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TLF sTRucivRnl, A $ ° E 6 H ENGINEERING INC. 4T'-10' Is* Darrington Drive, Folsoy CA eseso roof Mlin spocling 5'-1' b' ' 91-0• 8'-00 a'-04 5'-I Jj• 5'-I Y2• ' 6'-84 b o a'-O•cc = 64'-0• office (916)_8411111-7077 Fa (Yte) sos-Ysss 1515x131} gib G=O• «T. 515x(2 gib G=0' ® u cant GMST12 strap W I I th L5TA36 strap a '-Cr,a of bldg,see sectlons < l5 align W gib purlln B G I 512 ° - 515x1318 gb G=0• Vx f4'PS 54 54 542 515x12 gib G=O' G A s� U) opng for roof hatch, 6x10 opn'g for 542 543 sz t 9 LIwh-0vt2 hl 515x12 qlb G=O• 515x12 gib G=0' roof d-aln h 6x10 �`TA36 strop a 4'-O•cc -Roof Framing Notes fi ® t� f l F I. ■ Indicates wood t See referenced detail or Foundation plan for size. �;9 . I I Provide 6x6 post ixlow all top flange tnm hangers to wall top V5 typ,uno. 2x8 lite A 2 x " 3 typ I 4� �Y _ ryp�� Indicates ^ drill e'sp 54 562 8 per 4E z 2 SS2 I Js q 2 _p B 2. #pD top of wall elevation above reference elevation +O'-0'. Z `0 I 55.2 stn 4x12 4xL2 4x12 552 ry I 0 `�2 bxa Q 6 eenwall I —0 543 q'10 3. •EDF. Indlcates top of framing elevation above reference elevation +0'-0'. N 2 55A _9 x �� x x x —x QL m6x12 � _ 7 Z x s Q I 10 4. Indicates ordinat'cpproxYnate location of mechrnk.al unit. Max. wt. = boo lbs th`0 rl I sS �3 x framing at mechanical lunits,see mechanical 3�awings. For tyok.al for bucket see 20 54.1 a X12 6XI2Ib ➢ B 9 � 55.1 I _ _ _Ir � _ r 20 7G 553 �+ yu p x �'3 �r 4E'<)c jar,�I� 5. Nall roof sheathe mark 1 In dl SI nail schecLle 1 uno. for ledger splice see 56� n I 7'-q' iii di I JS 552 ^9 s cplragm Ing 522 4x8 4x5 4 Q Tom• �I 552 E QROf ESS/ 't a I I b�'ix 3 Ibl aArix3 Ib y TI1�0� c \/ I N6LT5 f a v F c�3 9 $ I'l '\^ V 20 55.2 V-trace 4x6 for bucket see 2O 12/31/19 �. 54.1 lm m Q `Q _ 55.3 9 h" hrgeQ�2 S 55.1 icer 55.1 UCTURAL �r m r a v- s5.2 cam conF Of CA1.�F��\� x x x x for ledger 5pll a see �2 to OP s —P 2x8 dger,splice `�3 C ry ry ry 55.2 ry A Illi '�' 2x8 I ,splice Per/!14E Ilm VIII F Diaphragm Nailing Schedule 552 4x8 a 2'-0'cc 2 cV —,�1 4xb a 2'-0'cc � 2 2 tv e p 542 515x21 gb '.0._z =O• l� 3 552 stn 552 1-jet 3 SS2 . J 552 I x mk 5heathk g bn. en. fang o panel edges l 15/3.2*dstr APA loci a b•cc IOd s 6'cc 2x min. III •�0 Q.' O rated struct I sin L 515x15 Ib G=0' x24 Ib G=0' Slbx 18 Ib G=0' O ISl32' APA IOd a 4'cc IOd • b'cc 2x min. O15/32' APA lod 0 218• lod 0 4'cc min. typ. rated struck 1 sin 3x min. a cont s Ch 515x791bG=O' %bxlgj8 gib G=0' edge51b G=0• 4x8 o 4--0. q 15/32' APA lod a 2•cc lod 0 3•cc 3x min. o all g G LL max qq Por layout of roof shtg, rated struct I edges 54.1 I 1 at sled xact locations for sh type t nailing roof A see i of schedules NQ}95, N -f'- LL 54.1 522 1. Sheathing Is APA rated sheathing a must bear APA trademark. 515x15 Ib G=0' 1318 Ib G=O' S15xt3 Ib G=O' (V 9 co 515x1316 Ib G= 515xi3 Ib G=0' carlk GM5T12 strap full 1 2. All namar�ilsssholl be conrrlon wire nails and have minimum penetration of 146• Into framing � � � rV of bldg,see sectkxas t cn IS 51.2 3. Field nal" shall be IOd a 12' u typ. uno. L � 23/32' APA rated t<g sht9 over W 11 4. f'rwkie ion. a alaphraW 2' APA rated -n-II -cc a face post to 4 Vi typ corner noted on plans t details. F ecal diaphragm nailing see ' E where 5peclflGaiM1 down,wiled H/ IIsOd a 6-cc at all bm typ 553 563 corrlthIb for ad lI fcis Een s rhe t5 of�II B 5. For sheath lay-out see frame to roof,s.a.d. 4 84.1 �^9 ng plan. 512 O 02) Q U LUQ tz co SGHEDULE s co No Scale O w v Q Q c 800E FRAMIN6 PLAN W=l'o• North.+ sheet tttle ROOF FRAMIWs PLAN revisions ® Owner Revlslons Nov. 1,201-7 ® Goordratlan Dec. 14,201-1 'RTU Goordlnatkm Feb.-2,2016 job 1408" date Aug 21, 205 scale NOTED AS2 ■ 2 sheet