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HomeMy WebLinkAbout6 Merrymont Rd planT, REV1E\ AI �CEERRi�-�� �u . . I HE L�UILVIIyV --��.� ::-. � ..� A CERTIFIED AS BUILT IS REQUIRcD BEFORE FINAL INSPECTION III loll mIII moll J!Nlm�LEJ�i FOR: DESIGNED/DRAWN BY:- THOMAS A. MOORS DESIGN COMPANY P.O. BOX 2124 BREWSTER, MA. 949 ROUTE 137 (508) 896-6403 0 OUT11 7 STRUCTURAL.. ENGINEER:- MCKE,NZIE ENGINEERING CONSULTANTS 44 UNDERPASS ROAD UNIT #2 BREWSTER, NIA. (774) 353-2144 (©COPYRIGHT 2020 BY THOMAS A. MOORE DESIGN CO. 3 L7vz - Z,-//o/3 .jaj_(-11 2 0 N 0 P05T DN. H55 4" x 3" x �9 0 N O N 0 0 0 N 1 FIRST FLOOR PLAN FIR5T FLOOR = 958 5.F. SECOND FLOOR = (594 5.1' . US NEW 5MOKE/CAR50N MONOXIDE DETECTORS ® NEW HEAT DETECTORS GENERAL NOTES: 1.) CONTRACTOR 15 TO VERIFY ALL EXISTING CONDITIONS * DIMENSIONS IN THE FIELD 2.) CONTRACTOR TO VERIFY MATERIALS, DETAILS * FINISHES IN THE FIELD WITH OWNER 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT FIRST FLOOR TO BE G'- I I " ABOVE 5UBFLOOK 4.) ALL WORK SHALL CONFORM TO THE MA55ACHU5ETT5 STATE BUILDING CODE AND ALL OTHER APPLICABLE LOCAL CODES INCLUDING THE WFCM 110 MPH EXPOSURE 5 MANUAL 5.) ANY D15CREPANCIE5, ERRORS AND/OR OMISSIONS IN THE NOTES, DIMENSION5, AND/OR DRAWINGS CONTAINED ON THE5E DOCUMENT5 SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER PRIOR TO COMMENCEMENT OF CONSTRUCTION. PROCEEDING WITH CONSTRUCTION CON5TITUTES ACCEPTANCE OF THE5E DOCUMENTS AND ANY DISCREPANCIES, ERR0R5 AND/OK OMISSIONS BECOME THE RESPONSIBILITY OF THE BUILDING CONTRACTOR. OF PLATE N O SECOND FL 5UBFLOOK TOP OF PLATE O N 12 _ N FIRST FLOOR SUBFLOOR 0 TOP OF PL. AT KNEEWALL TYPICAL I x 8 "FLYING RAKE" ` BOARDS W/ I x 3 DRIP * I x G SUB -RAKE P OF PLATE TOP OF FL. AT KNEEWALL o It SECOND FLOOR 5UBFLOOK TOP OF PLATE FIRST FLOOR 5UBFLOOR TYPICAL ASPHALT ROOF SHINGLES I EW-111 I F1 1-11 11111 nj 12 4± El RIGHT SIDE ELEVATION TYPICAL I x 8 RAKE 5D5. W! I x 3 DRIP BD. LILJI� =_ C'l �---- TYPICAL ASPHALT ROOF SHINGLES FRONT ELEVATION TYPICAL I x 8 FASCIA * FRIEZE BOARDS --I EIIIIIIC TYPICAL WHITE CEDAR SHINGLE 51DING 5"± TO WEATHER AT SIDES * REAR TYPICAL I x 5/ 1 x G CORNER BOARDS TYPICAL A5PHALT ROOF SHINGLES TYPICAL WHITE CEDAR SHINGLE 51DING 5"± TO WEATHER AT SIDES � REAR TYPICAL I x 5/ 1 x G CORNER BOARDS STAMP N OF kgss'C 2 MARK A. y MCKENZIE o CIVIL No. 39068 '�'G15TE� SS�ONAL' N w � � w �-, N w U cyD w Q � w O Q 0 Q CV � o W � O Cr) ►--� O W� w NOTE: THE PLANS SHOWN ARE THE SOLE PROPERTY OF THE DESIGNER AND CAN NOT BE COPIED, REPRODUCED AND/OR ALTERED WITHOUT THE EXPRESS WRITTEN CONSENT OF THE DESIGNER SCALE /411 _ I 1-011 DATE 4/G/2023 PROJ . NO. 2022-486 DWG. N0. . FAW ©COPYRIGHT 2023 BY THOMA5 A. MOORE DESIGN CO. STRUCTURAL 4-6-23 d' W CO � Q ti G'-7° 2'_ 1011 91_01, 8'-3" 2'-10" 5'-0" TYPICAL ASPHALT ROOF SHINGLES - E—+ N W Q � TYPICAL I x 8 FASCIA $ FRIEZE BOARDS TOP OF PLATE Z�] A3 A3 A3 11 61 2 G C D C C NQ 2 -� `D 3K 2 3K 3K 2J 3K ~ �C ct) �oo .I �� 0„ o0 2 -2 1 0 -4' B �p TYPICAL Wt11TE CEDAR N CEO. I SHINGLE SIDING SECOND FLOOR 5"± TO WEATHER C �o� SUBFLOOR AT SIDE5 * REAR 5' TUB/ I + — 5HOWE BATH 2° = I o TOP OF PLATE O 0 TYPICAL i x 5/ I x 6 N 2�_p �� 00 O = I CORNER BOARDS Rl MASTER LI N . ,�+ �� x m - - I � BEDROOM #2 I BEDROOM 2�+ N I 3 N o w N IPULL-DOWN—I I J C - cn STAIR ABOVE - O'-6" i I ® HALL I �, Q 00 L---� 14R@ 2'6"x6'8' I 612 UNFINISHED - - O o w = 7 8 ± - ATTIC 2J o `� 61 2 I C CV CV FIRST FLOOR O x x I SUBFLOCI O d LLJ (S) 1 0'-9" 7'-3" 4 -O" 2'- 2" b,, BEDROOM W 3 HOW R ��8 I X I I +��q N 0 C LO5 . o I-EfT SIDE ELEVATION o MASTER I I +�� O w BATH I I I o I w 0 c0 i WALK-IN CLOSET L _ I 3'-2" LINENSa-0 �J m 2J 3J 0 1 Lei•. C C _ 6 _ I2 B C P' F WINDOW IN NA3J p`3 GABLE ABOVE 12 12 8+� I6± O O 2'- 10' 4'-1 1 " 12 W I x 3 DRIP �✓ l TOP OF PLATE i R BD. - f BOARDS W/ I x 3 DRI P r ` o I x 6 SUB -RAKE [ W �w It SECOND FLOOR � � �• ^ SIECON D S LOOK PLAN 5U5FLOOR `lJ TOP OF PLATE NOTE: 0 NEW 5MOKE/CAR15ON MONOXIDE DETECTORS THE PLANS SHOWN ARE THE 50LE PROPERTY OP THE DESIGNER AND CAN ® NOT BE COPIED, WINDOW 5C�`IEDULE =_' � REPRODUCED AND/OR v ALTERED WITHOUT THE TYPE MANUFACTURER'S UNIT ROUGH OPENING REMARKS m EXPRESS WRITTEN A ANDERSEN TW 2104 I 0 2'-6 ! /8" x 5'-0 7/8" DOUBLEHUNG CONSENT OF THE B A 21 2'-0 5l8" x 2'-0 5/8" AWNING DESIGNER C TW 2446 2'-6 I /8" x 4'-8 7/8" DOUBLEHUNG IT, FIRST FLOOR SCALE D TW 2436 2'-6 I /8" x 3'-8 7/8" DOUBLEHUNG : j5UI5fLOOR 11= � F CIR 20 2"-0 5/8" x 2'-0 5!8" CIRCLE 1_011 E C335 6"-0 3/8" x 3'-5 3/8" CASEMENT 1/4 DATE NOTE # I :CONTRACTOR TO VERIFY ALL QUANTITIES AND SIZES OF NEW WINDOWS WITH OWNER AND ROUGH OPENINGS WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS REAR ELEVATION 4/G/2023 NOTE #2: CONTRACTOR TO PROVIDE PLYWOOD PANELS FOR EACH WINDOW. INCLUDING PRE-5ET FA5TENERS PER CODE. PANELS TO BE MARKED AND STORED IN BASEMENT. PROJ. N0. 202 2-486 STA F' : DWG. N O . MARK A. y MCKENZIE o CIVIL No. 39068 'R`ClSTE�� S�QNAL 0 5 10 15 2C ©COPYPIGHT 2C23 BY TIJ,OMA5 A. MOORE DF51GN CO. UR L -6-23 2'- 10' P.T. 2 x 8 LEDGER W/ (1)-5/8" LEDGORLOK BOLTS @ I G" o.c. STAGGERED, FLASH BEHIND - G'- I 5'-4" BILCO 'C' BULKHEAD 4'-3" l9 N C\ j `r BASEMENT I I BASEMENT WINDOW — I— — WINDOW-- F---�---- ----- I VDROP ------------ — — — — — — — — — — — — — — — — ---7 — — — —NEW iLLATODOOR ND. I 1=U LL I BASEMENT (4" CONC. SLAB) 1 BASEMENTI 2 x 10 FLOOR JOISTS @ I G" o.c. WINDOW 3'-8" 7-2" 7-2'' I I 1 1 1 I I I I TYPICAL H55 3 112 x 3 112 x 114 4" DIA. STEEL TYPICAL POCKET P05T UP/DN. — — — LALLY COLUMNS — BEAM I 1 GARAGE 7 F� � � (4" CONC. SLAB ON GRADE F t 7 ( PITCH 2" TO O.H. DOOR) I I CONT. 3-1 3/4" x 9 1/2" LVLI I I GIRT N I I L--1 N i L_ TYPICAL 4" DIA. 2'-0'' ( STEEL LALLY COLUMNS 12-1 3/4" x :0 TYPICAL 3G" x 3G" x 1211 1 9 1/2' LVL'S > CONC. FOOTING N TYPICAL 30" x 30" x 1 2" _� A / _-1 NI � CONC. FOOTING BASEMENT WINDOW m M I i N (2-1 3/4" x N N I ARO h DOORFND. WALL N I91/2"LVL'5 I 14 —---------� -- — — --- � lO --------- CNC. ----------------------J APRON — — — — — ------------------� TYPICAL 10" x 20'' CONCRETE FOOTINGS TYPICAL 8" CONC. W/345 BARS FOUNDATION WALL 3"-4" FROM BOTTOM B244 DAR5 AT TOP OTTOM AND MIDDLE el► I I Y C TA33-2 x 8'5 V� P.T. 2 x 815 @ I G" O.G. 0 0 2 2'-0" FOUNDATION PLAN NOTE: FOUNDATION CONTRACTOR TO PROVIDE 5/8" DIA. ANCHOR BOLTS AT 42" o.c. WITH MINIMUM EMBEDMENT OF 7" INTO CONCRETE. ALL SILL PLATES TO BE CONNECTED USING 3"x3"x 1 /4" SQUARE PLATE WASHERS. ©COPYRIGHT 2023 BY THOMAS A. MOORS DESIGN CO. 2'-311 • 9'-0 C BUILDING SECTION GARAGE -TYPICAL ROOF CONST. - 2 x 10 ROOF RAFTERS @ I G" o.c. - 1/2" CDX PLYWOOD ROOF SHEATHING 3'-G"+ 9'-3" - ASPHALT ROOF SHINGLES -^- - 1 5LB, FELT PAPER ---------------------- ----------------------- --------------- -8" SPRAY FOAM INSULATION AT ROOF RAFTERS (R=40) 6 IH �Z - 2 x 12 RIDGE BOARD (UNLESS NOTED OTHERWISE) I I I I I I I I I I I TOP OF PLATE. TYP. WALL CONST.- r"D I A `GOOF CONST. 2 x G STUDS @ I G" o.c. 1 /2" PLYWOOD SHEATHING G" BATT INSULATION (R=2 1 ) 1 /2" GYP. BD. W.C. SHINGLE 51DING 'TYVEK' =TERS @ I G" o.c. )D ROOF SHEATHING SHINGLES R INSULATION \S (K=40) >ARD OTHERWISE) /ALL CONST. JIDS @ I G" o.c. /OOD SHEATHING \15ULATION (R=2 1 BD. NGLE SIDING TYPICAL 8 CONCRETE FOUNDATION WALLS w/2-#4 BARS AT TOP BOTTOM TYPICAL 10" x 20' CONC. FOOTINGS w/3-#5 BARS CONT. WITHIN 2"-3" OF BOTT. MASTER BATI-1 LIVING I Q,CEILING JQIST�?, @ ;1 G" o 1 /2" GYP. BD. ON I x 3 STRAPPING @ I G" o.c. MASTER BEDROOM 2 x 4 STUDS @ I G" o.c. W/ 1 /2" GYP. BD. BOTH SIDES I 9 1 /2" TRU55 JOISTS @ I G" c.c. 5TEEL BEAM SEE FRAMING PLANS 2 x 10 FLOOR JOISTS @ I G" o.c.00000000 000001 _ _ 14 3-1 3/4" x 9 112" LVL GIRT 9" BATT. INSULATION (R=3C) 4" CONC. SLAB FULL BASEMENT DU I LDING SECTION DINING/LIVING TOP OF PLATE 2 x 8 CEILING J015T5 @ I G" o.c. 1/2" GYP.\5D\0,N I i i I x 3 STRAP PING`(a 101 oz. N BEDROOM\\\ ,BEDROOM SECOND FLOOR SUBFLOOR TOP OF PLATE 9 1 /2" TRUSS J015T5 @ I G" o.c. BEAM I I 9" BATT, I INSULATION (R=3 1) I DEN/N OPPICE BATI.1 � I I 2 x 4 STUDS @ I G" o.c. W/ 1 /2" GYP. BD. BOTH SIDES FIRST FLOOR SUBFLOOK I 2 x 10 FLOOR JOISTS @ I G" o.c. I 3-1 3/4" x 9 1 /2" LVL GIRT 9" BATT. INSULATION (R=30) FULL BASEMENT BUILDING SECTION @DEN/BATH/BDRMS SECOND FL. SUBFLOOR — TOP OF PLATE N_ v FIRST FLOOR SUBFLOOR 5/8" DIA. ANCHORBOLTS @ 32" o.c. TYPICAL 8" CONC. FOUNDATION WALL w/ 244 BARS AT TOP BOTTOM AND MIDDLE DAMPPROOF ALL WALLS BELOW GRADE TYPICAL 10" x 20" CONCRETE FOOTINGS W/345 BARS 3"-4" FROM BOTTOM TYPICAL ROOF CONST. 2 x 10 ROOF RAFTERS @ I G" o.c. 1/2" CDX PLYWOOD ROOF SHEATHING ASPHALT ROOF SHINGLES 1 5LB. FELT PAPER 2 x 12 RIDGE BOARD (UNLE55 NOTED OTHERWISE) 8" SPRAY FOAM INSULATION AT ROOF RAFTERS (K=40) TYP. WALL CONST. 2 x G STUDS @ I G" O.C. 1 /2" PLYWOOD SHEATHING G" BATT INSULATION (R=2 1 ) 1 /211 GYP. BD. W.C. SHINGLE SIDING 'TYVEK' 5/8" DIA. ANCHORBOLTS TYPICAL 8" CONC. FOUNDATION WALL w/ 244 BARS AT TOP BOTTOM AND MIDDLE DAMPPROOF ALL WALLS BELOW GRADE TYPICAL 10" x 20" CONCRETE FOOTINGS W/345 BARS 3"-4" FROM BOTTOM STAMP ,A OF M4SS'c 2 MARK A. y i MCKENZ IE o CIVIL No. 39068 H saNAl STRUCTURAL 4-6-2 N w I W 0—w CM U) w � � W Q w Q w Qw "I! X I O � w w OoO Q �1L1 W Q o O o Q N w � w W O 0 O rT1 o W� W NOTE: THE PLANS SHOWN ARE THE 50LE PROPERTY OF THE DESIGNER AND CAN NOT BE COPIED, REPRODUCED AND/OR ALTERED WITHOUT THE EXPRE55 WRITTEN CONSENT OF THE DESIGNER SCALE 1 /41I = 1 I-01I DATE 4/6/2023 PROJ . N O . 202 2-488 DWG. NO. A3 49'-G' POST DN. H55 4" x 3" x I SECOND FLOOR FRAMING PLAN NOTE 1 : ALL HEADERS TO BE 3-2 x 8'5 UNLE55 NOTED OTHERWISE NOTE 2: ALL P05T5 TO BE 4 x G UNLE55 OTHERWISE NOTED ©COPYRIGHT 2C23 BY THOMA5 A. MOORE DE51GN CO. CO N O T DN. N w O fl D w Z 49'-6" IYP. OVERBUILD C) / O l tb Z= w O� 0 ROOF FRAMING PLAN NOTE I: ALL ROOF RAFTERS TO BE 2 x 1 0's @ I G" o.c. UNLE55 OTHERWISE NOTED NOTE 2: ALL HEADERS TO 13E 3-2 x G's UNLE55 NOTED OTHERWISE O N N � CV w d" Q W � N W w w O N N O co CO al W � o o� �W W � W W NOTE: THE PLANS 5HOWN ARE THE 50LE PROPERTY OF THE DE5IGNER AND CAN NOT BE COPIED, REPRODUCED AND/OR ALTERED WITHOUT THE EXPRE55 WRITTEN CONSENT OF THE DE5IGNER 5CALE I /411 _ I Ir011 DATF 4/G/2023 PROJ . NO. 2022-488 STAf IP : DWG. NO. . �kAvr AQSS'[' ? MARK A. y = MCKENZIE o CIVIL No. 39068 y fSS�ONAI 0 5 10 15 20 A 4 STRUCTURAL 4-6-23 r SUMMARY OF CONSTRUCTION REQUIREMENTS 5TANnA:n I'MMING CONN�C110N PFQUIP�M�N1'5 FOLLOW PFQUIP\ MFNT`5 OF 9eLF 2 FPOM WPCM MANUAL. FLOOD CON5VUC1/0N P�QUIP\ MWN1"5 FIP5T TWO J015f P3AY5 OF TIC FL00` FPAMING TOM EACH CAK3L� ANP TO �� C LOCK P WITH fJI C LOCKING OP 2x LU0P\ 4-R ON CFNf�P FOP, THE LENGTH OF TH- J015f. 51­11�ATHING f0 �F NAIL�n IN ACCOPbANC� WITH fAC !,� 2 (8d NAIL5, 6" 5PAC1 NG AT THE �n61�5 ANP12" 5PACIN6 IN TNT �I�Ln) �XT�PIOP WAIL P�QUIP�M�N1'S A.I. �XT�PIO? WALL 5fUn5 TO P3 2x6 AT 16" ON C�NsP, THE POUF TOP PLAS5 ON THE �XSPIOP WALL5 TO HAVE A MAXIMUM 5PLIC� LENGTH OF 4 F��T ANP 5PLIC�5 f0 �f NAILFa WITH I4-16d NAIL5 IN ACCOPPANC� WITH TAC31,� 6 IN THE WFCM I10/ P POOKI,�T`. I?00F RAMING P�QUIP�M�NT5 I?A SPP CONNFCfION TO THi fOP PLATS P.FQUII?1�5 51MP50N H2,5A HUPPICAN� CLIP5 WITH 2X �LOCKING 13FTMN J015T �AY5 TONAIL FP TO THE PAFSP\ AMP TOP PLATS WITH 7-I Od NAIL5 PAP C AY, IF �I OCKING 15 NOS' P�51 Pin, 51MP50N H-10A OF, H-I4A HUPPICANF CLIP5 CAN C3 50511TUSP ANP I1\15f&L�12 ON �VFPY PAFSP\ WITHOUT` DLOCKING, ALL CLIP5 TO D3 IN5TALL IN A0001?PANC� WITH 51MP50N P�QUIP�WI\1 5, COLLAP 11F5 APf PFQUiI?�b IN THE UPP�P THIPn OF THE POOF PAFV\5 ANP AI? TO C3 NAL�n WITH (5) IOd NAIL5 PAP 51P� Op 1,15� 51MP50N L5TA 18 5TP�AP5 FPOM P�f�P TO PAFT�P OV�P THE PInG� �OAPn, ROOF 51­!�ATHIN6 TO 13� NAIL�n U51% 8d OP �QUIVA.�Nf NAIL5 6" ON aNT�P Af TH� �126�5, 6" ON aN1�P IN fH� Tif PIP5T TWO CAY5 P�TM�N PAPT�P5 AP\� P�QUIP\ iP TO Pf �I OCK P 4 F��T ON aNT�P Af ALL CAVL� �1\1125 PAP THE MCM, L I MIfA110N5 ANP CONTPACfOP P1� 5PON50 L IIt 5 : THE CONTP�ACTOP MU5f P�F�P TO THE fVA 13 5 ANb PIGUP1�5 WITHIN THE MCM 110 MPH D �OOKI. T` FOP ILLU5TP�AT`ION5 ANP P�QUIP�M�N�"5 25CU55�P WITHIN TH15 5UMMAPY, ALL CONN�C1'101\15 ANP NAILING MU5f M��f THE P�QUIP\�M�NT5 HAP\% ANP A5 ILLU5TP�ATfn IN THE C OOKL�T IN OPn�P TO Pf IN COMPLIANCE WITH THE %ILPING COPS, THE CONTP�ACTOP\ 15 P?1�5PON5113L� TO ALL CONN�C1101\15, NAILING, ANP ANCHOP �01,1'5 APB VIft� TO THE IN51"�CT01? AT THE 11M� OF THE TAMING I1\15P�C110N/ FOUNPATION THE CONTP,ACfOP MU5T �V� P\MN THE 51MP50N 5TPONG 11 � C-2014 CATALOG POP A.L 5TP.AP, HA%Ap, ANP 11� INSfALLAfION P�QUKWNf5 ANP LIMIfAT`I0N5, TH15 POCUM�Nf ANP THE AffACHM�Nr5 A5 WALL A5 A COPY OF THE MCM 1300KLFf MU5T ACCOMPANY ALL 5FT`5 OF PLAN5 50MITT�b TO THE �UILPI% nFPAP\T`M�Nf ANP 155U�P TO TH- CONTI?ACTOP\/ 5000NTFACfOP5 UNL�55 THE PLAN5 APB UPPATN2 WITH NOT�5 ANn I2FTAIL5 THAT' P�FL�Cf THE P�QUIP�WN1'5 5TATN2 IN TH15 POCUWN1' ANP ATTACHWW5, 6 Mpss.-'�YMOUNT �pl W, YAP\MOUfl�1 j MA AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2ol,l) ,i SCOPE LOAPV3 AFI% WALL CONNEC110N5 WIND 5PEFP GU5f) 110 MPH X LATEM ( # 16d COMMON NAIL5) 2 X WIND FXPO%I� CATE60PY P X NON-LOAPP3FMING WALL CONNEC11ON5 LATFPAL ( # 16d COMMON NAL5) 2 X 1.2 APPLICANLIfY LOAF PEVING WALL OPENIN65 NUMPP\ OF 5T0PIE5 2 5TOp1E5 5 2 5TOPIE5 X HEAPED 5PAN5 9 ft 0 in, _< II-f X P00F PITCH 12:12 S I2:12 X 511LL PLATE 5PAN5 9 ft 0 in, <-11-f X MEAN POOF HFICK 22 ft S 3�' X FULL H%Hf 5fUP5 X PUILPIN6 WIDTH, W 21 ft <_ 80' X NON -LOAN? PEAPING WALL OPENIN65 PUILPIN6 LENGTH, L 36 ft 5 80' X HEAPED 5PAN5 5 ft 6 in. <-12-ft X GULPING A5PECf PATIO ( L/ W) <_ 3:1 X 51LL PLATE 5PAN5 5 ft 6 in, <-12-R X NOMINAL HEIGHT OF TA.LE5T OPENING 8'Off <_ 618" X FULL HEIGHT 5fU125 (NO, OF 5TUP5) 3 X EXTEPIOP WALL 5HEATHIN6 TO PE515T UPLIFT ANP SHEAF 51MULTANEOU5LY 1,� FP:AMING CONNEC110N5 MINIMUM P UILPING PIMEN510H (W) GENEPAL COMPLIANCE WITH FP:AMING CONNECTION5 X H%Hf OF TALLE5f OPENING 6'8" <_ 6'8" X 5HEATHI% TYPE W5P X 2J FOUNPATION FPGE NAIL 5PACIN64 3 m X FOUNPA110N WAL1L5 MEET PEQ, OF 780 CMP �404,1 - CONCPFTE X FIELP NAIL 5rACIN6 12 in, X 5HEAp CONNECTION ( # 16d/ ft) 4 X 2,2 ANCHOPAGF TO FOUNPA110N1,3 PEPCENf FULL-HFIGHT 5HEATHIN6 50 % OK 5/ 8" ANCHOP 130LT5 IMP3F29EP OP 5/ 8" PPOPPIFTAP?Y -5% POP? OPENIN615 > 6'8" X MECHANICAL ANCHOP5 A5 AN ALTEPNAfIVE IN CONCPFTF ONLY MAXIMUM DULPING 12IMEN51ON (L) HEIGHT OF TALLE5f OPENING 6'8" <— 68" X BOLT 5PACING — GENEPAL 42 in, oz, X 5HEATHING TYPE W5P X DOLT 5PACING FPOM ENP/ JOINT OF PLATE 9 in, 5 6" -12" X EDGE NAIL 5PACING 6 in, X POLE EMPFPM%f — CONCPFTE 7 in, >_ 7" X FIFLP NAIL 5PACIN6 12 in, X PLATE WA5HFP ( FIG 5) >_ 3" X V" X %" X 5HEPP, CONNECTION C # 16J/ ft) 3 X PEPCENf FULL -HEIGHT 5HEATHING 53 X 5.1 FL00P5 -5 % POP OPENING5 > 6'8" X 1`L00P TAMING MEMPEP 5PAN5 CHECKED X WALL CLAPPING MAXIMUM FL00P OPFNING PftNI5I01\1 10 ft <-12-ft X PATEP FOP WIND 5PEEP? X FULL HF16HT WALL 5fU125 AT FL00P OPENING5 A APA POKA, WA15 ANP/ OP WIND 12E516N 5HFXWALL5 U5E12 YE5 LF55 THAN 2' FPOM EXTEPIOP WALL X MAX, FL00P J015f 51 fTACK5 5UPPOPT1N6 5,1 POOF5 LOAF PEAPING OP 5HEAP WALL5 N/ A ft <_ J N/A P00F FPAMING MFMffFP 5PAN5 CHECKED? X MAX, CANT1LEVEPEP J015f5 5UPPOPT1N6 POOF OVEPHANG I ft 5 5MALLEP OF 2-ft OP L/ 3 X LOAF P3 AMNG OP 5HEAP WALL5 N/A ft <_ d N/A TPU55 OP PAFTEP CONNFCfION5 AT LOAF rtAPI% WAL5 FLOOD P3l�<I1\16 AT ENPWA15 X PPOPPIETAkY CONNFCTOP5 FLOOD 5HEATHING TYPE X UPLIFT U- 308 plf X FLOOD 5HEATHING THICKNE55 3/ in, X LATEPA, L- 176 plf X FL00P 5HEATHING FA5TFNING 5HEA? 5- 77 plf X 8 d NAL5 AT 6 in, EDGE / 12 in, FIELP X PIPGE 5TP.AP5 (IF COLLAR 11F5 NOT U5FP) f- 227 plf X GABLE ME OUTLOOKEP I ft 5 5MALLFP OF 2-ft OP L/ 2 X 4.1 WALL5 TPU55 OP PAFTFP CONNECfION5 AT NON-LOAP�5EAPIN6 WALL5 WALL HEIGHT PPOPPIETAPY CONNECTOP5 LOAPPEAPING WA15 8,5 ft <_ IO' X UPLIFT N/A NON-LOAPPfXING WALL5 55 ft 5 20" X LATEPAL( #I6J COMMON NAILS) N/A WALL 5TUP SPACING 16 in, 5 24" oz X POOF SHEATHING TYPE W5P X WALL 5TOPY OFF5FT5 N/A R <_ J N/A P00F 5HEATHIN6 THICKNE55 7/ 16 in, >_ 7/ 16" W5P X POOF 5HEATHIN6 FA5TENIN6 8d 6/ 6 X 42 EXTEPIOP WA153 NOTE5; WOOF 5TU125 1. TH15 CHECKLI5T 5HA.L �E MET IN If5 FNI1PETY TO COMPLY WITH THE PEQUIPEMENT5 OP LOAPP EVIN6 WALL5 2 x 6 - 8 f� 2 in. X 180 CMP 530,211 ITEM 1. IF THE CHECKLI5T 15 MET IN Ifs ENT1PETY THEN THE FOLLOWING NON -HEAPING WALL5 2 x 6 - 8 ft 2 in, X METAL 5T AP5 ANP HOLD POWN5 APE NOT PEQUIPFP PFP THE MCM I10 MPH 6UI PF 6AP31LE FNP WALL P3 ACIN6 a, 5TEEL 51PAP5 PEP FIGUPE 5 FULL HEIGHT ENPWALL 5fUP5 X b, 20 6A6F 5VAP5 PEP FIGUPE 6YP5UM OILING LFNGTH 100 % >— 09W X c, UPLIFT 5TP.AP5 PEP FIGUPE 14 1 X 3 OILING PUPPING 5TP1P5 @ 16" 5PACIN6 WITH 2 X 4 J. ALL 5TM5 PEP FIGUPE 17 P3LOCKI% @ � ft, 5PACIN6 IN ENP J015f/ TPU55 PAYS X e, CONNED 5TUP HOLP POWN5 PEP FIGUPE 18A ANP FIGUPE 183 POUME TOP PLATE 2, THE P30fTOM 51LL PLATE IN FXTEPIOP WALL5 5HALL PE A MINIMUM 2 IN. NOMINAL 5PLICE LFNGTH ft X THICKNE55 PPE550 TMATEP #2-GAF, 5PLICE CONNECTION ( # 16P COMMON NAL5) 14 X �, 5EE CHECKLI5f 5HEAVW&. CON5TPUCTION PETAL FOP 5HFApWAL1L CON5TPUCTION THIS REVIEW WAS COMPLETED ON PLANS SUBMITTED BY 17001'E DfSl6N AND WAS BASED ON THE FLOOR PLANS AND ELEVATIONS PROVIDED. ANY CHANGES TO THESE PLANS OR FIELD CHANGES MADE MAY RENDER THE REQUIREMENTS OUTLINED IN THIS DOCUMENT NULL AND VOID AND COULD RESULT IN NON-COMPLIANCE WITH THE REQUIREMENTS OF THE WIND DESIGN. SHEARWALL PANEL NAILING SCHEDULE PLYWOOP NAILFP WITH 8J COMMON OP 6ALVANIZEP PDX NAL5 AT 12 6''O,C, AT THE EP6E5 ANP 12" O.C, IN THE FIELD, i%2" PLYWOOD NALEP WITH 8J COMMON Op 6ALVANIZEP PDX NAL5 AT IZ 4"O,C, AT THE EP6F5 ANP 12" O,C, IN THE FIELD, 3 1%2'' PLYWOOD NALEP WITH 8J COMMON OP CA&VANIZEP PDX NAL5 AT 12 3"O,C, AT THE FPGF5 ANP 12'' O,C, IN THE FIFLP, NOTE : FOP PLYWOOD 5HEAP W&1L5 LI5TEP ABOVE, 8J COMMON OF, 6ALVANIZEP PDX NAILS - (0,131 x 2Y2") , GUN NAIL5 MATCHING THE NAIL PIAMETEP ANP LENGTH MAY PE U5EP A5 A 505TITUT�, NOTE : ALL PLYWOOP TO PE PUN VEPfICAL FPOM 51LL PLATE TO Af LEA5f 2" INTO THE 5ECONP FL00P COX ON TWO 5TOP?Y PUILPIN65 OP TO THE POUP3LE TOP PLATE IN SINGLE 5fOPY PUILP?IN65, U5E 2 POW5 OF NAL5 5PACEP 3" ON CFNTFP 5fA6CVTP AT THE TOP ANP P OTfOM OF EACH PLYWOOD 5HEET PEP N6UPF 4 IN THE CHECKLI5f, SOLE PLATE CONNECTION SCHEDULE CONNECTION TO FLOOR RIM BOARD WALL TYPE SOLE PLATE CONNECTION TO RIM BOARD 6 (3) - 16d COMMON NAILS PER 16" 12 12 (3) - 16d COMMON NAILS PER 16" (4) - 16d COMMON NAILS PER 16" IZ CONNECTION TO CONCRETE FOUNDATION FOUNDATION SILL PLATE CONNECTION TO CONCRETE " 01A /INC/10P 5101_7"5 117_',2" O,G. , NOTE: A1\1Gt10P DOLT 5TO Of NVOtOP DOLT 5 WIT-n 3" x 3" x :/F" PL/17 f W1i5t7EP5 V11M 77" MINIMUM 5l"IDfO1-IEN7- IN7_0 GONG, ETE, SHEARWALL CONSTRUCTION - ALL 5HEAP?WA.L5 TO HAVE POUPLE TOP PLATE5 ANP POUP3LE 2X 51UP5 AT EACH ENP OF THE WALL, 2 - FACE NAIL POUP3LE TOP PLATE5 W/ 16J NAILS AT 16" O,C, 3 - NAILING OF 5HFATHIN6 TO P3 CONTINUFP ABOVE ANP �0W ALL OPFNIN65 IN SHFAPWALL , 4 - ATTACH POUPLE 2X 5TUP5 ANP PUILf-UP CONNED 5TUP5 AT 5HFA:WALL ENP5 WITH (2) 16J NAIL5 Af 6'' O,C, POP ATTIC/ 5ECONP F1L00P 5HEA;WALL5 ANP (2) I6d NAIL5 AT 4" O.C. 5fA66PPF9 FOP F11?15f F1L00P 5HFAPWALL5, KING AND JACK STUD REQUIREMENTS # OF KING ANn JACK 5TUP5 AT OPF1\1I1\165, U5F 2K, IJ IF N01' NOT�P OTHFPWIS� w w � v w o O U E-i � � O H � 11.4 �4 U w U x w U � CL NO. REVISION/ISSUE DATE PROJECT ADDRESS: 6 WNYMOUNT P?b, W, YAVOUTH, MA MCKENZIE ENGINEERING CONSULTANTS structural • civil - environmental P.O. BOX 1879 4 UNDERPASS RD UNIT BREWSTER, MA 02631 (774) 353-2144 INOF k48s'� ? MARK A. y i MCKENZIE �+ CIVIL No. 39068 STRUCTURAL 4-6-23 JOB#: 23-054 1 DATE:03-28-2023 1 SHEET CS1.0 SCALE: NONE CHECKLIST SHEARWALL COr STRUCT I ON 1. rpOM TW510 ANn II WIFeM MANUAL- I10 MPH �X". p ANn LOCATION OF WALL 5H�ATHIN6 ANn PUILPING A5P�-,T I?AT1O, Pit&Mf'P FONT FULL -HEIGHT 5HLATHING ANn NAZI, 5PACIN6 kTQURFMFLT5 2, W0X 5T1;1.1 11,M PANS=5 5H&L It MINIIJM THICft55 OF 1/ 16" AN12 if IN5TALL�P A5 FOLLOWS, a. p*LL5 SHALL 6f IN5TALL�n VfH 5T1? N6fl AXI5 PAP�ALL�L TO 5TUP5, b, ALL HOOZOW& JOINT5 5HdL OCCUR OM, ANn 6E NAIL�t2 TO F MIN6, c, ON 51N f 5TOPY CON5A]C110N, PAEL5 5H&L PF ATTACHFP T'0130ffOM PLATf5 AT TF MMf�t nOLW f0F PLAT, J. ON TWO 5TOpY CC M�'10I`4, ITEP PMEL5 5H&L, P3 ATTACI-fib TO T H TOP M�Mr3 pl 0F OPSP, nOl.L3lE fOP PLATS ANn TO r3ANP J015T AT I30fTOM OF P xPK �P ATTACHItIi�Nf Of LOWtp PANEL 5H&L M MAPS TO MA► K) ,n,cr A/ TACHAAP' - MA'S TO LOM5T PLATS AT rII:ST rLOOI: FpAMIN6, e, HOp''NTAL NAIL 5PACIN6 AT POLVL� TOP PLATE5, �ANn J015T5, ANn GII:P`' 5-KL 6� A POUPL� POW OF 812 596GCp�n AT � INCH�5 ON C�N1�p PM-16LE,5 FLOW ; VFI?1CAL ANn HMZONfAI NAILING POP PANEL ,,�i'ACNM�NT ✓fP7_IG/1L. ANO "OPIZONT/1L NAIZ-ING FOP P/1Nft_ /1T7_/1Gt 1 fNT MIEN 7-t1/S f06f Pf5775 ON )P 1PAl LING U5f 8d NA11-5 fiT 61 /01c, U 6 b 10 lL SPftG/NG 0 N � o 01-0 f0Gf INTfPI I50IA7­f o 3/8" N N Ny 5"rein 0 0 0 0 0 0 0 0 0 0 0 0 PANfL- I�L,ff NAiL ffDGf 5P/1G/NG DET/tl STRUCTURAL RIDGE BEAM Y;OOF 5H�ATNING (5) -10J NAIL5 @ EACH �Kt) - 5F� ALT�P\NAS P,OOF PAFSP\ PFI? PLAN L5TA 51P.Ap @ (PER GSN) plbG� �OA2n/ C FAM ALTERNATE : ATTACH OPP051N6 MT-�p5 r3 LOW pin61� P3 AM Op M\ PCZ �OApn WIfl 2 x 4 COLLAI; T1� A5 SHOWN, I?In61� 5T P\AP5 NOT P\�QUIP\�P WHEN U51N6 A COLLA? Tip, RAFTER TO TOP PLATE ,- P00F 5H�AfHIN6 PROFILE VIEW K IA11 NG 2X �XCKING [tft�N P\AMp5 (NOTCH FOP V�NTILAT10N IF p�F�P TO AI?CHIT�CfUM PLANS FOP M0kt INFO,) H2,5A ( IN5TALL POOP' TO r LOCKING ANn FLYWOOP 5H�ATHIN6) H2A V V l V y I (IF SHOWN ON PLAN) ELEVATION VIEW 2X PL OCQ % Cf TMN P\AFtp5 (NOTCH FOP\ VENTILATION IF p�QUlp�t?, P\r�p TO APCH9CTU & PLAN5 FOP MOpE INFO,) P00L� 2X TOP H2,5A ( IN5TALL POOP TO BLOCKING AN[? PLYWOOn 5H�AT HIN6) A SPNAT�: H2A SHEARWALL HOLDDOWN SCHEDULE SECOND FL RAND INTERIOR HOLDDOWNS FOUNDATION HOLDDO C 1) - C516 COIL 5T1P\AP W/ ( 26) 8J 131 x 212" LONG) NAIL5 WITH 5VAP O APPII�n � H24_5,P52,5 W/ 55T1320 ANCHOP\ POLT FL r3ff01� POUF, ATTACH TO FOUNPAT10N PIp�CtY TO 2X F MINE M�MrfP\5, PpOVIP O r Or TH� NUMC3�p Or NAL5 5p�Cirl�n W/ _ 5„ APPLICA�31� ANCHOpMA1�, U5� 8 COUPI�p NUT C3�TW��N ANCHOp C301T ANn a AT EACH SNP OF 5VAP, CUT" 5MALL 510T IN FL00, THING ANn ATTACH 5T P\AP TO LVL T'Np�AP�P POP INTO HOLPO t3l�AM Op LVL r3 OCKING IN P3 TM�N TJI FLOOk J015T5 IN p TAMING P3 I_OW, CONNECT ftOCKIN6 TO TJI J015T Mr35 WP HU5 412 FACE MOU Gip, PpOVIb� 5T1Hn14 r0UNPAT1 OLPOWN 5T1 AP5 FOP\ APA PORTAL WA15, 5�F TT-100F FOP PACK�k r3LOCKIN6 IN TJI J015T MP PSI; MANUFACT UP? P\' 5 5p�C1�ICAT10 O A921ON N5P\UCT1oN P�TAIL5, ATTACH HOLPOWN5 TO FOUNPATIOH FOP\MWOpK WI pOPpIAT� ANCHOpMATF-5 PpIOp TO POUF, O(2) - C516 COIL 5TP,,AP W/ (26) 8J (0,131 x 2%" LONG) NAILS WITH 5T1\.AP APL 12Ip�CT1.Y TO 2X F MIND M�MPFP5, Pf OVIP� HALF Or THE NUMrU\ Or ML5 5P�CIFIFP HPUI4-5P52,5 ATTACH�P TO 6x6 nOU6l A5-FIp P05T W/ 5r31x30 ANCHOp �301T PLAan AT EACH ANn OF 5T1.AP, CUT 5MALL 5LOT IN FLOOI; 5HLATHING ANn ATTACH 5T1?Ap TO L C3f F01?F, pOUp, ATTACH TO FOI;M WOr;K WI11-I APPLICAC31� ANCHOpMAT, U51� CNW I" 13FAM OP LVL 6LOCKING IN P�W1 N TJI FL001; J015T5 IN FLOOp F MING DFF C p NUT �,N ANCHOp t3OLf ANn I" T1f\FAPFP POP INTO HOL12OWN, CONNECT �LOCKING TO TJI J015T MD5 WITH HU5 412 FACE MOUNT HAN6pOVIP� PAXP\ PLOCKIN6 IN TJI J015T M� PSI; MANUFACU� k' 5 5P�CIf1 N5, LEGEND P 5HMWALL TYP • lO 5HM\WALL H0I I2P0WN fYP� PFPFOM 5HMWALL, CONTI NT PM OVF ANP MOW I OF NING WITH NAILING ACCOPnING fO 5P�CIFI�n \WALL TYPE, ApWALL GN:IbLM - -£3- - 5HM\WAL� X K , X J # OF KING ANb JACK 5TUn5 AT OPNNG5 APA APA PORTAL WALL DETAIL (NOT TO SCALE) (SUBSERVIENT TO APA TT-10OF BY THE ENGINEERED WOOD ASSOCIATION) Pll" 1t30/1PD DOU�L� TOP PL/1T� PlI''11,�Of�PD 5n�/1T�tlNG �ILL�P ++++++ ++++++ 1"1/N,5" X 11-1/4"11EAr K'O1�tt55P G1�l ^ ++++++ ++++++ ++++++ C7 �f'IGAL, I:C"rEP7 C /'L tN F'JE 5f clflG rrCPr> X' C'P.>;JGC'ri?rt,n 5; L5T/124 5T'Xfi' L5T/124 STPAP (/NSIDf PACF OF Pf�ST5N TOP PLftT� TO t I tIO P W/1LL) t 1fADfP 7 (2) ZxG (2)-26 rtftlD.fP TO (Z)-216 WITh CZ> ROWS OP 1664 5/NKP N/filLS AT3" O,G, �t15TN 5>1/1ThlNG TO 1��/1D�P W17 h 8d GOl"ll ION OP C�f1LVi1N/Z D FOP A PANEL. 5PLlGf 1�OX NAILS IN 3" GP/D P/1TT�PN A-5 (l� NfEDED), P/1NfL StIOWN AND 3" O,G, IN f�LL �P/tl" LING foGlffS 5tI/1L1- Of (-'57 5, OL.OGKING /ND 5/LL5> t�LOGK D, /1ND OGGUP ZxG �Pf11" 1/NC STPUGTUPAZ - 77, WVVN 24" OF PANEL 5ftf/1Tt�IN6 1'WD-t 1f1Gt rF 0/1 WALL, I llN, 2"x2„ /G„ PL-ATf wt15hf1� I�LOGK/1VG 5ttt11_L NXtII_ O wlT�t (3) 16d 5Tt ID14 t1OLDOWN 14 57_t1D141101-DOWN 5/NK�PS .. ,Q • •. � w 4 . .4 .'r d,../�" Dl/1, �NGrtoPo�_T :: 4 ;' o '• •�: 5/1))ff fL-EVATION "MEN T FRAME CONSTRUCTION DETAIL (EXAMPLE ONLY, NOT TO SC E ) rLITGh PL/fiTf 0) 57-ffl-1" X 11" W/ (2) LVL 17"--."X Ili" GONSTPUG N NOTES; KNIFE GUT h55 ANO WELD PL/1T� I3CTtt KNiFlff GUT "55 /1ND 13115E PL/17­E5 TO VEPTIG/1L 5/DES, • F/t13PlG/1TOr TO wELO Pi-ATE�oTrl TUr�� ST��L Po5T5, Po5T5 To �� PROVIDE OFT -AIL 5/0f5, . /1TT/LG/� D TO GONGP T I'AOK'ICAT 0 O FOUNOA7710N W177t1(4) " 771PE/1DE0 PPOV DfTT/1/L POD WIT-1-1 5/I 1P50N 5iffT EPDXY WUT 2) GOLJ_)11N5 TO Of 5PL/7_ /1T r,�,ffAtl ti55 P05T /15 h55 P05T /15 SPfC/F/f0 LOCA771ON5 ,IND TO Of 5PfG1r1fU USED TO GONNfC7- GOLUt1N5 7-0 Iff PL/1T /t5 SP GI IUD PEAK TO PPOVIDE MOMENT CONNECT/ON, PASC PLATI 3) GON77P/1GTOP To lfflPY /1L1_ 5�'�G/PLO 011"tF1\1S/0N5 PPIOP TO GON57-PUGT/0N, d d d v a e v ie d d d •' d e. d• .. . a d ° n a d o r d d 4 d' •Q e a ,d d •. e ' a o d d • G d d a4. d QQ. •a .. e e dd a d• d e.• d d a w H O z a �D v H � a E SL a O z 0 H E-I U H W C] A � IL NO. REVISION/ISSUE DATE PROJECT ADDRESS: 6 MNYMOUNf fin. WI MPNOUTH, MA McKENZIE ENGINEERING CONSULTANTS 14ructural • civil - environmental P.O. BOX 1879 44 UNDERPASS RD UNIT 2 BREWSTER, MA 02631 (774) 353-2144 2 MARK A. y MCKENZIE o CIVIL 39068 '•p '�QI$TLF" �FSSPoNALE' STRUCTURAL 4-6-23 JOB#: 23-054 SHEET CS1 .1 DATE:03-28-2023 SCALE: NONE