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BP-75142CTURE 15 LOCATED IN 110 m h EXPOSURE CATEGORY "B" AREA. THIS STRUCTURE SHALL BE CONSTRUCTED IN COMPUTANC THErCOMMONWEALTH OF AND -PAGE DRAWING INDEX z TIH15 5TRU P PAPER A550CIATION WOOD FRAME CON5TRUCTION MANUAL FOR ONE AND TWO FAMILY OWELLING5. 110 mph EXF05URE B WILL USE n o MA55ACHU5ETT5 VERSION OF THE CHECKLIST PEP (750 CMR 51 - R301.2.1.1 DE51GN CRITERIA). 1.00 COVER SHEET & INDEX 1 Q V 2 J Z -x 2.00 FOUNDATION PLANuj 0 3 p 3.00 1ST FLOOR PLAN H 4.00 2ND FLOOR PLAN 4 � x 5.00 FRONT ELEVATION 5 v w 6.00 REAR ELEVATION s W Z o z HAMP6.01 LEFT ELEVATION Lo z ON 6.02 RIGHT ELEVATION s z > w 9 Q 6.03 3D OVERVIEWS °C 0 2'LARGIER. 7.00 CROSS SECTION - A 10 Q RAGE 7.01 CROSS SECTION - B 11 0 of- GA 7.02 CROSS SECTIONS — C & D 12 8.00 WINDOW I DOOR SCHDLS. 13 W w 9.00 CABINET PLANS 14 K ¢ o 10.00 ELECTRICAL PLAN - BSMNT 15 o rn 10.01 ELECTRICAL PLAN 1ST FL. 16 10.02 ELECTRICAL PLAN - 2ND FL. 1 w o 11.00 1ST FLOOR TILE PLAN 18 ll.01 2ND FLOOR TILE PLAN 19 z -- } U 12 ll.02 HARDWOOD FLOOR PLAN 20 z N 11.03 CARPET FLOOR PLAN 21 :D u 3 ®S w ll0 WIND PLAN NOTES z 22 12.00 s� W x , ^4�U wa 12.01 ll0 WIND PLAN NOTES 23 W co 12.02 110 WIND PLAN NOTES 24 12NMI.03 ll0 WIND PLAN NOTES 25 Z N Lu it 13.00 WALL FP:AMING - 1ST FL. 26 o j 13.01 WALL F�G -2ND FL. 27 z _ w I� W d. DC 0 TJ > �✓CLco ;� Lu w Fir } V �- r P i N ��L DATE: 1 o 9/18/14 Cl Q � DRAWN BY Ln Jim a z SHEET # o W Ln0 I _ I HOU5E - ? TOP OF 50N0 TUBES ??? — — — — — — A5PECT RATIO = 1.0 FOUNDATION PLAN — — _ _ _ ANCHOR 5OLT 5PACING NOT �� ��A��. I (2)PT2X12'eJ 4x4PTP05T'�/ I WIDTH '=32" � 14" CONCRETE FILLED SONG i 7-2" 5' 39'-10" OUTLINE OF DECK 22'-1" 11'-2" 6' 7 IN rrp V z U _ < o Q U Z Q o w � 30686-PANEL DOOR — — — — — — — — — — — — — — — -- — . — — — — — — DROP 4' O°— — FULL HEIGHT BA5EMENT 4"POURED CONCRETE SLAB �Frr-- � 36" x 36" X 12" POURED SD CONCRETE LALLY COLUMN PAD L 31/2" CONCRETE FILLED LALLY COLUMNS I.I �3 • I -I • • 8'-5" 8'-5" 8'-6" 11' 12'-4" N 2' I WIO x 19 STEEL 1-BEAM BEAM POCKET: BEAM POCKET: 6' WIDE / 9" HIGH! 5" DEEP 6" WIDEl9" HIGH / 5" DEEP 6 g I r — — —� I 12" DEEP POURED N I I CONCRETE FOOTING 5D 16" X 10" CONTINUOUS CONCRETE FOOTING FULL HEIGHT GARAGE FOUNDATION lz 1 8" XT 9" POURED I N I I IL _ z �-< flQ �< �m <� <0a= o LuUV- I: z <QQ0 1.--------------- v I ANCHOR 13OLTSFACING=56" WIDTH 22' 16' 10" 13'-2" ANCHOR BOLT SPACING = 72" 52 I i I O t0 V z -x � H f- m � H H = V W � W � Z o Z H u- ui ix z tV # O H Q Z W w �-- _ _ D o LL LU O O LL ate.. �- DATE: N Q O 9/18/14 DRAWN BY 1 14' DECK DN ° u 12'-0" x 10'-011 a Q v 52' w Z 51LC0 51ZE *5L* �— 12'-81/2" ° H 2' 3T 31/2 I- H m 3' 8' 3" 12' 1/2 4'-10" 6'-11/2" 6'-7" LU d H 0 w = o � m H a U X ' W 3 5 "341�534 JELD WEN 6 68 SLIDER H 2442-21 � o Z Z W Q w Q Z i136'. W2]3Fi DCN2a"Y._ CROWN & SHADOW � O H ,— —�eie� Doti I `�'`�' 1` F z H — _ MOULDING -PANEL r_ MOULDING & CHAIR RAIL > w L z ���B---OXED CEILING CROWNw MOULDING — m FRA�EDOWN> II DINETTE KITCHEN 'z (HRDWD) (HRDWD) 2 s a —T — — e DINING ROOM z Q FAMILY ROOM II B3G 1 6 (HRDWD) o —� L (HRDWD) I I GRANITE TOP5 KITCHEN &15LAND w I I N II I a w 8'-21/2" 3. N — — 11068 3. Q � I a N ° ' 1+_6„ w3o36 w s,82 M�cLosET 20068 GLA5515-LITE 000R5 '~ , =R e�eEDaM- — — — — CR WN :pWDR SD Z�' ZING BOXED CEILING- �- z - m '� (FRAME DOWN) —� .(TILE) ci9.i CO - _ o m o v L- - y 02: 4 4 I Q x., LIVING ROOM o < N to u = 3 THIS 15 A SHEAR WALL -WALL TO BE U m 4.. $ Nof SHEATHED WITH 7/16' 055 PANELS FOYER UP w �•, m IWi4 x 30 STEEL I -SEAM (6) COATHOOKS o o N 1—=--- f----- ----- AUo W� z N CL � CROWN.& SHADOWMOULDING w 2 CAR GARAGE I # o I I 3 3068 2-LITE w/51 E 1TE & TRAN50 Q �� w HD I 3 2 Ln w� N z ) L _ _ [LL _ PRE -CAST 57E ui I � J F- I Z lli `ILLLu fy- i NOT TO SCALE (D N Q DATE: THIS WALL TO BE CON5TRUCTEDAS.AN } Q - /lo/14 a APA APPROVED PORTAL WALL DESIGN O O LU IbRAWN BY V) JJM 3 3 SHEET# - Q 6' 10' 6' 2'-11,, D 1/2' 4'-9 3/4' 4'-9114" 6-7 6-70 Ln LU LU 22' 4'-111/2" 9,-7' 13.2„ F 13* 52 — 5'-31/2" 0 6 5HOWER 2' 11❑ GLA55 � 2442- 15/G s 5636213 � `SO �rGe MASTEF gATH (TILE) 2 I� I f I I � I I 13EDFoOM II (G1z1'T) I BOXED CEILING �o it (2) yTUDS (1) JACK 2468 _ z I0 50' IZ-101/2" c V u —12'-21� 6'-7" ' 01 1 m H X 5'-111/21 v w �) 54 7-2 n N 5 7-2 I w O Z LL. I gEDF,00M # 3 z w 13EDK00 Z I LL- _6) cr I W w UJ `\ I _ PE t_ Q00 59 i o t` N —� HALLWAY (GR1'n 11 5D (2) 5TUD5 (1) JAGK ��'I 2668 D N W WIC (c>zF") LAUNDRY (TILE) N I I ?a67 FLOOR -pLA N 01/2, "V_31I ,_- TO SC�][�� —15'-61 I i668 I I I (2) 5TUD5 (1) JACK LL OPEN RAILING 5Y5TEM 5D I I I , I � I OPEN T6 BELOW I TALL WALL 1 � 3 7I2 I I 4 -g 3/4,1 4'-91/411 h CL 05Ei IATTIC ACCE55 t3ATH#2 (TILE) (1) JACK 2668 _ 3'-611 (2) 5TUD5 (1) JACK 5' 5HOWER / TU6 50 I3ED�OOM # (CRF-0 3 7-2 5' O W A X: 3 N � Z � y w O 4 a , LU ....; m Q 0 {i. o o H a � Z Ul u. o W m Ck- ' D N Z O m � ui ce- N Q O D W cr 4co( F- z 0 F u Q a V c� Zw O C) HCD w a —1_LL a LJ u�_LJ u l l u l u�l l m � H DC X N V LU _..1 z W Q Li w L Z 12" U_ z > 9 LL z W a I 0 z Q O O w a w LU O w� z wg Q :E > w r mo m o ,c :. O E m • , x z `' a' , P O W 0 w. w cm Q O ® ® f JE I--1 Q z W _�I O W Xa �.x It] w 0 T_ loop II k QL .. z E� ILL W m 0 LU N Q DATE:. 9/18/14 0 I)RAWN BY Q � JJM z .�5HEET # ,Q 0 RONT ELEVATION -- 0 0 -',40T TO SCALD SEAR ]ELEVATION TOE' TO SCALE V Z � O ~ H F- H co � H = H X to J W H H U- H W o � rn y ' A& T r �7= •A E Q N U � O W off I i t 3' uw I N i H Q LU Z W S LLi L� a w � w F- O o li J DATE: N ¢ }- Q 9/18/14 DRAWN BY o JJM SHEET# - L C lop- 000 ---,--�-�--TTIT� � * I � V L Z O H H m L � H U W W _1 AO Z U- C - w L Li- ' ui Q 00 ,ems � a S 2'M ,1 mph N J I i j� i N H Q W J Z Lu LLI LU t� t- ui � � Y DATE: tV ix 9/V"8/14 C DRAVAJN BY J' J17M SHEET # ]E�][G H T ELEVATION - SOT TO SCALE E rnk[TINII In] IG \/G KIT Z O H v Q V W Z o O H H � w � D.C. m ❑ H ❑[ X � U W WOOD CLIPS z Z LU Q O HH z LL H LL z LIJ TER5 @ EAVE EDGE5 Z Q ❑ z Q TED VINYL SOFFIT Z O O 'L SIDING WITH VINYL TRIM ACCE550RIE5 n LL LU 5 STUDS @ 16" O.C. (92 5/8") a- z W 00 � Q 00 3 INSULATION Q F � p m 5HEETKOCK ON INTERIOR WALLS & CEILINGS i-140 SERIES I-JOI5T5 (11 7/8") @ 19.2" O.C. Z ci Z 7" RIM60ARD > Z . '. " Ohm U, Q e F°� ® 6 5TUD5 @ 16" O.C. (104 5/8") d a m U v 3 z D WEN WINDOWS{ O , LU w m Q Z (U 3 055 SHEATHING O o J 3-140 5EME5 I-JOI5T5 (11 7/8") @ 19.2" O.C. ° �--� Q • • '' Z j z _ O �(%j 3" RIMMARD LU L � C) S cr) C J W 0�)� 6 KD PLATE OVER 2 x 6 PT PLATE LL ZO O �) Uj L SEAL OVER TOP OF FOUNDATION WALL _. c L� ❑w MP PROOF COATING ON FOUNDATION EXTERIOR LK N pATE: XT9"POURED CONCRETE FOUNDATION Q 9)/18/14 o DRAWN BY POURED CONCRETE SLAB Q Jim x 10" POURED CONCRETE CONTINUOUS FOOTING S1,,HEET # Q w w 21.0(0 CONTINUOU5 RIDGE VENT z 0 12° u 11 a 8F. J Z 'K 0 O H ARCHITECTURAL TYPE ASPHALT ROOF SHINGLES 1 m PRE-ENGINEERED WOOD TRUSSES 9 24" O.C. X U W 518" 055 SHEATHING W / PLYWOOD CLIP5 Z Z to LU Q G uj � z R-58 INSULATION H z W K III Hit'/ GUTTERS @ EAVE EDGES Y } z Q ix Ln VENTED VINYL SOFFIT Q Z 0 Q[ O ' VINYL SIDING WITH VINYL TRIM ACCESSORIES Ln u- - W w c`— 2 X 6 STUDS @ 16" O.C. (92 518") Z W R-19 INSULATION to O SOLID BLOCKING PANELS 1/2" 5HEETKOCK ON INTERIOR WALLS & CEILINGS F-- BCI-6000 5ERIE5 I -JOISTS (117/8") @ 19.2" O.C. Z x ° J p � E 1 1/5" RIMBOARD z .. ? m U u x 6 FRAME FOR BOXED CEILING 2 z 6 FRAME FOR BOXED CEILING Q Z '. m ( 2 X 6 STUDS @ 16" O.C. (104 5/8") Lu m e ® dry�3t�4 P =3 U W Z W14 x 30 STEEL I -BEAM �JELD WEN wlNDows uj W m Q �7/160513 SHEATHING Z O {a __jcc OVER BLOCKING PANELS OVER ALL BEAR NG AREAS BCI-6000 SERIES I -JOISTS (117/8") @ 19.2" O.G. a- pub Z = lu 0 Lu mb 0 mobb 61=066 6608! MOMM! 880mm!!86m, ED,' 60 0 boo 888 boo bob bol I �l 11,4- 11/8" RIMBOARD 2 R 30 IN5ULATIO J 2 x 6 KD PLATE OVER 2 x 6 PT PLATE 6. m �" io 2 X 6 PT PLATE ON ALL LL STEEL (-BEAMS 0 W 10 x 19 STEEL I -BEAM SILL SEAL OVERTOP OF FOUNDATION WALL p O O 1 > v pw DATE: DAMP PROOF COATING ON FOUNDATION EXTERIOR _ 93C tV 51/2" CONCRETE FILLED STEEL ". ILALLY COLUMN (BEYOND CUTLINE) 8" XT 9" POURED CONCRETE FOUNDATION II 0.p Q 9/18/14 36" x 36" x 12" CONCRETE LALLY W [DRAWN BY ° COLUMN PADS (BEYOND CUTLINE) , 4' POURED CONCRETE 5LA13 Q JJM .µ SHEET ° 16" x10" POURED CONCRETE CONTINUOUS FOOTING � CROSS SECTION oe�oo L W CONTINUOUS RIDGE VENT 12" E- ARCHITECTURAL TYPE ASPHALT ROOF 5HINGLE5 PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. �5/8" 05D SHEATHING W / PLYWOOD CLIPS / GUTTERS @ EAVE EDGES VENTED VINYL SOFFIT 7/16 055 SHEATHING 2 X 0 STUDS 916" O.C. �— 2 x 6 KID PLATE OVER 2 x 6 PT PLATE 2 x 6 PT PLATE SILL 5EAL OVER TOP OF FOUNDATION WALL 4" POURED CONCRETE 5LAB 8" X T 9" POURED CONCRETE FOUNDATION DAMP PROOF COATING ON FOUNDATION EXTERIOR 16" x 10" POURED CONCRETE CONTINUOUS FOOTING (D �BROSS SECTION 90c00 /4 11 1 = w 5/4 x 6 PT DECKING PT 2 X 10's (16" O.C.) FOR DECK JOI5T5 12'6 FOR GIRDER 'T POST VCRETE 50NO TUBE i V J _j K O LH 1 L rH c H d oc X z o H U w W z H u > W 2 Z 06 N o o H Q Z w z = o Lu O C 2 t5 co W l7 � o Lu O O } vm H N I::(" DATE: Q 9/18/14 DRAWN BY JJM Z Q SHEET # of N W WINDOW SCHEDULE TY FLOOR WIDTH HEIGHT R/O TEMPERED DE5CRIFTION COPE MANUFACTURER COMMENTS 2 0 331/2 " 361/2 " 34"X57" DOUBLE HUNG 3437 ELL) WEN 8 1 331/2 " 641/2 " 341IX65" DOUBLE HUNG 3465 ELL) WEN 1 1 471/2 1 41 1/2" 48''X42" DBL CASEMENT-LHL/RHR 2442-21 JELL) WEN 2 1 671/2 " 641/2 " 68"X65" MULLED UNIT 3465-2 ELL) WEN 1 2 291/2" 401/2 1 3011X41" DOUBLE HUNG 3041 JELP WEN 1 2- 331/2 " 561/2 " 34"X57" DOUBLE HUNG 3457 JELD WEN 2 2 371 /2 " 641/2 " 38"X65" DOU DLE HUNG 3865JELL) WEN 1 2 471/2" 41 1/2'' 48"X42" YE5 DPL CA5EMENT-LHLIRHR 2442-21JELL) WEN TEMPERED GLA55 4 2 671/2 " 561/2 " 68"X57" MULLED UNIT 3457-2 ELD WEN D R 5CHEDUL TY FLOOR DIMEN5ION5 R/O - DE5CRIFTION CODE MANUFACTURER COMMENT5 1 0 36"X80"X13/8" R IN 381/2"X821/2" HINGED DOOR P09 EXTERIOR THERMATRU DOOR AT 13ILCO 1 1 2 24"X80"X13/8" IN 501/2"X82112" DOUBLE HINGED DOOR F09 1 1 2 36"X80"X1 3/8" IN 741/2"X821/2" DOUBLE HINGED-GLA55 1 1 192"X84"X1 3/4" L 1941/2"X861/2" GARAGE OH DOOR 1 1 22"X80"X1 318" R IN 241/2"X821/2" HINGED DOOR P09 2 1 30"X80"X13/8" L IN 321/2"X821/2" HINGED DOOR F09 1 1 30"X80"M 3/8" L IN 321/2"X821/2" HINGED DOOR F'09 IN5ULATEP DOOR TO 13A5EMENT 1 1 32"X80"X1 318" R EX 341/2"X821/2" EXT. HINGED DOOR E23 FIR EXTERIOR THERMATRU DOOR TO GARAGE 1 1 32"X80"X1 3/8" R IN 341/2"X821/2" HINGED-GLA55 1 1 63"X95" 641/21IX96" MULLED UNIT EXTERIOR THERMATRU FRONT DOOR 1 1 711/2"X791/2"X13/4" R EX 7211X80" EXT. 5LIDER-GLA55 EXTERIOR JELD WEN 5LIDER TO DECK 1 2 2 30"X80"X1 318" IN 62112"X821/2" DOUP>LE HINGED DOOR P09 1 2 1615021 318" R IN 201/2"X821/2" HINGED DOOR F'09 3 2 50"X80"X1 318." L 1N 321/2"X821/2" HINGED DOOR P09 1 2 28"00213/8" R IN 30112"X821/2" HINGED DOOR F09 2 2 28"0021 318" L IN 301/2"X821/2" HINGED DOOR P09 4 2 30"X80"X1 318" R IN 2112"X821/2" HINGED DOOR P09 2 2 48"X80"X1 3/8"'R IN ±50112"X821/2" SLIDER DOOR P09 ENDOW / DOOR SCHEDULES v z* H H X v w V) w z Q o 0 z u- H > W Cc O w . a ON00 v m o �o N H Q r z w De fmLU Q pLU 0 c N Q DATE: o 9/18/14 3 DRAWN BY Jim SHEET # MIN. 3" x 11 1/4" HEADER CONTINUOUS - DO NOT BREAK FASTEN SHEATHING TO HEADER WITH Sd COMMON NAILS IN 3" GRID PATTERN A5 SHOWN AND 3" O.G. IN ALL FRAMING (STUDS AND SILLS) (TYP.) TOP PLATE 1000 LB. HEADER -TO -JACK- CONTINUITY STUD STRAP ON BOTH SIDES 15 REQUIRED OF OPENING (TYP.) - (INSTALL ON BACKSIDE AS 5HOWN ON 51DE ELEVATION - 5IMP50N - STRAP L5TA24) MIN. (3) 2" X 4" (TYP.) .. . MAXIMUM HEIGHT OF WALL TO BE 10, IF PANEL SPLICE IS NEEDED SHALL OCCUR WITHIN 24" OF ... MID -HEIGHT BLOCKING 15 NOT • . ' REQUIRED. MIN. INIDTH BASED ON b:1 HEIGHT -TO -WIDTH RATIO: FOR EXAMPLE: 16" MIN. FOR 5'HEI(5HT •A o o v.. MIN. 3"x3"x1/4" PLATE P v WASHER (2) 5/6"ANCHOR BOLT ° � o o p PER SECTION o EMBEDDED MINIMUM OF 7 IN CONCRETE FOUNDATION PER OUT5I0E ELEVATION CODE (TYP.) SHEATHING FILLER IF NEEDED 16d SINKER NAILS IN 2 ROWS @ 3" O.G. 1000 LB. HEADER -TO -JACK -STUD STRAP ON BOTH SIDES OF OPENING (SIMPSON STRAP L5TA24) MINIMUM OF 2 X 4 FRAMING (TYPICAL) 1/16" MIN. THICKNF-55 WOOD STRUCTURAL PANEL SHEATHING 0o p 51DE ELEVATION IMPORTANT GODS REQUIREMENT: APA OF WALL ONLY FOR USE ON HOMES WITH FULLY SHEATHEDDETAIL PLYWOOD OR 055 EXTERIOR WALL5, PER 1RG R602.10.5. 0 C O 1 \ O TO SCA-I-E Z ~ O H H m � H � H = ac X V W U-) _..1 Z w Q O a H ul w O u- lu a 00 o rn J N Lu _[ O V LlJ w ] L.L u DATE: c\j �-- to`9/18/14 Q BRAWN BY r JJM :SHEET # > Y n L _ 1200 NOT TO SCALE CE LING BLOCKING DETAIL DECKING BLOCKING �ETAIL - NOT TO SCALE ` V Z O ~ H H F- m d H H = V W � W J Z o Z O H H W O LL W Q � to d m n f N O I $S a' and a I £ s ` I }z I F- N J W # H ¢ p z w Z w U O 0 w V M J L� LY N Q DATE: O® 9/18/14 J DRAWN BY JTJM SWET # '001 i j z I O H v Q V I 0 is JOINT DE50RIPTION NUMBER OF COMMONNAIL5 NUMBER OF BOX NAILS NAIL 5PACING ROOF FRAMING !BLOCKING TO RAFTER (TOE -NAILED) 2 - ad 2 - 10d EACH END RIM BOARD TO RAFTER (END -NAILED) 2 - 1bd 3- 16LI EACH END NALL FRAMING TOP PLATE5AT INTERSECTIONS (FACE -NAILED) 4 - 1bd 5 - 1bd AT JOINT5 STUD TO STUD (FAGS -NAILED) 2- 16d 2 - 1bd 24" O.G. HEADER TO HEADER (FACE -NAILED) 161 16d 16" O.G. ALONG EDGES FLOOR FRAMING JOIST TO SILL, TOP PLATE OR GIRDER (TOE -NAILED) FIG. 14 4 - ad 4 - 10d PER J015T BLOCKING TO JOIST (TOE -NAILED) 2 - ad 2- 10d EACH END BLOCKING TO SILL OR TOP PLATE (TOE -NAILED) 3 - 1bd 4 - 16d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER (FACE -NAILED) 3 - 16d 4 - 16d EACH J015T J015T ON LEDGER TO BEAM (TOE -NAILED) 3 - 8d 3 - 10d PER JOIST BAND J015T TO J015T (END -NAILED) 3- 16d 4 - 1 bd PER J015T BAND J015T TO SILL OR TOP PLATE (TOE -NAILED) 2 - 16d 3 - 1bd PER FOOT ROOF 5HEATHING Y4000 STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" O.G. ad 10d 6" EDGE I b" FIELD RAFTERS OR TRUSSES SPACED OVER 16" O.G. 8d 10d 4" EDGE / 4" FIELD GABLE ENDYy4LL RAKE OR RAKE TRU55 "0 GABLE OVERHAN 5 8d 10d b" EDGE / b" FIELD GABLE ENDYyALL RAKE OR RAKE TRUSS "STRUCTURAL ad 10d b" EDGE 16" FIELD OUTLOOKERS GABLE ENDNIALL RAKE OR RAKE TRUSS kVLOOKOUT BLOCKS 8d 10d 4" EDGE / 4" FIELD OEILING SHEATHING - GYPSUM YiALLBOARD 5d COOLERS - - T' EDGE / 10" FIELD V4ALL SHEATHING WOOD STRUCTURAL PANELS STUDS SPACED UP TO 24" O.G. 8d 10d 6" EDGE / 12" FIELD 1/2" AND 25/32" FIBERBOARD PANELS 8d -- 3" EDGE / 6" FIELD 1/2" GYPSUM Y4ALLBOARDS 5d COOLERS T' EDGE / 10"FIELD FLOOR SHEATHING WOOD STRUCTURAL PANELS 1"OR LE55 8d 10d 6" EDGE/ 12" FIELD GREATER THAN 1" i Od 1 bd 6" EDGE/ 6" FIELD Lu 0 o H m W o~ _ Z X L U LU z Z o Lu L O Z z LI- KING STUD(5) H DOUBLE TOP ? Lu PLATE z - Q 0 z z l 0 7_ o HEADER U- JACK 5TUD(S) w a w UJ SILL PLATE K �" 0 0% F- 0 x v tz � 6 Q m r 0�W Q _ f6� HEADER SPAN (FT.) MINIMUM HEADER 511E REOUIREMENT5 AT EACH END OF HEADER NUMBER OF FULL- HEIGHT STUDS UPLIFT (LB.) LATERAL (LB.) HEADERS IN LOADBEARING YVALL5 2 2-2x4 1 27i 132 3 2-2x4 2 416 1qb 4 2- 2 x 4 2 554 264 5 2- 2 x 4 3 bq3 330 6 2-2xb 3 531 3% 7 2- 2 x 8 3 q70 462 8 2-2x12 3 1,105 525 q 3- 2 x 10 3 1,241 5q4 10 3 - 2 x 12 4 1,555 660 11 4 - 2 x 10 4 1,524 `726 ^ ' TABLE y `FG M G U A D E - i ABLE q HEADER CHART 15. FOR WIND LOADING ONLY- GRAVITY LDAD5 COULD P055113LY REQUIRE GREATER HEADER 51ZE - u ®I'll� 00 u w W w w , - m a z N f 0 H Q z Lu uj w m D LL. z 0 Lu O 0 o DATE: uj N Q 9/18/14 o O talbaWKI RV JJM L, TABLE - GENERAL TABLE 9 -- LOAD SHEET 0 W 0--B CHART &NAILING SCHEDULE uj s02 x r. 1/2" 1/2" •- 1/2" OPTIONAL SINGLE SILL /2" TWO ROW5 OF 8d NAIL5 @ 4" DOUBLE SILL _ O.C. 5TAGGEREP IN DOUBLE PLATE PLATE 51LL PLATE 1 IN EACH MEMBER - - F __ - -- - le .r_^Ur FT- - L.I r -- r__ _ TWO ROW5 OF 8d NAILS @ 4" O.C. STAGGERED ROWS 1/2" APART i i.. (D U O Diu Q LLI d' � a Z W I Z I 1� I J,^ CAI w Q ¢ o I CQ Q u- Q s l Q W O - w W Q 7�oI1 J `T Z W FULL HEIGHT LU PANEL d m WIDTH 11) -- -I-I ---- -L1-------- -- J015T1 RIM - PT SILL PLATE 5/8" ANCHOR BOLTS with 5" x 3" x .229' GALV. STEEL PLATE WAS HE e (MIN. SIZE) @ (SEE FOUNDATION e a, d .PLAN) Q' n 1/2' OPTIONAL .SINGLE SILL /211 TWO ROW5 OF 861 NAIL5 @ 4 DOUBLE SILL PLATE PLATE O.C. 5TAGGERED IN DOUBLE 51LL .PLATE 1 IN EACH MEMBER ONE-5TORY W5F DETAIL FOR COMDINED UPLIFT & 5HEAR i 4" I - -• I i I SINGLE SILL PLATE ,I J V O I J O D W O Ji I N uJ < z 0 l z Z ro ¢ m 4'-0" FULL ii HEIGHT r PANEL WIDTH - �•I - _ Ji_ _ _ I- _- _ _ _I L - -I•L J015T/RIM _ _ _ _ _ _ _ 0 ROW5 OF Sd NAIL5 @ " O.C. STAGGERED ALONG EDGE OF PANEL PTIONAL DOUBLE SILL O ROW5 OF 8d NAIL5 4" O.C. STAGGERED PLATE N DOUBLE SILL PLATE 1 N EACH MEMBER lid d NAIL5 @ 4" O.C. ALONG EDGE OF PANEL STAGGERED NAIL5 AT ANELEDGEC, --ld- - T - - - -- ---Ff --1:I - - - -- -- - - _ I. d NAIL5 012" O.C. IN FIELD F PANEL IN 15T FLOOR TOP LATE & 2ND FLOOR SOLE II 'I I•I LATE I I iI I II I1 I I 1•I �•� Z I I s D u II I �� � � i•' O� I I I I � i t I I w o II I 3 W ii I N z I II O I'I p o NW az az p _ = II z I1� ¢ II II LL Ili II = ,..�. S pI I I I I•I I I I I Il I O� � O W N Iyl II d n ID FULL u HEIGHT z i PANEL WIDTH I I•I ly i'I l I'I II II li ---- ---------�----------I--------- - - -- J0I5T / RIM PT SILL PLATE d 'q " 5/8" ANCHOR 60LT5 with 3" x 3" x ° .229" GALV. STEEL PLATE WASHER d (MIN. SIZE) ® (5EE FOUNDATION 4 PLAN). d _ Ad - . 1/2„ - OPTIONAL SINGLE SILL �1/2" TWO ROW5 OF 8d NAILS @ 4' DOUBLE SILL O.C, STAGGERED IN DOUBLE PLATE PLATE SILL PLATE 1 IN EACH MEMBER TWO-5TORY W5P DETAIL FOR COMBINED UPLIFT & 5HEAR cQ L Z O Nµ�, �Y a H Q ® Z w Lu 0 o J JI� I ,V, • � TQ• y L r mCLQ O O ® L J m o � r N Q DATE: 9/18/14 DRAWN BY u Jim Z SHEET # d z w V, w � 12003 52' 13ILCO 51ZE *5L* 2' 37-3 1/2" 3'-7' 8' 3" 12'-° 1/2" 34 5 5. 34 5 JELD WEN E 0685LIDER DOXEP FAMEDOW j GROWN MOULDING ( DINETTE KITCHEN m (HRDWD) (HRDWD) II II FAMILY ROOM ( HRDWD) I GR?ANTE TOP5 KJTCHEN & 15LAN11 i 6-21/2" 6'-81/2" I/ -N 11068 T 2' I 6 a05ET N 7 ERR a aEr M- CROWN I PWDR mMOULDING BOXED CEILING - (TILE) N (FRAME DOWN) �n 4'-4" 2668 Rye - i 1T-2" THIS I5 ASHEARWALL-WALL TO BE � SHEATHED WITH 7/16" 058 PANEL5. FOYER - - (HRDWD) Wx 14 30 STEEL -BEAM Qn N Cn (6) COAT HOOKS. - C. , o - - - - - - - - c� TALL WALL '. L 2 CAR GARAGE EEL 4 o I I 5 3068 2-LITE w1511 ELITE & TFAN50M. 0 0 �I I Q N z PRE-CA5T 5TE �I I I, I I THIS WALL TO BE CON5TRUCTED AS AN APA APPROVED PORTAL WALL DE51GN 5 3435 22' 4'-111/2 '-31/2° 9'-7„ 52' 12'-8 1/2" 6'-1 1/2" 6'-7" 5-2 CROWN & SHADOW MOULDING -PANEL MOULDING & CHAIR RAIL DINING ROOM (HRDWD) LD LIVING ROOM (HRDWD) CROWN i 5HA .. 13'-2" 6'-7" V) c 0 � l O LL Lu Q � ON Lu �x^ I co a Z N o - <cr # o a Z w vi LLJJCL ° v S l a e W m ID QL V)O o rLL coV uj m Q DATE: a O 9/18/14 tDRAWN BY a JJM 3 SHEET # 0 u, tn Lu l3e00- 50' 8'-7" 5'-31/2" 8'-81/2" 12'-21/2" 2'-4" 7 12'-101/2" 5'-91/2" 2'-11" 5'-11 1/2" 6'-3" 6'-31/2" 6'-7" I TEMPEREGLA55 2442 1 5/G 64 7-2 7-2 WIC P>EDROOM # 2 DEDROOM # 3 1' so -11" 9 SHOWER (CPI'T) (Cp1'T) �ACC C MASTER BATH L✓ N J (TILE) 2468 _ 68 (2) 5TUD5 (1) JACK - F-- m- 2468 BOXED CEILING /2" 6-9 1/2" Lo i m � N - 2668 2668 I� HALLWAY L (2) 5TUD5 (1) JACK _ N ( 2' 7u !-4" (CRPT) OPEN FAILING PATH # 2 ........... ........... o (TILE) (2) STUD (1) JACK ■ N I o ■ Ln ■ � CLOSET N N ,I (2) 5TUDS (1) JACK ■ I I IATTIC 9 5HOWER SS 72,66151 ACCE MASTER PEDROOM I 662� 2) N W BOXED CEILING � - WIC PEDROOM # 4 (CUT) _ - - (CUT) LAUNDRY OPEN TO BELOW (TILE) TALL WALL CV 7 34 7 2 2ND FLOOR WALL 7-2 PLAN NOT TO SCALE -01/2' 4 -3" 4'-9 3/4" 4'-91/4" 6-71I 67"IK _ 3'-101/2" -5" 6-3 1/2" 9'-7 50' i V Z O H m H a eC X V Lu V) —j Z O p Z H H W LL- i .�-� f f Q00 1 I M,Y J H Z w w ti 3 Q N J DATE. = N cy- EL ® 9/18/14 DRAWN BY JJM SHEET # C u n u 13001 — m� m A ��� m X O m� N D OZ 4 v Z D m o C , CD C-Z �' U D ;D \ �� oZ o oQ z z zv'' C) D N co Co D mUU) N (7V mo �' C . .• co - N N a Z(n-K� c ao �• un = r can a co o o - Z XN�' - (� K: O Dp OON \ W O N Z = o y CSC WDCil co —rl 0 cn r Z 0 D< (� 2� omoo ti CD l NO ism N Do ` y a a � o o N w 3 cn a c., , a cn01 m I� OKc ° CD o w n N\� \ Co N O CO N O co \\ S LL L5 ZL ♦1 lON > _ SdS dOS C. 58 S £ L OMa Z 10 y 3T N ad 0 0 _ _ a �10� d _ W ?� � se3s � d HO H 1dN0 l O � d 31 b'M aNn02i ON 6 n3 3 £L ]�Ljo�d VUis)"'s — 33S `: -�1 N 11 d NO 0 0 66 n3 13 0 1# 310 N Odl_ ... 2�3WI OS11 .. , b4 ... .. 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C1 M. TO C. M. TO C. SAND SAND 2.5Y6/ 4 2.5Y6 4 / „ Q7 5, 1nR' 92.3 108 VIEW V TOP I 3, 5" DIA. INLETS 101.3 0"- 100.7 8" 99.3 24 92.3 1 nR 5" DIA. OUTLETS CROSS SECTION VIEW DISTRIBUTION BOX NOT TO SCALE 5'-8" \3 � 5"did. k outlet in PLAN VIEW 20" dia. cover (typ) taper S 4» T e 3" 10" Tl" 5'_-4 10 4'-6» " 7' 4'-0" liquid evel 3"walls 1 L3" CROSS SECTION VIEW SEPTIC C TAN i` NOT TO SCALE 5"dia. nockouts let TOP OF DWELLIN FOUNDATION ELEV.= 107.0 SLAB ELEV.- 99.5 101.3 100.7 99.3 „ M 3 \ \ EARTH BACKFILL 0 o e 0 op 0 v 0 e ° O a o 0 0 0 a 19 O o 0 0� a° o v o c a 0 a a c® e ° 0 a o0 0 a 0 o o c 0 G e a v V V `v ` vv wv v v d v vd V d v, vA_v v vv d v v v do` v d �Fo vd vvv d v v ,. v d vv d e v d v o d od dw dv v Q s o d v v d v v v v v va vo v v dd v v v v v v v v v_ d v Vv v v vvd® v v v vo v vo 100 EXISTING CONTOUR DESIGN FLOW: 4 BEDROOMS X 110 GPD/BEM _ 440 GPD REQUIRED '- 12" MIN. EARTH ° PROPOSED CONTOUR BACKFILL 'PIPE INVERT ELEVATION SYSTEM DESIGN: USE 18' X 34' LEACHING BE-D 2" DEPTH OF 1 /8" - TEST PIT BOTTOM: 34' LONG X 18'" WIDE X 0.74 G/SF _ 452 GPD PROVIDED 1 /2„ WASHED PEASTONE 10 DEPTH OF 3 4 TO / ° ° SEPTIC TANK ' ® DISTRIBUTION BOX 1-1/2" DOUBLE WASHED - CRUSHED STONE W PROPOSED WATER SERVICE LINE XT ND lU SAND FILL BELOW THE STONE OBSERVED GROUNDWATER 3 66 3 TABLE ' ELEVATION _ RESERVE AREA 92.3 TYIC;AI F IEI\D CROSS SECTION 0' \ 11) THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL UNIT. PROPOSED 100 PR LiN� ...PROP � OwE ` \SWELL RADIUS 0 Ar BEOFtO .0 LPROPOSED o `\RO&/ DRAIN ® BOARD OF HEALTH STAMPS \ PROPOSED �o /ROOF DRAIN 00 i y INTERIOR WALL TO BE REMOVED i PRO�>QSED LOT -2 WELL 5296.3 SQ. FT. •r B30 FOR BUILDIING DEPARTMENT USE 1.04 ACRES ' 29 R Fp \ PERMIT ,05' E BOARD OF HEALTH STAMPS 4 54 PROPOSED ® ® ® B24" SILT FENCE Z, \ s 18.�3 2 B28 B22 B21 \ > B20 B23 B25 LIMIT OF BORDERING B2 NOTE: 1.) ALL WELD LOCATED WITHIN 200' TO PROPOSED r t o B26 VEGETATED WETLANDS S.A.S. AR! - SHOWN. � 2.) THIS .LOT• [. CIS LOCATED IN A FIRM ZONE "C". B19 3.) PERCENT !LOT LOT COVERAGE: 4.1% t 4.) (2) REWIRED PARKING SPACES PROVIDED IN GARAGE. FINISH GRADE / „ , SUBSURFACE SEWAGE �+c DISPOSAL �1 SYSTEM ELEV. = 105.5 SCALE: I - 3 O 5.) THIS LOT IIS LOCATED WITHIN AN AQUIFER ZONE ILL P.E:'.. STAMP �7U SURFACE SEWA is DISPOSAL S r STE RAISE COVERS TO GRADE B18 RAISE D-BOX COVER TO WITHIN G COVERS TO BE WATERTIGHT » FINISH GRADE EL.= 104.3 ABLE 6 OF FINAL GRADE AND SECURE T TO BE p OVER ': ,. �-,�" OWNER. LONG BUILT HOMES MAGNETIC APE LACED ,, -0MPONENTS_ ALL SEPTIC C :.: MAP 65 PORTION OF LOT 27 ,. SUBDIVISION LOT 2, OLD FALL RIVER ROAD NORTH DARTVOUTH, MASSACHUSETTS �`;.. 10 t ®2% 15 f ® 1.57 SLOPE . `----.�-.-.- EN11GINEERING FIRM: 1500 GALLON _. __... 449 Faunce Corner Road 103.85 ;' REINFORCED 103.17 103.00 scH4o PVC v CONCRETE :. . Av ,� v P.L.S. STAMPEC9 Dartmouth, Co 02747 SEPTIC T 7 v v v 102.80SITbic®i (508) 998-2125 102.9 3 4 -1 1 2 WASHED v [k' �b...._....�.,4 �.,.w.b.� w_..a...,,_ v % / v v v FAX (508) 998-7554 103.65 � DISTRIBUTION ' - v � v TON _ v ® civil and Environmental Engineering ` 103.40 STONE Land Use Planning BOX o 102.30 6 CRUSHED STONE _ :.....:........ DATE. 9 4 14 .' • .. ...• :.' :.. •'....... s.. . , ,.. .,.... �: _.. ...... ON LEVEL STABLE BASE LIMIT' OF EXCAVATIO SEE NO TE 10 ELEV-99.0 , N GIOIOSA # CONTACT PERSON. DAY SYSTEM PROFILE SEASONAL HIGH GROUNDWATER ELEV.= "97.3 FOR PERMIT acAD No. FILE NO. 12-5177-SSDS-LOT2.D VG 13-5385 pplicant RESIDENTIAL �s��T.,. is% C.1��C 2.1 Owner Record:_q�j-�J�� Contact Address Phone Number Name l rint) ilk 2.2 Authorized Agent: _ l,-qC. `-Cz"`^�' \"`3 ' �m-L(oA-_11 Phone Number Name (print) Contact Address 3.1 Licensed Construction Supervisor/Specialty License e .� F �;, License Number: C 5 o,!� 1 2L Company Name/Contractor Name: Address: C:5 Expiration Date:li�'J l Ad I� -3kbk-- Signatu Telephone: Sim -`i -�L,t O x 13 3.2 Homeowner Exemption - On & Two Famil Only Section 110.R5.1.3.1 Exception: FOR HOMEOWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT Exception: Any Homeowner pei#anning work for which a Building Permit is required shall be exempt from the provisions of this section; provides that if a Homeowner �h engages a person(s) for hire to da'suwork; that such Homeowner shall act as supervisor. For the purposes of this section only, a "Homeownert� is defined as follows: Person(s) who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/or farm structures: A person who constructs more than one home in a two-year period shall not be considered a omeowner, H If you are applying under this section sign below: Signature: Worker's Compensation Insurance Affidavit must be completed and submitted with this application. Failure to provide this , affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached: ❑ Yes ❑ No ,max: Deck ❑Pool ❑Repairs ❑ Alteration KChimney/Fireplace ❑ Wood stove/Pel let Stove * ❑ Accessory Bldg. ❑ Addition Roofing/Siding ❑ Replacement window/door � ,NewConstruction rY _ (Energy report required) (Shed/Garage) (Energy report required) No. of windowsDoors— ❑ DEMOLITION (specify): Location of debris removal (per MGL C.40 Sec 54): ❑ Dumpster on site ❑ Dumpster On Street I, Facility Name: Location: *If new construction, please complete the following: t Single Family: No. of Bedrooms LA No. of Baths Two Family: No of Bedrooms Unit 1 No. of Baths Unit 1 No of Bedrooms Unit 2 No. of Baths Unit 2 ❑ Furnace (hot air) - fuel gas (natural or propane), fuel oil, electricity, other (specify): ❑ Boiler (heating) - fuel gas (natural or propane), fuel oil, electricity, other (specify): _HVAC (combined unit) - primary fuel, natural gas propane electricity, other (specify): ❑ Air conditioning - (separate unit) ❑ None of the above to be provided Hot Water: Gas-�_ Electric Fuel Oil Other Item 1. Building 2. Electrical 3. Plumbing 4. Mechanical (HVAC) 5. Total =(1 +2+3+4) Estimated Cost ($) to be c (Please Print) Ownerof�the'subject property hereby authorize t on my behalf, in all matters relative to wor cc authorized by this building permit application. Date Signature of Owner as Authorized Agen hereby declare that the statements and information on the foregoing ap tion are true and accurate, to the best of my knowledge and belief. Vuher ains and penalties of perjury.Date f orize gent j Less Application Fee: $25.00 Total Permit Fee: $ 31 2's 32 Other $Amount $ Gross Area - New Construction total sq. ft.� Gross Area Alteration total sq. ft. Permit Issued to: ',T,-� R 1� / t Y ,,1 n ._ _ z - Remaining [Balance: $ 1349 J ® Phased Approval (R106.3.3) S25.00 APPLICATION FEE IS NON BE.WUNDABLE A, N N-T ANSFEI Aff w ^uUT7i: DATE RD ECEIVE ice,• ,qs. D T UT BUILDING DEPARTMENT 7.400 Slocum Road �t -: Dartmouth, MA 02747 h j Phone: 508-910-1820 Fax: 508-910-1838 sera . 1,vww.town.dartmouth.ma.us APPLICATION TO CONSTRUCT, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY'IDWELLING za _ }'./.b PE Ei E Y BUILDING i EfSP�#s r ,;� � R � Suet�rtg Co�sss�i`nerltns�ector'of Butlo�rt s �- �� �z u C}n1t{ AtStrtC?repoSseO AOl#r. z; � x h3 � - � - r'✓' � "'� 7�. 2 '�,� �3`x '�- r� Ste" 3 Vr 4D 8atta�i oI ezans Planraerig �I Address I 1 Era ineer� g t g Crabs Appeatst lei[ra Ct7irtCTafu^SIORi i cardiCfnrlGCl Fal ''a i7d,�Z tet Ete�ic, .;` .c•ttb`et s-. ,. x dt$r {xdrC haeCctt tiff cut bfi - t tiff but Off "'� s'u "'rnge �. tea. - : a aM e 04 Zz fa Board of Health: Signature: bate: Conservation Commission: Signature: Date: D.P.W.: Signature: Date: Fire Chief: Signature: "I kt T' gt iL2 Dom' Date: Other: Signature: Dater Brief description of worts being performed: 1.1 Property Address T6Ll ©\dK\aL,K Qc�, \ 1.2 Assessors Map & Lot Number: f Contact Person: Map Lot - 5m t-c9a Phone Number: o-qf�S-S1q 1.3 Historical District ❑ Yes XNo 1.4 Water Supply (MGL c40 s54) 1.5 Sewage Disposal System: Year Built Municipal ❑ Municipal ❑ Altering more than 25% per side of building t9 Private Well On Site Disposal System Has application been submitted to thfe Historic Commission? ❑ Yes ❑ No Daite: - anti kly/R rM A(CONSTRUCTION PLANS k= SITE PLAN El ENEROY Ri�ll