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PLANS 1 I 2 I 3 I 4 I 5 creation studio ,......,I„r ,ns,a,re„e,,,MN,a,s,ELK...,,�,,,e,,, ,�,e,�,,, GENERAL GONSTRUGTION NOTES ELEGTRIGAL NOTES 6, 0008P7O1 OP BIL014 ELEM.. aft AMP LT! lSI 5 Al.4DOR RPO.4R®T I. I HWmSS 1 .6U w�1.Tort ISM abC C O NCE MIX NJ.PROVER DETALALSS,PRAMS. FROM THE AN.511 re LICENSED No nxPOD TO PLwORM MONK IN MS J.Iw901crw1 NO JOIST TO ELL.TOP PLATE OR BINDER 9-00 COMMON TOE I.IL ' 1RLCTCII DC.... 5 wLPILE FOR PERMITS AND R5.11.0 REPECT.1 AT MD..... sy ivy IX6 9LEPLOOR OR LE.TO EACH JOIST OR BIRDER JOIST ] BL1 PALE KC NAIL AL � M PPROVED SET OP fin. ].N1 DEVICES AND 500 SHALL BC or AH APPROVED TTPG AS R[allam Dr THE NEW.AND ALL 1Mn NOT AT BRACED MN.5) 160•ANDp 2 ALL S..COMPLY MTH ALL THE MPLICAEE SECTIONS OP TM CODE OP fS.1 YOiK STATE LOCAL CODED 6OVE'RNI.. SOLE PUTE TOP OR_ 2-160 TO,L FONT CODE LANA NO M N ALL OTHER.APPLICABLE CODES P THC m TYPE AND taAnOS ALL FIXTMES,SPITGO.RV1C6 NO OlMT5 HITI OM6R SORB PLATE TO RATE TO STUD X OE NAIL /' Itl 1w9D1.10.IN ALL CA9tl.M MOST IS LIMITATION OF D.COORDINATE TOP OR ANY APPLICABLE FIDE SMALL F.POLLOP.BY TIC CONTRACTOR REfPoM61BILITY OP L.PACE NAIL EARN CONTRACTOR TO CARRY GOT THE N.C.SPECEIED ND IN ACGOIDANCC MIN TIER CODES. ELECTRICIAN W THE CODE. OKCT...PANS.AND UPGRADE AS REGIME,PER THE DOUBLE TOP Mors 12 IL I TOS OILS D m.Niel r ANO TO wwKviL 11.RmnRareNTS,RELLA...ATI°.AND - SHALL C.RDINATE M.C.API COMPLY PITH THE D SOLE DOUBLE m TO JOIST OR BLOCKIIL)(AT IRKED WALLS) 916D - 4 LLmAIL UTILITY COMPANY AS REWIRED.PERMITS ma Nxis PLTVwPPM AREA .MIWMM 45•OFFSET OP END JOINTS,PACE D NAIL 9...R0 T T HAL A.0060E OP EA'.N 001 LT Pf0.F4RN.D ND ..0006001010 M w1L 1�1N,BETPm1.01sTs aR RAPIERS ro TOP Mm TOE 9-6D - TO Ee PLY LICENSED AND INSURED.Gout A-COMP TOR SHALL Be ore A.I _ARE GENERAL STRUCTURAL NOTES RIM JOIST PLATE,roe NAIL BE MADE wTHCUT CDHBLnNG TIC ARCHITECT FIRST. I.ALLLWS5000IIF+AL CONCRETE SNAIL COMPLY KITH KI 5PECIPICATIOS P HAVE A MINIMIM ULTIMATE TOP TES�LAP AT CORDS AM,1HOPwTOS.PA. ]10D - 4.N0 SUBSTTlrl018 SHNL WO P9.1.AT DAY]6. I644.M 5.CLNTRAATw s)SHHHALLP 1 ALL LISTED ND Nor®DRCMBIOS A.M0104.00 MC SERE OFP BAL..TEASER TMO PNYLS PITH i•SPA.. 160 H.AL.. O• ].ALL ells COATED ofOS SHALL[FTER DEFORMED VERTICALLY WTN Hrsr 6KVNIED ASTM K99 OR EPDXY BOATED eRADe m OR�neR DePOR®Reese EA.CORTINA.ICAD[rL 1MO PIECES 160 NM ALO. 6.CONTR44TOR TO NOMIPY TIE OHM0R IN ANY 11011ER,Ww1 TIE PORK HILL.EOM ON THE VERIFY ALL.RICTUS CODITWM. S.BPARIxG 4PKITYmSOIL 19 MP/SP.MINIMA A9W®. • EACH!ED. PRDECT A.SHALL COORDINATE cE1LINeJOISTS TO Mm,roe NAIL - O'PB.A ANY COOP�1d AaPD SHALL BE B.J.M.TO TIC A ALL MSTRUCTURAL STEEL TO BE ASTM Asm A99].Py.90 cal AL LENT 6NSc FRANKS TO 6E]4 CONTINKU9 FE..TO STUD,TOE NAIL - AR...TS ATM..1 1 The COMMENCEMENT OP P.X. N. i.VAS OVER PTm.S.FACE NNL _ cEEiIJt16S JOIST, TO PARK I M TERS.PK NAIL - CONTRAS T��oe CM PITH THE m4I.PC OP POHA INSPECTIONS ME No.V]OU EMANATE KI.A rvWH.MBBDIS TO EACH SAD APO PLATE PK¢NAL - 1 All.NE+-ECTIOS. CEO T.Wm4.TOPU TO 440 MADE UMBER.TO BE Sow SPREY..TREATED TRESS O`DT9 PSI NO CONFORM TO AMA 9T TO DFG NO 111'PGT9.LAMINATED VENEER BE..., ]-0D - AND SHALL STPLOTTRLUFCEE AL-SRADE CO HAHAVED E..NATURAL,TRt�SND OP]60O PIN ND A MoaaVL OF ELASncm'OF R6 NEE NNL _ - mOOO P 1.PARALLEL STRANDED EA..TO HAVE A MNMN®01NG STRESS OF],9W FSI INICTER THAN BEAR., EACH BEAM.,PACE N. IMaFamY,e NMI.CARRY.FORPARD OP T.PCPS OF MIER CONTRACTORS SHALL OCCUR. AND A KOJI.O•ELASTICITY OP]OOSCw PM. BIILT-P 6IND06 A.BONS.]•LOUDER LAYERS loeR MAINTAIN ALL 9NETY 1P4n16q P A.SRN,PROVIDE ALL Pa01P5057 CONCRETE.MASCONY. E Oy WRYR FASTENERS.SODS,440407 .STRUCTURAL R.A.TENPOR TOY Cn1 TRUC .......TO WESIND ALL PERSONS.PROPERTY. ALVAN1gv INK ANC.wTH ASTM K39 OU BETTER RE5P...POR ALL TEMPORARY SUPPORTS AND 5.10.45.n.LIENN6 ANY . FN661.16u16 OP BIOI DJPPGRTS AND B..W. T.ALL 9TR OR WTAL ICA116NS SHALL EE INSTALLED MITI THE PACE 6M BPB0I N PCN.A.R TO THE 1 0 D® RCfPO01BE FOR ALL MEANS A.METHODS or CO s...6 M ALL 700404 RY 16D PRIA5M 04AM ]PLANKS ] AT EKH BSR.Ioe9.PROTECTION AGAINST PEAT..AND THE COORDINATION O.1RADES N0 RNiEL11VE ALL-DIMS TITLE INDIRECT T TH TIC LOAD E....[CARINs D.ECARINS OOP J1T.TIC OISTS AM,Dn LOAD..ONTO SILLS,ETC. ��D 59 MP.SHALL 9r9.FULL • BE REICOFELT AT ROM RAFTERS TO RM.VALLEY OR HIP RAPIERS. I AND CLOE-0.PROCEDURES SNELL DE SECM.,Erf,NO AT THE EXPENSE OF NOTICES RFdESTD POT ALL N. TTORS TE M.. 9HN.L 1DE MMM APPROVED HOT-SALVNL4D METALTOE NFL -- ISPECTI.9 REW11R® T THE 60VERVIN6 9.0.DON NO P.R.K SHALL START INTL ALL THE - NAL1N6 SHALL NOT E.COS1oeRBD A POSITIVE 9TRCTIRAL YONCCTbf1 ow. C sco NECESSARY PERMITS ISM r CONTRACTORS CT OR BE CONEMEr.,COMPLETE 9 TR.S......TES.• TIMOTHYO'IEMT Al.PARTICLEBOARD PART ARD NBC FLOOR MD WVL SHEATH.TH1 5 fRAMiN6 II PRONE BR..AS PER M NPKTFtER9 ARLNIRLMtAL TRSs SKEIB C 9ne•-1A]•�� 612-9IEF WALL 6 DA 19CONTRAGTOR SHALL Nan.AR.I T. ITw5 PHA- w'AM'man0NA0LE a 41 TO HAVE CONTI 69 LATERAL BHKm6 AT A M...INRNVN.OP 10-O• 51J6hn tlendon Rd EXPOSED m TAUT A.TO REMAIN.ALONG W11H AL LOAD-BEARING ANCHORED INTO SOLID BD MALL wE]�P oc. YD 1i LREPAIMES PLAT.BEM..THOSE LNOOVERED IN TIE PIE.ND nn9e 9w r QueensEury.Newyork 12504 11A6'-1/4F 10D 6 I]A IIMMATE0 ON TIC WNOCR N69 SNAIL BE BROMIR TO TIC ARCNITELTS ACE.ON IN A nIff1Y cXORD r ERSIDE DIAGONAL 1N6�(AAA a9 DE 9 EOM SLOB OP a106E LIME 99.ROOM SCATHING TO NAVE STA66ERED JOISTS A.PA9TEN PEN NAILN6 Y.n.P 19.NL PATCHING P REPAIR.SHALL EC OGEE MTH MATERIAL H MVOR 1.5...TO MATCH ADJACENT. 94.SHEATH.CO ENVIES SHALL NOT PLACES ON ROOM'.A NAKIMAH O.6 SHEETS PER]Ta1GEEs ALL MEW COSMOMON TO ALIGN WITH EASTI.UI.CO OF...I OICATED. L MSIRCTOH LESCPUITION OF INS ON O' SPA..OP PASTE.. 9.1.LAP LAP ALL LARRN.BRACES MINIMRM]'O•. MATERIALS PAJMBCR b4A ED0ENINC EEM 1MERMENAm SUPPORTS 14,ALL 0RK SHALL BE BE EXECUTED M KlpmACE MN TIE BEST ACCEPCABLE TR�PPR T0�,PER M.NIO.R BOLTS b0NCK51 A110...P PER TC REti11REM ENT9 O'TIC COOL PLATES AT ALL E.E.C.PA L9 OR MONOLRHIC SLAe9.PROD 90.E PLATES O• LI 61.H1H BOARDS I1 112.GA VNEEED 4 D A.IIMELT R 2 wafer R.E.TR.E.W.CCEINABtE COSTRCnON AT THEE POSE OF Th. 1MIL PANELS AT INTERIORS ON M HMCLA OOL SUBS N ALL L M D DILL PLATES Oam1 ALL WARRANTY NO WASN'T. SHALL BE NYCALED TO TO FOUNPATION M.N.h.MCM Vf-MOF NO DIA E ER AOR mereSPACE=A NAIL.I PEORMATION BY TIC APPROPRIATE MITI PKTLRER9 NW SHALL WORM TIC OwsR OP MApMEM or93 CENTER OMt APPROVE,NCI v OR...FL 5TRAM9'XKCD A9 REWIRED TO SGRDS.TYPE II OR S PVNRRNR1tl AND OI.AR/.H1TIES A99LN.IAmD WTI SAID PORK PROVIDE=WALL ARCH ORASE 1O V]-61OF0IAYLIHI A..BOLTS.BOLTS SHALL ENE.A SAS.GYPNM BOAR],g ISM'SAWN . 4 6 TO ANY SPECIFIED HATTa1u 5 ORASSiB�ESi REOES.PANNIER. T�ORB51TH CONTRACTOR INNEI r T. 6 l BLIES INTO C.C54644..OR. CELLS O'CONCRETE MASONRY DOTS.TIC BOLTS - T!C•MTC A Wf API MM9NHt SHALL BE - vATA TtlT R®LYR DATA CODE REU1m MAMMAL.ETC.WbM01N6 ONE'A.ANC..BOLT.ThEE SHALL Be AA MOURN OF TWO BOLTS PEN Mm" T. • PROM WARM.,TYPE WORE SUBMIT...OP APPLICABLE/.1 Al0N4 rt.AB6MED APPROVAL BYTHE OMEN 601CATIN5 PIIC/ONE DOLT LOCATED NOTT01 THANuEAR cnLL SOLE PSEVEN BOLTDINLY6006. AHATTmr SKIT SESTITUnO1 FENIX.TIE APPROVAL O TE ARCH T. A. TPSECARTR INT..EPAB.PAL W.W.9OEMT0OIMOLY ANWSLAB. P m � THE ARCM..RESERVES TIC APPROVED TO PELT UCH SINSTINnW FOR AN(R.N..q AS PART O'A BiAYID PALL PNEL Si1NL BE POSITIVELY AHCNOR+®WHX N.LF9G T M.TIE CONTRACT AMOUNT SHALL NOT re DCW'AE®Er TIE USE OF TNC 5/4' A4 V4' 1.......NNL 6 0 SRmCIP1®MATERIAL OVER TIE REDE9Tm 51.B9nMION II.ALL WIKMPI HEADERS TO EC(])]X 10 NTM DOUBLE.NCK SLID L...011..419E NOTED. rw.ELM Am. r..AP.r` 16.LL CO ONLY g9POD® OP SHALL TIC PROrtATYream i SITE ON A REdUR I],ALL M.LT-PLY L.BON..TO USEMAULING NO/OR DOLT.PATTER...IP.BY MANE. ....................................................... ....r..P,.r. PALL FINER. �..,ISM TIE METH YORK STATE BADS.CODS.ALL Ns... _ O HAVE A IRE RESISTANCE Mnla SHALL BE OF ANAPPIROhD AY_OTLY . �...•......+...�.=4...-.. BY he 11NrorrwRTOE'L,.mRA'oRL'nlu°R IN'APPRo•.ED A500 BUILDING THERMAL ENVELOPE {� - %%s^-�m IEN-L FIXTURES 6u 0.nRN1 0i EOn Nr.M WNIe,ETC.TO m APPROVED OP BY 11. ...en m_�n.dv+mrl'+°.-1 m SUPPLIED MATERIAL YEN CONTRACTORS r... TtO DWALL BE CORNS,SM.TO LINT INFILTRATION T.SEALINS B Y � ti-�LO11 r" � __V...... • w. RESPDNFIBLM HAS�i A.M.BY M 460045CT FOR INFORMATION 555445D BY OTICN9 1.1.175 INS PEEN 0 IMLAR MATEAIAL9 SHALL ALUM POR DIPPERENnAL SPAtSI0M1 AIO B 4r P� SIEVED BY TIE ARCHITFLT TO BE RELIABLE NOR FOR ANY CO.ITIONS PMILO PORE SEALED WTI AN AIR BANNER MATERIAL EATABLE SMALL ee CALVED, GASKET..LOST �PPEO.OR OT6BYY r .C.... a P. ..w� reµ a an OR 6wO�ABLE TO DETECT MT..BESTAMIAL ND/OR EXTENSIVE FROBM6 OR r UTE.DEFECTS IN M EOSINS 5TRCTURE ARCHITECT A9RRS9 NO ALL r.ArwP+M a w.rw .. ...�r.r+r..v= LIABILITY POR ANY MONK NOT IN COPORMANCE MTH THE CODE NOR FOR MOVERS COMDInON9 F.AND.TONS YM 1119.2 R WA.DOOR A55RBu[S AND THEIR RESPECTIVE JAMBS AND rR PINS. ]O.ANY SITE OPERVATIOS PEPPORED BY TFE ARCHITECT ARE SOLELY FOR TC ARCHITECTS 5..MALTY PDCELATIOe PURPOSE OF 12.1.INIH6 IP SC WORK 19 DENS CARRIED OUT IN KGORDNY FM THE CONTRACT L1NG5 A...ES ADJKSR TO SE. VV.ENVELOPE. DOCIIMENTS FOR THE SOCRAL oE91M Arm ACT..INTENT.THE A.I.C.PRESOY.E ON TIC 5.PROPPED KVLE WNLS' Y RNNEs TIC CONTRACTOR OP HIS DUTIES TO PE POW THE MONK IN ACCORDANCE T.BOHI.TUBS A. 9 TIN6.CRPAL..SPACE mom commove::SPACE THEDO'MTNTS THE RNE9 Al.RC6LUTONS MNOARD BY TIC LOCAL Mee.CM.J 6 UNITS. 1WJ.L5. WTI IPA CONTRACT 11.-ENT9 OP THE N.YORE STATE BILD.CODE. ARCwTBOT ALL WANT.ADDITION.9C..N5 W POTENTIAL NELTRATION NOT LISTED HERON NOT BEµH6D LIABLE FOR ANY DSATIS^KTOR•WORK PERFORMED,TIC EXALT!OP ' CRAFTS.M.P.MCN6 AND ME11gD9 O•C0N9116YTION AND SIZE SAFETY.EXCEPTIONS BY TIE COITR 0410 BULL 6510 0 AND LINE A PEaNAX T CERAMIC IN A.ORDANCE T'SHALL B:POP N 4019 • LOCAL MMIcmALRY PALLED 1H P.11 S.OR ANY OTEADEPIGENCIE55 BY THC BOMn....R. N1OrVBLEDPPLECnoN or sew r.TRN MFMPni or Y C.SERVATION COSTRCTON[ova Or Nn. ON OR STWGTIIRAL MENC.5 WAXY g SNAIL BE...RED .FINAL AND PFOERESS SURVEYS.ND REWIRED GESE-C. M M B.FCTn4N_..CIOMPANEL ETC. SHALL RCANOT COVEN INVE Ofl9CLL CC C ANY WIREDELELTR CAL LADS BY T.CONTRACTOR AT HS F.PP.PP R1 INIFORMMON ON I.FELLATION VALUES oP TIC CERTIFICATE LCLINSS NO 000470IFVNN9 O'ALL - FREED CEIL.ARAG®TO MFTB69.13 wTM NO OPOCR ORS 4 01 PAWS m85RCTO1 AW T4 5000 P.- INTER.. iRATW HDOCCorSN� LOCAL mac 54 THE TTFE A. 411EFFICIENCY O'IUTNG,C00.1Ns AHD ARCHITECT Alm PARni1OSVILE AROiITFLT NOT RETAINED i MILL pm 91M OR TOR MALL APPROVE ANYYCRK PE4ORI6D. TEREEGIA N. TY FOR ADDITIONAL REC IRE Ems. NOT PERFORM POLL AM P1 RONR'ANY AFPDAMIS OP 6PRLTOµ NTDAVIT5 OP FINAL CON9TRGT1d MALL TIES CERTIFICATE ALL 011.R Yo 1x NRM.1 15°OiIIANr 00401neATT..TO TIC COMPLETION OR CONPORRNCE OP TIC EXTERIOR.11.a wASTEER OR STIKLO mean MIRK PwrrnM.D BY THE COMIALraR ccavoN ND LOADS rani Barer0116. 514549 1.1240 EXTERIOR MAL..D LOADS PG.PL...F1415.e5 UW ...ADD.AT EXTERIOR MORD AND N.M.TO EC ID)]EO M1EY...KE NOTED. O,RICAMLNA SPAN TAN E1 24.ALL NEAT STAIRS A40 RALI45 TO MEET CODE. HORMCNTAL SPAN S w91 BR 5[W9r6N '0.0. 6 ROW N6 202. O6 B eL 14q 16b KI]]R I6 OC. OP.BE ON 4N A MJNIMH LNIFDRI Y DETRBVT®LIVCLOAD ESP) CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA A O.B. LosE LIVE LOADGROUND M. MI SHE. IMAM r•••4.r A-cm EXTERIOR BNLON5 W BORN TTO VARA.E PROP DENBN MDERLA.TMPNT HAZARD LOAD (MPH)CATEGORY Tn. REWIREMENT SHRT TIME A99E.E R VEHICLE EAR.. a ^ ... wohe Arr.KTSOUT O 500 115 B 6.,BQ 9a.RroNT fro -5 4424 6 0R , GENERAL NOTES Roo.OTHER TN.SLEEP!. 90 Poo 6.1... PALLS SUARDFLAILS AND HANDRAILS 1 I • I 3 I 4 DBIm6 G P AND I-.NEI6N IG E 6 LMEDB m65. A-001 2 13 4 I 5 creation studic9 51/16134608 DD 6.01.1(11 • : . LOTI6 • LANDS OF ,, THERESA W I DEVLIN MO__—_—_____—_—_—___—_—_ S O6°S0'20°W __—_____—___—___ ___ TIMOTHY OTFARY C • N N I - 51JoE Mann Rd V • m Queensbury,New York 12E104 _I I\ r EXISTING WOOD I. I `\ I EXISTING I FRAMED PROPOSED I ;I I DRIVEWAY I STORY vEGK I k I_ `N ROOF 6 I ,11 I oq glo - �N . `GH N as*961951E I \`N N. • 'I S O6°SO'2O" —r_-J I . .I LANDS OF B \ - I . • MOYNIHAN • B �\ ,.. , TRUSTEE • \\ LOT 18 I \ 'N — NOTE: SITE PLAN DEPICTED HEREON HAS BEEN - I I `N DERIVED FROM THAT FOUND ON A SURVEY BY : i ro.u VAN DUSEN a STEVES LAND SURVEYORS,5-IS-IS. `N LANDS OF `� °°'* r.n ufnam4 4-+----- . BRADLEY A ° v nc WRYE . auev°m: ox� A A .b e,: • . Site Plan 08,..rre . 1 2 3 4 5 S-101 1 I2 I3 4 1 5 creati• on studic9 aSCOStreel Hudsonie.Nn9ork>2399 / HATCH TCN[<isnNs II I I I I I I I II susuun v TL5 D 1 D - F I RAILINS IIIIII `2olllll II I 1 1 I an•i I I I I II .. DECK 11 1 1 1 1 1 1 1 1 1 1 11 • 1 ! - = = - — 1 ,L__1/ Bo-HEAR N 5 O - (Tn. PLAN HATER BARRIERN ON 5ia oROOF 5,,EATH114,5 WITH 14 n °ELEVATION 9 --,,,"... HATCH ERSTIN$-NIUOL[s MD THY C1 ! HET,GRIP CO. M 5R 5 • C s aa �dnYd M.IR VINYL SOMIT pAnEL S ' Qurens6ury,NewYark 12867 MATCH Myr.,s.RNauNvpoST TO BIRDER . . -.. .,. caiw.lOIsrs CONNECTION M..cN wsr'w .rve coN.ccTONs !IIIIIII IIII I!IIIIIIIIII III 1141 1 Ia LIC ( i ( 1 B' - - °FLOOR RAN B '..•. 0 exisnw °ELEVATION IS I � FRCPR TO 5RMP5oN voR fun au.1,10„ C.C.,NN: ( I \ L1 ----------- A puma By OW A 1 °, ,:..e..... °WALL SECTION - I Hal mlC 1_-I-11 FLOOR PLAN AND WALL SECTION • °SELION °FOUNDATION PLAN 2- 1 I I 3 I 4 I 5 MET A•101• qi ' . Er! Vita JOB SUMMARY REPORT T"' Reece-John Clendon Road .ter / / - rr / / ri e•.F:.c� s s yg , ..-,,.�..,.,...m. ....,< :�,,,,�„-., ,�..i ,oc.. �cos „»,,,, . . �;..., '.,./ .....r„.� „i/,< :. I*mb till t ,;' //ll!////KI ., / <ta. rUf` it>k 1u1Otl y..s/ ;si 11 1 ..;..r1 s,x .t1r , 3 1.,;,f/ 0lllltt001y11a--1 Roof:Drop Beam Passed 4 piece(s)2 x 12 Southern Pine No.1 Roof:Joist Passed 1 piece(s)2 x 10 Southern Pine No.1 @ 16"OC Roof:Joist Flat Passed 1 piece(s)2 x 8 Southern Pine No.1 @ 16"OC 295.15-2-14 AST-0486-2020 O'Leary,Timothy 51 John Clendon Rd Roof over existing deck g:,27 B1)UG i 9 2Q2a oF DQUEP�;Z i , [BUY! I�i� =(: t" ForteWEB Software Operator Sob Notes 8/13/2020 2:01:20 AM UTC David Hutchinson C59 ForteWEB v3.0 (518)683-4608 creationstudios9©yahoo.com Wey tlsxtusei File Name: Reece-John Clendon Road Page 1/4 WEB MEMBER REPORT PASSED deck roof,Roof: Drop Beam 4 piece(s)2 x 12 Southern Pine No.1 Overall Length:15'8" ...... Pyg%)P. ...;yr; .... y� � � o e n 7-10 II � ` �� p r .in . : . . .o: w 0 r'`.a'.�w.,.?�. ..>...�FsS,... c,,..,n...2...R '@.�.,...�fi �f"...•.•.�....... "�:»,.>: Fk�§�.�:,�� �,�3,.3ttts�.ae.akR♦a„�aSx.:u: 1 15 1" I, (El All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. i3e51 I1 Re5tilts - ACtcfat Locatiana A1(010;, Itesui> LDS Inad.;Cort}binatSon Pattern System:Roof Member Reaction(lbs) 3541 @ 2" 11865(3.50") Passed(30%) -- 1.0 D+1.0 Is(All Spans) Member Type:Drop Beam Building Use:Residential Shear(lbs) 2986 @ 1'2 3/4" 9844 Passed(30%) 1.25 1.0 D+1.0 Is(All Spans) Building Code:IBC 2018 Moment(Ft-lbs) 13287 @ 7'10" 13184 Passed(101%) 1.25 1.0 D+1.0 Lr(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.475 @ 7'10" 0.767 Passed(L/387) -- 1.0 D+1.0 Lr(All Spans) Member Pitch:0/12 Total Load Defl.(in) 0.494 @ 7'10" 1.022 Passed(L/373) -- 1.0 D+1.0 Lr(All Spans) •Deflection criteria:LL(L/240)and TL(L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length I gnarls to Supports{Ibs) IMPOOMINISIIIIIIIMINVO.111110#41111$0.00t 1112PRONI Roc•f Lsv 'Total ACCessnhes 1-Column-SYP 3.50" 3.50" 1.50" 134 3408 3542 Blocking 2-Column-SYP 3.50" 3.50" 1.50" 134 3408 3542 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing � 1111.11:0911.111111114144111111111111111.111111111,11111112111111111 1 Top Edge(Lu) 6"o/c Bottom Edge(Lu) 15'8"o/c •Maximum allowable bracing intervals based on applied load. F c D@ai; ....; Roof Litre v.:eititaridadtignidint angteatiditisidaMSTributary Wlilti (OSQ) (non-ammw i 25) Comments 0-Self Weight(PLF) 0 to 15'8" N/A 17.1 -- 1-Uniform(PLF) 0 to 15'8"(Front) N/A - 435.0 Default Load Weyerhaeuser Notes `.,. .. ;:. ::.. 11. : ::::: ::::::. _. :.1 .. .. ::`1 ...:= , :: . .. ,. :.:...:.. :. .. .• Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes 8/13/2020 2:01:20 AM UTC David Hutchinson ay ForteWEB v3.0, Engine:V8.1.2.3, Data:V8.0.0.0 (518)683-4608 creationstudios9@yahoo.com LTreperhscusef File Name: Reece-John Clendon Road Page 2/4 MEMBER REPORT PASSED deck.roof,Roof:Joist 1 piece(s)2 x 10 Southern Pine No.1 @ 16"OC Sloped Length:17'3 3/16' 'x a�VrARERA,a ,,:713171 : MEM a s i t iPS wS�t l; iNineU! Alp$Straki‘=,..-AffaSew .:s., s,>n.K,. ����i ..,. g ££r;xj�' as,�h nt .. ,..' <c;. �. :.m:.x....:::.,,:,r.. ¢:. .»xs.s...:xm,:...'q ? •...�a....✓✓.... a :x,�:..::Y$,.x .:.;,.: 0 '€� c \akf a .0. ``\i '�-\�S tea F\'.s.€ ar ; `O 12 3: h \k13 , \ �\� 41-. a. 15'1" El 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Member Length:17'5 1/2" �,€: Acfuail @ Loeatia-' 1lgovu ,�\�. _,.. ,,, { ) System:Roof D�St�kf."R@SuItS, '3 e� itesalt ,.. LC��` lrsatl Cambinatfbn �iteKn•� �a"�< � Y Member Reaction(Ibs) 702 @ 5" 5085(6.00") Passed(14%) -- 1.0 D+1.0 Lr(All Spans) Member Type:Joist Building Use:Residential Shear(Ibs) 593 @ 1'3" 2023 Passed(29%) 1.25 1.0 D+1.0 Lr(All Spans) Building code:IBC 2018 Moment(Ft-Ibs) 2537 @ 8'1/2" 2691 Passed(94%) 1.25 1.0 D+1.0 Lr(All Spans) Design Methodology:ASD Live Load Deft.(in) 0.545 @ 8'1/2" 0.786 Passed(L/346) -- 1.0 D+1.0 Lr(All Spans) Member Pitch:3/12 Total Load Dell.(in) 0.713 @ 8'1/2" 1.048 Passed(L/265) -- 1.0 D+1.0 Is(All Spans) • Deflection criteria:LL(L/240)and TL(L/180). • Birdsmouth cut has not been analyzed. •Allowed moment does not reflect the adjustment for the beam stability factor. •A 15%increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. pagliatigannaagEttmumORM Seating Length s,,,. ?.. Loar{s to Supports{iris) Supports Total( Available Requiretl Deatl a R Lnr Total AI CCa6one5 1-Birdsmouth-SYP 6.0D" 6.00" 1.50" 166 536 702 Blocking 2-Beveled Plate-SYP 14.00" 14.00" 1.50" 180 581 761 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. tatgraler*OcommouseagmfMgittlinNinsin.PPY00#4SNIMBEiniiiiiiiniiiiiMillgatESEMBINEWERE Top Edge(Lu) 2'8"o/c Bottom Edge(Lu) 17'3"o/c •Maximum allowable bracing intervals based on applied load. 4aiinatAMMOOttta,MaREi x Dead Root liveMtgeommieso ZEMERSISSOygoolgoodpagem wetwodocoldepom Spacing (0 9ff) (non snow 125j denrrwltfis 1-Uniform(PSF) 0 to 16'9" 16" 15.0 50.0 Default Load Weyerhaeuser Notes.:, . : „ Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes 8/13/2020 2:01:20 AM UTC David Hutchinson csy ForteWEB v3.0, Engine:V8.1.2.3,Data:V8.0.0.0 (518)683-4608 creationstudios9@yahoo.com Weyedlloget File Name: Reece-John Clendon Road Page 3/4 i FORTE. :4r MEMBER REPORT PASSED deck roof, Roof:Joist Flat 1 piece(s)2 x 8 Southern Pine No.1 @ 16"OC Overall Length:15'7" llgan y'$ P""wanNW R€tfk"�ww' �""��< BI l ONEfilagaVniKAit ritiatirtnej0MMINIA,A��- P eflostmonergogrosmilawmiiti iz ._,s4.�: ..,.., <�d€<:,<�•.••...,.:..••• ... ••..::: €h l..M..or ......:.•. .....�• b'rV.�..;'a,. 11( �..,�.a..:'.:..a„a11.».uSa,.-�,.. :..;:.�\ •xa. �•a......w u�.ww»va:w�»��,.<xa�...:.w...�r „k.V�>....H..»w' .,,..•......,.:,...x�%� 15' r 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Desigp ReSU(tS, ,;:- Actium@ Location. ANowed , ResnR System:Roof < . ... . . .::. �., t.pF ,•Load,Combination{IPattern) ......... Member Reaction(Ibs) 150 @ 3 1/2" 1271(1.50") Passed(12%) -- 1.0 D(All Spans) Member Type:Joist Building Use:Residential Shear(Ibs) 138 @ 10 3/4" 1142 Passed(12%) 0.90 1.0 D(All Spans) Building Code:IBC 2018 Moment(Ft-Ibs) 563 @ 7'9 1/2" 1417 Passed(40%) 0.90 1.0 D(All Spans) Design Methodology:ASD Live Load Dell.(in) 0.000 @ 3 1/2" 0.750 Passed(L./999+) -- 1.0 D(All Spans) Member Pitch:0/12 Total Load Dell.(in) 0.299 @ 7'9 1/2" 1.000 Passed(L/602) -- 1.0 D(All Spans) • Deflection criteria:LL(L/240)and TL(L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. •A 15%increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. Coach to Supports ' ; � I3earing Length , r /Ids . Supports Total Available Requhmd Dead Total Accessaftes a 1-Hanger on 7 1/4"SYP beam 3.50" Hangers 1.50" 156 156 See note 1 2-Hanger on 7 1/4"SYP beam 3.50" Hanger' 1.50" 156 156 See note 1 •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger •1 See Connector grid below for additional information and/or requirements. Lateral Bracing+ Bracing Int vats Comments ?. Top Edge(Lu) 15'o/c Bottom Edge(Lu) 15'o/c •Maximum allowable bracing intervals based on applied load. Connector Simpson Strong Tie $0igifEEMBENERNWIPEORModel „ St ak Length To fasteners Face Fasteners, �F . ..,,p ....' Member;irasterrers;; llccesscries 1-Face Mount Hanger LU26 1.50" N/A 6-10dx1.5 4-10dx1.5 2-Face Mount Hanger LU26 1.50" N/A 6-10dx1.5 4-10dx1.5 •Refer to manufacturer notes and instructions for proper installation and use of all connectors. .g:IggE]:;i3.41:aMaVDM§N <' . pealamtamato Spacing (p gp) „ Vertical Ladd iocaton(Sure)^ car,�rletfts 1-Uniform(PSF) 0 to 15'7" 16" 15.0 Default Load Weyerhaeuser Notes,:, „ ., Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.cam/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes 8/13/2020 2:01:20 AM IJTC David Hutchinson cS9 ForteWEB v3.0,Engine:V8.1.2.3,Data:V8.0.0.0 (518)683-4608 creationstudios9@yahoo.com Weyerhaeuser File Name: Reece-John Clendon Road Page 4/4