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0294_001
PID 20Z© ©42- BTL ENGINEERING PROJECT RECORD Date: October 6, 2020 To: Fitch & Company Attn: Selena Fitch From: Ryan Hartman Project: Dvoredsky Remodel - Edmonds Dear Selena, 19011 Wood-Sno Road NE, Suite 100 Woodinville, WA 98072-4436 Phone: (425) 814-8448 Pax: (425) 821-2120 Pages: 1 + Attachments BTL Engineering performed a site visit to review the as -built roof framing for the above -mentioned project on October 02, 2020. The existing roof is a rafter and ceiling joist collar tie system with rafters & ceiling joists spaced approximately 24" on center. Upon our site visit, it was apparent that the existing ceiling framing is inadequate as constructed for all locations where existing 2x6 ceiling joists were spliced and lapped in the middle of their span. In order to adequately support the existing ceiling, a new upturned 5-1/2" glulam beam will be added that will span from existing exterior 2x4 wall to interior 2x4 wall. Strap hangers will be provided at each ceiling joist for connection to the upturned beam. Refer to the provided SK-1 partial roof framing plan for retrofit information and SK-2 for connection requirements at the upturned glulam beam. Give me a call if you have any questions or comments. Sincerely, Ryan Hartman, P.E. BTL Engineering Attachments: SK-1, SK-2, R2.1 P05V UNb$& K.Yob� 4Ah� -to bUt as gH (E) SHIM WALL TO 2x6 s n K^Z WIDTH PER ARCH'L AS ' •- REQ'D FOR INSULATION ttIf 7 Y V11� — INFILL (E) OPENING CL W/ 2x4 STUDS @ 16"oc "3 a x (E) OOF Gi FRAMING 'J itiM NWiliy i�'ErovF .�. 2FP�t, GoNT=,�uou a: �x�sn�G �os�T _ w r INFILL OPENING 'I (E) W/ 2x4 STUDS @ 18"oc _ (E) HDR (E) HDR SHEATHE & IL NEW EXTERIOR WALL W/Y" LYWOOD SHTG & 8d 18 SO4 (B) 6"OC GES, 12"oc FIELD 18 SO4 SOLib ISM-r-'G UNOal\ 2Lt�d1� BOAKa ovE-n 4r� SHEATHE & NAIL NEW EXTERIOR WALL W/W PLYWOOD SHTG & 8d 6"oc EDGES, 12"oc FIELD - CE') LoNrz,iuouS 24 C`T44IIr. 3ots^r I LAneC-O ZK(e Cfti-�& ZoTbr Qi lh-OL Sic-� ---- - -- - PR2tiAL 2001` F-khOATN6 P'-I.N �So31 (�JoREpS►ey R�MOD;,, vzm 4 to(0%t vao (N) BM PER PLAN (&es-r oN Top of ?,,$ CExrx�G 3oss-rS� (E) CEILTN(, 301STS — PEp\ SK- \ 2x4 BRACE AT EA. J015T (ALTERNATE 51 DE5) W/(2) 12d PACENAIL5 TO J015T AND A54 CLIP TO BM (E) CEILING �PFQ :2.t(o c-eprar. Sou'r6i F THA2% j.WklJGSN A-r 5A, 3oT$T )TO sTb$S Or- ") (N) TH NtI3 NA"J6Er\ AT EA, C ET LT a G':Y o-ST To Qrk (.UNFk, 2,,g C6TLTtJG 36TSTS OC4C.O& CkA6& oNF sxai ar M ON�ti> L E'►iSN(� �j t� SU�PORt (%VO/1FinSVC`� (i.�MOgpy �fA.tj kol b�1201.V BTL 190] 1 Wood-Sno Road NE, Suite 100 Woodinville, WA 98072-4436 tb [ to A-1- k rL.n n - —A . TA V I A. - Phone: 425-814-8448 �NCi1NLL1t1NCi -� �"- ��„"- . " v -.. -. , "� ," � -.• „ "- „ RB— c6xipV to ftr-- C6c► 4 wtp bT*01^0� M= k.ft 'W��giD)4ZtJ��trF V = L/360 = • -72r (LL) L/240 = L t.; (TL) EI�ld = V W6 x106lb.ir>t2 5 `I, x (, %I, wL M = k.ft V= L/360 = (LL) L/240 = (TL) EIreyld = X1061b.in2 z 3 S0 # (J� rJ Mm m rocaer ( J7x (T)1x Mo SOWW �TW eRa�r T �e ►161e T TM rOOTINb_ l J� Twimm"t l Jsx POWTr lJ STW 6RaJr (Ax STUD O" r T MAR HOR T r00'nIJ6t_ 23.5 rax:4c�-a��-ai�v 2--�w # lA. FOC40T 72x TRmmm (d02x *nap ( )a« ■ vw &Rap OOM TRUYJ �rtXe P03 _PwTltl ( 12. FOOOr (J2. jl TRIG PM ( )4x STUD "OL" ( )2c STUD "OUr 11iR Tt MrR r05 _!'00'ilN6 Project: t"'OA-kDSKJ KF_MO► E-L Designed By: (Zt-H Date: I0+9te17y7' Project Number: Client: FTTC,µ d- Camp ApJ"\ Scale: Page: R2• 1