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Sheath ext. side of portal frame. Use <br /> 'rj2 structural 1 CDX with 4ply 3 layer PFH FRAMING NOTES: Z <br /> (Grade 24/16). 8d nails 3' o/c edge, 3' 0 <br /> o/c field. Blocking required at all panel 21'-0" METHOD PFD-DOUBLE PORTAL FRAME WITH HOLD-DOWNS (TWO BRACED WALL PANELS) 0 1. NAIL MSTC40 AND LSTA21 STRAPS ON OPPOSITE SIDE OF SHEATHING AT PORTAL FRAMES. I— <br /> edges (min. 3' nominal or two members PER 2015 IRC, FIGURE R602.10.6.2 2. GARAGE DOOR HEADER CAN ALTERNATIVELY BE FRAMED DIRECTLY BELOW DOUBLE TOP PLATE OF WALL LI U <br /> . o <br /> 2' nominal). Sill plate shall be min. triple (RAISED HEADER). CD <br /> 12' nominal as shown. 2x6 DF No. 2 DBL. TOP A35 CLIPS 048"oc BTW. PONY WALL TOP D- 3. STHD14 HOLDOWNS SHALL BE NO MORE THAN 1 Yz" FROM CORNERS OR EDGES. Z r <br /> PLT. NAILED ® 3"oc PLT. AND TRUSS BTM CHORD. (NOT SHOWN) _ , 4. INSULATE ALL WALL CAVITIES PRIOR TO CLOSING WALL WITH SHEATHING/GYP BOARD ON INTERIOR WALL. cr <br /> LLJ <br /> 5. ANCHOR BOLTS SHOULD EXTEND MINIMUM %" ABOVE SILL PLATE FOR NUT AND WASHER INSTALLATION. <br /> 2x6 DF No. 2 STUD A35 CLIPS ®16"cc BTW. PORTAL LEGS AND = 6. ALL SIMPSON STRONG TIE HARDWARE TO BE INSTALLED WITH STRICT ACCORDANCE TO MANUFACTURERS t� Cr) D N <br /> SIMPSON LSTA21 TENSION STRAP NAILED WALL ® 16"oc TRUSS BTM CHORD (NOT SHOWN). \ \ \ 7. INSTALINSTALL SILLSEALREQUIFOAMNGASKET BETWEEN SILL PLATE AND FOUNDATION. LLJ Q N z <br /> • ••• <br /> ON OPPOSITE SIDE OF SHEATHING U rn <br /> FASTEN END STUD TO HDR. w/ TWO ROWS •N:_ : . <br /> ._J \ Z W cYi3N <br /> OF 16d SINKER NAILS 03"oc TYP :: 5�Z" x 11%" GLULAM HEADER 0 Q rx�;co <br /> r. <br /> FASTEN TOP PLT. TO HDR. w TWO ROWS FASTEN SHEATHING TO HDR w/ Bd�:; ..: Q - >w <br /> / . . SIMPSON MSTC40 TENSION STRAP NAILED COMMON OR GALVANIZED BOX NAILS IN 3" w N <br /> OF 16d SINKER NAILS ® 3"oc TYP ••• ON OPPOSTE SIDE OF SHEATHING GRID PATTERN AS SHOWN •• • "' ' <br /> (3) 2x6 DF No. 2. EXTEND • <br /> END STUD TO DBL TOP PLATE 2x JAMB 2x HEAD JAMB IF NEEDED, PANEL SPLICE EDGES SHALL OCCUR /i• . 27"-�! I <br /> •• OVER AND BE NAILED TO FULL DEPTH DBL. 2x6 g ,- <br /> MIN. (2) 3500 LB (SIMPSON STHD14) STRAP-TYPE f 27"' :e. I <br /> BLOCKING WITHIN THE MIDDLE 24" OF THE . a <br /> PORTAL-LEG HEIGHT. ONE ROW OF 8d NAILS r = <br /> HOLD-DOWNS EMBEDDED INTO CONCRETE w 30 .. (3) 2x6 DF No. 2 x = m <br /> / ( ) 03"oc IS REQUIRED IN EACH PANEL EDGE. m <br /> 16d SINKERS NAILED INTO FRAMING. • _ _ <br /> / 16'-3" FINISHED R.O. WIDTH / • <br /> CONTINUOUS WOOD STRUCTURAL PANEL SHEATHING (CS-WSP) FRAMING NOTES: <br /> 2x6 DF No. 2. FRAMING w/ 1Sf32 PLY STRUCTURAL Yz <br /> PANEL SHEATHING. 8d COMMON OR GALVANIZED -�� 1 (2) 5/8"0 x 14" ANCHOR BOLT w/ 3"x3"xY4" • 1. STHD14 HOLDOWNS SHALL BE NO MORE THAN 1 Y2" FROM CORNERS OR EDGES. <br /> BOX NAILS ® 3"oc ALL FRAMING TYP. MIN PLATE WASHERS. 7" MIN. EMBEDMENT��'j a 2. EXCEPT5�� FOR SHEAR PANELS OF PORTAL FRAME, ALL SHEATHING AT WALL LINE A, B, 1, 2, 3, AND 4 SHALL <br /> BE 1 32 PLY (GRADE 24/16) WITH 8D NAILS ® 6"oc ALL EDGES AND 12"oc FIELD. <br /> 1, " \ \ 3. FASTEN SHEATHING TO HEADERS WITH 8D COMMON NAILS IN 3" GRID PATTERN AND 3"oc IN ALL FRAMING <br /> MIN �''I ic 2X6 TREATED SILL PLATE w/ 1'-0" IL L (STUDS AND SILLS) TYP. <br /> ADDITIONAL DBL SILL PLATE GRADE , 4. ALL ADDITIONAL BLOCKING, STUDS, TRIMMERS AND NAILERS NOT SPECIFIED SHOULD BE TYPICAL STUD <br /> J <br /> MATERIAL. <br /> 5. INSULATE ALL WALL CAVITIES PRIOR TO CLOSING WALL WITH SHEATHING/GYP BOARD ON INTERIOR WALL. <br /> FOUNDATION PER FOUNDATION 6. ANCHOR BOLTS SHOULD EXTEND MIN. %'' ABOVE SILL PLATE FOR NUT AND WASHER INSTALLATION. <br /> \\_ <br /> PLAN AND DETAIL _ - - - -� l . 7. ALL SIMPSON STRONG TIE HARDWARE TO BE INSTALLED WITH STRICT ACCORDANCE TO MANUFACTURER'S <br /> 4" CONCRETE FLOOR SLAB INSTALLATION REQUIREMENTS. SEE INSTALLER GUIDE: S-C-INSTALL14. <br /> - I II 1 I 8. INSTALL SILL SEAL FOAM GASKET BETWEEN SILL PLATE AND FOUNDATION. Up <br /> 9. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, MATERIALS AND DIMENSIONS IN THE FIELD. <br /> i J <br /> 0 <br /> WEST ELEVATION Q <br /> I I I <br /> 2"X8" HF#2 RAFTER 2"X10" LEDGER <br /> 2"X4" OUTLOOKER 016"oc <br /> ® 16"oc- / I I I <br /> 2"X4" FLY RAFTER <br /> 2"X4" BLOCKING--\ <br /> LAP SPLICES 48" INTERSECTING WALL DETAIL <br /> 2"X8" HEADER INTERSECTING WALL DETAIL (2) 2x OR (1) 3x AT <br /> 2"X8" HEADER ABUTTING PLYWOOD PANELS <br /> < <br /> I DOUBLE TOP PLATE.J/ I I III I i <br /> - LAP SPLICES 48" (2) 2x OR (1) 3x AT <br /> ABJTTING P_YWOOD PANELS <br /> I I 92% " 8'-1)13" 5'-9" <br /> 5'-1 OA" y-3500 LB (SIMPSON STHD14) STRAP-TYPE <br /> / HOLD-DOWN EMBEDDED INTO CONCRETE w/ TREATED SILL PLATE <br /> (30) 16d SINKERS NAILED INTO FRAMING. <br /> NTERSECT. \ <br /> / 3'-2'• I CONC. WALL GRADE CONCRETE FOUNDATION <br /> — R.O. — I <br /> �� 12'-3" <br /> II/GRADE i , I I ICONCRETE FOUNDATION TREATED SILL PLATE <br /> _ »- EAST ELEVATION-STORAGE <br /> f-2'-3" if' 2'-1Yz" / 6'-13" t <br /> l' <br /> 2' <br /> / 12'-3" <br /> / 21'-0" <br /> 0' 2' 4' <br /> EAST ELEVATION-GARAGE 8 OF 12 <br /> Scale in Feet <br />