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J <br /> STAIR FRAMING, BUfLTUP ROOF �SSF�iBI(E5, BEARING: UNLE55 NOTED.FRAME ALk HEADER <br /> $TRUCTIlRAL NOTES BRiCK VENEER,CHfMNEY.ETC.ENGINEER MAY BE OPENfPlGS WITH ONE TRIMMER NJD ONE KING <br /> CONTAC7ED FOK ADDI110NAL A5SIS7ANCE. StUD EACH SfDE <br /> F R A M I N G EXISTING CONDITIONS: POST SCHEDULE: <br /> PRlOK TO CONS�RUCTION. GOMRAGTOR SHALL POST BEARING; p05T MAY BEAR ON A WnLL <br /> HEALY RE5IDENCE VERIFY pQSTNG CANDIT10N5 TO BE AS SHONM ypLE PI.qTE. <br /> 2135 COUtJ DRIVE ON DRA4VlNG. IF OTHER�MSE THnN N5 SHOWN. <br /> OttoNo MN 55356 COHFRA(.`�OK MAY COt�fT�lCf nRCHtFEGT AFID EN- MULTIPIE PLY r05T5 {E,G: 3-274t): SHALL BE <br /> GINEER FOR REVISED DE51GN. CQh16tRUCiION GRADE SPF OK BET'fER 1MTH � <br /> EAGi P/�iR OF PLfES FASTENED BY(tj 70D NAIL I <br /> ARCHISTRUCTURES#0709-1 WOOD TRUSSES: o�6-o.c.sTnc�ezev ench sive. ,I <br /> POST Pi:TYPICAL AT EXTERIOR OPENING: <br /> IF FINAL TKU55 LAYOUT VAPJES FROM 7HAT (i}7J(6 TRlbikiER+{t)2X6 KING STUD � <br /> SHONM ON DRAWINGS, FABRICATOR SH/U.L ppgT�2;TYPIGL AT INTERIOR OPENING: <br /> S�E ACCOMPANYINri LET7EK OF GERTfFlCATIDN. SUBMIF ERECTION DRAWING 70 ENGINEER FOR (1)2X4 7RI►�.SMER+(t)2X4 KING 51UD i <br /> ' COORDINATION WITH OVERALL DE51rN. <br /> A�SUMED DESIGN LOADS: PARALLAM COtUMNS: <br /> WOOD 1-IOtSTS: <br /> ROOF BALLAST: NEW ROOF ASSUMED TO BE COtUMN BEARING: COLUhfFJ MAY BEAR ON n <br /> NON-BALLASIED. 2-5/16" OR GRFATER N7DTH f5 REQUIRED FOR WALL SOLE P11�TE. 6llT BLOCK SQIfD BETWEEN <br /> ROOF SPIOW LOAD: DE516N tNClUDES SNOW T��`' ��.1ECT. 5EE PLNN FOK DEPtH. THE gp�E PL/�FE & STRUCTEJRE BELOW WITH SAME <br /> SURCHARGE FOR DEPd51T FRdM UPPEK ROOF FOLL0IMNG,OR BETfER.AKE APPROYED: Gp,�p�SPEClES A5 COLUMN MATEKI1IL. <br /> AND/OR DRIFTING.AS REQUfRED BY CODE. 1, T1tU5 j0t5T MACMILUtN: PARALLA�N COLi1MNS: PAP./�LLEL STRAND <br /> FLOOR DEAD LOAD: WCLUDES SHEAtHIMG, . 2_5/16"VYIDE• TJ!/230J015T. LUMBER (P5L),OK �ARALLAM" 6Y TRUS JOlST <br /> FR/�MING. WSULAttON. MECHMIlCf�L, E7G. SUT . 2_Sl16^WIDE: TJ!/360JOJST. MnGWLLAM.OR EQUAL. <br /> NO 7HlCK5ET STONE IXCEPC/tS NO7ED BELONl. ALTfRiVATE GLUCAM COLUMNS: MAY BE <br /> 2. lOUlSIAfVA►PACIFIG: <br /> THICKSET STONE: 25 PSF DEAD LOAD HAS �Z_��,.�DE:LPt-32 SER/ES. 5f1B57t1U1�D IF �QUAL OK GREI�FER CRO55- <br /> BEEN ADDED FOR TH(CKSET STONE FLOOK SEGTION�5 USED.SHALL BE 90U7HERN YELLOW <br /> FINISH PLUS 6ROUT (MAbMt1M 25" 7HIGK 3.BOISE-CASCADE: PfNE (GOMBINATION�4B), OR BETfER,AS SUP- <br /> OYERALL) /1T nLl MAIN LEVEL FLOOR FP,AMIN6. . Z-St6"WIDE:BG/JOlST6G�OSEt21ES. PLIED BY 57RUGTUKAL NAxDCOlPP.OR EQl1AL. <br /> CONTAGT ENC'iMEER IF 07HERWISE <br /> t ROOFs: 6NOW LOAD: 35 PSF LAMINATED VENEER LUMBER ftVL) SPECIAL POST LOADS: <br /> DEAD LOAD: 17 P5F <br /> T1LE NONE ALLOWABLE DfSIGN STRESSES: 2600FS 1.9E C�NIRACfOR IS RESPOtJSIBLE FOR SUPPORT OF <br /> 2. FLAT R�OF• SNOW LOAD: 60 PSF OR BETFER. ANY PQST LOADS NOT FLlLLY DETAILED ON <br /> DFJ�D LOl�D: 20 P5F MULTtPLE PLY BEAMS: FAS7EN TOGETHER PER DRnNANG. ENGtNEER MAY BE CONT/1CiED FOR <br /> Bl�LLn57 NONE MANUFACTURER'5 REQUIRE►viENTS. A5Sf57�NCE. <br /> 3.FLOORS: LNE LOAD: 40 P5F WEATNER PROTECTION: IT IS REGOMMENDED 4200# = P057 BEAKING LOAD IN POUNDS.THIS <br /> DEAD LOAD: 15 PSF FHAT ALL LVL MATEKUIL RECEIYE n F/�CTORY MAft1C AFPEHRS nT SOME LOGATIONB <br /> THICKSET STONE:NONE. ltPPUED KESIN-IMPREGPUITED OVERLAY: W.1TER- M�NERE SPECIAL AT7ENTfON TO PROPER <br /> 4. STONE FLOORS:l NE LOAD: •i0 P5F SHED BY TRUS J015T MI1CI�AILLAN QR SIMILAR. POSt SUPPORT MAY BE REQUIRED. <br /> DEAD IAAD: 15 P5F <br /> T}iICKSEf S70NE:25 P5F DIMENSIONAI LUMBER: EXISTlNG ROOF: <br /> BUILDING CODES: sHn�ae s2 srrtucE-nNe-FtR ort eerrert. �� �� �� f5 FRAMED OVER F�l1511NG <br /> ROOF, CONTRP.CTOR SHl�LL VERtFY THAT EXIS- <br /> D(CEPT101V: WALL STt1D5 MNY BE CONSTRl1C- nµG RppF STRUCTURE CAFt SUPPORT THE NEW <br /> ALL CANSIKUCTiON TO 6E IN ACCARDANGE W1TH TION 6RADE SPF OR BE17ER. 5EE AL50 NOTES LOAD. ENGINEER MAY BE CONTACFED FOR <br /> STRUCfURAI REQUIREMENTS OF APPLIC/1BlE ON POSTS de BEARtN�i WALLS. A55t5TANCE. <br /> NATIONAL.STATE.AND LOCAL CODES. <br /> STAtVDARD OF CARE: MINIMUM BEAM BEARING: MOISFIJRE EXPOSED WOOD: <br /> BEAR FULL MADTN OF BEAM Oht FULL WIDTH & ALL STRUCTURAL WOOD MEMBERS EXPOSED 70 <br /> ENGINEERING SERYlCES SHALL BE IN AGGORD ���7H pF ppgT,�pLUMN OK STUD WAlL EXfER10K OR tNTERIQR M015Tl1RE CONDlT10N5. <br /> W1TH THE ABOYE QUALtTY STANDnRDS. PRAC- �CEP'FION:5EE HOTE ON LUMBER HEADERS. WCLUDING ?Q5T5, GOLUMNS. BEAI�fS OR WALL <br /> 710ED WI7H THE LEVEL OF CARE AND SKILL P�qtES IN DIKECT CON7ACT 1MTH CONCRETE OR <br /> OKDINARILY EXERGIZED BY REPt1TA6lE ENGh ���L BEAM CONNECTIONS: COFfTW�LTOR <br /> NEERS UNDER SIMtLAR GONDtT10N5 IN 7HE tS RESPONSIBLE FOR ALL BEAM CONNECTIONS �ASONKI', SNALL BE iKEATED �!2 SOUTHERN <br /> SAME LOCALl1Y. N(3 GUARMITEE OR WARRANTY. NOT FULLY DETAILED ON DRAIMNG. ENGfNEER �NE <br /> EXPRE55 OK IMPLIED.IS MADE. MAY BE CONTAGTED FOR A5515TANCE STEEL CQNNECTORS FOR TREATED WOOD: <br /> 1150� kNDiCtiFES SPECIAL BEAM CONNEGTION AL!STEEL MAiLS,BOLTS.HnN6ER5.ETC. SHALL <br /> DESIGN RESPOIVSIBILtTY: LOAD IN POUNDS_ TttlS MARK APPEARS 8�APPROVED BY MANUFACTURER FO(Z U5E VJITH <br /> A7 SOME LOCAT[ONS WHEKE NON- �ENfC-FREE PRESEKVATIVE TRFATED WOCD. <br /> STRUCTURAL ENGINEER: KESPON5IBLE FOK STANDARD BF1�M HANrEK OK SPECIAL <br /> DESIGN OF "PKIMAKY" STRUG7URE 1"0 EXTENT 8���µ�Y gE R�1�t1EREv. EXISTING BEARlNG WAlLS: <br /> SHOWN ON DRANANGS, SUCH A5 BEAMS P.ND <br /> GOLUMNS.FouNDnnow w�u.s 6 FOO�rtrtGs. LUMBER HEADERS: ��� TO DEMOUTION, YERIFY THAT ANY F�QST- <br /> ING WAtLS TO BE REMOVED AKE NONLOADf3EAR- <br /> CONTRACTO[: RESPON51Bf.E FOR nLL OtHER ING.tF Q7F+EfZWISE,CONTACT ENGfNEER <br /> STRUCTUKE, EXCEPT h5 SFEqFIED ON DRAW- SHALL BE#2 SPRUCE-PINE-FfR OR BEilER <br /> INGS, SUGN GONNEGTORS. SLhBS-ON�GR/1DE: <br />