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HomeMy WebLinkAbout2022 Sign off Transmittal - New 4 bdr home8" 0 ANCHOR BOLTS 32" O.C. AND 12" MAX. FROM CORNERS WITH N 3"x3'1x4' PLATE WASHER WITH MINIMUM 7" EMBEDMENT INTO CONCRETE / +/-1 2" FROM FINISH GRA / TO TOP OF STEM WALL / (2) #4 CONT. HORIZONTAL BAR "T 12" M INSTALLED 3"-5" FROM TOP AT THE TOP AND MIDDLE OF THE STEM / g WALL CONCRETE FOOTING PLACED PRIOR TO STEM %� N (3) #5 CONT. HORIZONTAL BAR LOCATED 3" FROM THE BOTTOM 10 N OF THE FOOTING I G" GARAGE CONCRETE STEM WALL AND SPREAD FOOTING DETA L SCALE: 114'— I' -O" 24" 8" 0 ANCHOR BOLTS 32" O.C. WITH 3"x3"x4" PLATE WASHER WITH MINIMUM 7" EMBEDMENT INTO CONCRETE (2) #4 CONT. HORIZONTAL BAR INSTALLED 3"-5" FROM TOP AT THE TOP/MIDDLE/BOTTOM OF THE STEM WALL. 1 - FALjNOF S`rq 11-011 24'-0" e 41 -O11 2� .MARK MCKENZIE r, c CIVIL No. 39068 O OG1STEt - - sroMAI I ------- - - - - -; I I I I I � �0 liOLATED SPREAD F007ING SCHEDULE. O I REINFORCEMENT n - - (SEENOTES1,2) N (A7#5 (SEE NOTES 1,2) -- i F IIII 1 - FALjNOF S`rq 11-011 24'-0" e 41 -O11 2� .MARK MCKENZIE r, c CIVIL No. 39068 O OG1STEt - - sroMAI I ------- - - - - -; I I I I I � �0 liOLATED SPREAD F007ING SCHEDULE. EcorlaBLD.1 I REINFORCEMENT n - - (SEENOTES1,2) FB 1"G'x3-01Fi'-0" (A7#5 (SEE NOTES 1,2) -- -� Q g Q I STRUCTURAL 2-8-22 O I o�n�� 1)1)&L HORIZONTAL REIN WREEMENiIN FOOnNG51SSp REIN FACH DIRECTON 0 p� z w = w I I - _ I 2) ALL HORIZONTAL REINFORLEMENTIS TO RE ELACEOAT THE BOTTOM OF THE FEEnWHEW11-CLEARFROMBOTIOMOEFOOT/NG ° ° I - i '�.� 2H Min: I Seovle F—fmnd Plan I I— w u- Q p I P G - -__ — 3b�'�9 FEB 0 9 2022 SLOPE TO DRAII II o" I I SLAB ON GRADE I Footing -See Fad Pian HEALTH DEPT. COMPACTED FILL C0 i I TYB STEP FOOTING DETAIL _ - Scale: 1/2" 1'-0" - 4" SLAB W/FIBER N I w0 < 0 cgn INFORCEMENT OR I CL w z IL Gx W2.9xW2.9 WWF I O O_ v O C — 10" 0 CONCRETE FILLED 50NOTUBE m d D< p I P-7 ON 24" 0 BIGFOOT BP24 I I _ I _ AT 50NOTUBE5 PROVIDE 51MP50N I I: p�F-pw CONTROL JOINT - - - - -- - ---- j ( Q O SPACING: EVERY 8' I - r ABUGGZ FOR BEAM TO 51T IN TO 12' IN 4" SLAB; I I - - - - Ad - - - - - � TO HOLD OFF CONCRETE JOINT DEPTH: 4' TO I " I I I GARAGE ANCHORAGE TO FOUNDATION I w z O ANCHOR BOLTS 32 O.C. AND 12" MAX. LuI j ~O I I FROM CORNERS WITH �o ° I I n II In WITH MINIMUM +/-12" FROM FINISH GRADE TO TOP OF STEM WALL j 12" M Q O cp i� y� CONCRETE FOOTING PLACED o PRIOR TO STEM (3) #5 CONT. HORIZONTAL BAR LOCATED 3" FROM THE BOTTOM 1011 OF THE FOOTING 18" BASEMENT CONCRETE STEM WALL AND SPREAD FOOTING DETAIL SCALE: 114"= 11-011 O ,L ( I 3x3 x4 PLATE WASHER w I OSEE STEP DETAIL - - - - - - I I 5 I I 7" EMBEDMENT INTO CONCRETE A P -G `� $ IO I I HOUSE ANCHORAGE TO FOUNDATION: F - - g-44 - - - 4'- I I - - - - 91 Q 14 - 8" 0 ANCHOR BOLTS 32" O.C. AND 12" MAX. DI I - FROM CORNERS WITH 17, 17, mo I I I I 3"x3"x4' PLATE -WASHER WITH MINIMUM o I I c0�� cOC9I I I 7" EMBEDMENT INTO CONCRETE In O5 I I �- �- --- - - ----------------- - - - - -- - - --� OI �_ nn nn el� I I I I F I I I I I I I i I I k I I Cpl L I I rJ =-_-- - -- --- - J (3T I' 4' x 118" LVL _ CONTINUO05 P.T.3)2x 10 �- -----_- -- n - - - - --_---- - - - — - 111 -(IIIIIII IIII - IIII -- -� F IIII F3 III1T ° 150LATION JOINT In L6 ' IIII IIII IIII flit up IIII IIII IIII U'— 1 I -jII r� BETWEEN SLAB s IIII 0 SD 01 (2) I _ 4R x 9 �_ 2 " LVL IIII AND WALL 1111 iN (�)°O II w II II IIII IIII I- IIII II o I NO111 ! IIII 3/O UP XIIII IIII G�l�� CONTROL JOINTS Illlm IIII v FULL FOUNDATION - 11 II I) II F3 IN IIII - S� 1 - IIII - IIII BASEMENT II II�G�J (3) 14:I x 5 'LV I mIN_- a� tII I IIII 1 -IN q I !G �! I '� 2-5PAN CONTINUOUS F4 1 F3_ _ r , - - r--_ 2=S AN CONTINUOUS F3 X11 lUl _ Til N I X111 (3) 1 411 x I I Z" LVL IIII 1 - I- (3)I 1411 x I 1 8'L LVL m (2) 13jx9 11LVL I L-- 4_ 2 =1 --=--1= -1==_ -I-- � _ten - =__ ==-I-_ e -----=L- O! C9 J II I I ==-======_ 1 1 G2 2� �I11 41 �10'-4 4 4 qw O _III F4= 42"x4211x 1 G" IH m� IIII I v)III I _IIII. fib'/(5) #5 EACH WAY IIII I' Cf) IIII IIII I I v IIII T1I---- I � --- ---- -- ----- ------ -- I 1-4 I5 0 L— — — — — — 1 o I v 12 IS d I I to � 1 1 7'-9.1 I DROP BULKHEAD I WALLS G" BELOW MAIN FOUNDATION WALL co �O Ln I i d I I e 0 e- - - -- 3n 8" r-- ------ ----� I (3) 1 4"x I I Z" LVL I r ---POR AL FRAME PORTAL FRAME L (3) 1 4 x I I- LVL (SEE TYPICAL DETAIL) (SEE TY ICAL DETAIL) e I I I I B7 A q P-7 I I I 1 I I P -G L- - - - -- -- -- I I L - - -- - - -- I s -$__ $ I i d1 14 PORTAL FRAME 14 I.4 m 14 14 (SEEOTYPICAL DETAIL) 14 114 (SEE TYPICAL DETAIL) I 01 1 0'-011 1 151-011 I G�011 151-011 10'-0" 01I I I I I 'GI -0" AT 50NOTUBE5 PROVIDE �O --- - - - 51MP50N ABUGGZ FOR BEAM ° 72' 71-211 7'-2' GT-2 ROff, TO SIT IN TO HOLD OFF CONCRETE (TYPICAL) I 0 0 CONCRETE FILLED C SONOTUBE ON 24" 0 BIGfOOT P-7 DF24 (TYPICAL) P05ED FOUNDATION/BASEMENT PLAN .PRO NORTH SCALE: 1/4"= I 1—Oa TYPICAL NOTE (OWNER TO CONSIDER) I) If INTENTION IS FOR BEAMS TO BE DROPPED THERE NEEDS TO BE BEAM POCKETS IN THE FOUNDATION WALL FOR BEAMS TO 51T IN. 2) IF INTENTION IS FOR BEAMS TO BE FLUSH WITH THE JOISTS THEN 118" NEED TO BE NOTCHED AT THE ENDS TO ALLOW TO BEAR ON P.T. 2xG SILL PLATES ON FOUNDATION WALL AS RIGHT NOW THE FOUNDATION WALL HEIGHT IS SET BASED ON 9 ?'/2x 10 JOISTS. OLC) 73W ..CONTINUOUS P T (3)2x 10 � == CONTINUO05 P.T.3)2x 10 �- -----_- -- P CONTINUOUS T. (3)2x10 ,- _ _ --_ ---_ - AT 50NOTUBE5 PROVIDE �O --- - - - 51MP50N ABUGGZ FOR BEAM ° 72' 71-211 7'-2' GT-2 ROff, TO SIT IN TO HOLD OFF CONCRETE (TYPICAL) I 0 0 CONCRETE FILLED C SONOTUBE ON 24" 0 BIGfOOT P-7 DF24 (TYPICAL) P05ED FOUNDATION/BASEMENT PLAN .PRO NORTH SCALE: 1/4"= I 1—Oa TYPICAL NOTE (OWNER TO CONSIDER) I) If INTENTION IS FOR BEAMS TO BE DROPPED THERE NEEDS TO BE BEAM POCKETS IN THE FOUNDATION WALL FOR BEAMS TO 51T IN. 2) IF INTENTION IS FOR BEAMS TO BE FLUSH WITH THE JOISTS THEN 118" NEED TO BE NOTCHED AT THE ENDS TO ALLOW TO BEAR ON P.T. 2xG SILL PLATES ON FOUNDATION WALL AS RIGHT NOW THE FOUNDATION WALL HEIGHT IS SET BASED ON 9 ?'/2x 10 JOISTS. OLC) 73W N O ° L6 ' O c) LO -7f U'— ° Q0 x o s 1 '-o 24'-0" 6'-8" W c FEB Q 9 ZOZZ O © W HEALTH DEPT. GENERAL NOTES m Fr - - _ J� - ALL CONSTRUCTION TO CONFORM TO THE NINTH EDITION OF THE IMASSACHUSETTS STATE BUILDING CODE (780 CMR) AND MASSACHUSETTS �o AMENDMENTS TO THE INTERNATIONAL RESIDENTIAL CODE 2018. - THE OWNER AND/OR CONTRACTOR WILL BE RESPONSIBLE FOR ALL ASPECTS OF THE PLAN AND FOR ANY CHANGES TO THE PLANS AND CHANGES DURING CONSTRUCTION, O THE OWNER AND/OR CONTRACTOR 15 RESPONSIBLE FOR OBTAINING ALL TOWN PERMITS AND BOARD — -- - SIGN OFFS TO START CONSTRUCTION. �q I THE CONTRACTOR SHALL VERIFY ALL DIMEN51ONS AND EXISTING CONDITIONS E PRIOR TO THE START OF WORK. NOTIFY OF ANY SIGNIFICANT CHANGES IN P-6 CONTROL JOINT SPACING: E 0 DIMENSIONS OR CONDITIONS: EVERY 8' TO 12' IN 4" SLAB; P-6 _ CONTRACTOR TO VERIFY ALL INTERIOR AND EXTERIOR MATERIALS, DETAILS, LU - JOINT DEPTH: 4" TO i AND FINISHES IN THE FIELD WITH OWNER. 2 CAR GARAGE - THESE PLANS CAN NOT BE USED FOR CONSTRUCTION UNLESS REVIEWED AND STAMPED to v BY A STRUCTURAL ENGINEER. 15'-0" x 30'-0" -1F PLANS DO NOT REQUIRE TO BE REVIEWED AND STAMPED BY A STRUCTURAL ENGINEER, LA CASA 4 CONCRETE SLAB WI I POOL cv I FIBER MESH REINFORCING I STUDIO I5 NOT RE5PON5ABLE FOR CON5TRUCTIQN MEANS, METHODS, TECHNIQUES, AND SAFETY. I - OHD o SLOPE TO DRAIN - LA CASA STUDIO 15 NOT RE5PON5ABLE FOR HAZARDOUS MATERIALS DISCOVERED ON THE SITE, m p INCLUDING ASBESTOS OR LEAD PAINT. - CONTRACTOR TO VERIFY WINDOW * DOOR DIMENSIONS AND.QUANTITY, AND GRILLE W CONFIGURATIONS BEFORE ORDERING. I II 12" DEEP WRAP AROUND STEP — --- 5/8" TYPE X FIRE-RE515 ANT I D A GYPSUM BOARD f P_G P_G I WALL BETWEEN GARAG AND HOUSE 1 1 4'-3" 121-31 GI -011 O T P 8" DOWN T P 8" DOW O 10'-3" 21_3" 4'- 114 I O'-4" 4'-94 5 I d FENCE 3/O — — — C9 -" - 112 BATH �o O PANTRY OD - p Q DECK 2!4O p cn > U 2/4 4 O C 214 3 / SUP � I I 2x6 WALL \ UD / 2xG WALL - BILCO BASEMENT DOOR \ I i w -------_--- DOOR SIZE:C in \ \ / / �sD - - - WALK-IN Oco EXTENSION: 24" MASTER BEDROOM # I CLOSET O ® -� FASHER I I OPEN T� ABOVE DW (I / 10' 0' \ 7.. 10'-01 It g' -G -I LANDING MUDROOM DRYER ( KITCHEN / \ 2 2 Gx4 O I / LIVIN_ Gj� N W O O I / - _ 4'-0' 4x9 -G" 1 " / i \ 10"x4' " PROPOSED FI RST FLOOR PLAN m ISLAND / 2/G - — — — — — \ N N SCALE: 114"= 1'-0" N O RTN DN 2/G HOWE BUILDING SQUARE FOOTAGE5 2'_O" 2 5._0,. '-6 f l J ti - o ® 2 HOUSE: 2,051 SQ. FT. m- - - - - - -- - I MASTER BATH # I GARAGE 448 5Q. FT. - - - 708 5Q. FT. B OFFICE --- -T- - - --- - -- m 2xG WALL TOTAL: 3,207 SQ. FT. O85 50. FT. ( FO ER I I 2xG WALL _� Bw', al Openmo, protection in LOUNGE a B O enln s between the ara e and residence shall be I„ N TUB O.m equlpp d with solid wood doors not less than 13/8 Inches In 2-1 W DINING 10'-g" I I'- " �t thickness, solid or honeycomb- core steel doors not less than 13/8 Inches thick, or 20 -minute fire -rated doors, - equipped with a self-closmg device. © W is i La L7�e B B O O GENERAL NOTE: MAKE SURE THERE 15 ENOUGH B - P-7 SPACE FOR 3 1/2" CASING AT ALL DOORS �o B - - - - -- - - 3" TYP Ln \Z-7 A ALARM LEGEND W OA OA OA W PO CH —WI P_G WOOO4-g1u 4' i_ COMPOSITE DECKI BILL)ESTONE04 SMOKE DETECTOR 7 G '-0-T_GT-GI 4-9 4'8 8 -9 4 4 ! CARBON MONOXIDE DETECTOR 10'-O" IOHD — HEAT DETECTOR 1 5'-0.' 16' O" 15'-0" I 10 -011 13 ELECTRICAL SYMBOL KEY LJ - WALL MOUNTED LIGHT 66'-0" - SURFACE MOUNTED CEILING LIGHT Yarmouth Health Department APPROVED' C S'7Z,i&,_, A-7 Name Date r,� VI 75 N -N Q _ v �0 0 O QULn O U_0 x o o Qm a - r,� I