENING, MIDDLE 24" OF THE PORTAL LEG <br />OPPOSITE SIDE OF SHEATHING HEIGHT. WE ROW OF 3"o/c HAILING <br />IS REQUIRED IN EACH PANEL EDGE. <br />MIN. DOUBLE 2x4 FRAMING COVERED w/ MIN. <br />7/16" THICK STRUCTURAL PANEL l I Q o ° o !°,° H!!N. 7/16" STRUCTURAL <br />+ SHEATHING w/ MON OR GALVANIZED I I I �Y�i�;AL PORTAL — ° PANE SHEATHING <br />BOX NAILS a 3"o/c IN ALL FRAMING (STUDS, FRAME CONSTRUCTION <br />Q ° <br />Flo BL .ING M40 SIU-S) Typ, I I i °I°I hlo <br />MIN. LENGTH OF PANEL PER TABLE R602.10.5 2x4 POST {KING iD JACK ST11D) <br />,lob mill. DODI I I NUMBER OF JACK STUDS PER TABLES R602.7(1) <br />(2) <br />;ipl lolo ! I I I <br />rlo! lo! MIN {2) 1/290 ANCHOR BOLTS INSTAL ! <br />R403.1.6.1 w/ 0.229"x3"x3' PLATE WASHER <br />OVER CONCRETE OR MASONRY BLOCK FOUNDATION ANCHOR BOLTS PER SECTION R403.1,6.1 <br />TOP FLANGE JOIST HAMM <br />MPSON OR EQUIVALENT <br />3/4" APA TC OSH OR PLY°, <br />CID INT. W/ EXT. CLUE. NAIL W/ <br />10d 0 6" D.C. AGES & SOLID <br />BLKG. & 0 10" O.C. IN FIELD <br />�s <br />PLUMBING & MECH. <br />SEE PLAIN CONC. FND <br />DETAIL ON THIS SHEET <br />f�6 <br />'12 <br />PORTAL FRAMINGD <br />BASE PIL WV 16dr, <br />TO 6d EA STUD <br />FINISHED26 PRESS. TRTD. SILL PLATE W/ <br />SILL ENDS. EMBED 7' MIN. <br />INSTALL 3x3xW PLATE WASHERS. <br />GRADE SLOPEDO <br />PROVIDE SWALE OR DRAIN. <br />60 MIN. FALL WITHIN 10' OR <br />1'-w la -- - 1A,'-0" 6'--11° CANTIL 19m6" <br />A SPXIAL SCISSOLTRUSS W <br />6 <br />i <br />2-20 TOP PLATES <br />LAP SPLICES 48" <br />4 <br />4m HEADER PE; PLAN. <br />FOAM BOARD <br />INSULATION <br />R-21 <br />MAIL KRAFT PAPER FACE TO <br />- EDGE OF STUD OR <br />PROVIDE BARRIER <br />APA T&G OSO OR PLYWD. <br />GLUE.CD INI W/ EX1 <br />' SOLID <br />FLOOR JSTS PER PLAN <br />INSTALL 3x30.2-90" PLATE <br />RETARDER> SEE CONC. <br />nmiwo <br />_ __ <br />FALL WITHIN IIT OR <br />�' D <br />CLEARANCE DTL. <br />ER BEAMS <br />. LL E OR DRAIN. <br />PROVIDE <br />12- MIN <br />- <br />GRADE <br />ROOF R <br />6 MILBLACK _ BARRIER <br />- <br />R <br />PERF PIPE IN <br />LAP SPLICES 12" MINIMUM <br />WASHED_ GRAVEL. <br />0-0. <br />CONNECT TO APPROVED <br />- <br />f <br />STORY SECTION <br />APPLICABLEONE <br />PREAB. ENGINEERED ROOF <br />TRUSSES 0 24" D.D. (U,N.O.) <br />ROOFING PER PLAN <br />WIND OAFS W/ I" MIN. AIR SPACE <br />�. 12 <br />SEE <br />PLAN <br />R�4D INSULATION/ <br />SIMPSON H2.5A OR H1 EACH <br />TRUSS TO TOP PLATES <br />2x SCREENS VENT BLOCK <br />Rd GALV. 0 6" O.C, <br />(DIAPH. TO TOP PLS.) <br />a' GN OR SAGAV <br />RESISTANT " G <br />4 <br />I <br />2-2x6 TOP PLATES <br />PER <br />GUTTER <br />TYPICAL FASCIA <br />LAP SPLICES 46" <br />HEADER PER PLAN. USE 2" <br />c_ <br />FOAM BOARD W/ 4x HEADER <br />" G.W.B. - <br />SIDING PER ELEVATION 0/ <br />TYPE OR <br />15 FELT <br />R-21 INSUL, <br />j <br />WATERPROOF BUILDING PAPER <br />2x6 STUDS 0 16" O.C. - <br />%' APA T&G OO OR PLYi. <br />2x6 BASE PL. W/ 16d 0 16" O.C. <br />CO INT. W9/ EXT. CLUE. NAIL W/ <br />TO JST & 2-16B EA STUD <br />10d 0 G" O.C. EDGES & SOLID <br />2x RIM JOIST W/ 3-16d <br />BLKG. & @ 10" O.C. IN FIELD <br />EACH JOIST <br />)LID BLKG. FLOOR JSTS PER PLAN " <br />SUPPORTS <br />)Af G.W.B. <br />2-2x6 TOP PLATES <br />LAP SPLICES 48" <br />HEADER PER PLAN. <br />USE 2® FOAM BOARD -� <br />c <br />W/ 4x HEADER <br />" T-1-11 PLYWO DR X COX <br />" G.W.R, ` <br />PLYWOOD SHTG OR 3fs' O.S.B. <br />NAIL Bpi 6" O.D. EDGE, 12" <br />R-21 INSUL, <br />LI,C. FIELD OR PER ENGINEER'S <br />S.W. EDUI L <br />26 STUDS 0 16" D.C. <br />2x6 BASE PL, W/ 16d 0 16" D.D. <br />TO JST & 2-16d EA STUD <br />" APA T G OSB ON PLYWO. <br />2x RIM�JOITST W/ 3-16d <br />CD INT WI/ EXT. GLUE. NAIL W/ <br />EACH <br />10d 0 6" D.C. EDGES & SOLID <br />2x6 PRESS. TRTD. SILL PLATE W/ <br />BLKG. & 0 10° O.C. IN FIELD <br />3J"0 A.B. 0 48" O.C. OR PER <br />PLAN A BT=. 4y" & 12" OF SILL <br />ENDS. EMBED 7" MINIMUM. INSTALL. <br />SOLID BLKG. FLOOR JSTS PER PLAIN <br />SUPPORTS <br />30W1 PLATE WASHERS. <br />18MIN. CLEARANCE S WALL FTC, gi FINISHED GRADE SLOPED FOR <br />PER PLAIN CONCRETE i m� 6" MIN. FALL 1THIN 10' OR <br />12� MIN UNDER BEAMS PROVIDE SWALE OR DRAIN. <br />R-30 INSULATION FOUNDATION DETAIL <br />INSUL . PLUMBING & MECH. <br />TNT. - ROOF DRAIN 4® TIGHTIJNE <br />GRADE 6 MIL BLACK POLY HARRIER. 4X" 1 no 1 1 44" SEPARATE FROM FTC. DRAIN <br />Nam <br />�T <br />VAULT LINE <br />-O' lt I <br />PL IAA , <br />DECKING NON-HARITAL SPACE <br />24 JSTS BATHROOM CEILING <br />o 160 O.D. W/ L <br />13'®10" <br />L ; TRUSS TB s <br />e <br />AGEA ORDER <br />TRUSS AS . <br />THIS 01mcm-ON <br />TO MATCH <br />SCISSOR TRUSS <br />PROFILE <br />UY O t 'ram V E FR E T LT <br />Co <br />CO UA <br />C) <br />Ld <br />� 0 <br />n Z <br />W <br />LLJ <br />L <br />LAA <br />O� <br />