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HomeMy WebLinkAbout60 Bayberry Rd plansQ to li C 6 ,a 0 i NEW I IOUSE FOR0 : LYNNE 8-..e STEVE HE TZEL 60 BAYBERRY ROAD DESIGNED/DRAWN BY: THOMAS A. MOORE DESIGN CO. P.O. BOX 2124 949 ROUTE 137 BREWSTER, MA. (508) 896-6403 '--� ���® DEC 12 2022 3yl..LDrrVG DEPARTMENT ©COi'YRIGHT BY THOMAS A. M ORE DESIGN CO. YARMOUTI 1, MA STRUCTURAL ENGINEER: McKENZIE ENGINEERING CONSULTANTS 44 UNDERPASS RD. UNIT #2 BREWSTER MA. (774) 353-2144 DWG. NO.: GENERAL STRUCTURAL NOTES 1. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE MASSACHUSETTS STATE BUILDING CODE FOR ONE- AND TWO- FAMILY DWELLINGS, NINETH EDITION (780 CMR), AND ALL AMENDMENTS, WHICH IS BASED ON THE 2015 INTERNATIONAL RESIDENTIAL CODE. 2. THE WIND DESIGN CRITERIA FOR THIS BUILDING 15 IN ACCORDANCE WITH AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA), "WOOD FRAME CONSTRUCTION MANUAL FOR ONE- AND TWO- FAMILY DWELLINGS (WFCM);' AND THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE7-10)." THE BASIC WIND SPEED FOR THE DESIGN OF THIS STRUCTURE IS 140 MILES PER HOUR (ULTIMATE) WITH EXPOSURE CATEGORY 'C' 3. THE CONTRACTOR I5 RESPONSIBLE FOR CONTACTING THE LOCAL BUILDING OFFICIAL FOR THE STRUCTURAL FRAMING INSPECTION(S). IF THE BUILDING OFFICIAL REQUIRES THAT THE INSPECTION(S) BE COMPLETED BY THE ENGINEER OF RECORD, THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD 72 HOURS PRIOR TO THE TIME WHEN THE rNSPECTION(5) IS TO BE PERFORMED. THE CONTRACTOR SHALL INSURE THAT ALL STRUCTURAL MEMBERS AND CONNECTIONS ARE VISIBLE FOR INSPECTION. IF DURING THE INSPECTION, ANY PORTION OF THE STRUCTURE IS DEEMED NOT VISIBLE OR IS INACCESSIBLE FOR INSPECTION, FINAL APPROVAL OF THE ENTIRE STRUCTURE WILL NOT BE GIVEN UNTIL THIS CONDITION IS CORRECTED AT THE CONTRACTOR'S EXPENSE. 4. ALL WOOD CONSTRUCTION CONNECTORS AS SPECIFIED ON THESE CONSTRUCTION DOCUMENTS TO BE SIMPSON STRONG -TIE IN ACCORDANCE WITH CATALOG C-2014. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL ALL CONNECTORS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 5. ALL ENGINEERED LUMBER PRODUCTS TO BE I -LEVEL TRUS JOIST (OR EQUAL) INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. ROOF FRAMING CONNECTIONS 1. ATTACH OPPOSING RAFTERS AT THE RIDGE OVER THE TOP OF THE RIDGE WITH (1) LSTA 18 TENSION STRAP AT 16" Q.C. STRAP TO BE INSTALLED OVER ROOF SHEATHING INTO RAFTERS W/ 10d COMMON NAILS TO RAFTERS. 2. ATTACH THE END OF EACH RAFTER/TRUSS TO THE DOUBLE TOP PLATE OF THE EXTERIOR WALL WITH (1) H2.5A CONNECTOR. CONNECTOR TO BE APPLIED DIRECTLY TO 2X TOP PLATES ON OUTSIDE FACE OF WALL. ALTERNATE: USE (1) H2A FROM EVERY RAFTER TO WALL STUD BELOW TSP CONNECTOR PER NOTE 2 , "WALL FRAMING UPLIFT CONNECTIONS'', IS NOT REQUIRED WHEN USING (1) H2A AT EVERY RAFTER 3. BLOCKING TO BE PROVIDED A80VE THE DOUBLE TOP PLATE OF THE EXTERIOR WALL AT THE ROOF WITH ROOF SHEATHING NAILED TO THE BLOCKING AT 6" O.C. PROVIDE "V' NOTCH IN BLOCKING TO PROVIDE ADEQUATE VENTILATION AS REQUIRED. BLOCKING TO BE ATTACHED )IRECTLY TO DOUBLE TOP PLATE OF THE EXTERIOR WALL W/ 'ONNECTOR. (1) RBC FLOOR FRAMING CONNECTIONS PROVIDE (2)1 Y4' WIDE LVLS UNDER INTERIOR SHEARWALLS WHEN 'ARALLEL TO THE FLOOR FRAMING DIRECTION. IF CS 16 COIL STRAPS ARE SECIFIED AS HOLDDOWN5 AT THE END OF THE SHEARWALL, WRAP THE iTRAP(S) AROUND THE (2)13/4" WIDE LVLS AS SPECIFIED, WRAPPING THE ;TRAPS AROUND THE LVLS. IF HOLDOWN AT END OF SHEARWALL I5 A HDU YPE, SUBSTITUTE (2)1 Y4" WIDE LVLS WITH 3 % WIDE PARALLAM (MIN). SEE IETAIL . ALL BEAMS HERE UNLESS OTHER WISE SHOWN ON PLANS. qp PROVIDE 31/2" WIDE PARALLAM PSL BLOCKING OR (2)1314' WIDE LVL LOCKING UNDER INTERIOR SHEARWALLS WHEN JOISTS BELOW ARE ERPENDICULAR TO SHEARWALL. PAD WEB OF TJI JOISTS AS NECESSARY. . ATTACH THE DOUBLE TOP PLATE OF THE EACH EXTERIOR WALL To THE IM BOARD OF THE FLOOR ABOVE WITH (1) LTP5 CONNECTOR AT'24" O.C. OR l/ (2)10d TOE NAILS PER 12". H--JETZEL PROJECT I 6-0 BAYBERRY RD YARMOUTH, MA I GENERAL STRUCTURAL NOTES WALL FRAMING CONNECTIONS 1. ATTACH EXTERIOR WALL STUDS TO THE DOUBLE TOP PLATE AT THE ROOF WITH (1) TSP CONNECTOR AT 32" O.C. PROVIDE (9)10d x 1 Yz NAILS To THE STUD AND (6)10d NAILS TO THE DOUBLE TOP PLATE, CONNECTOR TO BE APPLIED DIRECTLY TO 2x FRAMING. NOTE: NOT REQUIRED WHEN USING H2A CONNECTOR PER NOTE ON xF 2. EXTERIOR WALL STUDS OF UPPER FLOORS TO BE ATTACHED TO STUDS OP THE FLOOR BELOW ACROSS THE RIM BOARD WITH (1) CS16 COIL STRAP AND (7)10d NAILS AT EACH END OF STRAP, W/ A STRAP CUT LENGTH OF 18" + THE CLEAR SPAN ACROSS RIM BOARD. STRAPS TO BE SPACED AT 32" O.C. (EVERY OTHER STUD). STRAP IS NOT REQUIRED AT SHEARWALL HOLDDOWN LOCATIONS. C516 COIL STRAPS MAY BE APPLIED OVER PLYWOOD SHEATHNN 3. EXTERIOR WALL STUDS THAT ARE ABOVE BEAMS IN THE FLOOR FRAMING SHALL BE ATTACHED To THE BEAM WITH (1) LTS12 TWIST STRAP AT 16" O.C. (CUT SMALL SLOT IN FLOOR SHEATHING FOR STRAP) . STRAP IS APPLIED DIRECTLY TO 2x FRAMING. 4. ATTACH FIRST FLOOR STUD TO RIM BOARD WITH (i)CS16 STRAP AT 32" O.C. PROVIDE (6)10d NAILS TO STUD AND (6)10d NAILS TO RIM BOARD. ATTACH RIM BOARD TO FOUNDATION SILL PLATE WITH (1) DSP CLIP AT 32" O.C. 5. CONNECTIONS FOR WALL OPENING ELEMENTS (REFER TO DETAIL W ) HEADER SIZE HEADER TO JACK STUD JACK STUD TO SOLE PLATE L= 1'-0" TO 4'-0" (1) LSTA 9 (1) SP4 L= 4'-1" TO 6'-0" (2) LSTA 9 (2) SP4 L= 6'-1" To 8'-0" (2) LSTA 12 (2) SP4. * L= W-1" TO 10'-0" (2) LSTA 15 (2) SPH6 * *ALTERNATE : THE CONNECTOR SHOWN FOR THE JACK STUD TO SOLE PLATE CAN BE SUBSTITUTED WITH THE SAME CONNECTOR SHOWN FOR THE JACK STUD TO HEADER. ATTACH CONNECTOR WITH HALF OF THE REQUIRED NAILS TO THE JACK STUD AND HALF OF THE REQUIRED NAILS TO THE FOUNDATION RIMBOARD. CONNECTOR TO BE ATTACHED DIRECTLY To 2x FRAMING AND RIMBOARD. ALTERNATE CAN NOT BE USED WHEN SOLE PLATE 15 ATTACHED DIRECTLY TO FOUNDATION STEM WALL OR CONCRETE SLAB. NOTE : 1. HEADERS 4'-1" AND LARGER REQUIRE (2) JACK STUDS AT EACH END OF THE HEADER (EXCEPT HERE NOTED). 2. PROVIDE (1) SSP FROM EACH KING STUD TO DOUBLE TOP PLATE OF THE WALL, WITH (3)10d NAILS TO DOUBLE TOP PLATE AND (4)-10d NAILS TO KING STUD. FOR SECOND FLOOR (OR ANY LEVEL WITH TIMBER FRAMED WALLS BELOW) HEADERS, PROVIDE (1) CS 16 FROM EACH KING STUD ACROSS THE RIM BOARD TO A STUD IN THE WALL BELOW, FOR CS 16 STRAP SIZE REFER TO NOTE "2" ABOVE. FOR LOWEST LEVEL HEADERS PROVIDE (1) SSP CONNECTOR FROM EACH KING STUD TO THE SILL PLATE. 3. W46 STUD TO RIM80ARD CONNECTION SPECIFIED IN NOTE 'D' AND ABOVE 15 NOT REQUIRED WHERE A SHEARWALL HOLDOWN IS ADJACENT TO THE OPENING. SHEARWALL SCHEDULE SHEARWALL HOLDOWN SCHEDULE WALL TYPE SCHEDULE STRAP HOLDOWNS A8d COMMON OR GALVANIZED BOX NAILS @ 6" O.C. EDGES IS APPLIED OVER PLYWOOD SHEATHING. SAME NUMBER AND 12" O.C. FIELD. OF 8d (0.131 x 2 V" LONG) NAILS MAY BE USED WHEN APPLIED DIRECTLY TO 2x FRAMING. Ai13z" PLYWOOD - (EDGES BLOCKED) APPLY HALF THE NUMBER OF NAILS (13) TO EACH END OF STRAP *. 2 8d COMMON OR GALVANIZED BOX NAILS @ 3" O.C. E06ES AND 12" O.C. FIELD. (� (2) - CS 16 COIL STRAPS W/ (26)10d (0.148" x 3" LONG) NAILS WHEN STRAP IS APPLIED OVER PLYWOOD SHEATHING. SAME NUMBER OF 8d '%z" PLYWOOD - (EDGES BLOCKED) (0.131 x 2 W LONG) NAILS MAY BE USED WHEN APPLIED DIRECTLY To 8d COMMON OR GALVANIZED BOX NAILS @ 2" O.C. EDGES 2X FRAMING. APPLY HALF THE NUMBER OF NAILS (13) TO EACH END OF AND 12" O.C. FIELD. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3 NOMINAL OR WIDER AND NAILS SHALL BE STRAPS. APPLY EACH STRAP TO INDIVIDUAL STUD (UNLESS STRAPS ARE APPLIED TO 4x OR LARGER POST)*. STAGGERED. NOTE: FOR PLYWOOD SHEAR WALL TYPES 1, 2, AND 3 LISTED ABOVE, 8d COMMON OR GALVANIZED BOX NAILS = (0,131 x 2 Y2") GUN NAILS MATCHING THE NAIL DIAMETER AND LENGTH MAY BE USED AS A SUBSTITUTE. SOLE PLATE CONNECTION SCHEDULE FOUNDATION & HDU HOLDOWNS CONNECTION TO FLOOR RIM BOARD WALL TYPE SOLE PLATE CONNECTION TO ftiM BOARD HDU5-5052.5 W/ SST624 ANCHOR BOLT**. ATTACH HDU TO A (3) -16d COMMON WIRE NAILS PER 16" 3" (MIN) OF `J 2X OR GREATER FRAMING MATERIAL AND lg" THREADED ROD. CONNECT THREADED ROD TO ANCHOR BOLT WITH CNW8 COUPLER NUT. (4) -16d COMMON WIRE NAILS PER 16" Q (3) - SIMPSON SD525312 d" x 3Yz") STHD14 HOLDOWN STRAP** FOR APA PORTAL WALLS. SEE TT 100E FROM THE ENGINEERED WOOD ASSOCIATION. ATTACH TO FOUNDATION WOOD SCREWS PER 16" FORMWORK WITH APPLICABLE ANCHORMATE PRIOR TO CONCRETE POUR. CONNECTION TO CONCRETE FOUNDATION FOUNDATION SILL PLATE CONNECTION TO CONCRETE %" din. ANCHOR BOLTS AT 32" o.c. NOTE: ANCHOR BOLTS REFERENCED ABOVE TO BE 58" DIAMETER A307 STEEL ANCHOR BOLTS WITH 3"x 3°xY4" PLATEWASHER WITH 7" MINIMUM EMBEDMENT INTO CONCRETE. ALTERNATE: TITEN HD BOLTS WITH 3"x 3"x Y4" PLATEWASHER SHEARWALL CONSTRUCTION 1. ALL SHEARWALLS TO HAVE DOUBLE TOP PLATES AND DOUBLE 2X STUDS AT EACH END OF THE WALL. 2. FACE NAIL DOUBLE TOP PLATES W/ 16d NAILS AT 16" O.C. USE (12) -16d NAILS AT EACH SIDE OF LAP SPLICES IN Top PLATE'S, SPLICE LENGTH TO BE A MINIMUM OF 4'-0" LONG. 3. NAILING FOR PERFORATED SHEARWALLS TO BE CONTINUED ABOVE AND BELOW ALL OPENINGS IN SHEARWALL. 4. ATTACH DOUBLE 2X STUDS AND BUILT-UP CORNER STUDS AT SHEARWALL ENDS WITH (2)16d NAILS AT 4" O.C. ALL HDU HoLbOWN ANCHOR BOLTS TO BE ATTACHED TO FORMWORK PRIOR To CONCRETE POUR. USE APPROPRIATE ANCHORMATE DEVICE. LEGEND 5. REFER To HOLDDOWN SCHEDULE FOR TIE DOWNS AT SHEARWALL ENDS, & SHEARWALL TYPE j� SHEARWALL HOLODOWN TYPE SHEARWALL HOLDDOWN SHEARWALL p PERFORATE SHEARWALL. CONTINUE PLYWOOD ABOVE AND BELOW OPENING WITH NAILING ACCORDING To SPECIFIED SHEARWALL TYPE. 9 XJ # OF KING AND JACK STUDS AT OPENINGS Pq rWFma C) 0 0 V w N w H W w r� 124 NO. REVISION/ISSUE I DATE 1PROJECT ADDRESS:I 60 BAYBERRY RD. YARMOUTH, MA ram; t K.. A ENGINEERING CONSULTANTS strucWral civil-eneirurimental P.0- BOX 1879 44 UNDERPASS RIB UNIT 2 BREWSTER, MA 02631 (774) 353-2144 o Y f OB#: 22-203ATE:JO-31-2022 Gi. O CALE: NONE I G'-O" 13'- 1 (Y 21-28 5 Nr 15 (cr 7. L ------- i A P /2\ b B BEAM ABOVE --------- ------- cv 17 GARAGE 31 W CONC. 5LAB ON GRADE PITCH 2' TO O.H. DOOR) OUTLINE Of 3-2 x 12 CONTIN BVfEjANG APA PORTAL WALL G kA I QV 2'- I GI-01 FIRST FLOOR PfAN HEADER FOR ;rl 45'-Cr 3'-4u 31-4n 91-2ft 91-311 PATIO (VERIFY w/OWNER) ti E 5 y D c UJ KIN51NG 777 5TATION Ai FD_] FD F51 ANDER5EN IL7� fWG 120G 1 1-4 I n F 60Atlbd6 4K 2J 2J I 4K 4J IJ I li —((LINE 0 ARE) CEI ING A, 4J CV ­zr 3'-4n 3-4" 3'-5" W, 5N A � u � co 4 ca 32 KITCH EN I ((VERIFY CA13INET L L "VIP U CLO. LAYOUT W1 OWNER) XGW cy) x c\j UP Q-) =p p 15 (VAULTED �y) co 7. CEILING) UTILITY 3f 5'- 1 4--1 1 2A'- -0 G. 3- r)w I S I A" I Ap x M O 11 Ll 'j ASTER :- I MA.9TFR 'r L.-I I I V I L_ I li-I 1 114 1 1 1 L_ I I I-L-L 11 r_ I I VOKCH THE DF-51GNER AND CAN 2.) CONTRACTOR TO Vf-Kli:-Y MATERIALS, DETAILS FINISHES NAo 1 NOT BE COPIED, U" REPRODUCED AND/OR. IN THE FIELD WITH OWNER ALTERED WITHOUT THE 3.) ROUGH OPENING HEAD HEIGHT Of WINDOWS AT 2 EXPRE55 W`RJITEN A FIRST FLOOR TO BE 0- 1 1 " ABOVE SU5fLOOR 4J 2J 2J 4J CONSENT Of THE DE51GNER 4.) ALL WORK SHALL CONFORM TO THE MASSACHUSETTS D� STATE BUILDING CODE AND ALL OTHER APPLICABLEF FD� (14) SCALE: LOCAL CODES. M (%A 5/ 1/4" = F-0" 5.) ANY DISCREPANCIES, ERRORS AND/OR OMISSIONS IN THE NOTES, 100 TAPERED COLUMN' - COLUMNS DIMENSIONS, AND/OR DRAWINGS CONTAINED ON THESE DOCUMENTS wl P-2" x TAPERED I3A5E DATE: SHALL BE BROUGHT TO THE ATTENTION Of THE DF51GNER PRIOR TO AT PORCH 11/7/2022 COMMENCEMENT OF CONSTRUCTION. PROCEEDING WITH CONSTRUCTION CONSTITUTES ACCEPTANCE Of THESE DOCUMENTS AND ANY DISCREPANCTS, A9 A9 AS A8 PROJ. NO.: ERRORS AND/OR OM155IONS BECOME THE RESPONSIBILITY OF THE 51-9 31-2K 31-4u 31-4" 31-211 2022-376 BUILDING CONTRACTOR. s -IMR, DWG. NO.: 24'-01 13'-Cy' ------------ 0 5 10 15 2 0 I QCOPYRIGHT 2022 BY THOMAS A. MOORE DESIGN CO. I 7777, 4 J'-Cr 14'-Om (SHED DORM>rR} 5'-7" 2'-10' 5'-7" F CIA _ 4 W Q 0:5.0-4 �-- W W � t} � � W TYPICAL I x 6 RAKE BD5. Wl I x 3 DRIP BD. 12 STANDING SEAM METAL ROOFING TYPICAL WHITE CEDAR SHINGLE SIDING 5"± TO WEATHER AT FRONT, SIDES $ REAR WITH WOVEN CORNERS TYPICAL I x 8 "FLYING RAKE" BOARDS W/ I x 3 DRIP 1 2 I x 4 SUB -RAKE Jul Lil [ILL] L'II I III_ !I LEI 1'! ! j� ! �L_ EJ �,,_ 7 J�ii'—�J-ii_L: Ij!1 � � II is ��uJ�—L;—i i_i_u.;-1Li�1! 1�� -. FRONT ELEVATION I TC FI TC 10" w/ I AT F -11-1 (©COPYRIGHT 2022 BY THOMAS A. MOORE DE51GN CO. 10" TAPERED COLUMNS wl 1'-2" x 2'-0 BASE AT PORCH 'RITE CEDAR 'IDING EATHER SIDES TH WOVEN =m,=w=wmwdmwmm TOP OF PLATE AT DORMERS N C\ SECOND FLOOR SUBFLOOK TOP OF PLATE I FIRST FLOOR TOP OF SLAB, N �r # �r W o W O Cn W M o d' � 00 00 N O W C/� 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 : 1 /4" = 1'-0" DATE: 11/7/2022 PROD. NO.: 2022-376 DWG. NO.: CN �t W TYPICAL I x 8 "FLYING RAKE" �+ W BOARDS W! I x 3 DRIP I x 6 SUB -RAKE W �--� TOP OF PLATE AT DORMERS i' l� LL L4i1 L1L111 .I TYPICAL I x 8 FASCIA FRIEZE BOARDS N W 4 C� TYPICAL ASPHALT �' W LLlli �1 1� �J1 1�1 ROOF SHINGLES , II_LLLL !1L J J 1 I! I LiJ III ! i-l� J L1J -ILL �_ll LL. d" I I 1 i1 I I� I LI_ji 1L' LID , ;1L; i J_-1J_1111.LL11 11 ILL, .W.I-L�LI�:Li Il1' 11 kllLL�J LLU I! ��'L IIl tL J _ ll uI ! j_.[L�.Li-�i_.. ! (_J. 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II 1I :1 I I _. III �I.I i 1 I TOP OF PLATE AT DORMERS _L �� � � I I Lll i! �_ J I !'L LL, I I I1 11 1 I!111 I'I 11L ,! III \ — W 'l �I� II 1 1 I �1 II L -� IrJ-L L � �I I 1 L I L'' 1 I i jdl 11 1L1J_LJ LPL _� L' I I I LI T ! \\ _�� L t II I` � ! � I 1�� I 1�'✓ Q 1WW V-�-i � I L]l / ! I I , - - _ �_ .-._ 1J�1 _(n I _ 4N 4 ill .III I"� I` I l' L! _,—�I I 1 f II I ji—I I� I t / 11i'ill l II ! II 1 ! 1 I I I , L II 1LJ 1 --- I 1-- � 1I I LL - I r _�_ 1 � � W L U i t L L LI I LLI i 1 1 I I. ; � ' I - I L 11' 1 IL Imo. L! �- L-J.I 1 I I L �!-Lu-..---- ��� . -- _ O I � I I I I I I , !! - I�IL-�'-i_;_I I i II.I 11 i, 1%, 1I-Ll-1J-1L___.i I'i!II IIII 'III 1'I _ �.-�-,� I I_ I ; i l I I 11 ( �L!��_,_ 1 I I I I - I .L SECOND FLOOR L l _i iL11 L iL L i-LJ-i tiJAI I J1 I - ji�-j !' ;, u ! l I II 1 I IIII li _ 1 it 5UBFLOOK NOTE: THE PLANS SHOWN ARE L; II . �I 11_I LLJ IW JIL ��L !I -IIII 1 ll II II' -I I�I LL J j- II III i! I� �I I I I _I, 111LI L II II �Ij 1 I; it j i �iFRIIEZE r- YPICAL x 8 FACIA BOARDS TOP OF PLATE __ - THE SOLE PROPERTY OF THE DESIGNER AND CAN 1 _ 1 L-��iL�r 1L LL J�1 J I �I I' I �I �L L� ! LI 1 1 1 ! I ! L �� �11 I l J LIL!LLL L i�Ll ( III I_ NOT 8E COPIED, REPRODUCED AND/OR LLU �L _� LLLi� _fl_l�L l LLLIit l L �" L� I 1 fl � L 1 ii L LUI1_�_L -L 1�� ' i LLL1i LU 11 I I I I I I I' I1 �i I Ij �L I I ;I` 1 ! I �_- - - ! �1L ALTERED WITHOUT THE 1 a- I jiL,k.J11'..' ILLi I I I aTTEN l ! 11L L. i' it III. I1 'i I 11 1 1_ I'I I_ 111 �I li II -:— . 1L Ll / __ it ill I�LLL. a 11 CONSENT Of THE DESIGNER L a 1 1i1; I 1 l L J L ( LL 11 I I , L 1 l -I I' it I II''IIJLILLi L! 1 L r j11 IJ L�,�LI j 1 I IIII II _ j ! 1 i 1 L' l _ _� l l ! L '!L a 1 it - I; ill. I III I_I1 L_ I _-'- 1 J1 � -- - ! - - I' ! - - LULL - -_LLL u�1 L 1 I L 1 Li_'_ LL� � } . _ I1 ' 1 i i it L ILA ! IU-IJ�L ILWa 1L O - SCALE: 11 11 TYPICAL WHITE CEDAR SHINGLE SIDING }i L 1 j _IL_�' 'J' UIL 11 JI 1�11- 1 - i._ ! ! 1 1 I 1. I i I t I I!, I• )-L_ - I - _ __ _ _. �'I I I - f _ _.-.I I l I I I I I I 1 I 1 I'II I` 11 /" 1! 4 = 1 -0 " + 5 _ TO WEATHERLLL AT FRONT, SIDES u-.: i.}.1U-1-�..I 11 iY--I 1 1 IIII ;I 1 ] _' L 1�_ I II I' I it 'Y L IIII 'I' I III ,Lllu l- J� l h� I I: 1—' - I ! l h I� -- it II IT 11 I III I III - I'L __t - - --'� Y--1J--�I--..- li ICI __ _.. !-+-IJ - -1 I L- �L Ill]; �_L u-+- _i_ il-- Il I 1 'I II i - t REAR WITH WOVEN CORNERS 1 L _li__i�_,_JLil-L-1-LL_ L -will ! 1..LL: ;i �L u_ 11I1' I 11 1 I. J1 ' �.L_:_` J- L I I L IIII Li i 11� L�1 �'' I' II 1j I :�!-�ii III' 11 II t II �I ! LIT ' I1 I I L �1J Ll 1 I I" II i L -i I II I L I1 11111 11 l l I1 LI L _ -- II F '1 - - - - L ICJ L - - ILL l li Ii l �1 a 1114/2022 -_ �•L 1�' ' 1� �-� L�_L �' -I '' 1 u L l! �!` '�! ial_ L 11 _ I'I J ! II '1 ,I �� III �J II IIII ! I'II ,j j L11 ! �. -- _tea_ ,I _- LLB -' - - - it _. �1 _ - -' 11 1 1 fl 'i - L FIRST FLOOR TOP O F SLAB `.- � iI I , I I f! !! I" I I I �. I I I I .l 1 i " I I I I ' I I I I I ' I' -- I, I I j PROD. NO.: 2022-376 LEfT 51DE ELEVATION 10" TAPERED COLUMNS A/ I'-2" x 2'-6" BASE AT PORCH DWG. G. NO.: - 0 5 10 15 20 1 ©ME COPYRIGHT 2022 ffilmll BY THOMA5 A. MOORS DE51GN CO. '' WO-WOPA G F TYPICAL 1 O" x 20" CONCRETE FOOTINGS { ( I ( { (p W/3-f5 BARS 3"-4" FROM BOTTOM L_ _ - _ _ _ _I I �24" { I { { x 12" FOOTING { TYPICAL 8" CONC. UNDER STAIR WALL I FOUNDATION WALL I I I 130 TOM ANNDD MIDDLPE-4-- { I I i GARAGE I f © I I (4" GONG. SLAB ON GRADE PITCH 2" Ta O.H. DOORS { ® { cei { ( L J I { I I 24" x 24" x 12" I { { I CONC. FOOTING I { I AT POST ABOVE I ! f - f I I f I I I I I L —� I DROP TOP OF FND. WALL -.ATO.H.DOOR IN R f I-- - °oN ( f I I f I --- I f I { , ( f m I I I G'-CT 2'- I { f I I { I • I I FOUNDATION PLAN NOTE # I FOUNDATION CONTRACTOR TO PROVIDE 5/8" DIA. ANCHOR BOLTS AT 32" o.c. WITH MINIMUM EMBEDMENT OF 7 INTO CONCRETE. ALL SILL PLATES TO BE CONNECTED USING 3"x3"x I /4" 5QUARE PLATE WASHERS. NOTE #2: FOUNDATION SLAB CONTRACTOR TO PROVIDE CONTROL JOINTS AS PER STANDARD PRACTICE VERIFY IN FIELD. @COPYRIGHT 2022 5Y THOMA5 A. MOORE DESIGN CO. 45'-0" TYPICAL 8" CONC. FOUNDATION WALL w/ 244 BARS AT TOP AND BOTTOM E rowl TYPICAL 10" x 20" CONCRETE FOOTINGS T T W/345 BARS 3"-4" FROM BOTTOM /(094 14 — — — — --__—_ 14 14 _T__ 14 _ 14 _ ----_ — — — — — — — — — — -- ---_ _ —--_..._. — ------ I ( .I ca Lo I ( { I ( f ( I I-1 { f f 28'-4" I { (UNDER POST I ABOVE) I �— HS54x4x 1/4 I I 3G x 3G x 12 FOOTING I- STEEL COLUMN UNDER HSS { P (HosT UP4 x 1/4 — — — -----_� f SLfitB I I5 q I • (8 CONC. SLAB) I I P05T UP POST UP I 3(r' W. x 12" D. CONC. FOOTING I L_ _ ( I I I f r_ I i I I —t — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — _-� f h P.T. 2 x 10 LEDGER w/ (2) 5/8" LEDGERLOK BOLT @ I G` o.c. I 0 STAGGERED, FLASH BEHIND I { X N COVERED E PORCH I P.T. 2 x 10'5 @ I G" o.c. I 14 ICAL I G" SQUARE PIER — .T. 2 x ! 0 — AT 4 O" DtEP TYPICAL 2 " SQUARE x 12" DEEP CONCRET FOOTING D C B A A9 A XA& d- 0 N N CV v. W � Qc7 � LCQ d" WE-" C) w p rn ono 0 Lo ce � Q w 0 N co c� co W o 046 C; �D WW c,fl NOTE: THE PLANS SHOWN ARE THE 501 F PROPERTY OF THE DE5IGNERAND NOT BE COPIED, CAN REPRODUCED AND/OR ALTERED WITHOUT THE EXPRE55 WRITTEN CONSENT OF THE DESIGNER SCALE: 1 /41'= 1._0" DATE: 11 /7/2022 PROJ. NO. 2022-376 DWG. NO.: I b -1 Qo @COPYRIGHT 2022 BY THOMAS A. MOOD DESIGN CO. MOO 5ECON D fL f RAM ING PLAN NOTE 1: ALL HEADERS TO BE 3-2 x 8'5 UNI F55 NOTED OTHERWISE NOTE 2: ALL POSTS TO BE 4 x G UNLE55 OTHERWISE NOTED IEIGHT'5TUD5 0f FRAMING 1/4 N mot' cq L-Q c'� u C CY) CY) 00 00 0 C) c\j 1-4 C\J 0 U) 0 NOTE: THE PLAN5 5HOWN ARE THE :501 F PROPERTY OF THE DE51GNEP, AND NOT 5E COPIED, CAN REPRODUCED AND/OR ALTERED WITHOUT THE EXPRE55 WRITTEN CONSENT OF THE DESIGNER SCALE: 1/4" = 1,-01' DATE: 11/7/2022 PROD. NO.: 2022-376 DWG. NO.: A6 a Nu NOTE I c.. n I L.+ - V 1 R OTHERWI5E NOTED NOTE 2: ALL DOORJiNINDOW HEADERS TO BE 3 - 2 x G UNLE55 OTHERW15WE NOTED NOTE 3: ALL CEILING J015T5 2 x 8 1 G" o.c. NOTE 4: ALL P05T5 TO 15E 4 x G UNLE55 OTHERWI5E NOTED @COPYRIGHT 2022 BY THOMA5 A. MOOR.E DESIGN CO. 8'-OH L 24'-9 I. I W v l r!" tr,^r v j N V W -4 m 1...� Oco VVV Q0 00 V LO Q N G� W �1 O � E-i N � a a:l W W U4 rT� W � O � 06 Q WW 04 NOTE: C) THE PLAN5 5HOWN ARE ap THE 50LE PROPERTY OF THE DESIGNER AND CAN NOT BE COPIED, REPRODUCED AND/OR ALTERED WITHOUT THE EXPRE55 WRITTEN CON5ENT OP THE DE5IGNF-R SCALE: DATE: 111712622 PR.OJ. NO. 2622-376 DWG. NO.: r4 ROOf DECK CON5T. - 3/4' T. * G. PLYWOOD SHEATHING - RUBBER MEMBRANE ROOFING - 2 x 4 P.T. 5LEPPER5 @ I G" o.c. ON FLAT - DECKING TO BE VERIFIED IN fIELD_____l ,x 12 HEADER , APA PORTALS HOME Officif 01 01 "I \—I /2' P. X/ . ON I 5,TfAPPI NG @ I G" o.c. 0111 13EDROOM — 3/44 T * G PLYWOOD 5UBfLOOR - GLUED * NAILED 9 1/2' TRUSS JOISTS @ I =G`oz. /-2-1 3/4" x 1 1 7/8" LVI25 (LOW or FLUSH) LIVING ROOM CONC. SLAB x 65 (@ I TAP. ROOF GON5T._ - 2 x 10 ROOF RAFTERS @ I G" o.c. - 1/2" CDX PLYWOOD ROOF SHEATHING - ASPHALT ROOF SHINGLES - 15LB. FELT PAPER - SPRAY FOAM INSULATION @ ROOF RAFTERS (K=40) - 2 x 12 RIDGE BOARD UNLESS NOTED OTHERWISE 3-1 3/4"x 11 7/5"LVL!s CONTINUOUS HEADER, FOR PORTAL WALLS w 14 x G I STEEL BEAM TYP. WALL CONST. - 2 x G 5TUD5 @ I G" o.c. - 1/2" PLYWOOD SHEATHING KITCHEN - G" BATT INSULATION (K= 2 1) - 112fl GYP, BID. - W. C. SHINGLE 51DING - T-(VEK __-2' THICK RIGID STYROfOAM INSULATION (R= 10) \ 13 U�l L �Dl NG 5 E �fC T ON � HOME Of I 3- (g)COPYRIGHT 2022 DY THOMAS A. MOORE DESIGN CO. CV e cy if cy ETJ ..J � N W � Qc cy) p � c e-) c c"j 04 L 'ALL LVLs 1(5 C>6 7/8" LVU5 HEADER FOR 4N NOTE: THE PLANS SHOWN THE SOLE PROPEFr THE DESIGNER AND NOT 13E COPIED, REPRODUCED ANQl< ALTERED WITHOUT 1 UPRE55 WRITTEN CONSENT Of THE DESIGNER SCALE: 1/4#1 = I f-011 DATE: _11/7/2022 BUILDING SECTION (E� BRl*q'5TAlR3/'KlTCHFhll4' I STAMP-0. PROJ. NO, 2022-376 DWG. NO.: 2 x 105 1 G"o.c. 1 1/2" GYP. BD. ON I x 3 STRAPPING @ I G" ALC Loff B 3/4' T * G PLYWOOD L5UBfLOOK - GLUED NAILED W 14 x G I STEEL BEAM CONC. SLAB 0 0 a 2" THICK RIGID STYROFOAM INSULATION (K= 10) -TYP. ROOF CON5T. - 2 x 10 ROOF RAFTER5 @ I G' O.G. - 1/2" CDX PLYWOOD ROOF SHEATHING - ASPHALT ROOF SHINGLES - 15LB. FELT PAPER - SPRAY FOAM INSULATION @ ROOF RAFTERS (P,=40) - 2 x 12 RIDGE BOARD UNI F55 NOTED OTHERWISE TYP. WALL CON5T. - 2 x G. 5TUD5 @ I G"o.c. HALL - 112" PLYWOOD SHEATHING - G" BATT INSULATION (K=2 1) - 1/2" GYP, 131). - W. C. SHINGLE SIDING - TYVEK ,--� �,� �� r�� r� F CT 10 N (@, LOF=T/M[3R./5TAI R5 I --TYFICAL 50 CONCRETE FOUNDATION WALLS w/2-#4 BARS AT TOP, BOTTOM * MIDDI F TYPICAL I O"x 29 CONC. FOOTINGS w/3-#5 BARS CONT. WITHIN 2"-3" Of BOTT. 2x 10's 1/2" GYP. I x 3 5TR CLO. Bj 3/44 T SuBf t 9 1/2' TRU55 J MASTER H-Dploom THICK RIGID 5TYROFOAM INSULATION (P\= 10) M15UILDING SECTION 1 3/4" x I G" LVL KI DGEBEAM 12 110 MASTER BR/W.I.C. c"l c� Lo m cn co co C-0 00 00 c> Lo O rn � c-q cn 06 >*W NOTE: THE PLAN5 SHOWN ARE THE 504E PROPERTY Of THE DE51GN ER AND CAN NOT BE COPIED, REPRODUCED AND/OR ALTERED WITHOUT THE EXPRESS WRITTEN CON5ENT Of THE DESIGNER b SCALE: 1/4" = 1,-011 DATE: 11/7/2022 PROJ. NO.: 2022-376 DWG. NO.: 20 W 12 3t TOP OF PLATE ` AT DORMERS n n SECOND FLOOR 5UBFLOOR TOP OF PLATE FIRST FLOOR TOP OF SLAB 12 3 ± 1211 BD. ON \`� ��lk 12 '� I x STRAPPING @ I G" o.c. �� 10 1/ /,/' GU E5T GU E5-T ` BEDROOM BATH � 3/4" T * G PLYWOOD ~ 5UBFLOOR - GLUED * NAILED 9 1/2' TRUSS JOISTS @ IZ o.c 2-1 3/4" x ! 1 7/8" LVU? 9" BATT ::5/bu "FIR.ECODE" GYP. BD. ON - - - INSULATION (R=30) 1 x 3 STRAPPING @ I G" ox. _ GARAGE " CONC. SLAB BUILDING SECTION GARAGE TYP. ROOF CONST. - 2 x 10 ROOF RAFTERS @ I G" o.c. - 1/2" CDX PLYWOOD ROOF SHEATHING - ASPHALT ROOF SHINGLES - 15LB. FELT PAPER - SPRAY FOAM INSULATION @ ROOF RAFTER5 (R=40) - 2 x 12 RIDGE BOARD UNLESS NOTED OTHERWISE TYP. WALL CONST. - 2 x G STUDS @ I G" o.c. - 1/2" PLYWOOD SHEATHING - G" BATT INSULATION (R=21) - 1 /2" GYP. BD. - W. C. SHINGLE SIDING 9WEK TYPICAL 8" CONCRETE FOUNDATION WALLS w/244 BARS AT TOP, BOTTOM 4 MIDDLE TYPICAL 10" x 20' CONC. FOOTINGS w/345 BARS CONT. WITH IN 2"-3" OF BOTT. nBUILDING SECTION '-9" BAIT INSULATION {R=30 .. �BUILDIN M UD H ALL Q GU E5T BEDROOM -3/4" T * G PLYWOOD SUBFLOOK - GLUED * NAILED 9 1 /2" TRU55 JOISTS @ I G" o.c. 2-1 3/4" x 11 7/8" LVL'5 } 5/8" "FIRECODE" GYP. BD. ON I x 3 STRAPPING @ I G" o.c. GARAGE 4" CONC. SLAB G SECTION (@, PLATE lOOK al Ala GARAGE Cq # d" w c c� f- W 04 co co � C/) W W C-0 00 p 00 cq W cn .. W d C5 _ y q O 4N w 4 O-Xz� tL3 NOTE: THE PLANS 5HOWN ARE THE 50L.E PROPERTY OF THE DESIGNER AND CAN NOT 13E COPIED, REPRODUCED AND/OR ALTERED WITHOUT THE EXPRESS WRITTEN CONSENT OF THE DESIGNER SCALE: 1 /4" = F-0" DATE: 11/7/2022 PROD. NO. 2022-376 DWG. NO.: �l ,-JA(--,K 57105 KING -15ruo-15 PFP Pl-/iN) PlEe PLAN) G!5/6 (APPLIED Piffk'6_5N) # PEP PL-AN-'5) T"T '01-00WN (Ptf9l PI -AN) -rHP-SIDED POD n A /il\f0tl0F P0,L7_ (Pfp 4 SECTION VIEW MODEL# DIA. MIN. EMBED. MIN. REBAR LENGTH SSTB16 6/8 12 %" 50" SSTB20 5/8 16 Ya" 581, SSTB24 5/8 20 66#0 SSTB28 7/8 24 7j" 74" SSTB34 718 28 7/" 82" SB1x3O 1 24" 96" NOTE: #4 REBAR TO BE CENTERED ON HOLDOWN AND LOCATED 3"TO 5" DOWN FROM TOP OF FOUNDATION WALL PER SIMPSON MANUFACTURER7S SPECIFICATIONS. 45/11, 4 S57_t) tY0L_D0A1PJ ANCHOP Pof517-10N IN IIIALL PFRI 'E06f D145TANct 11ANUFAG7-Uef e-'-- /lf5" POK'gX4 W&L 2,75" FOP 9X6 VVAL_L_ MIN. REBAR LENGTH PLAN VIEW PUII-T UP GOkWEk _,5)rU[)_,5 (ptp 11 HD C516 11OLDOW j (APPLIED T1")?fAoFD POD To�1 inp/i' Gh9l COUPLEA- f5& -Arf PL-A7-f d. ANGttOP, P01--r '4 (FEk, SECTION VIEW MODEL # DIA. MIN. EMBED. MIN. REBAR LENGTH SSTB16 5/8 12 Ve sow SSTB20 5/8 16 Ya* %" SSTB24 5/8 20 You 66" SSTB28 7/8 24 8' 74" SSTB34 7/8 28 y8" 82" SB1x30 1 1 _­24" 96- NOTE : #4 REBAR TO BE CENTERED ON HOLDOWN AND LOCATED 3"TO 5" DOWN FROM TOP OF FOUNDATION WALL PER SIMPSON MANUFACTURERS SPECIFICATIONS. 557_P 1101-DOVIN 19\0109 #4 PfPAC _P AkP(�44/ ON TOP PL-A,-r 557 m Or NvCtIOP 0MOONAl- lf\1 GOPNrP 1iPPt-1GAT_10N z LLJ For 2X4 VIA111- MIN. REBAR 2x6 t4,.jj_/_ PLAN VIEW ri. 1 HOLD DOWN- AT WINDOW OR DOOR OPENING HOLD DOWN AT EXTERIOR BUILDING CORNER �EH D] G�UILr UP GOl'NEk' STUDS HD (ITIPL-Iff-) PEP 6-151v tlDu nol-DOWN Co PEP Pi_hNi) 17- 'Er 0 7 rlK'fA0,ff 0 K( D Yf TO filt �/.'_' VLATE GNAW re GN'A 4_1- 4 51LL F/ A7_F LS A Al\'Gtl0,k7 (Piff k6_5N) SECTION VIEW HOLD DOWN HD MODEL# DIA. MIN. EMBED. MIN. REBAR LENGTH SSTB16 518 12 %" '%" SSTB20 5/8 16 V 58" SSTB24 5/8 20 %lf 66" SSTB28 7/8 24% 74" SSTB34 aj 28 Ve' 82" SBlx30 1 24" 96" NOTE: #4 REBAR TO BE CENTERED ON HOLDOWN AND LOCATED 3"TO 5" DOWN FROM TOP OF FOUNDATION WALL PER SIMPSON MANUFACTURERS SPECIFICATIONS. MIN. REBAR f- pfo/lp EDGE D157_AlVrf r m /,15" FOP 2X-4 WALL z G) 215" FOe.ZX6 WALL S_t5T_P t101-DOWN ANCrIOR' FtAGf 55TP llk'K01111 0,1\/ 7_0P OF Al\'(-,nOe OIAC-01\1111IN - GOPP4EP APPI-IGATION PLAN VIEW AT INTERIOR BUILDING CORNER 2X OL-OCKINO MVfEtV PAF7_EP5 (jV0rGtl FOPXENF11_AF10i\f F CffOUIeFO) (erFff 7-0 Ak'G1lfl_,ffG7_UeAL_ PLANI-1-:5 roi(' mopf orrAIII-) eOOF PA-7-fg,-fe PLAN (efFEkTO 0l1T"FGTVk'1V_ PLAAI_'�5 rOrCliffrk ' f)/tl,UN_'5/0N_'5 11NO fAVf DE7_1V1_1N6) I DOUPI-iff 2X 7_0P PI-AT-f BEAM OPHFADfp (IF'5troWN ON PL 'N' SECTION VIEW PPIOP TO 01-OCKING /iNv PL-m000 -,,5tlrA-rtllf\ 6) ALTERNATE: H2A 1. RAFTER TO TOP �RF) B01-7_ UP_"57_UV_'1 1-57 A _':::'-rkAp AT 16"O'c. A--,\ (Pfp G_t5lv) WIi 1141111-) / /Ul-POWN, (plffrpl_Alv) =PAMLAMA k (M� PLAN) V NOTE DRILL HOLE FOR THREADED ROD THROUGH PARALLAM AND ATTACH Wl NUT AND 3"x 3"x j" PLATE WASHER L. 4 INTERIOR HOLD DOWN INTO HD BEAM IN FLOOR FRAMING 2 X 4 WALL 6- O.C. 4- O.C. I ++++ t1oz-0 Dow1v DOUOL-f 2X 7_0P PLATE (PtFeL_Nl) PLAN VIEW 7'SP PK'10F TO NOTES 1. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH (2) ROWS ZXSTUDS NOTE: NOT REQUIRED IF H2A OF 16d (0.162"x 3.5") NAILS AT 6" O.C. FOR 2ND STORY SHEARWALLS. IS USED AT VERY RAFTER 2. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH (2) ROWS ELEVATION VIEW OF 16d (0. 1 62"x 3.5m) NAILS AT 4" O.C. STAGGERED FOR 1 ST STORY SHEARWALLS. PLATE POOP 51q'ff_/irtl/Ncv (77) 10d l'V1l1L_5 (flicil ENO) + + + + ZZ --------- ------- ------- + &Tfk, 7 P001eAff)fI'S PfeFLAN ALTERNATE ATTACH OPPOSING RAFTERS BELOW RIDGE BEAM OR RIDGE BOARD WITH 2 x 4 COLLAR TIE AS SHOWN. RIDGE STRAPS NOT REQUIRED WHEN USING A COLLAR TIE. lit 2X6 WALL 6" O.C. 4" O.C. tIOL-D DOWN + + (PEe PLAN) PLAN VIEW ELEVATION VIEW NOTES 1. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH (2) ROWS OF 16d (0. 1 62"x 3.5") NAILS AT 6" O.C. FOR 2ND STORY SHEARWALLS. 2. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH (2) ROWS OF 16d (0.1 62"x 3.5") NAILS AT 4" G.C. STAGGERED FOR 1ST STORY SHEARWALLS. L * I j BUJ A ILT-UP CORNER AT END OF SHEARWLL WF vl 0 CL w N �D ^1­1 ki-4 b w LU i­-D o 'r U) 0� 04 NO REVISION/ISSUE DAT E I 1PROJECT ADDRESS:1 60 BAYBERRY RD. YARMOUTH, MA ENGINEERING CONSULTANTS structural - civil - environmental P.O. BOX 1879 44 UNDERPASS RD UNIT 2 BREWSTER, MA 02631 (774) 353-2144 �JOB#: 22-203 SHEET DATE:10-31-2022 SCALE: NONE { 1 / RIMBOARD ++++++ (2) 2 x 12 HEADER OR PECIFIED ++++++ + + + + + + {TYPICAL, REFER TO PLAN FOR SPECI HEADER REQUIREMENTS) + + + + + + ++++++ ++++++ LSTA24 STRAP (INSIDE F OF WALL) 44 HEADER TO (2) 2x6 FASTEN TOP PLATE TO HEADER WITH (2) ROWS OF 16d SINKER NAILS AT 3" O.C. FASTEN SHEATHING TO HEADER WITH 8d COMMON OR GALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.C. IN ALL FRAMING (STUDS, BLOCKING AND SILLS) TYP. (2)-2x6 FOR A PANEL SPLICE (IF NEEDED), PANEL EDGES IV32" STRUCTURAL SHALL BE BLOCKED, AND PANEL SHEATHING OCCUR WITHIN 24" OF MID- HEIGHT OF WALL. BLOCKING SHALL BE ki MIN. 2"x2"x 16 NAILED WITH PLATE WASHER (3)16d SINKERS Q a STHD14 HOLDOWN e n4 0 ee ®e _ �.. ° b p.•°'tld° DIA. ANCHOR BOLT.. •.°.�° ° ° " {7" MIN. EMBEDMENT} RIMBOARD (SHEATHING FILLER (IF REQUIRED) LSTA24 STRAP \ (INSIDE FACE OF WALL) HEADER TO (2)-2x6 KNIFE CUT HSS AND WELD PLATE BOTH SIDES. FABRICATOR TO PROVIDE DETAIL 2x6 FRAMING HS5 POST AS STH014 HOLDOWN SPECIFIED BASE PLATE AS d 1a ae• SIDE ELEVATION r2.11 T�7A PA PORTAL WALL PUu (NOT TO SCALE, FOR EXAMPLE ONLY! SUBSERVIATE TO TT-100F) OPTION #1 HEADER SIZE Q a 0 L= 1'-0" TO 4'-0" (1) LSTA 9 (1) SP4 (1) SSP PER KING 1 {) CS 16 - (6) 8d NAILS STRUCTURAL PLYWOOD SHEATHING TO L= 4'-1" TO 6'4r (2) LSTA 9 (2) SP4 (1) SSP PER KING EACH END OF STRAP PER EACH KING STUD MATCH ELSWHERE. NAIL DOUBLE ROW (1) SSP L= 6'-1" TO 8'-0" (2) LSTA 12 (2) SP4 PER KING (SEE NOTE'41 OF 8d NAILS AT 3"o.c. ALTERNATE SEE NOTE 6 TOP AND BOTTOM OF PANEL INTO L= V-1" TO Io'-0" (2) LSTA 15 (2) SPH6 {1) SSP PERKING DOUBLE TOP PLATE AND HEADER (1) SSP L= 10'-1" TO 16'-0" (2) ST2122 (2) SPH6 PER KING OPTION #2 HEADER SIZE a Q (1) - CS 16 (1) SSP L= 1'-W TO 4°-0" Wl (5) 8d EACH END PER KING (1) CS 16 - (6) 8d NAILS STRUCTURAL PLYWOOD (2) - CS 16 (1) SSP L= 4'-1" TO 6'-0" Wl (5) PER KING EACH END OF STRAP SHEATHING TO EACH END SEE NOTE PER EACH KING STUD MATCH ELSWHERE. NAIL DOUBLE ROW (2) - CS 16 (1) SSP L= 6-1" TO 8'-0" wl (6) 6d T PER KING (SEE NOTE W) OF $d NAILS AT 3"o.c. EACH END ALTERNATE TOP AND BOTTOM (2) - CS 16 (1) SSP L= $1-1" TO 10'-0" Wl (S) 8d PER KING SEE NOTE 6 OF PANEL INTO EACH END DOUBLE TOP PLATE AND HEADER (1) SSP L= 10'-1" TO 16-0" (2) ST2122 PERKING *NOTES: 1. HEADERS 4'-V AND LARGER REQUIRE (2) JACK STUDS AT EACH END OF THE HEADER. 2. CONNECTORS SPECIFIED ABOVE SHALL BE ATTACHED DIRECTLY TO 2X FRAMING MEMBERS. 3. NAIL FULL HEIGHT JACK STUDS TO KING STUDS WITH (2)-16D NAILS PER 6" O.C. (CLIP FOR JACK STUD TO SOLE PLATE CONNECTION NOT REQUIRED) 4. STRAP NOT REQUIRED WHERE SHEARWALL HOLDDOWN IS ADJACENT TO OPENING. 5. DETAIL FOR WINDOW AND DOOR FRAMING ONLY. OTHER STRAPS AND TIES NOT SHOWN FOR CLARITY. 6. IF WALL SITS ON FOUNDATION WITH NO RIM JOIST, USE SSP CONNECTORS PER KING STUD ATTACHED TO BOTH PLATES. FRAMING AT WINDOW WF CONSTRUCTION NOTES: 1) WELD BASE PLATES TO VERTICAL TUBE STEEL POSTS. POSTS TO BE ATTACHED TO CONCRETE FOUNDATION WITH (4) -� THREADED RODS WITH SIMPSON SET EPDXY WITH 10" MIN. EMBEDMENT. 2) COLUMNS TO BE SPLIT AT BEAM LOCATIONS AND WELDED TO FLITCH PLATES TO PROVIDE MOMENT CONNECTION. '31CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO zX FLITCH TE (1) STEE 'x 9" W/ (2) LVL x 914" FLITCH PLA ) STE "x 9" W/ { VL 14"x q' • a e KNIFE CUT HSS AND WELD PLATE BOTH SIDES. FABRICATOR TO PROVIDE DETAIL l HSS POST AS SPECIFIED (-BASE PLATE AS SPECIFIED 4 4 .. . M ' Q .4' J fl r ° STEEL MOMENT FRAME E X T E R. I (NOT TO SCALE, FOR EXAMPLE ONLY!) AND DOOR OPENINGS BASE PLATE AND ANCHOR 'BOLTS AS PER PLANS M SECTION VIEW ANCHOR LT AS PER PLANS USE 1.5" GE DISTANCE FROM SIDE OF PLATES (MIN) AND 2.25" FROM GE OF CONCRETE (MIN) EMS TO 16" (MIN) EMBEDMENT U SET CONSTRUCTION EPDXY OO 4 00 m PLAN VI MOMENT FRAME BASE PLAT (NOT TO SCALE, FOR EXAMPLE ONLY!) CNJ F� cn H ui ram, 0 rr 1.4 F—� w N lJt- .. N #U D W h O mr U) 04 NO. REVISION/ISSUE DATE PROJECT ADDRESS: 60 BAYBERRY RD. YARMOUTH, MA ENGINEERING CONSULTANTS structural' civil emirt3Illi{ mal P.O. BOX 1879 44 UNDERPASS RD UNIT 2 BREWSTER, MA 02631 (774) 353-2144 JOB# 22-203 Monmmj.I.IATE:10-31-2022 SCALE: NONE SOIL TEST PIT DATA NOT TO SCALE TEST PIT TP-2 GRD. EL. 10.3 SHGW EL. _ 3.3 EL. 8.0 EL. 6.8 EL. 3.3 EL. 16 EL 0 3 NOT FILL B LOAMY SAND 10YR 6/8 C MEDIUM SAND 2.5Y 8/3 28" 84" 104" 120' NO GW OBSERVED 6" MAX. LEGEND SEASONAL HIGH GROUNDWATER` UNSUITABLE ADJUSTMENT TP--2 MATERIALS' (TO BE REMOVED) DEPTH TO OBSERVED WATER 8.7 ON INDEX WELL MIW'-29 DOd um PERCOLATION WATER LEVEL RANGE ZONE A TEST RANGE DEPTH 0 INDEX WELL ON 6-22-22 11.62' WATER LEVEL ADJUSTMENT 1.7 ESTIMATED DEPTH TO ADJUSTED WATER 7.0 �- SEASONAL HIGH - GROUNDWATER _ OBSERVED GROUNDWATER ONSITE SOIL EVALUATION DATE: JULY 6, 2022 TEST BY BSC GROUP, INC. WITNESSED BY: JAY GARDINER LICENSED SOIL EVALUATOR: TODD MACDONALD PERCOLATION RATE: < 2 MINS./INCH SOIL CLASS: CLASS 1 L.TA.R.: 0.74 GPD/S.F. HDPE RISER 4" "WALLS 5" 24" � �- -� Dj --T- T 0 0 24" I KNOCKOUTS I 13" Typ' M 3'' BOTTOM ON LEVEL 6" MINIMUM STABLE BASE PLAN VIEW 3/4' TO 1-1/2- CRUSHED STONE SECTION MEIN NOTES# 1. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF PIPE EXCEEDS 0.08 FT/FT OR IN PUMPED SYSTEM. 2. FIRST TWO FEET OF PIPE OUT OF DIST. BOX TO BE LAID LEVEL. 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 5. CONCRETE COVER SHALL BE RAISED TO WITHIN 6 INCHES OF FINISHED GRADE. LEACHING FIELD DETAIL NOT TO SCALE LATERALS SHALL BE LAID WITH A MIN. SLOPE OF 0.005 FT/FT 2" MIN. OF 1 /8" •" nrnr F11tI •A nl//a I Tn 1/9" DnIJRLF PROFILE OBSERVATION PORT 3/4" TO 1-1/2- (SEE DETAIL) DOUBLE WASHED STONE CONTAINING NO FINES i 4" PERE PVC W/SCREW CAP TO WITHIN 3 INCHES OF FINISHED GRADE EXTEND DOWN TO NATURAL SUBGRADE CAP THE END OF EACH LATERAL. (TYP.) 2" MIN. OF 1 /8" TO 1/2- DOUBLE WASHED STONE OR GEOTEXTILE � Wi wo, I_ I CROSS-SECTION SAT END OF LATERAL5 INSPECTION PORT LEACHING FIELD (15' X 30') TOP OF FIELD=9.45 I(IN)=8.95 I(END)=8.80-----�-- -■ 600-GALLON CONCRETE DRYWELL INV. IN=8.88 BENCHMARK SET ON SPIKE IN PAVEMENT ELEV = 10.74' NA VD 88 DA7UM 1A 6A Y8Ej4' 401- `YIDS ROAD 600-GALLON CONCRETE DRYWELL x i �i�i" ear - IAI\t 1►t_. of if tf NU f I U SHALL NOTES: RAISE FILET AND OVTLJET COVERS 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. TO WT 1N 16' OF FIASHEC° GRADE 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-10 THE RIS7=T'' SHkA _ BE. 18" HOPE LOADING. 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION CONC. COVER SHALL BE WATERTIGHT. 6 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED WITHIN 12" OF TANK WALL AND ACCESSIBLE FROM TANK COVER. ' 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. 4' 10'-6' . � J 10'-0' 10" - iR LQU4I'D IWDhEP. TH4"-6 tLOCATE I' � � 5'-8' TEE UNDER - - - COVER Al/GAS BAFFLE - 3' 6' MINIMUM Z. j � PLAN VIEW 3/4' TO 1-1/2' CROSS -SE' CRUSHED STONE-) LOCUS INFORMATION CURRENT OWNER: JOHN W JACOBSON OVERLAY DISTRICT: NONE TITLE REFERENCE.• L.C. CERT. 158028 NITROGEN SENSITIVE AREA: NOT IN A ZONE 11 PLAN REFERENCE: L.C. PLAN #11435-A FEMA FLOOD ZONE DISTRICT: _ 'AE-EL11 & X', DATED 7/16/2014 PANEL #25001CO588J ASSESSORS MAP: 22 MINIMUM LOT SIZE: 25,000 S.F. PARCEL; 227 EXISTING LOT SIZE: 8,786E S.F. ZONING DISTRICT. R-25 EXISTING BUILDING COVERAGE: 0 S.F. SETBACKS: FRONT 30, SIDE* 6' PROPOSED BUILDING COVERAGE: 2,182E S.F. REAR 20' 24.8% PER YARMOUTH BUILDING COMMISSIONER GENERAL NOTES 1. THIS PLAN IS INTENDED FOR THE PERMITTING AND CONSTRUCTION' OF THE SEWAGE DISPOSAL FACILITIES AND ASSOCIATED SITE WORK. 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 AND YARMOUTH BOARD OF HEALTH REGULATIONS. 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT.. OF THE PROPOSED LEACHING FACILITY. 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE MATERIALS. 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL. UP TO 45% BY WEIGHT MAY BE RETAINED ON THE #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF THE FOLLOWING SPECIFICATIONS: 100% MUST PASS #4 SIEVE 10 MUST PASS #50 SIEVE 0-20% MUST PASS #100 SIEVE 0-5% MUST PASS #200 SIEVE 5. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE SHOWN. CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS OF UTILITIES AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF CONSTRUCTION. IF ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANIES, AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERRUPTIONS IN SERVICE. 7. CONTRACTOR IS REQUIRED TO NOTIFY DIG -SAFE, PER MASS. STATUTE CHAPTER 82, SECTION 40 (1-888-344-7233) A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 8. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION OR USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR 15.240(4). DESIGN CALCULATIONS DESIGN FLOW 3 BEDROOMS 110 GPD/BEDROOM = 330 GPD REQUIRED ,SEPTIC TANK 330 GPD X 200% = 660 GALLONS USE 1,500 GALLON SEPTIC TANK SIZE OF REQUIRED LEACHING FACILITY o� U DESIGN PERC. RATE: <2 MIN/INCH LONG TERM APPL. RATE: 0.74 GPD/SF 330 GPD _ 0.74 GPD/SF = 446 SF `�Issyo� SIZE OF LEACHING FACILITY PROVIDED �Ir USE A 15' X 30' LEACHING FIELD EFFECTIVE LEACHING AREA 15' X 30' = 450 S.F. 450 S.F. X 0.74 GPD/S.F. = 333 GPD (INSTALLED CAPACITY) 333 GPD > 330 GPD (3 GPD RESERVE CAPACITY PROVIDED) TYPICAL SYSTEM PROFILE NOT TO SCALE PROPOSED BUILDING 4" SCH. 40 PVC TOP OF SLAB=12.8 L=2f FT.. S=0.025FIRST PIPE LENGTH TO BE 4" SCH. 40 PVC SET LEVEL FOR 2' (MIN.) S=0.02 FINISH GRADE EL. 11.2-11.4 r, 4' SCH. 40 PVC TOP S.A.S.=9.45 OBS. PORT 9.77 9.22 8.95 8.8D 9.47 9.17 9.00 EL 8.3 LEVEL BOTTOM �z 5 OUTLET SEPTIC TANK D-BOX 5.0' SEPARATION NOTE: EL 3.3 >� RECEIVED MAGNETIC REFLECTIVE TAPE SHALL 'BE PROVIDED EST. SEASONAL HIGH GROUNDWATER T IN THE TRENCH OVER ALL PVC PIPING DEC 12 2022