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0003 WOODLANDS ROAD - BPA 19-86 NEW HOME The Commonwealth of Massachusetts Board of Building Regulations and Standards CITY OF Massachusetts State Building Code, 780 CMR SALEM Revised Mar 2011 Building Permit Application To Construct, Repair, Renovate Or Demo(isl a One-or Two-Family Dwelling This Section For Official Use Only l/''' Building Permit Number: Date Applied: Building Official(Print Name) tgnature Date - SECTION 1: SITE INFORMATION .3yJootf 1.1 Property Address: 1.2 Assessors Map & Parcel Numbers �lync)s (Zoo_ 1.1 a Is this an accepted street?yes--X— no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: 7697 7,57 96 Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided i5— 17, 3 >v l7. zl 30 31. 1 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public Private❑ Zone: _ Outside Flood Zone? Municipal On site disposal system ❑ Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Name(Print) City,State,a etS ZIP 74 Od.1.cv;itc-SV, �7,9 I S -5�3 No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK (check all that apply) New Construction,, Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑ 7Addition ❑ Demolition ❑ Accessory Bldg. ❑ Number of Units Other ❑ Specify: Brief Description of Proposed Work 2: C-©Ns"i–t2.� �:t a. 1--c; i—A'm t "c)tA z SECTION 4: ESTIMATED CONSTRUCTION COSTS Estimated Costs: 6 Item Official Use Only Labor and Materials 1. Building $ �� 1. Building Permit Fee: $ 7. ae Indicate how fee is determined: 2. Electrical $ ❑ Standard CityfFown Application Fee , 660 ❑Total Project Costa(Item 6)x multiplier 9`/6 x 7, 3. Plumbing $ 7 00 0 2. Other Fees: $� 4. Mechanical (HVAC) $ 2 Oc 0 List: 5. Mechanical (Fire Su ression $ /6, 000 Total All Fees: $ %7 y3 . 0-3 Check No. Check Amount: Cash Amount: 6. Total Project Cost: $ a y c(� �'U ❑Paid in Full ❑ Outstanding Balance Due: p F SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS_ GG -pm cu&5zf,,.c u u /�j vM cS 'C, License Number Expiration Date Name of CSL Holder List CSL Type(see below) )J -�a < -3 —) No.and Street Type Description d y U Unrestricted(Buildings u to 35,000 cu.ft. MCA r�<—(4Ca J� 4 (�) 9 R Restricted 1&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances IZZ9 239-LI91`/ t/-1to,CcS+,nC- I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) HIC Registration Number ,_ Expiration Date HIC Company Name or HIC Registrant Name No.and Street Email address Cit /Town,State, Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152. § 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes .......... ❑ No........... ❑ SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR nBUILDING PERMIT I,as Owner of the subject property,hereby authorize / h o 1" &S /C"C-e— to act on my behalf, in all matters relative to work authorized by this building permit application. / /,7 Print Owner's Name(Electronic Signature) Date SECTION 7b: OWNER' OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to t e best of my knowledge and understanding. 7 Print Owner's or Authorized Ag is Name(Electronic Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A. Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass. og v/dns 2. When substantial work is planned,provide the information below: Total floor area(sq. ft.) (including garage, finished basement/attics,decks or porch) Gross living area(sq. ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms , S' Number of half/baths / Type of heating system— �K� n�u Number of decks/porches Type of cooling system �— Enclosed Open _ 3. "Total Project Square Footage"may be substituted for"Total Project Cost" OF SALEM ROUTING SLIP kl New Construction Certificate of Occupancy LOCATION DATE 11 ASSESSORS 1 DATE 93 Washington St. CITY CLERK(2 DATE I �- 93 Washington St. f PUBLIC SERVICE DATE t zZq (b 120 Washington St. WATER DATE__ / 120 Washington St. CROSS CONNECTI DATE_ 5 Jefferson A PLANNINv i0���_DATE­V�(G ( Z s: 120 Washington St. p ti CONSERVATION W,-e 16L\� DATE Z) 4 120 Washington St. ELECTRICAL DATE / 48 Lafayette j FIRE PRE NTION -14, DATE 12 A�(� i 29 Fort Avenue 1 HEALTH1 DATE 6 / 120 Washingdn St. BUILDING INSPECTOR DATE 120 Washington St. JSRAdaptive En r9y Solutions LLC � RE : Salem Woodlands HERS ratings `e To, Thomas St Pierre c r Town of Salem Building Department Cc, Nick Meninno,Tom Rice I have been contracted by Meninno Construction to perform HERS Rater duties for the new residences in Salem Woodlands. We have several energy models that are all meeting the Stretch Code. However, we are currently considering the source energy available for these home sites and hope to make a final selection within the next few weeks. Once we have completed our value engineering process, we will submit "Projected Ratings". if you have any questions, please feel free to reach out to me. My contact information is listed below. Thank you, C John S. Rodenhizer, Rater ID#9335873 6 Pilgrim Road S. Hamilton MA, 01982 _,ii_l LT:S C.L. :.F iCCE ';k'°�11 i;;� "E'.J' Office 978-468-0297 Cell 508-734-0177 11 P .a. a E -,vw w .) S i a C� a M t I N 2 it 2 ip nn 0 Ifir a UFFIrrwisrveulers UJ trlu��ucicusGic� Department of Industrial Accidents Office of investigations 600 Washington Street Boston,MA 02111 " = www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information /� �/ Please Print Legibly Name(Business/Organization/Individual): 12,-c e-, 1 C / �� .tel c.S C Address: 3 9 City/State/Zip: M c,, a 15 I-/'>-Phone#: Cl c2 3 S ��- Are you an employer?Check the appropriate box: Type of project(required): I.❑ I am a employer with 4. ❑ 1 am a general contractor and I 6. ❑ New construction employees(full and/or part-time).* have hired the sub-contractors L.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers' comp.insurancecomp.insurance.$ required.] 5. We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152,§1(4),and we have no employees. [No workers' l3.❑ Other comp.insurance required.] Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have mployees. If the sub-contractors have employees,they must provide their workers'comp.policy number. am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site nformation. nsurance Company Name: — 'olicy#or Self-ins.Lic.#: Expiration Date: ob Site Address: `3idJ0 tan ��`� City/State/Zip: 4�Lt e m r M G . Coach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). ailure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a ine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine if up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of nvestigations of the DIA for insurance coverage verification. 'do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. >i nature: Date: 'hone#: Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#• CITY OF SALEA MASSAa-1usms Buwm DEPART eNT ' 120 WAgW4 G1nNS' UT,PFLOOR TEL(978)745-9595 FAX KMERLEYDRISOOLL (978)740-9846 MAYOR TSS ST1WJME DutEcrcR cF PLzucPRcPFxn/suuDm o so x i F Construction Debris Disposal Affidavit (requiredfor all demolition & renovation work) In accordance with the sixth edition of the State Building Code, 780 CMR,Section 111.5 Debris, and the provisions of MGL c40,S54;Building Permit# is issued with the condition that the debris resulting from this work shall be disposed of in a properly licenses waste deposit facility as defined by MGL c 111,Si50A. 3 r The debris will be transported by: ' s f co At PCIA (name of hauler) f The debris will be disposed of in: i (name of facility) t Ma . (address (address of facility) A/Z R'. Sigrfaiture of a plicant (today's date) . LAND ° PLAN OF IN SALEM , MA 0' is, 30' 60' SCALE: 1" - 30' DATE: DECEMBER 18, 2018 SHOWING AS BUILT FOUNDATION LOT 2 (LOT 377 ON LC PLAN 7159-3) I HEREBY -�ER Fri THAT THIS FOU:-:C I I 'S LOCATED ON THE GROUND AS SHOWN, AND THAT ! :,' :'-.FORMS TO THE >': iG C RDINANCE SETBACK REQUIREMENTS OF THE CITY OF S.lLEP< . ALSO CERTIFY .L— r S PROPERTY DOES NOT LIE WITHIN A FLOOD �_ �. AREA (ZONE A), AS SHOWN ON FLOOD INSURANCE RATE MAP NUMBER _> u:531 G, EFFECTIVE DATE JULY 16, 2014. DATE: DECEMBER 18, 2018 ------------ - jOHN J. O.ROURKE HI o No.49904 y WILLIAMS9p'CES s Q�Tv 4rJ� �O SPARAGES SUAV ENGINEERS I PLANNERS I SURVEYORS CT 189 NORTH MAIN STREET SUITE 101 MIDDLETON, MA 01949 PHONE:(978)539-8088 FAX:(978)539-8200 s WSENGINEERS.COM 14.09 NY E ' N79"24'51 mlLOT 2 ;I 7,697 S.F. Lu (LOT 377 LC �' Lc! U' PLAN 7159-3) 50. _ �X15T1NG = 00 _ ``.< FCUNOAj10� o i 17.4 ; 1� Nbi i TOP OF I FOUNDATION ELEV=144.45 165.00 William Frangos Architect III e...Iviuo sssaiiixrc�AxEc PROPOSED HOUSE , I 3 WOODLANDS ROAD, SALEM MA 01970 ! McBrie, LLC sraucTUBAL DesLDx s sALEs 160 MVAH S!,DAXVER.S MA 019x1 ' ' i cm ws aoei ro. I DRAWING LIST JSR ADARNE EN—SO—ONS' LLC Sheet Page Sheet I" R1MRD...HA"'L'°" Number Number Sheet Name l 98wBx97 -- 1 G-001 Drawing List- - -- __G 002 Abbreviations,Annotations&Components 3 G-003 Specifications 4 A-101 Basement-/-Foundation Plan - 5r A-102_ First Floor Plan A-103 -Second Floor Plan - -� PROPOSED s 7 A-104 Roof&Area Plans HOUSE-3 s' - -- - - - -- — - - - - -- WOODLANDS 8 A-201 Building Elevations ROAD -- - -- - s 9 A-202 Building Elevations _ i SALEM MASSACHUSETTS 10 A-301 I Building Sections 11 A-302 Wall Sections&Details D9x WOODLANDS REALTY TRUST 12 A-601 Schedules a DAA�� L xH D1905 --..- -- - REVISIONSCHEOULE N0. Dab Daac+NE00 NOTE:SEE OTHERS FOR CIVIL AND BLDG STRUCTURAL DWGS;ENERGY ANALYSIS 'I ,'r'�RnVED any ether 3 £gproc¢1 by 1 r L ISI t +•.1 r r T qq ' v�rn... cc -- S Prgrtln ole 16B caprxF WUEax En.gw wcnsa mLa Tv, sHEErnnE f Drawing List i BNEET IESUE DATE: 1/1K201B G-001 SHEE a Lz 'I �— William Frangos Architect IDD fummnga GnMr,syae 036-G Beverly HA D1915E111 CENTERLINE )392)9.19 9M 93)9Rl)M1x l CONCRETE WALL ® TRUE NORTH CONSULTANTS C� CMU WALL PROJECT NORTH MccBrrieesLLaCI� ' ® EXTERIOR BRICK VENEER W/2X6 STUD WALL REVISION TAG 13o syLvwx n,OAxvERs NA D192J RaurTwu AS Mahor BOK FE Fin ExtlnpbMr OA Overall g)p W6 We)M1v EXTERIOR 2X6 STUD WALL ASV Amy. FEC FRe EAVI.nar cabW oc On came,pay Fo.m lnul. 101 ROOM TAG ACT Amwik CelNnp Tib FD Fbor Digin OO gFl OP-01 g INTERIOR 2X4 STUD WALL Room N.me ALT Atxnno`m.n ` FFL Fmbb Fl—U. OICC 9M co G11 SeF"IeAtlObe° JSR o 161_J ROOM TAG ALTRN AIMeBon FOL Mbq$nFL F NIV a OPG OD p"NDb"�M1` ADATNE RD,S. SO 71311 M,01 150 SF W/AREA Be Bauboem FOC F—d FIW, OPT OptWl 6 MEGRIM 0.P,S.NAMILTDN NA 01933 0 INTERIOR 2X8 STUD WALL SEL e.bw FIX FaosofM— os olr.el 9)e.3e 0297 BILE ILDO "AI V Ebvetbn FOM Foca of FOS FWW of SW BLANKET OR SPRAY ---� SECTION MARKER a B FR FrInNing `tl PL Prb PE ry1e"a LIND FOAM INSULATION AS BOF Saul°n IFoal "Gw Fo0n, .nlrM.ad wood PTT PeM np FODInp PT PiauuA Tn,btl NOTED a Mr B&W-1 am PTN PWw DETAIL MARKER STw Balwaen GL (31— P—1 STRUCTURAL OR a.M FRAMING Ca SFl CloeeM1u9 Spray Foam I—, GWS Gypum will Bum DUAL 0 CHDPE CDrtegebd Hipp DauRy PE Ow SECTION- + 7 KEYNOTETAG CW CMinn�r He Hou Bibb OT O=Tug CONTINUOUSI 6 SPOT ELEVATION co cOMnU. Hr�.P wWaP— RRCP EFR Wil be Coen,Pii F� -- _ p. WOOD CLR Clap HIM Hurler RET Ra ` PROJECT BLOCKING C� VIEW TITLE/SCALE CNIR MU c wb`Ae ryOm` M HGR Meow`�`w Mag RM Room F CRN come, „DRI: HMlmnbinbv PROPOSED $ Co Ca—OiWN,ICadeonaal HROVI H.eAob HOUSE-3 s O WINDOW TAG °� H "'ph1 ga" s„d WOODLANDS q ® FLOOR DRAIN CONN Cannecbon IBC InWnemnel ewaing Code SOL SheaNhg O DOOR TAG CONT CONUNIA,w :BC I-1~ SIM Slmlb, ROAD CSG CURq INTR :nW BLR Sub, SALEM CT C=TMl CounE IRC Inbmalbnal R.1W,Wi C— COMBINATION SubM MASSACHUSETTS ® COMBINATION DEC p�aMplw Sm s bl SMOKE/CO GRAPHIC SCALE DIA Dbmeb, JST JDbI SPEC SPeemmm� DETECTOR DIF Dewmneb Mb Ji Jam ePKLR Sprin9lar DIM Dimpwbn SR S9gb RMbp OWNED 0' 2' Y S' IF OI Daubb A00 KD M.Drbd SS SWnbae Sbel WOODLANDS REALTY TRUST $ Q° SMOKE oN Da�wl WKJ KIT Knot- STL sbN DETECTOR B DO DW L Uro sTRucr sp w,r TS oAKvn�sr,LrNx ru 019os DP DemPP..fIg LIN linen Cin- T gbl,Tmad I _REVISION SCHEDULE `0° ® CO DETECTOR r DETAIL VIEW DR 000°, Room a -w-U a TSOO T."3 Groove rNo '.1 DR Doade Rebbp LR LMng Room THK TIN& MARKER Da LpKmq TMX TO W-EWdIng DIV Dbhwnhx LVR Lour TOF Top of Fo9mg O owe Drew HEAT DETECTORro MA% MManpin TOS T�oai SbCp b,er EA EeoN MBR Msebreedmom TYP Typbl -—----— STRUCTURAL GRID EL Elavetlpn Mc M "Cabbat a MARKER ELEC EIIi MET Mpel UON Unbaa Olbenvbe Noted ELEV E— MIN Mlrwnum UNEX Unexwvebtl CEILING BATH ENG Enpbwr/E ViWWn p ML WP . EXHAUST Eb — LEVEL MARKER EDS Epn POlwN,e,w MoG M.�eon"°iy OP-w VCT w�compmftn T11, P,yp,Pro., CD III EXG Ebd,g MR MobWn RaWIeM VERT VaNnl 8555 FXG OR EE*BS Gude MWO Mbawew Own VIF Vamy M Field Ra bxw Dew 1/14/2019 E%P BT Emenbn Bat NAT N... VR Vapor Rapper Pielecl RO' 2018.18 -��\ E%P JT E nn-Jolnt NIC Na In Conbaa VWA V fAPYRK9HT�- o NEW PARTITIONS 1` '"e NO.K %,n1W VWE Va`�w�nelin npba wlYm FlargDe ArtMecl 20te \J 1 NTS Na To Sub VM'0 V.* I Owner SHEETTITLE IREVISION wi wlin DEMOLTION w— Abbreviations, i CLOUD 1+'D W..1Annotations& VNVI `---' PARTITION S F WWWWelcIWIP ,.bnc Components EXISTING 1/A101 VIEW xps ERaw.d Poyetv,.ro PARTITION REFERENCE 'Canw,wnb __ I"l Arowbtlana __ 1Abb 1X'mbtlona SHEET I63UE DATE', 1/14/2018 1l4'=1'4 v 1I4'�1'-0' V =1'4 G-002 SHEET 2 OF 12 OWmpN,aHRRKRE�wFENB ONmpN."°°°"°""°p BLpNDw,.OwTBUNB B w9"-PAwnNa William Frangos DmD,"e RFwREmwpONR�ORwMEO«I >Ecn«eeb,.EERpRROXOFOroRKwOOuwOw nwE"wmATxFRpRxON�RpR� « NOXOR�fL«x6. °""Pb„°EPAwn"OA�mwFK"M,EPAMnONF�,w�,pRA0—R— Architect AROXaEO wA OFPLXpw .E. a F;� XOwRFpFPR.R,pxAibpmO RPNOOH Ob O,­NA 42— A111111111 rxwRAN2 w�E✓��E. [tARvnE M OE'NOI FM�aCO Fmr�W"9E —1 _=--41 x. o RFu EalY1. .wwtE UEOt. 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I � BELOW LMEM. /BW b — — �� �OoORAen P PH WOODLANDS 5rP ROAD 30 FLR 2 1 1�p .. \ wx3r RscOw \ MASBALHUSET S ROO ar RECO�Lrglaripxe gMJER tl I e \� WOODUNDS REALTY TRUST + >MRINLLE 5l,LTNN IIA 01905 d I.Il p REVISION SCHEDULE LwEDsealptl0� MT= .�Ta„ .H9T 1--- wu1N,3901 ERFOOFOEFRoMN �P-*- Mn Co Ron PMIWDer 1/11P2019 0—-- PMpel NO. 3013.18 COPYRIp11T FrnOpF NMlbct—X118 e O I SHEETTR' E - i; Roof� of&Area Plans I J &1,111R FLR ild'•1'ff SHEET IBSUE HTE: 1/idf2018 A-104 -- _ BHEET 7 OF 12 William FrangoS Architect 100 CNmminp9 u.w SW1e.36-G Beverly XA D1915.5131 976 937 9917 hx CpISULTNNfB MCBrie, LLC ULTIML DESIGN a BNLB I60 MVNN Si,DNNVERS NN 0193] i 97e e96 00!97 N• —— 9 ]SR 6 NN I DE ENERGY SDLVTIO 11L 9 6 RGR1H RD,5,HW—N MA 01982 \ 918 96e 0397 3 xOrt. �— I �' �..•-- _ _,. - .162 DT1/6• sN6aY, PLT ;pwc,.p � � _ � _ 3 (�r?Eek, � ��,". � i tez.z s,§•-6 - — � - ,3�e _ 1 - .... 6FtN'DOOiwVOI M.• -OXT --- c4 \�e 2.0 FIA N — — mmuvOEruu ` G2-6.=6,ro• T PROPOSED — A HOUSE-3 WOODROADLANDS j _ ISO 1 i— EEl DDNDND e wowY10DL-1,: MASBACHUSEM 1 F DNNBA — .0 LR., WOODLANDS REALTY TRUST �OF�DN� I _•' 1M'�9•V 76 DANVILLE SI,LYNN IM 01906 REVISM SCHEDk—OoULE ' \I -- E 13 TOF I--- lllll �F � 136'-� 0.0 BOF /�WEST 135'-1a 1".'FACADE 1I1'• Prq Ie909 DNN 1/18 P10K�'V° 2015.18.19 S i6' N,NNn FrerNe9 MtliY9p 301! g 6HEEf RILE D Building Elevations .�reeuE dXTE; tn/rzD,9 - -- - A-201 --- -- -- -- 9NEEf 8 1 12 i William Frangos Architect laa.mmIP9. 9eYeHy MA--- I 9379.19 9J9 92J 9IIJ M1. CON.OLTANTe McBrie LLC `�' I STNUCIUML DlSIGN S SAES IM:60 MVAN 5I,DANVERS 0197) 9)9616009) 12 30 RF 912 ISR 9 ADAPTIVE ENE—SOLUIIOMS,LLC a PiLGRiM RD,S.HAMILTON NA 01997 9)99690297 I I 3.O A�TTIC�� JJ/I �2?2NB•V �� 220PPLT PoPosizn 182'.2&8'�APRO2.8FURIFLR PR — — HOUSE-3 _ LaPLTn WOODLANDS _ V ROAD _ MASSACHUSETTS SAUEM A 1.4FLR. it 0.0 FDN - �� �� WODDLAWS REALTY TRUST 76 U_V, LYNN MA 01909 REV WON S $§ CNEDULE A I N0. i —–i — .TEV FTOA9 REa J –-- _ OM O9FpIPtlon - -- ---- .1 FDN 0.03BSMT l� f--– TO_F '131 r_.1F� 0.1 SOF – �33,r ` Pmt—DM g1D42019 0' z . 9 Pmpp 9: 2018.10 16' COPYRIGHT _ V/aERn Fm9o.A ,N 201a aMEErnnE Buildin g Elevations SHEET I9BUE DATE ,I1N201� 12 � William Frangos Architect ,���� ien 100 Cummlrga Cenler,6uNe 6261 ex0 9evMY 61A 01916rt131 HMCB 9)b)ST,roFMDx r92 , LLCx.0 FLR/� OE91GN a 9ALE5Si,DANVF0.5 HA 01922) 9)6 B16 00eJ b� I 24M GARAGE 310 ISR eEwq N9 qp, RDRFDVE ENERGY eOLUi10N5,LLC ' 16 vncelN RD,s.H.nurox NA a9ex OARAOC3 jr E SOFFIT DTL 978 W468 0297 l I 0' •• ,Y L• 3r 69wrr ix FLwe - -- 17Y.r 12 EW'NMOn NEYEw)� eel.EENe1o. A ) LVL�6n aEw�WON 9iNOL I 3 PRgEOT 2.7 GARAGE vmHHu�m�OUE91 9� I PROPOSED _ 2.0 PLT 1 ATA' HOUSE-3 —---- 182'-9)/8•`>/ SATH 2.DPLr WOODLANDS ° vsxr_ 1er—zse•�r ROAD 16T.B 1/e• b - - ° ® _iuxl�urauLr 0 - ®• MASSACHUSETTS �1ySALEM X151•.T1/B�� _ - � 1�2.e F� 1L_b wmER TZ..ve9iNNa.r-- 1.0 PLT _ WOODLANDS REALTY TRUST — ,s,'-etre• _-- 59')vF6 r �0 P�LT�lam. 6 OA9V3LLE n,LYNN HA 01905 KRCHDI 153'-81/8•V xcAR \I � " 105 10 OO �_REVISION SCHEDULE eEYan 108 n9 :II 6b�Mb dwlotlOn 1/2—/• -- �L - - - - _ iFUR T]iF je 1N'-8 V "kk-- I� Pn6Fq Flnu CD ��1 PDN _ 4�074- FLq 4Fu db 1/1A`4,9 C-13T-2• _ PN02018.16 eNEET TI)Lf II 0.1 TOF6 O L"_ 133'-1' 195'195'-j0�d 0190F /— Building Sections ,3Y.. q ��s.91wN 2 SHEET 199UE DA- "A-301/1112 0 1 6 ` t) Y 1' _ - - - A-301 -- SHEET 10 OF 12 William Frangos Architect DD dmBOW 136-6 Be9M,y MAA01 0191-1 E331 97892)91!9 ' 9JB 93]911J M1e � pmeelO VEInM31•:�• ATTIC cON911LTANf6 McBrie, LLC sreucnrRAL Da3Gx s sALEs HEM w'� 160 SYLVAX 5T,DANVER9 NA 01931 ' F[#Rc 9)0 616 009) � PER�. iMNA.OAM 9J661600e]M1e J.0 ATTIC JSR 3 FLT ADAPTIVE EHERG SOLIIHOXB,LLC 163-] b PILG0.IM RD,9.NAMILTON MA 01982 2Y2MOR.PFn EHO. 9)6166029] -v. j cOMMJN el 301 6 4 M.WIC, PER iRc ,1s9eb � PER O Rwc Ex0 10 FLR _.._ 3.011 eNR 151:B,A .. - -- - --- 151-81/6'V PROJECT 8 1 to I'LL tel T e m PROPOSED AVL15J•--1 •_ � D HOUSE-3 6s ERM rMD„s; 4�»0�� WOODLANDS HALLPEREXe ROAD S' Y 0. 2— /I 1`i k HAL SALEM 1� wrnwcea o0a1 EIN�oL eevao MASSACHUSETTS A$ 101 =.1%D. VMER tl \VI\ W.1%DS REALTY TRUST �"ENO. I )6 WNVIUE ST,LYNN AtA 01905 ' OOE�rro. REVISpN_SCHEOUIE 1.0 FLR No. Deb DxalptlOn FDN ,M'-6' 1N'-9•V =14- U 1 DX.I bwlEwe rro.1 rrnc8 i n —/ un x9uu�nou rro BASEMENT Pn66 p— co cs Bu BABEMENf 001 Prq Wu ab 1/iH301p �� PMFM x9. 30,1� 12 p cavYRF rtE ��SOM6 YJNIen Fren9wAMySHEET n'EWall SectiDetails OOTOF-� J8'O BOF��1J5'-tp'1l/BAYA-3 -- rn WT „ EFl� odeT� �o 75 �Oa � Q u a � S i I l ' bb bbebbb I - i I @ I LEbt,���N I V1 41 Win °a� � a�,a . I mmmmbom ea,;eeoae oaoamo ��� '� =a��bb'o� I 5 bbb b:bbbbbblb b�:oioeb:e e i � bn:NNiN mfeNL N:N tiHNh NNh hn:NNb No I T- LLA hp i 40RV44 S44 4 I W'OJL9'L9'BL lA101 Rltpiymla�p 8l'BlOZ1p5 WgmM8t'BLOLLLIA3tl LV�4w�uLioQLyy��cpyn:� YIY pE:9L�B 9L9ZI/LIL GENERAL NOTES AND MATERIAL NO ALL WORK SHALL CONFORM TO ME 9th EDITION OF ME COMMONWEALTH OF MASSACHUSETTS STATE ALL PSL POSTS SHALL BEAR DIRECTLY ON BEAMS BELOW OR LWT PLATES OVER WALL PLATE AND SHALL HEADER POSTS FROM ABOVE POST LP 0 LVL HEADER DATE flEWSI0N5 BUILDING CODE. ARCHITECTURAL ITEMS(WALL FINISHES.WINDOWS,EXTERIOR FINISHES,INSULATION)BY NOT BEAR DIRECTLY ON SP.F.WALL PLATES OR SHEATHING WHEN STACKED. FOR PSL CONNECTIONS (WHERE APPLICABLE) FRAMING PLAN SIMPSON STRONG-TIE METAL CONNECTOR/HANGER SCHEDULE OTHERS, TO FWNDATION REFER TO DETAILS ON STRUCTURAL DRAWINGS. LOCATION OF LVL HEADERS DOUBLE MR PLATE MEMBER SIZE MANGER DESIGNATION ME CONTRACTOR SHALL EXAMINE ARCHITECTURAL,MECHANICAL.PLUMBING AND ELECTRICAL DRAWINGS PROMDE JOIST HANGERS AT ALL FLUSH FRAMING WITH NAILS PER ME MANUFACTURERS INgNS(N ON OTOPFRAMING PLANS(NAL.10 TOP PLATE) CRIPPLE STUDS AT 16'0/C 2.10/12 RAFTER LAU210Z FOR VERIFICATION,LOCATION AND DIMENSIONS OF CHASES,INSERTS,OPENINGS,SLEEVES,DEPRESSIONS RECOMMENDATIONS. W NOT UIIE IW LOIN NNS N MINIM U ALM VEOICYLY REWIRED BY TRE LOCATION OF TIMBER HEADERS(SEE 2x10 12 JOIST W528 AND OMER PROJECT REQUIREMENTS NOT SHOWN ON THE STRUCTURAL DRAWINGS, NMNFWRM ALL METAL CONNECTORS/HANGERS SHALL BE AS INDICATED AS MANUFACTURED BY DOUBLE JAG(STUDS UNDER ARCH.DWGS FOR ELEVATION-TYP.) 2-2x10 2 HHU5210-2 SIMPSON STRONG-TE OR APPROVED EQUAL LVL HEADERS U.N.O. ME CONTRACTOR SMALL VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD&WITH ME 2-JACK STlI/5(LOAD BTG.WALLS FOR }2x10 2 HHU5210-J ARCHITECTURAL DRAWINGS AND SHALL NOTIFY ME OWNER/ENGINEER OF ANY DISCREPANCY BEFORE ALL RIDGE BEAMS,RIDGE BOARDS,HIPS&VALLEYS SHALL BE INSTALLED WITH THE BOTTOM SET FLUSH OPEN ROUGH OPENINGS 38'd GREATER AND TA230 JOIST IU5237 .5 PROCEEDING WITH ME WORK. ENSWD DOMINO SHOW ARE NOT QLMRANFFD. WITH OR EXTEND BELOW ME BOTTOM OF ME RAFTER END WT. (OADD ERG. DMZIOR ALL LVL HEADERS-LOA 111'TA JgSf IUS FOR FLANGE WIDTH 1-JACK SND(NON-LOAD BTG.WALLS d 111 6'TA JOIST IUS FOR FLANGE WIDTH THE CONTRACTOR SMALL PROVIDE ALL NECESSARY BRAGNG&SHORING UNTIL ALL STRUCTURAL WORK ALL 1-JOISTS FRAMING,INCLUDING AREAS ABOVE UNFINISHED BASEMENTS OR ABOVE CRAWL SPACES WALLS) BRG.WALL W/OPENINGS LESS THAN 3B') 2_1 'x9Y.'LVL HHU5410 H IS COMPLETE. USED FOR STORAGE OR FUEL FIRED APPUANCES,MUST BE FIRE RATED OR HAVE A TIRE-RATED I FULL HEIGHT SMI DOUBLE SILL }f 'WS'LVL HHUSS.SO 0 N ASSEMBLY PER SECTION 8501.3 OF THE BM EDITION OF ME MASSACHUSETTS STATE BUILDING CODE. (NON-LOAD BTG.WALLS) CRIPPLE STUDS AT 16'0/C h1 •LVL NHUS]25 0 � LOADING-RESIDENTIAL CONSTRUCTION PER 70 CMR SIMI WALL BOTTOM PLATE 2-1 xllh I,S'LYL HHUS410 UYING AREA-40paf LIVE LOAD&12p,f DEAD LOAD ALL HAG BOLTS MUST BE INSTALLED INTO PRE-DRILLED HOLES THE SIZE OF THE BOLTS'SHANK FLOOR ASTS K ~N O SLEEPING RWMS 30p,f LIVE LOAD&12p,f DEAD LOAD DIAMETER(APPROX.)6'LESS THAN THE BOLT DIAMETER). PROVIDE CAM BOUTS IF IN CONTACT WITH SEE PLAN }7 'x111E'11�LOLL HHUS5.50 0 p Q1 AT11C AREA-20pa1 LIVE LOAD IF>42'HEIGHT,10psl LIVE LOAD OTHERWISE&12FM DEAD LOAD P.T.WOOD AND WHERE REWIRED PER DRAWINGS. hl x1111 1,{LMLO HHUS].25/10 W J W ROOF-DEAD LOAD-i LO POSTS BEL01 BE L] J O GROUND SNOW LOAD=SOp,f STRUCTURAL STEEL WORK SHALL CONFORM TO PART 5 OF THE MANUAL ON STEEL CONSTRUCTION(RISC CONTINlIWS BETWEEN WALL BELOW DOUBLE TOP 2-13('x14'LVL XHU5110 WIND SPEED=IDI ASD 1989). ALL WELDING SHALL CONFORM i0 AWS DI.1 AND BE PERFORMED BY CERTIFIED WELDERS. WALL }HILA{'LVLO HHU55.50 10 W 1 Q PLATE(WHERE APPLICABLE) C Y hl xl{'LVL HHU57.25 0 ALL WELDS SHALL USE E70%X ELECTRODES BOTH IN ME SHOP AND IN ME FIELD. WALL/DODR DPD41NG CONSTRUCTION SIMILAR Q 0 a0 FWNDADON/FWTNG DESIGN IS BASED UPON AN ASSUMED SOL BEARING PRESSURE OF IT/SF(NOD 2-1 'xl8'LVL NGU5414 CL Z }I 'x16'LW MGUSS50 { W Z PSE)PER SECTION F401.d.1 AND TABLE 401.41 PER ME 2015 INTERNATIONAL RESIDENTIAL CODE. ALL ALL STRUCTURAL STEEL i0 RECEIVE ONE SHOP COAs OF STANDARD GRAY PRIMER U.N.O.OR UNLESS SFE PLAN FOR HEADER SIZE AND JACK SND WANTTV FOR LARGE OPENINGS K QO Z EXTERIOR FOUNDATION CONSTRUCTION SHALT BE CARRIED DOWN BELOW FINISHED EXTERIOR GRADE TO A SPRAY-FIREPROFED-COORDINATE NM ARCHITECTURAL DRAWINGS. TOUCH UP ALL BARE AREA$ EW Cl. J n J MINIMUM DEPTH OF FOUR FEET(4'-0')UNLESS OTHERWISE NOTED, 8077 ELEVATION OF FOOTING AFTER ERECTION. 1 8 H 11 O SHALL BE ADJUSTED IF NECESSARY UPON ME APPROVAL OF ME S.E.R.TO BEAR ON FIRM 51 NOT i0 SCALE p 0 WINDED VIRGIN GIN MATERIAL ENGINEERED COMPACTED HILL CAPABLE OF SUPPORTING A MINIMUM STRUCTURAL STEEL SHALL CONFORM TO ASTM A992(F,50"!)FOR W-SHAPES,ASTM A36 FOR ht 'xIB'LVL HWS7.25 14 SOL BEARING CAPACITY OF IT/SF. IF LEDGE IS ENCOUNTERED,NOTIFY ME STRUCTURAL ENGINEER OF CHANNELS& OTHER ROLLED SHAPES,ASTM A50,GRADE B(Fy=46k,i)FOR HSS TUBES AND PIPE TVP THP }1 'x20'LYL HGUS5.50 4 3 RECORD. COLUMNS. BOLTED CONNECTIONS SHALL BE MADE USING A MNIMUM OF 3/4.0 ASTM A325 HIGH Z-1 'x2{'LVL HONSHU STRENGTH BOLTS. rt6p IML$ 160 NAILS 0IY 0/C }I 'xHA LVRS FLUSH FRA Nn24' ALLCONCRETE WORK SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR REINFORCED (TVR.EACHFACE- I. ATIONS NANGERS A ALL SHO iRAMEO CRETE(ACI 31B-05)'AND"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS'(ACI 301). ALL STRUCTURAL STEEL TO RECEIVE ONE SHOP COAT OF STANDARD GRAY PRIMER U.N.O.ON FRAMING STAGGERED) LOCATIONS-NOT ALL N/JIGER$SHOWN IN PLAN. PLANS. 2.MIND PER YAMFACIUIM 94EWATM CONCRETE IN FOINDATONS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH Of 3000 PSI AT 28 DAYS. T NEW BEAM 2� NEW BEAU R �T L=NNS I IE aEdICN1Y E� CONCRETE FOR SUBS-ON-GRADE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 40110 PSI AT 28 LEVELING/BEARING PLATES SHALL BE SET ON FULL REDS OF NON-SHRINK,NONMETALLIC GROUT WITH A TTP MEMBER TYP. MEMBER M. ��BY��1 RS ARE lE DAYS. CONCRETE FOR ELEVATED SLABS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF ROD P9 MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI AT 3 DAV$. 3.ABOVE NOTED IF ARE TYPICAL U.N.O. Z Z Q AT 28 DAYS. ALL EXTERIOR CONCRETE/FOUNDATION WALLS SHALL HAVE BETWEEN 4X TO 6%AIR TWO PLY BEAMS THREE PLY BEANS 4.Z-M X URGER IF N ER IS RE TO BE p d 5.Z-MA%COATED HANGERS ARE TO BE USED Q O ENTRAINMENT AND d'MAXIMUM SLUMP, NO CONCRETE SHALL BE CAST IN WATER OR ON FROZEN INTENT OF THE STRUCTURAL DRAWINGS TyP TY' WHERE ADDY CORROSION PROTECTION IS REOb J N O GROUND. ME INTENT D<THE STRUCTURAL DRAWINGS IS TO SHOW THE MAIN SiRUCMRAL FEATURES ANO 6.NOT"MCBRIE,LLC F CONCEALED FLANGE STRUCTURAL DESIGN FOR THE PRO,ECT. ARCHITECTURAL DETAILS ARE SHOWN INCIDENTALLY ONLY ANO DTWBROWSS OF TWO ROWS OF 1/2'0 HANGERS ARE REWIRED FOR ALT.DESIGNATION O� CZ, < NOTE VaL: ALL OB&XTE MOON STABS AM FDOWOS OR FOUNDATION ONES WOKE FWIL4 ARE NOT COMPLETELY. THEREFORE;ARCHITECTURAL DRAWINGS MUST BE USED IN CONJUNCTION WITH TIE - A07 BOUT$0 24' SD52.Sx6'SCREWS 0 BEAN PER PUNS SDRPm BEFORE 7 DA11�OUST E!T COWD FOR 7 DAYS IBB64 MITI FRILLY COIdRR B 116m STRUCTURAL DRAWINGS. 0/C NET SPACING) ------------- I M J WHICH OUST BE WET GM FOR J DATE OR N APMVFD W"COIIPOIWO B USED. WER 10 24'0/C STAGGERED ( ) -'I 3 m 12'NET SPACING l O AD ",B 10 Q �M ADNIIQIN BfObA1DL DEVIATIONS COMPLETED WITHOUT WRITTEN CONSENT FROM MLBRIE,LLC. ADDITIONAL WORK MAY BE 2 MEMBER BEAMS(SPECIFIED A$'EMBER HANGER_ ANGED ACLS--- = O J THE CONTRACTOR MUST NOTIFY McBRIE,LLC RK ANY CHANCES OR NOME RE FROM THE STRUCTURAL (2'NET SPACING)2. 3'MIN LSH PLANS PRIOR TO COMMENCEMENT OF TIE WORK. McBRIE,LLC CANNOT BE RESPONSIBLE FOR ANY T� NEW BEAM Try NEW BEAM W(� 3 N 000 AND HOT W AINER(IOM 40 F AND AWE OW F)OOIOEIE P AMM NO QM PM®IN1 IMBT BE SIMBIWD A 11E SER{Q AIPIOVAL PRIOR 10 pLAI>FIEML REWIRED Ai ME CONTRACTORS EXPENSE IF WORK 15 PERFORMED WITHOUT MCBRIE.LLC',CONSENT. FOUR PLY DROP BEANS FOUR MEMBER FLUSH FRAMED JOIST W BEAM M SEE ANCHOR BOLTS SHALL CONFORM TO A.S.T.M.A307 AND SHALL BE HOT DIPPED GALVANIZED IF IN LEGEND/ABBREVIATIONS FRAMED ON FRAMING PLANS) NOTE 2 ABOVE CONTACT WITH P.T.WOOD DR EXPOSED TO ME WEATHER, ALT -ALTERNATE N.T.S. -NOT TO SCALE T TAI R P BEAMS PROVIDE THERMAL BREAK WIHERE SLABS-ON-GRADE ABUT WALLS AND COLUIMNS. APPROX.-APPROXIMATELY O/C=ON CENTER SI 'HOST Q BEEw ATCH.-ARCHITECT P.T. -PRESSURE TREATED MRST TO SCAIF PER PLANS BACKFILL AGAINST WALLS SHALL BE PLACED ALTERNATELY ON EACH SIDE IN 12'MAXIMUM LIFTS. PER 0TH BEAM PSL-PARALLEL STRAND LUMBER 5. 375' TVP.J0 ST&BEAM HANGER NAILING dINP Y W BRE=BEARING SER.=STRUCTURAL ENGINEER OF RECORD ! M 'H`'F SCALE'.NONE D BY. SEt1111W RxOA1.7 W NOT BAUOBL fOUDAlIdI NWS WHIN IRWMI®RL IBTR 11E FIST fLOtll COL=COLUMN SIN.=SIMILAR DAIS 01/09/19 FRA"AND BASOtMT SLAB NE COREIM IF THE WALL MUST BE BACKFILLED PRIOR TO FLOOR CONN.=CONNECTION SPY=SPRUCE PINE FIR ��p��������������G7$��� 2-PLY W M WITH ONE CONSTRUCTION,TEMPORARY SHORING,DESIGNED BY CONTRACiDR,SHALL BE INSTALLED ANp MAINTAINED CONT CONTINUWS(SINGLE MEMBER) S.S.-STAINLESS STEEL SPACER Of ATIONV2-PLY LAYER D 1/2• UNTIL ME FIRST FLOOR FRAMING 15 COMPLETED. DBL=DOUBLE STD HDR-STANDARD HEADER SPACER CIA=DIMENSION T.O.C.-TOP OF CONCRETE " Q REINFORCING STEEL SHALL CONFORM TO ME FOLLOWING. ON.=DOWN (BOTTOM OF 2-2r6 TIMBER SILL) nm (A)ASTM 615.GRADE 6D FOR DEFORMED BARS(Fy=60,000 P9) DWG -CONSTRUCTION DRAWINGS T.0.5.=TDP OF SLAB ALL 2x8 EXTERIOR&LOAD ALL 2x4 INTERIOR LOAD N (B)WELDED WIRE FABRIC(WWF)REINFORCEMENT: ASTM A185 EL.=ELEVATION TYP. TYPICAL BEARING WALL HEADER BEARING WALL HEADER E%T.=EXTERIOR U.N.O.-UNLESS NOTED OTHERWISE 0. W ALL CARPENTRY WORK SHALL CONFORM TO ME LATEST NLMA STANDARDS USING: FND.=FOUNDATION VW.A.=VERIFY WITH ARCHITECTURAL DRAWINGS ABOVE DETAILS ARE TYPICAL AT ALL EXTERIOR AND LOAD BEARING 5' - SPRUCE PINE FIR N2 KD,Fb=870 PSI(2A2)d E-IA x 10'6 PSI FOR DIMENSION LUMBER GALV.=GALVANIZED V.LF.=VERIFY IN FIELD WALL OPENINGS UNLESS OTHERWISE NOTED ON FRAMING PLANS FIE=2,600 P51(12'tleep broms)&E 2.0 x 10"6 PSI lar LV�s K-KIPS(1 NIP=HOOD POUNDS) V.W.O.=VERIFY WITH OWNER FIE=2,900 PSI(12'tlero beams)&E=Z.O x 10"6 PSI lar PSL, LVL-LAMINATED VENEER LUMBER WF =WIDE RANGE HEADERPROVIDE DOUBLE JACK STUDS FOR SUPPORT IN BEARING WALL SPACING PER TABLE BELOW TA.GISTS SHALL BE AS MANUFALNRED BY WEYERHAEUSER Ot APPROVED EQUAL SECTION N HEADERS UNLESS OTIRER'MSE NOTED ON FRAMING PUNS FASTENERS SHOULD NAILING PER TABLE 5602.3(1)OF THE MA STATE BUILDING CODE. 3 T T I 'MEIN.} �ZI A_W_PG(FRED IN a THE CONTRACTOR SHALL REFER TO ME 2015 INTERNATIONAL RESDENTAL CODE AND THE PRESCRIPTIVE SHEET BECTON IS SHOWN ON 51 SCALE'.NOT TO SCALE OR SHEET SECTION IS CUT ON MIN.13j' RESIDENTIAL WOOD DECK CONSTRUCTION WIDE PUBLISHED BY ME AMERICAN FOREST AND PAPER ASSOCIATION FOR ME DESIGN AND DETAILING OF ALL DECK RAILINGS. WALL SHEATHING&FASTENING SCHEDULE FOOTING SCHEDULE FASTENING SCHEDULE FOR LEDGERLOK SCREWS ALL EXTERIOR WALL SHEATHING SHALL BE APA RATED WITH APPROPRIATE SPAN RATING FOR SMD NAIL SPACING MARK PLAN SIZE D EPCING SPACING BETWEEN FASTENERS(N INCHES)BASED ON JUST SPANS O': SPACING AND SHALL BE?!e OR GREATER. SHEATHING SHALL BE NAILED PER WALL REAMING& WALL TYPE SHEATHING TYPE SIDES NAIL TYPE FASTENING SCHEDULE ON SI. SMOJL MALS AND WE WLS MAY MOT BE USED, EDGE FIELD F2 7-0 r Z'-0' DOST 6'-0' UP TO UP 10 UP TD UP TO UP 70 UP TO L L Imo.STRUCTURAL SHEATHING EXTERIOR 8E COMMON 6 12 F3 S-0 X Y-0A SPAN OR HESS B'-D' 10'-0' 17-0' TL,'-0' 18'-0' DOUBLE-UP JOISTS UNDER PARALLEL PARTITIONS UNLESS NOTED OTHERWISE. PROVIDE DOUBLE SODS ALI EXTERIOR F4 4'-0 x 4'-0' EW. FASIENEA WALLS U.N.O. APPROVED Dp SYSTEM Utz IW 9'ACINC I6 12 9 8 ] 6 5 BELOW ALL DOUBLE JOISTS-MICAL U.N.O. SHEATHING(R-8 SHEATHING) EXTERIOR EEO SHALE 1 12 F4(ALL) 4'-0'x 4'-0' AF4.5 4'-6 x 4'-6OT.EW. SPACING TYPICAL U.N.O.ON THE FRAMING PLANS PROVIDE CONTNUWS ROWS OF BRIDGING BETWEEN J ISIS. LOCATE BRIDGING AT MIOSPAN OF JOISTS INT.PLYW00MW STRUCTURAL SHEATHING ONE SIDE 8E COMMON 6 12 F5 5'-0 X 5'-0' OT.E.W. 01-0919 up TO 16'-0'LONG,AND AT THIRD POINTS FOR JOISTS LONGER MAN 16'-0'-TYP.UN.O, 91EAR WALLS nSPACING REQ IREMENTS FOR DECK LEDGER TO RIM JOISTS ALL OTHER INT. 06 TYPE 5 ON S1 SCALE:3/4"=1'-0' SUBFLOOR SHALL BE IN"APA RATED REAMING DR STURD-1 FLOOR SUBFLOOR WITH ME APPROPRIATE SHEAR WALLS GYPSUM PER ARCH.DRAWINGS BOM SIDES TYPE IN�yN 7 ] SPfM AND SPAN RATING FOR JOISTS SPACING. ME SHEATHING SHALL BE CUED WTH CONSTRUCTION ADHESIVE I. ALL BEAR!f1llEllpt WAITS NULL BE BLCO®AT NBWITAL PLNNOD!N6 DETAILS CONFORMING TO APA SPECIFICATION AFG-Dl OR ASTM D 3498 AND NAILED WITH BD RING NAILS 0 12' 2. BLOC(d FASTEN ALL SHEAR WALLS W/BLCCKING d ADD-L FRAMING MEMBERS AS RECTI)PER IRC FIGURE 0/C ALONG PANEL ENDS AND INTERMEDIATE SUPPORTS. R6U2.O.6(1)&FIGURE R602.10.6(2)(P.181 OF IRC 209)SEE SHEET SB ALL POSTS SHALL BE LONTWOUS/OR BLOCKED SOLID THROUGH FLOOR FRAMING AND BEAR DIRECTLY 3. ALL NAILS USED WINE TO BE BE ow (04 COMMON-0.131'0 x 2YJ'LONG).164 x 2Yd'LONG S ON ME 2-255 SILL OR SUPPORTING BEAMS. (O.INKE x ALS R W CMN BEUSEDABA USEDSUBSFO TE 4. NO SINNER NAL$OR WIRE NILS ARE N BE USED FOR ANY WALL SHEATNNG-TVP. S SEE ARCH DRAWINGS FOR RNISH SCHEWLES. CONTRACTOR TO CONTACT PRIM LLC AT B]K-848-009]FOR A DATEWMICN5 SSUP�2-MAX r -TxTD3J s �- Q" COLUMN SCHEDULE HAN - MARL( MILINN Siff BASE PUTS NOP PLATE ALT.MILLION CAP 4 I hotd - CI DIE LALLY Sv5 LALLY CAP Sv5 LILLY CAP SIMPSON LCC - F C2 4 O.D.LILLY Sv5 LILLY CAP SPRINGFIELD PL SHIPS,LCC 2.10 PT LEDGER oLa"cs PER D TI F Illi 52 2- 1 Sim Fl.SH - 4/Sl2 2x6 NOR H PSL POST SCHEDULE bN o TOr MARK Siff --- O rn I I I I P1 JA•xYi•PY P2 R r SVx"vr PSL PJ 3Yx7' PA Q Y H� �______-._ ■ P4 54' PIE L 0 3 :f W ppZ x ■P5 5Y'xY PA fY Z Z w III P6 7'x7' PSL _ _ _ J-. 18'L. -- _ $I[ 0- __ r J - - _- - - I-- - - - -- - - t - vL ------ N - - 0 g _. - - •AY - JA D A 2 IN AN GE Q 0 2- '18" __- Z Q < (p r '-'F Ln r 2,10 P.T.LEDGER PER C A _I.. L. ___ _�-I. 1-I Q Q 4 BOLTED W11H RR5 L�-FOOTING d CON C.PIER DETAIL 1/51 b .. Q Q Iy�7 BY OTIIQt EYP. �r�* _ k/. '__---..._ _ _-_____ _.._. -20H I N � O�3 PROVIDE SIMPSON -- _._ 2-z10 m O J 1 2-I.K.S.S.POST CAPS AT - Ljj 3 Q - L J BEAM CONNECTION V PROVIDE SOUR-BLDDONG - --- -- - ------ -- 9P SECOND FLOOR JOISTS SHALL BE 2.10 0 Is-O/C BETWEEN JOISTS AT BUTT SPLICE BEAM FIRST FLOOR JOISTS SHALL BE 2.10 0 16'O/C U.N.O.ON FRAMING PUNS —— U.N.O.ON FRAMING PUNS CANTREVERED ENDS AT C OF POST f EXTENTS OF CONCRETE DECK JOISTS SHALL BE 2.10 P.T.0 16"0/C 2 FOUNDATION WALL BEYOND PROVIDE JOIST HANGERS AT ALL FLUSH FRAMED LOCATIONS. DO MOT LIE W LOIN NAI;M K"m STAR STRINGER-SEE ARCH DWGS 1F AIRSPACE UNLESS SPECIFICALLY REWIRED BY SIMPSON STRONG TIE. SEE HANGER SCHEDULE ON SI FOR HANGER DRAWN By.. WH PROVIDE DOST HANGERS AT ALL FLUSH FRAMED LOCATIONS. DO NOT USE A{•LM NNS M LLANffSS UNLESS SPECIFICALLY REWIRED DESIGNATIONS NOT SHOWN IN PLAN. 2x6 P.T.KICKER W/1-Y'W 12 D BY: MLP BY SIMPSON STRONG TIE. SEE HANGER SCHEDULE ON SI FON HANGER DESIGNATIONS NOT SHOWN IN PUN. LONG GALV.ANCHOR BOTS O HIT[ 01/09/19 0-HEADER POSTS PER SOL OR 3-2x4/7-2x6 MINIMUM BEAM SUPPORT POSTS UP d DOWN UNLESS 12-O/C(3 ANCHORS MIN.) BEAM POCKETS SHALL PROVIDE FOR 4'MIN.BEARING LENGTH AND SHALL BE SIZED FOR THE WIDTH AND HEIGHT O WE PROPOSED BEAM, OTHERWISE NO 7ED(ALL POSTS SHALL BE EQUAL TO OR OLDER THAN BEAM WIDTH). ALL POSTS SHALL FINISH GRADE PROVIDE PRESSURE TREATED TIMBER OR STEEL PLATES BETWEEN MAIN SUPPORT BEAM AND CONCRETE FOUNDATION(BEAM PO(KETS). �, 4Y, BEAM BE CONTNUWI(BLOCKED SOUD)BETWEEN WALL PLATES AT FLOOR FRAMING/SUPPORWIG BEAM. $4� SFE P AN ■-READER POSTS PER SI OR 3-h4/3-2v6 MINIMUM BEAM SUPPORT POSTS UP d DOWN UNLESS OTHERWISE NOTED(ALL POSTS SHALL r-m-_-�.INTERIOR LOAD BEARING WALL � - E EWA.TO OR WIDER THAN BEAM WHOM). ALL POSTS SHALL BE CONTINUOUS(BLOCKED SOUD)BETWEEN WALL PLATES AT FLOOR P.T.SHIM DETAIL NUMBERS AT POSTS UP OR DOWN INDICATE DETAILS ON 5< FRAWNC/SUPPORTNG ERM. v5f m NON-SHRINK GROUT F�£IAIL AT EXT.STAIR � w INTERIOR LOAD BEARING WALL NOM BUM SUPPONT/INFlLL O BEAM RICKET SECOND FLOOR FRAMING PLAN 52 SCALE'.�'=I'-o' DETAIL NUMBERS AT POSTS UP OR DOW INDICATE DETAILS ON SOL SHOULD NOT BE MULTIPLE 2v PT SHINS FIRST fL00N JOISTS NOT TVP CAL BEAM POCKE DETAIL SHOWN FD CLARITY FIRST FLOOR FRAMING PLAN 52 sESAIe NONE q SCALE:Y.=I'-0 i BUILT-UPiBEAM 2.P.T.LEDGER BOARD BOLTED T.O.S.EL D > WN 2-ROWS BE 5'LEDGER LOKS BLOCKING AT ALL POST TOP PLATE-SEE VV I` W AT I6'0/C MAX(SEE DETAIL 51 2.P.T.LEDGER BOARD BO1ED- SND QUAL ABOK WALL PER DETAIL-2/51 SCHEDULE FOR 9ff COLUMN-SEE PLAN d JK idt UYW V-DS.11ALL ABOVE SUB-BOOR HUED - T) WITH 2-ROWS O"5'LEDGER ABOVEPAINT COLUMN BASE BELOW FLOOR SCHEDULE FOR FOR Siff MIN RM MST DOUBLE RIM DOST AND HARED 70 JOS 2-B'LONG.3E'W LOKS(WEDGE ANCHORS AS LEVEL WIN 2 COATS O'ASPNALTic 1ST SUB-FL LILLY BASE PULE OR STEEL BASE THRU_BO DECKING � REWIRED)AT 18"O/C RM MASTIC d WRAP COLUMN WITH Y'PROVIDESIMPSON PJOISTL1N y JOIST JdS1S-SEEEXP.JOINT MATERIA N/HERE IT PLATE PER SCHEDULE ON SKIM COAT 2-LPC6-SS.POST 2.PORCH DOST �H.DNCSSEE FRAIINC PUN ABVTS TME CONCRETE SUB O NON-SHRBNN GROUT W/1-YYCAPS AT BEW2x DECK JOSi ANCHORBOL75I2'LONG d 3'BENDCONNECTION IVP. 2-210 PRESSURE 1RUTE0 a BRDONG OR SOLD BOOR BOOB J'THREA OL PRCECTION AT DECK EAMS Z-MAX COATED JOISTHEADER MSH PER DIRECTION 581 ON SILL SEAL BOT N _ BLOCKING e'-0"HANGER SEE SCHED. O ARCIITEC CONC.W/Y'O HOT DIPPED O/C MAX-TYR. 1ENSION RES BEE PUNS FINISH AE GALV.ANCHOR BOTS,12 `o OI I1919 LO a 6'-0'o/c �ZAT PARALLEL JOISTS iRU1ED POST SIMPSON ABA66 52 SCALE:NONE Ih 8 VAPOR BARRIER BEE PLAN FINISHED ��TYPCAL WOOD JOIST SECTION AT EXTERIOR PORCH PLAN POST BASE HE FAVAL E FWRNGDETAILSSZ SCALENONE SCHEDJLEFINISH GRADE CONC.PIER-BY O11ER5SEE COLUMN SCFOUIE FOR TOP PLATE d SASE PLATE SIZES ^ ^�1-10 lE1ELEVATION- TYPICAL INTERIOR COLUMN B TYPI W T T K (PHM NONE J L/ RNSP PRIOR 52 SCALE.�'=I'-0' CONTRACTOR TO CONTACT McBRIE,LLC AT 178-RIB-0017 FOR A NO.1 DATE BENSON$ 3-14'x9Y.'LKS SEF ARCH DRS FLUSH FRAMED FUR UPPER RADE M (APPROX.14'-2') L DETAIL W/2.8 53 SEE ATT'FRAMING PLAN 2-1�x'x9)f'LKS HDR I-IM FOR BEAM BELOW KURD CH RAKE 2-2_x8 Hdt 2-2x6 HW PER ARC ONGS T FULL HOGHT STUDS 1ST R.TO RAFTERS IYP. T O 0 CATHEDRAL GABLE ENDS Is o �H OJ 5 p QQ 18 Vt RI Y a 0 r o i - w z OU �� M It I NAIL C.J.TO RAFTER s - o .._ W/6-16E NAILS YIN. / \ II M 3 S3 Y - --" i If Lmz y UQU., __-----_—_----_ _ 0 p O Z ZQI 3- x8 HDR 3-2x8 NOR _ _ Q CC _ S D FLO _ —] p ATTC JOISTSJOISTSSHALL BE 2.8 0 16'0/C U.N.O.W SEE SECON FRAMING PLANS SJ PLAN FOR BEAM OR BEFRAMING v LOW I � p AY LOW ROOF RAFTERS SHALL BE 2.8 0 18'0/C U.N.O.ON PLANS Q 2x10 LEDGERO BOLTED NTH LOW ROOF RAPIER TYP. ROOF RAFTERS SHALL BE 2.10 0 18'0/C U.N.O.ON FRAMING PLANS p PROVIDE JOIST HWNGERS AT ALL FLUSH FRAMED LOCATIONS 2-LEDCERLOKS PER STUD UDDER RAKE mf DO NOT USE Of LM EIAW.S M IMAM UNLESS SPECIFICALLY PROVIDE JOIST HANGERS AT ALL FLUSH FRAMED LOCATONS EXCLUDING RAFTERS TO VALLEY PER ARCH DWOS =) O J REWIRED BY 9MPSON STRONG TIE AND HE CWNELTONS). DO NOTUSE ifLOW MILS N IIAl10EN8 UNLESS SPECIFICALLY W(� 3 Q SEE HANGER SCHEDULE W 51 FOR HANGER DESIGNATIONS NOT SHOWN IN PLAN. REOUMED BY 9YPSCN STRONG TIE SEE HANDER SCHEDULE ON S1 FOR HANGER = r7 ■ .HEADER POSTS PER 51 OR 3-2x1/3-2x8 MFWIUN BEAM SUPPORT POSTS UP k DOWN UNLESS DESIGNA71MS NOT SHOWN IN PLAN. OTHERWISE NOTED(ALL POSTS SHALL BE EQUAL i0 OR WIDER THAN BEAM WIDTH). ALL POSTS SHALL SUB-iL00R REFER TO ARCHITECTURAL DRAWINGS FOR 92E AND LOCATION OF SKYLIGHTS(IF APPLICABLE) BE CONTNUWS(BLOCKED SOLD)BETWEEN WALL HIES AT FLOOR FRAMING/SUPPWTNG BEAM. BLOCKING AT ALL POST - BUB-FLOOR PER DETAIL-GLU ■ WISE N POSTS PER S1 W 3-2x4/}2x6 TO BEAM SUPPORT POSTS UNLESS INTERIOR LOAD BEARING WALL WALL WALL GWED AND ABOVE SUB-BOOR OLUED OTHERWISE NOTED(ALL POSTS SHALL BE EQUAL ro W HIDER MAN BEAM WIDTH). ALL DRAWN BY: WH ed.rm>a.. FULL NEIONT 51U0 WALL NAKID ro JO575 AND NAKED TO JOISTS POSTS SHALL BE CONTINUOUS(BLOCKED SOLD)BETWEEN WALL PLATES AT FLOOR 2x RIM — BY: MIP JOIST JOISTS-BEE Z.RI4 FRAMING/SUPPORTING BEAM. LK-SEE PUN ROdN JOIST DATE: 01 O9 19 MST JOISTS-SEE SEE MN DETAIL NUMBERS AT POSTS UP OR DOWN INDICATE DETAILS W 54 OPTIONAL PLYWOOD FAWNING PUN i FRAMING PUN -._s a.INTERIOR LOAD REARING WALLS WSSET O EACH ATTIC FRAMING PLAN IN RADE NOTCH BRIDGING W V,D rM1 SECTION E DRO LVL B AM RAPIER PAF PROVIDE 2x6 COLLAR TES— — — O AB'MAY R 0/C(EVERY THIRD RAPIER)AT ALL SCALE:Y'-I'-0' IN RAFTERS AT BLOCKING B'-0" OPPOSING RAFTER PAIRS IN THE UPPER THIRD O THE RARER SPAN. S2 SCALE: NONE '^ - RIDGE BEAM 9NPSW N2.SA 0/C MA%-M, y m 0 EACH RAFTER K W TA,, L A PROVIDE 9MPSW X2.SA HURRICANE TES AT ALL RARER TO TOP PLATE CONNECTORS ffAHEER LED WITi ro BEAM m 52 SCALE NONE SCALE:NONE PER SND� ROOF FRAMING PLAN TER HANGERRIDGE BOARD-SEE ROO RAPIERS-BEE 'iRAI.11NG PLAN iRAI11NG MN SCALE.Y' 1'-0" 2x MTSEE ARCM DN45FOR RARER SHAPSW AJS AT EA.PITCHES xILILST,RIDGE BIRDSMWTH WT RAFTER TOMTBUN-SEE PU RAFTERS AT LOAD CONNECTION BEARING WALL BELOW N SET RIDGE JUST BELOW BOTTOM TIDY.RIDGE BEM INSTALLATION ti PROVIDE 12'MIN. e O RAFTER WT-IVP. 53 SCALE:NONE , RAIOERS�OALtpIG LE�N0111NOF LAP!B-I6E MALS DETAIL AT PORCH ROOF _r G e; BEARING WALL ATTACH TO TOP HURmcANE nEs Ai ROOF FRAMING DETAIL �JscALE: '=r-D' 53 SCALE:NONE a-168 PLATE W/BB 0 6'0/C EACH RARER ro / 4'.(n 9MPSON H2.SA 53 SCALE: NONE �W 0 UOI RAFTER NAILS MIN. WALL/BEAM N.INTO TO TOP PATE OMR'AIR SPACE EXCEPT WHEN 1' IN.TO 2'MAX. PLYWOOD SHEATHING COUNG JOIST AIR SPACE LK BEAM-SEE FRAMING A PROVIDE PLAN FOR 92E FRAWNG ABOVE HOT SHOWN FON OAMTY 9YPSON H2.5A BIRDSNWTI CU / 9JB-ROW O UCH RAFTER IN RAFTER-TTP. POST UP may. 2-9MPSON 572215 51RAP TIES S ROOF BEAM TO TOP PLATE JOIST HANGER LK SEE MN TO RIDGE g 0 POST ro BEAM CWNECTO PLYWOOD TO EXTEND UP TO LK-SEE PLAN BOOR DOST ROOT DOST PROVIDE TO`O IUP PLATE-TYR. CEWNC SFE PIAN SEE PLAN Ot D9 I9 TRIMMOT04 SIDES O POST(IF SIRDSMOUIH WT REWIRED)TO ALLOW MT 2-9MPSW ST STRAP AT IN RAFT-Tw. CEIUNG DOST JdST HANGERS OVER RANG PER SEE PLAN LK-SEE PIAN (STRAIN INSTALLATW O AL POST 70 ROOF BE ARCH.OWLS FRAMING PLAN A PROVIDE BFOSMWTH QUi IN RAFTER-TV. STRAP W EACH SDE A CONNECTIONS 2x8 LEOOA BOLTED SIMPSON HANGER LUS28 NOTES . POST-SEE FRAMING POSTS-SEE PLAN FOR BRES DETAIL PER RC 2015 FIGURE R602.10.8.2(1) W/2-5'LEDCERLWS -PROVIDE TWO INC 1. STRAPPING FOR CUUNG SNAIL EXTEND 1/4'YIN. PLAN Fdt 92E PER SCHEDULE 4 MT WT IN RAFTER ro BELOW BOTTOM O LVL. DETAIL A-A BLOCKING IS NOT REQUIRED OVER DOW AND'WINDOW OPENING WALL BELOW rn BUPPDST HANGER 2. DO HOT ATTACH STRAPPING TO BORON O LVU ^ LK HEADER Cp1SECTION AT FLUSH FRAMED LVL W/WOOD LUSTS (J• n TYPI AL RI GE/ROOF BEAM TO POST CONNECTION �MZTIPICAL RA TE TO OP PLA E DE AL rs1RAFTER DETAIL AT BEARING QUAL TO ROOF �r1 ROOF FRAMING DETAIL scaLE: uoNE 53 SCALE NONE 53 SCALE:NONE SCALE:NNE Q) SCALE: NONE CONTRACTOR TO CONTACT..BRIE,LLC AT 978-150-OOB7 FOR A LVL BEAM N BEAR NO. DATE REVISIONS PSL POST UP TINUOUS DOABLE FULL LENGTH BLOCKING SEE ..__ _ DIRECTLY ON PA SAMPSON POST _ RM OR BRAND JdST CONTINUOUS ALONG LENGTH IN PROVIDE CUT AFTER PROVIDE NIFY�RAiiFA STRAP BBETWEETI ... PA POST BEAR OF BRACED WNL PANEL TO ALLOW THE TO ALLOW THE VALLEY END DINECTIY LVL-TYP. —... VALLEY RAFTER 1D VALLEY RAFTER AND POST PERPENDIWAR SIT MT d TIGHT N SIT M7 d 12'LONG LK 0'MIN. FRAMING ON POST TIGHT ON POST PLATE FOR PA BEARING BUILT- - PA POST UP TOE 16"D AL TOP PULE WITH LL TOE NAL RIM 10 TOP SEE PUN Bd 0 16'DO ALONG SHEAR WNL PULE WITH 0a O 18'DC RAFTER HIP/VALLEY/TRIMMER BUILT-UP �S ALONG BNEAR WNL BEAM/HEADER 2X6 016'0/C WALL PANEL INTERIOR WALL /MMME EY HW/VALR RAFTER /TIFTER RAFTER EXTEND VALLEY 10 TO BE USED WHERE SPECIFIED ON FRAMING PLANS 164 0 4'DC KONG 1Bd O 4'DC ALONG RAFTER RANTER EX17Dilgt WALL AND r 1ULT—UP BEAR THAT LVL BEAU TO BEAR DIRECTLY ON POST SHEAR WALL PANEL INTERIOR SHEAR WALL ADJUST TOP PLATE N 54 SCAB:NONE 6 PO __- - 2./PSL POST 4-9.POST 2v POST K PSL POST UP 5< SCALE:NONE +�INPIR�LE��PTLSI 5 n TYPICAL HIP/VALLEY/TRIMMER RAFTER TO POST CONNECTION DETAILS 0O N rn .__ - _. 54 SCALENONEPSL POST UP PA POST TO BUR DOUBLECONIMUWSQJ RM ORBAND JOISTFULL HEIGHT BLOCKINGPEL POST BEAR SEE RI.AN DIRECTLY ON LVL-TMP.DIRECTLY LN.-1YP. CONTINUQUS ALONG IENGiM'-0"MIN. 10'FQUNDADONOF BRACED WALL PANEL ADDITIONAL FRAMING ATTACH EACH SHN Di BOTT011 BUM AND PORT ,WBEAM_�FRAYING N Q -_-_ MEMBER DIRECTLY ABOVE MNGE TO PA POST WTH)jY. PLAN FOR SIZE w Zp ZCONTINUOUS DOUBLE RM Z BEEALCAX BLOCK TWEEN POD LVL RODIR cOR BRAND JOIST SHEAR WNL 6'LONG(MM.).UG SCBE M-BEE PUN W REAL SMALL BEARNLL DEPTH OF PSL POST ppPROVIDE JOIST OR CIXMYN d TOP BLOCK EITHER SIDE TOE NNL RIM TO TOP MTE W TOE NNL RIM TO TOP MTE WTH Le TE AN NIFAIOR PA S 10 OF PA PGST F'OR 8d O 18'O.0 ALDINC BRACED Btl O 18'O.0 ALpKG BRACED SCH_YP P T UP I SUPPORT BEAMS TS TO-N UE QALY O SLVIL T wNA PµLL WALL PANEL PA PST-SEE -- _"--- EAR DWECILY ON lVL ACED WALL PANEL BRACED WALL PANEL FRAMING PUN FOR SIZE OT ON WALL PLATES OR ANY 3-16d 016'DO ALONG 16d 0 4'DC ALONG SHEAR 54 SCALE:NONE 2.MATERIAL-PROVIDE LVL PULE WIN REWIRED BRACED WALL PANEL WALL PANEL W"WEB BLOCKING d FLOOR FRAYING NOT 94OWI FOR CLARITY V) O eFSL POST P AT 1z WF BEAM TO PSL POST BEARING DET IL p SEE PPS UP 5+ SCALE'.NONE 51 SCALE:3/4'=I'-0" Z O K n I M POSTT 0 BUR PA POST UP 2v BLOCKING SET TIGHT 21�CONTINUOUS DOUBLE RIM ADDITIONAL FRAMING Q N N O IrrI DIRECTLY ON LVL-TYP. SEE PLAN TO PA W ALL SIDES OR BAND JOIST MEMBER DIRECTLY BELOW WNL 12'LON�lT1 BOOR Jg575 LVL SPREADER MTE SEE FRAMING PUNS FOR SIZE O Z AIMPALER FOR BEARING -+MIN SEE PLAN / FOR PA BLARING m Q FULL LENGTH AIXl(ING --0.16' G SHEAR WNL O 3 Q 0_C ALONG 1\ FOI1NDA110N WALL w N CO _ - W'BEAN 12M SEE PLAN 2.NNLER< LGE NNL 3-Bd NAILS AT 3POST UCH BLOCKING NUMBER sa scALE NONE T P POST P T AM SHEAR WALL SC 54 ALE:NONE3-18d AT EACH BLOCKING MEMBER DRAWN BY. Will PA POST UPCHIKD BY. MLP SEE —DATE OI/D9/19 PA POST 0 BEAR DIRECTLY LK-1 W. 2-16 NAGS EACH SIDE 1Z LING LK '_0'MIN. -FALL HEIGHT BLOCKING O ifi'GC ALONG PUTS FOR SHEAF WNL - PA BEARING _ h m (eZ4HEAR WALL FRAMING DETAILS BLOCK 0 ��54JJSCALE:NONE � W RIM BE1WE Tk -,� JOIST Q 1 FWNDA�ION WALL �. N o 4 P T TIO 51 SCALE'.NONE 2.STUD o SUBFLOOR CLUED 2.FLOOR JOINPLANS POST FROM ABOVE AND NNLED i0 SEE FRAYING SEE FRAMING PLANS FLOOR JOISTS FOR SPACINGf01i SIZE REMOVE SUBNOOR PLATE MAIL RN BOARD TO! %/ AT LALLOYWCOL UMNS TOP d BOTTOM OFd PA POSTS FLOOR JOIST 03 09 39 EQUAL OR 1 GREATER THAN RIM JOI T-IMP. POST ABOVE DEPTH SHAULMSTS MATCH Di POST BELOW. NODIt JDISTS. SEE FRAMING W PSS FOR SIZE L"NNONE ST INSTALL54 ATION DETAIL 1n SCALE NONE NON—PSLAMING DETAIL AT 54 SCALE. CONIRACTOI l0 CONTACT McE.LLC AT 978-1 48-008]FORA S/4