Loading...
HomeMy WebLinkAboutbuilding planGENERAL STRUCTURAL NOTES 1. ALL CONSTRUCTION I5 TO BE IN ACCORDANCE WITH THE MASSACHUSETTS STATE BUILDING CODE FOR ONE- AND TWO- FAMILY DWELLINGS, NIrETH EDITION (7B0 CMR), AND ALL AMEI-WIAENTS, WHICH IS BASED ON THE 2015 INTERNATIONAL RESIDENTIAL CODE. 2. THE WIND DESIGN CRITERIA FOR THIS BUILDING IS IN ACCORDANCE WITH AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA), "WOOD FRAME I 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 IS RESPONSIBLE FOR CONTACTING THE LOCAL BUILDING OFFICIAL FOR THE STRUCTURAL FRAMING INSPECTIOMS5 IF THE BUILDING OFFICIAL REQUIRES THAT THE INSPECTION(5) BE COMPLETED BY THE ENGINEER OF RECORD, THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD 72 HOURS PRIOR TO THE TIME WHEN THE INSPECTION(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 I5 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 RE SIMPSON STRONG -TIE IN ACCORDANCE WITH CATALOG C-2014. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL ALL CONNECTORS IN ACCORDANCE WITH MANA/FACTUREWS 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) L5TA 18 TENSION STRAP AT 16" O.C. STRAP TO BE INSTALLED OVER ROOF SHEATHING INTO RAFTERS W/ 1 0d COMMON NAILS TO RAFTERS. 2. ATTACH THE END OF EACH RAFTER/TRUSS TO THE DOUBLE TOP PLATE OF THE EXTERIOR WALL WITH (1) HZ.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' T','WALL FRAMING UPLIFT CONNECTIONS', IS NOT REQUIRED WHEN USING 1 HZA AT EVERY RAFTER 3. BLOCKING TO BE PROVIDED ABOVE 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 DIRECTLY TO DOUBLE TOP PLATE OF THE EXTERIOR WALL W/ (1) RBC CONNECTOR. FLOOR FRAMING CONNECTIONS 1. PROVIDE (2) 1 N14- WIDE LVLS UNDER INTERIOR SHEARWALLS WHEN PARALLEL TO THE FLOOR FRAMING DIRECTION. IF CS 16 COIL STRAPS ARE SPECIFIED AS HOLDDOWNS AT THE END OF THE SHEARWALL, WRAP THE STRAP(5) AROUND THE (2)1 %' WIDE LVLS AS SPECIFIED, WRAPPING THE STRAPS AROUND THE LVLS. IF HOLDOWN AT END OF SHEARWALL I5 A HDU TYPE, SUBSTITUTE (2)1 %m WIDE LVLS WITH 3 )S WIDE PARALLAM (M]IV). SEE DETAIL Q. ALL BEAMS HERE UNLE55 OTHERWISE SHOWN ON PLANS. 2. PROVIDE 3 U2" WIDE PARALL AM PSL BLOCKING OR (2)1 %" WIDE LVL BLOCKING UNDER INTERIOR SHEARWALLS WHEN JOISTS BELOW ARE PERPENDICULAR TO SHEARWALL PAD WEB OF TJI JOISTS AS NECESSARY, 3. ATTACH THE DOUBLE TOP PLATE OF THE EACH EXTERIOR WALL TO THE RIM BOARD OF THE FLOOR ABOVE WITH (1) LTP5 CONNECTOR AT 24" O.C. OR W/ (2) 10d TOE NAILS PER 12'. RIVER COD LLC 88 MERCHANT AVE YARMOUTH, MA 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 Y, NAILS TO THE STUD AND (6)10d NAILS TO THE DOUBLE TOP PLATE. CONNECTOR TO BE APPLIED DIRECTLY TO 2x FRAMING. ,�z� NOTE: NOT REQUIRED WHEN USING H2A CONNECTOR PER NOTE ON g 2. EXTERIOR WALL STUDS OF UPPER FLOORS TO BE ATTACHED TO STUDS ON THE FLOOR BELOW ACRO55 THE RIM BOARD WITH (1) C516 COIL STRAP AND M 10d NAILS AT EACH END OF STRAP, W/ A STRAP CUT LENGTH OF IS- • THE CLEAR SPAN ACROSS RIM BOARD. STRAPS TO BE SPACED AT 32' O.C. (EVERY OTHER STUD). STRAP IS NOT REQUIRED AT 5HEARWAIL HOLDDOWN LOCATIONS. C516 COIL STRAPS MAY BE APPLIED OVER PLYWOOD SHEATHING 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) . 5TRAP IS APPLIED DIRECTLY TO Zx FRAMING. 4. ATTACH FIRST FLOOR STUD TO RIM BOARD WITH (I)CSI6 STRAP AT 32" O.C. PROVIDE (6) IOd NAILS TO STUD AND (6) IDd NAILS TO RIM BOARD. ATTACH RIM BOARD TO FOUNDATION SILL PLATE WITH (1) D5P CLIP AT 32- O.C. 5. CONNECTIONS FOR WALL OPENING ELEMENTS (REFER TO DETAIL �) HEADER512E HEADER TO JACK STUD JACK STUD TO SOLE PLATE L= I'-O' TO 4'-0" (1) LSTA 9 (1) SP4 L= 4'-1' TO W-0' (2) LSTA 9 (2) SP4 " L= W-1" TO W-0" (2) LSTA 12 (2) SP4' L= W-1' TO 10'-0" (2) LSTA 15 (2) SPI46' -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 I5 ATTACHED DIRECTLY TO FOUNDATION STEM WALL OR CONCRETE SLAB. NOTE : L HEADERS 4'-1' AND LARGER REQUIRE (2) JACK STUDS AT EACH END OF THE HEADER (EXCEPT HERE NOTEDI 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 M46 STUD ACROSS THE RIM BOARD TO A STUD IN THE WALL BELOW. FOR CS 16 STRAP SIZE REFER TO NOTE'Z' ABOVE. FOR LOWEST LEVEL HEADERS PROVIDE (I) SSP CONNECTOR FROM EACH KING STUD TO THE SILL PLATE. 3. KU46 STUD TO RIMBOARO CONNECTION SPECIFIED IN NOTED' AND SHEARWALL SCHEDULE WALL TYPE SCHEDULE '%z' PLYWOOD - (EDGES BLOCKED) A\i 8d COMMON OR GALVANIZED BOX NAILS E' 6' O.C. EDGES AND 12. O.C. FIELD. 'PLYWOOD - (EDGES BLOCKED) Bd COMMON OR GALVANIZED BOX NAILS a 3. O.C. EDGES AND 12" O.C. FIELD. '%, PLYWOOD - (EDGES BLOCKED) U 8d COMMON OR GALVANIZED BOX NAILS a Z' O.C. EDGES AND 12" O.C. FIELD. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3' NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED. NOTE: FOR PLYWOOD SHEAR WALL TYPES 1, 2, AND 3 LISTED ABOVE, Rd COMMON OR GALVANIZED BOX NAILS = (0.131 x 2 W). GUN NAILS MATCHING THE NAIL DIAMETER AND LENGTH MAY BE USED AS A SUBSTITUTE. SOLE PLATE CONNECTION SCHEDULE CONNECTION TO FLOOR RIM BOARD WALL TYPE SOLE PLATE OONEOTION TO RIM BOARD �� (3) -16d COMMON WIRE NAILS PER 16' i�l t�-' (4)-16d COMMON WIRE NAILS PER IV 3�j") (3)-SWOOD SCRNDEWS PER 16" CONNEC_TI_O_N TO CONCRETE FOUNDATION FOUNDATION SILL PLATE CONNECTION TO CONCRETE 5/8 din ANCHOR BOLTS AT 32- o.c. NOTE : ANCHOR BOLTS REFERENCED ABOVE TO BE %- DIAMETER A307 STEEL ANCHOR BOLTS WITH 3'x 3"X Y4 PLATEWASHER WITH T MINIMUM EMBEDMENT INTO CONCRETE. ALTERNATE: TiTEN HD BOLTS WITH 3'x 3"x Y4' PLATEWASHER SHEARWALL CONSTRUCTION 1. ALL SHEARWALL5 TO HAVE DOUBLE TOP PLATES AND DOUBLE ZX 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 PLATES. SPLICE LENGTH TO BE A MINIMUM OF 4'-O" LONG. 3. NAILING FOR PERFORATED SHEARWALLS TO BE CONTINUED ABOVE AND BELOW ALL OPENINGS IN SHEAR WALL. 4. ATTACH DOUBLE ZX STUDS AND BUILT-UP CORNER STUDS AT SHEARWALL ENDS WITH (2) 16d NAILS AT 4- O.C. 5. REFER TO HOLD DOWN SCHEDULE FOR TIE DOWNS AT SHEARWALL ENDS SHEARWALL HOLDOWN SCHEDULE STRAP HOLDOWNS (I) - CS 16 COIL STRAP W/ (26) IOd (0.148' x 3" LONG) NAILS WHEN STRAP IS APPLIED OVER PLYWOOD SHEATHING. SAME NUMBER OF Bd (0.131 x 2 % LONG) NAILS MAY BE USED WHEN APPLIED DIRECTLY TO 2X FRAMING. APPLY HALF THE NUMBER OF NAILS (13) TO EACH END OF STRAP <. FOUNDATION & HDU HOLDOWNS HDU5-5052.5 W/ SSTB24 ANCHOR BOLT-. ATTACH HDU TO 3' (MIN) OF ZX OR GREATER FRAMING MATERIAL AND 5/a" THREADED ROD. CONNECT THREADED ROD TO ANCHOR BOLT WITH CND COUPLER NUT. I DUB-SD52.5 W/ SSTB28 ANCHOR BOLT-. ATTACH HDU TO 4 )4' (MIN) OF ZX OR GREATER FRAMING MATERIAL AND 7/a" THREADED ROD. CONNECT THREADED ROD TO ANCHOR BOLT WITH CNWI/ COUPLER NUT. * * ALL HDU HOLDOWN ANCHOR BOLTS TO BE ATTACHED TO FORMWORK &ATE DEVICE. LEGEND SHEARWALL TYPE 514EARWALL HOLDDOWN TYPE SHEARWALL HOLODOWN ----SHEARWALL nr PERFORATE S14EARWALL CONTINUE PLYWOOD ABOVE AND BELOW i \ OPENING WITH NAILING ACCORDING TO SPECIFIED SHEARWALL TYPE. )k XJ # OF KING AND JACK STUDS AT OPENINGS H W x U rn x J 0 O O U U a pC W a H - W cr W x 0 a a NO. REVISION/ISSUE DATE PROJECT ADDRESS: 88 MERCHANT AVE YARMOUTH,MA P-O- BOX 1879 44 UNDERPASS RD UNIT 2 BREWSTER, NA 02631 (774) 353-2144 JOB#-. 18-144 SHEET DATE:06-26-2019 G 1 • 0 SCALE: NONE C O 2g _0' A A4 2P o� I � J IN � SOAKING TUB KITCHEN / \ N I F (VERIFY CABINET LAYOUT W/ OWNERAFIT 2 9'-4• I 'x7' O LIN. 6 PANT i d �) I c V i ,r BATH I y I. ------- REF. I wTACK /D ;r I I -PHALL I I `n °v CL05_ N ZP I 2'S•x6 z 08" = I` -,+- N N I j LIVING - BEDROOM I I I FI UP 14 v I 3b' I I A FI K5T ELOOK PLAN FIR5T FLOOR = 784 5.F. SECOND FLOOR = 318 S.F. © 5MOKE/CARBON MONOXIDE DETECTORS GENERAL NOTES: 1.) CONTRACTOR 15 TO VERIFY ALL EXISTING CONDITIONS 4 DIMEN51ONS 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 0-1 1 " ABOVE 5UBFLOOR 4.) ALL WORK SHALL CONFORM TO THE MA55ACHU5ET75 STATE BUILDING CODE AND ALL OTHER APPLICABLE LOCAL CODE5 INCLUDING THE WFCM 110 MPH EXPOSURE B MANUAL 5.) ANY DISCREPANCIES, ERRORS AND/OR OMISSIONS IN THE NOTE5, DIMENSIONS, AND/OR DRAWINGS CONTAINED ON THE5E DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE DE5IGNEK PRIOR TO COMMENCEMENT OF CONSTRUCTION. PROCEEDING WITH CONSTRUCTION CONSTITUTES ACCEPTANCE OF THESE DOCUMENTS AND ANY DISCREPANCIES, ERRORS AND/OR OMISSIONS BECOME THE RESPONSIBILITY OF THE 2019 BUILDING CONTRACTOR. A. MOORE DESIGN CO. O P, B A4 A4 in Al P \�.. SHOWER \ / J BATH A -- -� r N + IN. CLO.N N HALL •�+� 5'-7' 2'-0' 4'-5' s 2J O N Fht�tlD 2JU B N BGC.���QVr 2_1 DN. Y'l 21 B cV N 3K ZK BEDROOM N lA b N 21 2 2J SECOND ELOOK PLAN Q 5MOKEICAR13ON MONOXIDE DETECTORS WINDOW 5CHEDULE MANUFACTURER'5 UNIT ROUGH OPENING REMARKS ANDER5EN TW 2452 2'-G IV x 5-4 7/8" DOUBLEHUNG IGDE TW 244G 2-G I/8" x W-8 7/5" DOUBLEHUNG A 21 2'-0 5/8"x 2'-0 5/8' AWNING TW 24310 2'-G 1/8" x 4'-0 7/8" DOUDLEHUNG TW 2432 2'-6 1/8' x 3'-4 7/8" 1 DOUBLEHUNG F TW 21052 3-0 1/2" x 5'-4 5/8" DOUBLEHUNG NOTE # I :CONTRACTOR TO VERIFY ALL QUANTITIES AND 51ZF-5 OF NEW WINDOWS WITH OWNER AND , ROUGH OPENINGS WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS STAMP: N N W Z Z Z, w •] Q W Q < x a W Ems-' N W w 3 W U) -4of - m U o ti �. c� W 00 0o Q O 0O Z � o 0 rn C0C rn Q cq Q ¢ NCIO W rZ ¢ 0 2 2cn 3 W O O a' o Q�� oW W z p'oDo�' 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 1 /4" = 1'-0" DATE: 7/12/2019 PROD. NO.: 2019-244 DWG. NO.: l�l :AL I x 8 RAKE BDS. x 2 DRIP BD. 12 TYPICAL ASPHALT �f — loft ROOF SHINGLES j - -- - _ TOP OF PLATE 1 r TYPICAL I x 5/1 x 6 CORNER BOARDS I I I � N:3 1 1 i l TYPICAL WHITE CEDAR - in !- SHINGLE 51DING 5.3 TO WEATHER T` an II I(I II I AT FRONT, 51101 TYPICAL I x 8 FASCIA IJ.iI� LlLIL�! n !I '1 II E REAR € FRIEZE I SECOND FLOOR SUBFLOOR 111111 I , JjI I�i '..I 1 ifI� r TOP OF PLATE �IILi� , IIIJ I III N _ n 0 I tl1 ,.I ❑A I J ❑A 5UBFLOWR _'..I fKONT ELEVATION GRADE VARIES IN FIELD 2 1.. TYPICAL ASPHALT I I1 II !1 ROOF SHINGLES OF TOP OF PLATE �19 II' � > .,I Z LJ LEI I�,. SECOND FLOOR - -- L.- TOP OF PLATE - I II 11 If 1 1 1 j 1 t ! ai I�liill _ ❑F � I f I FIRST FLOOR l III I��J -- - ®®®®®®® 'I�i111C1 FINISH GRADE VARIES -VERIFY IN FIELD I I , rJ_ 1 206s LEFT 51 DE ELEVATION ©BYY THOMAS A. MOORE DESIGN CO. TYPICAL I x 5/1 x 6 CORNER BOARDS — TYPICAL WHITE CEDAR SHINGLE 51DING 5":± TO WEATHER — TYPICAL A5PHALT ROOF SHINGLES r - 2. Ii�I , I 1 1 �llll' 1 I 1 111�IL..1I II II II III h ' a I I I I „ n� 1 '1 KEAK ELEVATION FINISH GRAI VERIFY IN FI .. t_!I_- I I C 11_I I _I I , 4 TYPICAL ASPHALT ROOF 511INGLES ---- N wzz z � Lo W zza LQ Ems-. N Cil U VI' W V (` O —TYPICAL I x 5/ 1 x 6 CORNER BOARDS —TYPICAL WHITE CEDAR W Ems"' ro O) DO SHINGLE SIDING 5'� TO WEATHER Q O 00 z� � O d7 C � 2 V LJ N W z¢x � m 3 w° o Q F_ C. cQ I ,L1.1I II u, T II It u I I L 1' 1 J UI, II llfl Il iI I li! II I �11TII11iI�11�Y�iI I� �' ;L I_ TI 41i -li j III I 1'r1�L1�J� �I I,I]1 I�J'�� 111 0 © A T III, ,I JI I _ !TLJ Il�i�l L I i I:I IJ �.�I I IJ III! I II 11ll1118lll��I l(i 1ll1111. ' 111 hill KIGNT SIDE ELEVATION WINDOW SCHEDULE TYPE MANUFACTURERS UNIT ROUGH OPENING REMARA5 A ANDERSEN TW 2452 2'-6 I/8' x 5-4 7/8' DOUBLEHUNG B TW 244G 2'-6 1 /8' x 4'-8 7/8' DOUBLEHUNG C A 21 2'-0 5/8' x 2'-0 5/8' AWNING D TW 24310 04. 1/8" x V-0 7/8' DOUBLEHUNG E TW 2432 2'-6 1 /8' x 3'-4 7/8" DOUBLEHUNG F TW 21052 3-0 1/2' x 5'-4 5/8' DOUBLEHUNG 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 W z THE PLA145 5nC:. , AF: E THE SOLE PROPERTY OF THE DESIGNER AND CAN NOT BE COPIED, REPRODUCED ANDii ALTERED WITHOUT THE EXPRE55 WRITTEN CONSENT OF THE DESIGNER SCALE: 1 /4" = 1'-0" DATE: 7/12/2019 PROD. Ni 2019-244 DWG. NO.: 2 o TYPICAL I O' x 20' CONCRETE FOOTING5 W/345 BAR5 4$. 3'-4' FROM BOTTOM A 3-P.T. 2 x 8' P.T. 2 x 8 LEDGE. /8' '- --- n LEDGORLOK BOLT ox. .T.2x8'5@ I G' c STA //GGERED. FLAS HIN� N lVl RIM for futU— deck 10' DIA. 50NOTUBE5 AT 4'0' DEEP BA5EMENT WINDOW ti I I I I G" TRU55 JOISTS I G' o.c p� (5E E5 GO) I F FINE.WALL I o o 8 oc I AT pPTOP I i � p I I I I � � 1 ro of I ®, i it 13A5E�T WI I GARAGE j a I ( (4' CONC. SLAB ON GRADE ! ! I ! of PITCH 2' TO O.H. DOOR) I I � I I m 1551 Y 1 b b I _ 1 FULL I I i BASEMENT 1 j W CONC. SLAB) DOORP OF FND. WALL I I I AT M� I ilI j i I I ( ! I I I ! I ! ' "N Eoo NT I b L--� --=—f— r — ——L�-- — -----j I a I A g A4 � j A4 10 JI(JI 1 O 0 _ H o I� 1 16' TRUSS JOISTS i I G' o.c. (SERIES 5GO) I L_ I 1 -r I, I I G, v5 1 — — — BASEMENT 8 U ! ! P.T. 2 x 8 LEDGER W/ (I) 5/8" �P.T.2x8's@ 16' o.c. I N a WINDOW LEDGORLOK BOLT A�}} I G' o.c. F i STAGGERED, FLAStTBEHIND �!\ _ 1 A4 3-P.T. 2 x Vs 13 A — B A4 A4 IQ' DIA. SONO UBE5 FOU N DATIOWI (SST FLOOK FRAM I NG }CLAN NOTE5: 1. FOUNDATION CONTRACTOR TO PROVIDE 5/5' DIA. ANCHOR BOLT5 AT 32' o.c. WITH MINIMUM EMBEDMENT OF 7' INTO CONCRETE. ALL 51LL PLATES TO BE CONNECTED USING 3'x3'x 1 /4' 5QUARE PLATE WASHERS. Q 5MOKE/CARBON MONOXIDE DETECTORS ® HEAT DETECTOR (DCOPYRIGHT 2019 BY THOMA5 A. MOOKE DE51GN CO. N Z, R :::) Lo — Ld v zz� Q w Q a W U � (n 4 m O cy) (� O c� [11 T G' 00 Q O 00 Z O [] ¢ N (0. X E- 3 w Q � C) E- a." m THE PLAN5 5HOWN ARE THE 50LE PROPERTY OF B THE DE5IGNER AND CAN NOT BE COPIED. REPRODUCED AND/OR ALTERED WITHOUT THE EXPRESS WRITTEN CON5ENT OF THE SECOND FLOOD FRAMING PLAN DATE : : NOTE 1 : ALL HEADERS TO BE 3-2 x 8'5 UNLE55 NOTED OTHERWISE 7/12/2019 NOTE 2: ALL P05T5 TO BE 4 x G UNLE55 OTHERWISE NOTED PROD. NO.: 2019-244 STAMP DWG. NO.: 0 5 10 15 20 A 3 t�j7 - - ------------ ---------------- ------ TYP. ROOF CON5T. I 2 x 10 ROOF RAFTERS @ I G' o.c. 1/2' CDX PLYWOOD ROOF SHEATHING ASPHALT ROOF 5HINGLE5 151.13. FELT PAPER i 8' MIN. SPRAY FOAM INSULATION 2 x 8 7NG!@ ROOF RAFTERS (R=40) 2 x12 RIDGEBOARD (UNLE55 NOTED OTHERWISE) i/2" tYP. BD. ON 2-13/4'xsI x 3 5tRAPP;NG @ 16" o.c. BEDROOM BATH 16' TRU55 JOISTS @ 16" o.c. I/2' GYP. BD. ON 4CON5T. TYP WA I x 3 STRAPPING @ 16' o.c. -2x U LIVING KM. 1/2'PLYWOC KITCHEN - 6' BATT IN51 - 1 /2' GYP. BC 3/4' T 4 G PLYWOOD - W.C. 5HINGL 5U5FLOOR- GLUED 4 NAILED -'TWEK I G" TRU55 JOISTS @ I G' o.c. /8. fIRECODIT GYP. BD. ON I x 3 STRAPPING @ I G' o.c. —TYPICALt GARAGE G FOUNOAT Wi z-xa e MIDDLE P F4" CONC. SLAB ( BELOW G BELOW rvo�re� A BUILDINGSECTION LIMIT. S� ©13YY OMA5 A. MOORE DESIGN CO. SECOND FLOOR 5UBFLOOR 16' TRU55 JOISTS @ 16" o.c. TOP OF PLATE � LL 1/2' GYP. BD. ON I x 3 STRAPPING @ I G" o.c. —2 x 4 STUDS @ I G" o.c. W/ 1/2' GYP. BD. @ 16" o.c. °Q 4 i BOTH SIDES 1) SHEATHING BEDROOM CATION (R=21) C4 HALL BATH N SIDING 3/4' T 4 G PLYWOOD 5UBFLOOR- GLUED 4 NAILED FIRST FLOOR SUBFLOOR _ 1 G' TRU55 JOISTS @ I G' o.c. 5/8"'FIRECODE' GYP. BD. ON I x 3 STRAPPING @ 16' o.c. " CONC. k R WALL AT TOP GARAGE YD ND BOTTOM 1 )OF ALL WALL5 4' CONC. SLAB LADE 0" 20" x - E FOOTINGS BOTTOM a BUILDING SECTION @ BDRS/BATHS rqJ A4 2'-� (GABLE DORMER) I a � J I 2 x 12 RIDGEBOARD I t I G'-O' -1 4 x 1/11 L Lo - 2-1 3/4" x 9 1/2' LVV, I WI m o cz — N1 1 N I I O'-G" q 26-01 (GABLE DORMER) B r-TYP. OVERBUILD ROOF CONSTRUCTION 2 x 8 RAFTERS @ 10 o.c. K0 0 f f RA M I N G FLAN NOTE 1: ALL ROOF RAFTERS TO DE TOP OF PLATE �N SECOND FLOOR 5UBFLOOR_ TOP OF PLATE O F N m FIRST FLOOR i 5UBfLOOR 2 x 10'5 @ I G" o.c. UNLE55 OTHERWISE NOTED NOTE 2: ALL DOOK WINDOW HEADERS TO 5E 3 - 2 x G UNLESS OTHERWISWE NOTED NOTE 3: ALL CEIUNG J015T5 2 x 6 I G" o.c. O 5 10 15 20 N N wzzco Z w QLo Z z W cz N W LiT V cn m p cn V (� CD Z co W � w E — 00 m Q p 00 CD Q p Q Q ¢ N W X Z Q W O Q (� W '. o w C L) �0o 00 �. Z 0'.'o� NOTE: THE PUNS SHOWN ARE THE SOLE PROPERTY OF THE DESIGNER AND CAN NOT BE COPIED, REPRODUCED AND/OR ALTERED WITHOUT THE E)(PRE55 WRITTEN CONSENT OF THE DESIGNER SCALE: 1 /4" = 1'-0" DATE: 7/12/2019 ,r^ GU 1 y-c44 .STAMP: DWG. NO.: d/11iW",b-r A 4 JACK 5TUD5 KING 5TUD5 (+K PERPL W) C,r PERfl w) OPENING 6516 C_ N' (k PER PL.AVSJ 1`f I HOLDOWN I I I _ (PexPc,w) a �— GMV GCXJPLCR RCGAk° MA"../TOP. DOLT v D5Pd(PCRGSNJ v v (PCkCfIJ) v 55rD110(.�JCJWNNJCI1Cik SECTION VIEW MODEL # DIA. MIN. EMBED. MIN. REBAR LENGTH SSTB16 518 12 Ye 50" SSTB20 518 16 ' 58' SST824 5/8 20 66' SST828 718 24 % 74' SSTB34 7/8 28 71V 82' SBIX30 1 24 98' NOTE: #4 REBAR TO BE CENTERED ON HOLDOWN AND LOCATED T TO S'DOWN FROM TOP OF FOUNDATION WALL PER SMPSON MANUFACTURERS SPECIFICATIONS. a " " MIN k4k P1W 55rGttOLDOWNAWXOR P05/r0N Al WALL PfR COGC Dl5TANCE 5/MP50N MAhCtFAGT(/kfR5 195'FOiP2X4W1iJ_ SPCGF10Arb1J5 Z75' FOR ZX6 WA1- MIN. REBAR LENGTH PLAN VIEW HOLD DOWN AT WINDOW OR DOOR OPENING CUILr / CORN R TU L P E 5 D5 (P[!t!JCrAL eJ MODEL# DIA. MIN. EMBED. MIN. REBAR LENGTH SSTB18 5/8 _ 12 50' SSTB20 5!8 16 58' C516 STKN' I I SSTB24 5/8 20 66" SSTB28 7/8 24 • 74" (APPIZOPCP6fN) CA`PP.RPLNJS) nW L IPCRPLANJ SSTB34 718 28 82• SB1x30 1 _ 24" 967 ROTE: 04 REBAR TO BE CENTERED ON HOLDOWN AND LOCATED a. TtiRfADED ROD 3T04 DOWN FROM TOP OF FOUNDATION WALL PER SIMPSON MANUFACTURERS SPECIFICATIONS. MIN. REBAR nS+nIPERGSN) 4"4 REBAR 3" TO 5" CNW Q9UPL1'R r4 K,CDrtFy 1.77" FOR ZX4 WALLz 2.75" POP ZX6 WALL eDGe nlSTNvCCM7'Or. m ° ° 55770 HOLW 51LLPLATC d PLACf557-PM ANGt101PGOLT SSTGnOLDO�(NMICJtOK OrANGIOP (PfK GSN) ° COKNtP HOLD DOWN AT INTERIOR BUILDING CORNER 2X HLOCKtIJG OP/WrEN RNTCPS F00FtlHfArtl7N6 (NOTLNPOAIENrILVIONIFRCQUIPEL)) �ROOF_fWtArti/NG (RfFCRTO AkG1trE07U9At EDGE NNLING PLAN5 FOR MORf DETNILJ ROOF RN'TfK PCR PLNJ r- EDCC NNL/N6 ROOF RA TCP PEK PLAN ()7jFfRTo -� APGI11rECTUR'AL PLNJ5 FOR RN°rEK DIMfN51ON5NJD EAVf OCTNLING) DOUHLf Zx TOP PLATE DCTJDLCZXTOPPLATf � IR I �—TSP(MSTALlfArHl TO PLriNOOD StlfArillNG) GCN1 UR tlfAn1R 2X 5TUD5 E NOTNOT REQUIRED IF H2A OF 5HOWN ON PL WtO IS USED AT VERY RAFTER I125A SECTION VIEW (IN5TALLPRIOR T0Ot-OrJNt, ELEVATION VIEW NJD PLriYoOD 51lfArn1NGJ ALTERNATE: HZA RAFTER TO TOP PLATE 6YllLT UP COKNEKSTUDS CPfR DfrNL �) it G5I65TKN' PDUH01DUWN (APPGfDPCRGSN) IFfKPLAN) (� PCK PLNJ5J TtlkfADED KO 7 DSP(PeKCiSNJ �'ro y' Ji ° A"4 KeDAP a ° 51LLPLATf �d °GvN(GO(JPLfR - ° d ANGt10K DOLT 59'rH 110L0CN/1. N.C,IfOK d (PERG5N) a MODEL# DIA. MIN. EMBED. MIN. REBAR LENGTH SSTB16 5/8 12)V 50"- SSTB20 5/8 16 " 58" SSTB24 5/8 20 ' 68' SSTB28 7/8 24 4- 74" SSTB34 7/8 28 h" - 82- - Sir — BB1x30 1 _ -- 24' NOTE: #4 REBAR TO BE CENTERED ON HOLDOWN AND LOCATED 7TOW DOWN FROM TOP OF FOUNDATION WALL PER SIMPSON MANUFACTURERS SPECIFICATIONS. 4'4 PCHAK x SSTG 110LIA74�N NJGTOK PIK-' 55TP APROW ON TOP x OF ANCMK DIAGONAL W ZCOPNfPAPPLGArl0N J CD(af D15T1AC:f 1.75" POP ZX4 WALL MIN-REBAR 2.75"FOR ZX6 WALL HOLD DOWN AT EXTERIOR BUILDING CORNER GUILT UP 5TUD5 mm DfrNL �) II "ILYJ rul-DOWN -� (PfR PLAN) r,WAI,AA (I'll PLAN) PLATE WAStICR 7_HKENJfD ROD • NOTE DRILL HOLE FOR THREADED ROD THROUGH PARALLAM AND ATTACH W/ NUTAND3"x3"XA PLATE WASHER INTERIOR HOLD DOWN INTO BEAM IN FLOOR FRAMING �f v.4 r.rxrr G•O.C. 4' O.C. tKJLU nGWN ++ (PCRPLAWY) 9 PLAN VIEW ELEVATION VIEW NOTES 1. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH (2) ROWS OF 16d (0.162-x 3.5-) NAILS AT 6' D.C. FOR 2ND STORY SHEARWALLS. 2. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH (2) ROWS OF 16d (0.162'x 3.5-) NAILS AT 4" O.C. STAGGERED FOR 1 ST STORY SHEARWALLS. LSTA 5TPAPAT 16" (P[K GSN) ROOF 5HfArttlN6 (1) IOANNL5 (fA W CND) ++++ ++----+++++++ --- 5fEAL:rEkNATr -- ROOF kAFTCK'S PEk Pl W 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. STRUCTURAL RIDGE BEAMI •1vr r-rnrr 6" O.C. 4" O.C. 6,6 Df. P05T + + + + + I t1OLD DOWN + + + + (PfkPLNJJ + PLAN VIEW ELEVATION VIEW NOTES 1. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH (2) ROWS OF 16d (D.162-x 3.51 NAILS AT 6" O.C. FOR 2ND STORY SHEARWALLS. 2. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH (2) ROWS OF 16d (0-162'x 3.5') NAILS AT 4" O.C. STAGGERED FOR 1 ST STORY SHEARWALLS. BUILT—UP CORNER AT END OF SHEARWALL {-A H J W � A o CU LLJ �y w °a a NO. REVISION/ISSUE DATE PROJECT ADDRESS: 88 MERCHANT AVE YARMOUTH,MA PA KENO' P.O. BOX 1879 44 UNDERPASS RD UNIT 2 BREWSTER' MA 02631 (774) 353-2144 JOB/: 18-144 SHEET DATE:06-26-2019 n . �T SCALE: NONE ---- - - --- -- CONSTRUCTION NOTES.: _ - TP RIMBOARD L) WELD BASE PLATES TO VERTICAL TUBE STEEL POSTS, POSTS TO BE SHEATHING FILLER ATTACHED TO CONCRETE FOUNDATION WITH (4) -" THREADED RODS WITHSIMPSON SET EPDXY WITH 10' MIN. EMBEDMENT. BLE TOP PLATE r DOU HEADER OR rECIFIED (IF RE Q D) 2) COLUMNS TO BE SPLIT AT BEAM LOCATIONS AND WELDED TO F�1 (z) z x 12 • - - - • iCAL, REFER To PLAN FOR SPE HEADER RMUIREME-S) FLITCH PLATES TO PROVIDE MOMENT CONNECTION. �( --,I FACE OF WALL) —LSTA24 STRAP CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO I W LST STRAP (INSIDE HEADER (2) 2x6 (INSIDE FACE OF WALL) C TRUCTZCKJ. HEADER TO O FASTEN TOP PLA TO HEADER WITH (2) ROWS OF 16d SI R NAILS AT 3' O.C. (2)-2x6 FLITCH TE (1) EL STE"x 9" W/ (z) LVL x 9 r , FASTEN SHEATHING TO ADER WITH ad COMMON OR GALVANIZED BOX NAA.S 3" GRID PATTERN AS PROVIDE KNffE PROVIDE KNIFE CVTAND WELD CUT AND WELD CON NL CONNECTION. fy SHOWN AND 3' O.C. IN ALL FRA (5TUDS, FABRICCATORATOR TO BLOCKING AND SILLS) TYP. PROVIDE DETAIL FABRICATOR TO PROVIDE DETAILui FD (2)-2x6 FOR A PANEL F EDGE 2x6 FRAMING FLITCH PLATE sTra x n w/ (2 ul x 11 E" I ` J NEEDED ANEL 15/� STRUCTURAL SHABLOCKED, AND 24" OF H55 POST AS SPECIFIED H55 POSTAS V .. PANEL SHEATHING R WITHIN D- HEIGHT OF WALL. BLOCKING SHALL BE 5THD14 HOLDOWN SPE CIED BASE PLATE AS SPECIFIED I W F J MrN.2'X2")0%6' NAILED PLATE WAS R' (3) 6d 5INKKE 5 i E AS BASE � FLED r i � O w -ID44 HOLDOWN DIA.ANCHOR BOLT ,. MIN. EMBEDMENT) SIDE ELEVATION APA PORTAL WALL NOT TO SCALE, FOR EXAMPLE ONLY1 SUBSERVIATE TO TT-100F) 14EEADER SIZE L=1'1r TO 4'-W (1)LSTA9 (1)SP4 PE'R6K � I STRUCTURAL TO B-0" (2) LSTA9 (2) SP4 (1) SSP (1) CS 16 - (6) Bd NAILS PER KING EACH END OF STRAP PLYWOOD SHEATHING TO I L: 4'-1' PER EACH KING STUD MATCH ELSW ERE. NAIL DOUBLE ROW L- 6'-1" TO B-W (2) LSTA 12 (2) SP4 (I SSP PERKING (SEE NOTE'41 OF 6d NAILS AT r— TOP AND BOTTOM OF PP (n LS7A t5 (2) SPF16 PEN KNG EE NOTE 6 PLA7EE TO 18-0" (2) ST2122 (2) SPH6 E SSP PERKWG HEADER ® © Q HEADER SIZE W _ _ -- (t)-csla (1)SSP L=1'-0" TO 4'-(r mod PER KING STRUCTURAL (1)SSP PLYWOOD I SHEATHING T( — W-ca la L=4-1"TOs*-w ( PERKING ACS16D1Sd ECH EN(6OF SR MATCH ELSWHE) —_ 1PER EACH KING STUD NAIL DOUBLE R( L= lr-1"TO 64r pT-cs to wr R1 w SEE NOTE (i) SSP g PER KING (SEE NOTE -4) OF ed NAILS AT V - FACJI END W-cats �_.� 1 (1)SSP I ALTERNATE TOP AND BOTTOF PANEL INTO DOU L=Ir-1"TO10'-C PERKING, SEE NOTE TOP PLATE AN HEADER .—._ (i) SSP L=1D'-i•T016-Ir WST2122 •PER KING .NOTES: 1. HEADERS 1- AND LARGER REQUIRE (2) JACK STUDS AT EACH END OF THE HEADER. 2. CONNECTORS SPECIFIED ABOVE SHALL BE AT DIRECTLY TO 2X FRAMING MEMBERS. ]. NAIL FULL HEIGHT JACK STUDS TO KING STUDS WITH (2)-16D NALS PER 6" O.C. (CUP 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. S. IF WALL SITS ON FOUNDATION WrrH NO RIM JOIST. USE SSP CONNECTORS PER KING STUD ATTACHED TO BOTH PIATEES- FRAMING AT WINDOW AND DOOR OPEN1NUb STEEL MOMENT FRAME EXTERIOR WAL (NOT TO SCALE, FOR EXAMPLE ONLY L !' Q VIEW O /mtim µKAIAC l i k3 PCk PL,K5 u-•r)�• - Tx>rnvrer,<nn OrPLATC3(MIN)AVD X21FCOtl£CrvWLP(SraCraOnvJMxr;'.n[KAvPerJrCxFfP'IHrO9NJcT)r0 a a Ili PLAN NO.I REVISION/ISSUEI DATE EPROJECTRESS: VE A I N,IE- M K t471G P.O. BOX 1879 44 UNDERPASS RD UNIT 2 BREWSTER, NA 02631 (774) 353-2144 a MOMENT FRAME bA5E rLHlr (NOT TO SCALE, FOR EXAMPLE ONLY') JOBJ: 18-144 !SH!L1EL- -TDATE:O6-26-2019 SCALE: NONE