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HomeMy WebLinkAboutB14-0153_S5_1421429100.pdf F1,4 ..seiiiie . SEE SHEET S4 FOR ' ENTRY ROOF FRAMING cso lk, f.'lao) Va'' 01/16/15 s,,,,, 0,„ N cn0) F..—..� � z 0 a) -.0 T1 c 0 2x10 (MIN.) STRUCTURAL - 1 O Ii1,., . QA TYP. © RAFTER & � SUB-FASCIA TO BE IL :111IM CONTINUOUS WHERE INDICATED, . -rOOOKOUT BRG. Z 0 _ •• TYP. _ Co , Q) s EXTERIOR HEADERS ARE: �1� II (n - (3)-2x10's W/ (1)-2x6 r, ., W �� _ • Z CY' TRIMMER AND (1)-2x6 �� I '�I _ O N KING STUD EA. SIDE, TYP. \ �, • � '• ' �o . _ oco N UNLESS NOTED OTHERWISE _ ■r.� _ _ - � \ a i P-111III • : . •l • '1 == �o \ PLACE SINGLE STUD x o • • • • •� •�• '•Eh. •. c� • 4'-0" MIN. iii UNDER SHOULDER BM. CC 0 m c� • - • C.W. pWI:M +� ipr -� ��Atg � f � ' / iii I� O -- 0 - x1STRUCTURALa is - _1 ,`ti I/�Ar/ � /rit/ CA 2�6 • SUB-FASCIAII (2)-2x10 SCREWS(2)-2x10 w/ SIMPSON MN (8)-5" LEDGERLOK _ I1PLrfJi THROUGH 2x10 INTO END GRAIN ki ii 1 IEEE, II 111 ,,,,nt , \\ '__ -- (3 -13/4x11)/4 LVIII -- - - ®TYP. © RAFTER & _ = ■ - 1J LOOKOUT BRG. Ii zz% + �II 41411111 2x10 LOOKOUTS © 24" • O.C., TYP. (2x10 MIN.) 124I PLACE SINGLE STUD 2x10 LOOKOUTS © 24" +`O +`O • • • W 1,i, . x26 0, • ER BM. ‘+C5) 1 O.C., TYP. (2x10 MIN.) II— _' 1, A16111‘11 . •L`L , • 0 _CON II (3) 11)/4 LVL • _ _ _ _ _l� • MOMENT FRAME TO BE ••— IE A. I • �I�1 ma oom ySS REVIEWED UPON FINAL .�'AI� - ��� (�J� ��J ® L) rig +> WINDOW SELECTION �■ o + + (2)-2x10 STRUCTURAL • � +R _, I Mil (, SUB-FASCIA CANT. 0 �_�� i •Iii-___U1L' CANT1©' —•111pI ®__I !!!. I —•• _ •� TRUSS DESIGNER: DO NOT ,1111 SIMPSON " RELY ON BRACES FOR SIMPSON HUC210-3 , 71.. SUPPORT OF TAILS HUC210-3 EXTERIOR HEADERS ARE: O c0 (3)-2x10's W (1)-2x6 ri/+ (1/+ (2)-2x10 STRUCTURAL i i TRIMMER AND (1)-2x6 & Q/' SUB-FASCIA PLAN KING STUD EA. SIDE, TYP. NORTH UNLESS NOTED OTHERWISE ROOF FRAMING PLAN SCALE: 1 /4" = 1 '-O" ,;p1 rili V CO PLAN NOTES . ) N 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: I I 2. POSTS BELOW ARE INDICATED: ❑ O NON-CONTINUOUS POSTS FROM ABOVE OR CRIPPLE POSTS ARE INDICATED: El SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED:0 3. ALL POSTS ARE LABELED AT THE TOP. 4. ROOF SHEATHING IS %" APA RATED SHEATHING, EXP.1, SPAN RATING 40/20. 5. "O " INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. designed by JMO 6. ROOF BEAMS, EXCEPT HEADERS, ARE FLUSH FRAMED UNLESS NOTED AS (DROPPED). drawn by CLR 7. ALL ROOF MEMBERS ARE PRE-MANUFACTURED TRUSSES 0 24' O.C., TYPICAL, UNLESS checked byTDH L6x6x5/6xV.I.F. w/ (3)-5/$"0x4" NOTED OTHERWISE. EXP. ANCH.'s issued 8. V/////1 INDICATES ROOF OVERFRAME. OVERFRAME WITH RAFTERS TO MATCH SPACING OF o o o ROOF BELOW, WITH 2x4 CRIPPLE POSTS TO RAFTER OR TRUSS BELOW SPACED 48" O.C. MAX ALONG EACH OVERFRAME MEMBER. PRICING 2/4/14 4" MIN. REVISED 2/24/14 REVISED 4/15/14 N OPENING CUT INTO (E) PERMIT 4/21 /14 CONC. WALL REVISED 5/14/14 REVISED 6/13/14 Q I SCALE: 3/4" = 1'-0" ROOF VARIES ITTCSIM. % '- REVISED 6/24/14 Mr REVISED 7/21 /14 TOPPING PER ARCH. Q -�/ REVISED 7/25/14 TOPPING PER ARCH. ' 2x BLKG. BTWN. i '� TOPPING PER ARCH. . X " REVISED 7/31 /14 Q < __ STL. CHANNEL PER TRUSSES © BRG., _- STL. CHANNEL PER -� �r PLAN TYP. '� REVISED 9/9/14 STL. CHANNEL PER PLAN TYP. li, �., 0, ►-i _ 3 3 " ► Q TYP. sheet N ( )-/4 0 THRU-BOLTS DECKING PER ARCH. TYP. 3/16" ( 3 @ 16" O.C., TYP. 2x12 STRINGER 'li PREFABRICATED TRUSSES it PER PLAN I I COL. PER PLAN II ZII I I rn CONT. 13/4x11)/4 LVL 2x6 STUDS © 16" W/ ( ' 2I I 2" PLY IVD OR OSB ) 0 ) ro I I 4 SCALE: 3/4" = 1'-0" 0 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" 0 SCALE: 3/4" = 1'-0" S5 J03 #1401 -09