Loading...
BP-73965• 1 11/ 1 • •' 1 / • / 1 INDEX- FOUNDATION1ST FLOOR PLAN © - ®• • ELEVATION2ND FLOOR PLAN FRONT • �� ' • ' • • LEFT ELEVATION .......... CROSS SECTIONSD m CROSS SECTIONS �ELECTRICAL PLAN BSMNTEll llmm�_ MEN MMMMI -ear-see-r-se.■-■�■�■-■�I-e�■wsee-r-snr..�■L`■r=■�Ili ■IN�rrse-er�� = • rrn�e�rr_�.■s -_serer-_�■rn■_�.■el■re_�er �.�r-_�e�ro+.�r�.�e-u� ere�rare�r-.�i.� ��-_i ��-_-■�e�ienle-_��-_+e�■��-+.■ �� + ,�e�■ i■e■_�e�l■-_�■�■-_�eeen _ _■—r-■�I , , ■ -■�■-_�■.■■-_�e�■- ■ IMI ii_�e�■r_�e�■s_wee-■ee_�n.■._�e�■-_�e_mA�■-_�e0■-■�e�■-.nr � j ��= �rrserrrse�rrs■.rr■-� ��■� �'-i■�_e��=�=e! =- 1 , �rrsrrrrse`rrse�rrse�rrsererrs-q■�•-�� ��-�� �■ip■i �I� •�■-se�■-_M_r.—_ � ��o�■ems■-_�e�r-s■�■-_�e�■-_�■�■-sew■-�-� ■-_�e�■-__ -_� —■� - HARDWOOD PLANS i_-•o=e`_■-_�.� a �.�®-_in�_ie_.r•e�■ .= ■rr-ie�r-�����6.\�� A-_+� r _ -n= ■�r-i�ees■ee_�1 , ,ET PLANS ® "`` • - 1_��O�er_0e�■-■n•e�■-_�e�■n�e�■-_r•■�■-_-le�r�_�.ir._� -�r-'r-_ i���o� --sew �..�■ �i i i-rr•`—�i�ii�+ei �� • �.rem■n_�e.n■r■�I-e�rr.�e�rrse�rrser� , • ® m _■E■-®_.� - �. r-..err_■- ler■■-■r_� rr 1■IlrWj , 1� . • • , " ■•_ems■-■�o.■� Derr -■Ire r+��r �-�r-_�®ee■-se�■-.�e_■■-_�e�� � �.�� O. er_�es• �—er■r_�errr®�■-__�e�r �� r•e�rea+.�r-_r•e��.ie�r-_�I ® / 1' � • • .e'�e� ■s_�e�■-_�■�r-s.�■-se�■-seo.■ �-.io�� �■-rl�e�■oi-ems■-_tee—■-_�e�■� , n.�e�rer_r.e�ro-rem r■�or•e� r�_e�■ �e—r-�r-�■��r�.S�e� �' �ii■in��ie�� _.--a�.�-� � — .I�. _ ■LI. -��- - ... - �I���® .�--� �I�I®, _ � elf � � �I®, � ..�, �. � ■i ie ®;; ; • e � ■ 20 14" CONCRETE FILLED 50NO TUBE5 'IZ16 Pi (2) 2 X 10'5 FOR GIRDER FOUNDATION PLAN --- --- -� ----- NOT TO SCALEj � TOP OF SONG TUBE5120.00 I 54' OUTLINE OF DECK ABOVE 20' 6 1 2' 1 3' 6" g 6-2" 6-4" 7 7 ' .,,7 3063 LITE (9 o I liT -1 I I C H EC KL I ST: E 4" POOPED CONCRETE SLA13 III ( I I 5EWER / 5Ef TIC zI DR 3' 1P' I SLOPE SLAB 2" TOWARDS DOORS ' I I WATER I WELL I _ roe of S�Ae -??? roe of aLAe ??? I I ELECTRIC FULL HEIGHT BA5EMENT FURNACE / BOILER HOT WATER TANK ill I I T.O.F. III�JO STLA OU PLAN -SEE I I GRAPE.5 4, DROP 4'-O" LD 5UMF FUMP 31/2'CONCRETE FILLED GAS LALLY COLUMNS r __ OIL TANK � I— _I 1 I AV-2' a'-i a' 1 3' — 7ff J — 2 CAR GARAGE aRivE W10 x 19 STEEL I- L I� BEAM LD z) IA [)Fdp3' 11"I I DR01'5 36" x 36" X 12" POURED CHECK BIBLE CONCRETE LALLY BEAM POCKET: I ' COLUMN PAD 6" WIDE / 9" HIGH / 5" DEEP III I p ) I 5F 5LEEVE HEIGHT III I ) I co j w I I1 III jjI -d I I 16" X 10" CONTINUOUS o I I III I I CONCRETE FOOTING 8" X 7-9" POURED p CONCRETE FOUNDATION 4 DROP 4 -0° L— — — — — — — — — — — — —� NI — --- ----� — — — ------� :,------------, I r----------- N I L_---- RETAINING WALL 20 1 2'-6' 8' 8" 1 2'-8" 5,V z O p Q a W ZJ o p U w D N v Z Z LU Lu � O _Z Z LL } z a 0 z z O p LL LU w a w LL Q H 0 a � N w z z ca C } z a z u 0 of cL uj Q O Lid I= a O O z J Oz J H z o m (1 O Liw W } O a O N U Z a 0 w Lu cX L. Z( f L LL �Q L w p S w J to Q L _ DC DATE: it Ao 5/21/14 DRAWN BY JJM SHEET # .Je 0 0 IST FLOOR PLAN 1 6' DN T�� rT'O SCALE 16' x 10' DECK 52' O 2' 1 6' 24'41 /4" 6'-1 1 /4" 8' 6 5'-e' 14'-0 3/4" 4'-91 /2" 3'-3 3/4" 2'-91 /2" 3'-6 /2" - 34,55-2 JEL WEN 6L�5LIDER 244 -21 1 W 1 wJ_ 30 51= W zu F, M a-15-1 W 243OF - o_ ®SB42 ® i S L m IFH(3 Q W o H 0 DINETTE KITCHEN 13 O LU''1 n H L Q < vl I 3-Z (HRDWD) (HRDWD) Q F---r----1 �- GREATROOM, 5� � e� , 4' ' CL05E LGRANrtE COCi�S & 3 (HRDWD) 5Lh "OF 2665 24J Fria i LL 1 2'-3 3/4" ✓ 3'- _ 1 /2" 5'-41 /4" Q CO m 4'OPENINC 2668 2668 266B1rLITE 1/2 WALL P-11) & COLUMN5 PANTRY 4 5HELVE5 CL05ET LD ,SD LD } N SD 4'-51 /2" 4'-2" Z o OAK 7 EADS < CEILING LINE ABOVE DINING ROOM OFFICE (HRDWD) z (HRDWD) 0 m UP aQ C-4075 14 NEWEL P05T z U Lu CROWN & NECK MOULDIN OPEN TO ABOVE �/ {� EIS CROWN&NECK -PANEL I I FOYER. N MOULDING & CHAIR RAIL (HRDWD) TALL WALL NT S/G 31/2'x51/4"'VERSAL MCOLUMN 311 x51/4' VER5ALAM COLUMN 7 3"2-LITE /51DELITEC, 3'-2" 4'-4" 4'-4' 3'-2"— " PRE-CA5T57P 2' 16 12'-6' 34' C t9 � F cV o u m c - b t c O e C C C N � � Lu 0 p K N N moa oa Q� ' moLLr. U'E•u a m .. t i Y J it 1 Lu O Q p Q � Lu J ILL. O V- �l = `)Lu -' H cn 3 i C � ui �c CL CY DATE: O 5/21/14 p[ DRAWN BY ` JJM SHEET # 50 1 4'-81 /4" 4`-31 /2" 0-7" 3'-31 /2" 7 8'-01 /41, 1 3'-1 1 /2" 5'-2 34' 0-4 3/41, TEMPERED 6LP,55 v 2442 1 SIC,1 7-2 � a r. ow LQ 4'SHOWER .:SOAKER TUB 3 o = N m „ WIG / � _ PATH # 2 m LD PEPROOM # 3 V\/I! 30X22 VVV I A o (CKPT) GCE55 I MASTER PATH N i (TILE)(CIZI'T) v HVAC (TILE) o 2C65 m� m d _ = SB241632R 55241832 z .lam D8121 &32 ® 0 I I LINEN r I 240& 266b u -1 01 /4/ i „ 51 = HALLWAY PE \ VI F. M/�E) I E1\ PE lz P� N (CRPT] cN 5D \ - BE DOO M SD � 8 5D nj STUDS ON FLAT Pn C^ 2665 4 rJ CL05ET CL05ET o > \ > ❑ 5D CLOSET S 4�a3 N Z x CEILING FAN PREP: 5068 ❑ ,-�u j/ PLYWOODWALLUNDER 5D ❑ cv SD 5HEETROCK - SHEAR WALL ° PEPROOM # 4 01'EN RAILING BE PROO M # 2 / ) SYSTEM (CPFT) L OPEN TO BELOW N 7 N 57 TALL WALL 7 3457 N 7 2 7 0, 3,-6 4 4' — — 4'=4❑ 5_2 1 2'-01 14 7 3/4" 2'-8' 2ND FLWR PLAN O TO SCALE 5d 34! 3'-6" FT1 INN LU F-- Q ' '00 Lo :Q ¢m� i 4 i L J it I-- o w w ' LL o LU H ("_ Z N _ i p V � LJJ CY DATE: Cl- Q 5/21/14 p o p� DRAWN BY 3 aim SKEET # 4,m00 III ..I. _III III .I.I. i Z ! O H i H V Z w O AO H H w DC I i DC � O LL i w to i i Y y, J Vl O p °xm s U N m o m LO ! ! _ V �- W o w Q Q J w -� W LL. F- 1-ui LL I- J _ O i Q' 5 w DC DATE: Q 5/21/14 p[ DRAWN BY ` JJM 3 SHEET # 0 J z 0 a J - La I � O � H w Ll m H L cy Ln U - z Q W � 0 - I w �--� LL I I z W 1 ! i N L.6 z Q I I Q z Q z ry O O N LL LU W W L= W t'SrTM c ax N 2 E E-- JZ m r O Lo o \\� r W LU z o Q J LV w W H W �I ®1111 Z00 = w w ix L)ATE: 5//21/14 a ® uj a DRAWN BY Of Q � ,JJM SHEET # a AR ELEVATION ui 6,m00 NOT TO SCALE � i j I U �LJ I- l I I U �LJ I u�-I —L1 j j I j 1 I Lu [,]EFT ELEVATION NOT TO SCALE z 0 F u J Q W ZJ o O F- F -1 v D z Z w � O � z H I i z LLJ �- DC a I z p� o LL a w LU 3 p F- 0 x w G N N O � z - u t W Q �C)m cr W LU m Q Z ^ 0 L o � w z O J H w L J ,L. _1 = LL v� J w LL� H � J J z _ z o } o V oc LU iy- DATE: ® 5/21/14 0 w DRAWN BY cc JJM Q SHEETcc W Ln6,m0l i E CONTINUOUS RIDGE VENT 12 z 0 g, v a a E ARCHITECTURAL TYPE A5PHALT ROOF 5HINGLE5 - Z J o O PRE-ENGINEERED W OOD TRUSSES @ 24" O.C. V w � m H 5/8"O55SHEATHING W /PLYWOOD CLIPS N V W R-381N5ULATION z Z J N O cn O " H Uz � ��Ono GUTTER50 EAVE EDGES i cn a VENTED VINYL SOFFIT _ 0 nL z 0 w a 0�. ZO 2X 65TUD50 16"O.C.(925/8") O n u- R-191N5ULATION w a Fw w 1/2"5HEETROCK ON INTERIOR WALLS & CEILINGS F SOLID BLOCKING. PANELS F- OYER ALL BEARING AREAS 5CI-o"5ER IE51-JO15T50 19.2"O.C. Z) O Z F- s4 Q 1 1 /8" RIMBOARD .. ,Vmw-�� { J w z " �a z V- a 2X65TUD5016"O.C.(96") O O i if f¢ ry Z J O i m } O N z. �� , V Q O p N R-191N5ULATION z } mC) wOm �. VINYL 51DING W ITH VINYL TRIM ACCE550 RIE5 d U O�� 7/1605B5HEATHING w m Lu 13CI-60005ERIE5 I -JOISTS @ 19.2" O.C. ;_06 �- O Ln I° I 1 1 /Pl' RIMBO ARD 0. w P-30 INSULATION Z O ::/ 1 w 2x 6KD PLATE OVER 2xOPT PLATE to UJ H 2 X 6 PT PLATE ON ALL Q O STEEL I -BEAMS SILL SEAL OVER TOP OF FO UNPATIO N WALL 2 c//, Lu J MO x19 STEEL I -BEAM <DAMP PROOF COATING ON FOUNDATION EXTERIOR f-'7 I I z I o I I 31/2" CONCRETE FILLED O O I�STEEL LALLYCOLUMN 8''X7'-9'POUREDCONCRETE m FOUNDATION 0 36"x.36"x12"CONCRETE LALLY °:- F- u^i DATE: COLUMN PADS(BEYOND CUTLINE) 4" P O U R E D C O N C R ETE 5LA5 �.L {�L• e , ^ vJ 5/21/14 �• 1 O' x 1 d' POURED CONCRETE CONTINUOUS FOOTING O O r L �l _:.�. Q I)RAWN BY Jim SHEET # CROSS SECTION "D" CROSS SECTION "A" o -1,000 W CONTINUOUS RIDGE VENT 12" all ARCHITECTURAL TYPE ASPHALT ROOF SHINGLES PRE-ENGINEERED WOOD TPU55E5 @ 24' O.C. 5/8" 055 SHEATHING W /PLYWOOD CLIPS 9-351 N50 LAT ION 1 2" it it QQQQ SOLID BLOCKING PANELS OVER ALL GEARING AREA5 CV F > . - 9-30INSULATION 2X6PFPLATE ONALL STEEL BEAMS I W10 x19 STEEL I -BEAM 31/2" CONCRETE FILLED 8' X 7'-9' POURED CONCRETE I STEEL LALLY COLUMN FOUNDATION - I36" x36' x 12" CONCRETE LALLY COLUMN PADS (BEYOND OUTLINE) GUTTERS@ EAVE EDGES VENTED VINYL SOFFIT 2 X 65TUD5 0 16" O.C. (925/8") R-191N5ULATION 1 /2" 5HEETROCK ON INTERIOR WALLS & CEILINC 5C1-00005ERIE51-JO15T5(9.5")@ 19.2"D.C. 1 1 /8" RIMGOARD 2X 65TU IDS @ 16" O.C. (96") ALL WIN DOW5TO BE 5U PER SEAL VINYL 51DING W ITH VINYL TRIM ACC E550RIE5 7A 60515 SHEATHING 5C 1-6000 5 E R IE 5 1-JO 15T 5 (9.5") 0 1 9.2" O.C. 1 1 /8" RIMBOARD 2x GKO PLATE OVER 2x6PT PLATE :SILL SEAL OVER TOP OF FOUNDATION WALL DAMP PROOF COATING ON FOUNDATION EXTER 8"X3'9 POURED CONCRETE FOUNDATION 4" POURED CONCRETE SLAB I O' x 1 O' POURED CONCRETE CONTINUOUS F00 CROSS SECTION 1v C�1 -V/V? = 1" I z O E- U Q J a (D J COMP051TE TOP CAP O O � H U F- PT POSTS AND KAILING5 m H 5/4 x 6 1 DECKING F- ( O AO PT X 8 DECK JOISTS @ 16" O.C. w Z (n z z H � LLJ (2) PT 2 X 12'S FOR GIRDER } Q HEIGHT OF50NOTUGE5 0 DEPENDS ON FINISH GRADE 4x PT POST Q Z a/ O O 14" CONCRETE FILLED 50NO TUBES LL w Uj a L CROSS SECTION ooJDvo � Q Q o vv]Evv CROSS SECTION z Q u p N U.] a m v NAIL 2x10 RIBBON 3-16d EA. STU U O , �3 z SIMPSON LSU26 cc£ ARCHITECTURAL ASPHALT SHINGLES a Uj IS# ASPHALT SATURATED FELT 7116" O.S.B. SHEATHING W/ CLIPS RP. 9-117' L.V.L m 2 9-1/2" 1-JOIST R-30 FIBERGLASS INSULATION L-50 EA. >- c) 6 SIDE 5-1 Od EA. O LO SIMPSON H2. _ JIIJ 2x6 O 1 X 8 FASCIA BOARD a p O J Q W10 x 19 STL. BEAM z ♦L'U^ LU v/ H VENTED VINYL SOF LU 2 i (fn^ O DBL. 2 X 12 DOOR HEADE O= V, V) -, ANYLL SING BUILDING WRAP oTSHFATHING 2 xasrUDs@IS" aGARAGE UNDER _[ R-13 FIBERGLASS INSULATION 9b ZO O V _ 518" (F.C. )GYP. BIRD. DBL. 2X6SILL =(1)P.L+(1)K.D. ca p V W 0 a DATE: 5f8" X 12" ANCHOR BOLTS PER ANCHOR BOLT PLACEMENT PL IN CONCRETE SLAB Q 5/21/14 a O Q o DRAWN BY cc °- Jim " CONCRETE Foundation z Q SHEET # o W I - 10" w F 01 1'- 4" SHEATHING FILLER IF NEEDED 1bd SINKER NAILS IN 2 ROW5 @ 3" O.G. 1000 LB. HEADER -TO -JACK -STUD STRAP ON BOTH 51DEB OF OPENING (SIMPSON STRAP L5TA24) MINIMUM OF 2 X 4 FRAMING (TYPICAL) l/16" MIN. THICKNESS WOOD STRUCTURAL PANEL SHEATHING o� 1-11IC7LVLLL 1-1117111IV1'1.. I I. I' o" _I l� OFT' IN CONCRETE FOUNDATION PER OUTSIDE ELEVATION SIDE ELEVATION CODE (TYP.) IMPORTANT GORE REQUIREMENT: APA OF NARROW WALL- R602.1 ONLY FOR USE ON HOMES WITH FULLY SHEATHED DETAIL PLYWOOD OR OBB EXTERIOR WALL5, PER IRC0.5. BPACING 1\ O TO SCALE J Z O a H v V) V) w Z O jo H H Lu DC DC O LL * "fir o a s� Q N i u J, £ Q � =3 u z d. W u w O Q J Q � o Lu H � � Z _ w � ac a DATE: ul 5/21/14 jy DRAWN BY JJM SHEET # CING BLOCKING DETAIL - NOT TO SCALE NOT TO SCALE c Z i O ' H i f-- d 3 H V V W Z O i V H = W DC O U- I I W to 0 2 > 0 Z 0 wuj m a ¢ w m Q LLJ '�,, it O r O J LLI ,W Z sQ tA w oUJ J Q J J � � m H Z 0 V ca F- in o aC W DATE: a C) LD 5/21I14 0 0 NRAWN BY Q Ln JJM SHEET # z a O w JOLT DESCRIPTION NUMBER OF COMMON NAILS BOX NAI 5F NAIL SPACING ROOF FRAMING BLOOKING TO RAFTER (TOE -NAILED) 2 - ad 2 - 10d EACH END RIM BOARD TO RAFTER (END -NAILED) 2 - 1bd 3 - 1bd EACH END 1NALL FRAMING TOP PLATES AT INTERSECTIONS (FACE -NAILED) 4 - 16d 5 - 16d AT JOINTS STUD TO STUD (FACE -NAILED) 2 - 16d 2 - 1bd 24" O.G. HEADER TO HEADER (FACE -NAILED) 1bd 1bd 16" O.C. ALONG EDGES FLOUR FRAMING JOIST TO SILL, TOP PLATE OR GIRDER (TOE -NAILED) FIG. 14 4 - ad 4 - 10d PER J015T BLO..KING TO JOIST (TOE -NAILED) 2 - 8d 2 - 10d EACH END BLOCKING TO SILL OR TOP PLATE (TOE -NAILED) 3 - 16d 4 - 16d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER (FACE -NAILED) 3 - 1 bd 4 - 1 bd EACH JOIST J0I5T ON LEDGER TO BEAM (TOE -NAILED) 3-ad 3 - 10d PER JOIST BAND JOIST TO J015T (END -NAILED) 3 - 16d 4 - 1 bd PER J015T BAND JOIST TO SILL OR TOP PLATE (TOE -NAILED) 2 - 1 bd 3 - 1 bd PER FOOT ROOF SHEATHING WOOD STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" O.G. 8d 10d 6" EDGE / 6" FIELD RAFTERS OR TRUSSES SPACED OVER lb" O.C. 8d 10d 4" EDGE / 4" FIELD GABLE ENDWALL RAKE OR RAKE TRU55 KO GABLE OVERHAN 5 8d 10d b" EDGE / 6" FIELD GABLE ENDWALL RAKE OR RAKE TRU55 W/5TRUCTURAL 8d 10d b" EDGE /b" FIELD OUTLOOKERS GABLE ENDWALL RAKE OR RAKE TRU55 "LOOKOUT BLOCKS ad 10d 4" EDGE / 4" FIELD CEILING SHEATHING GYPSUM WALLBOARD 5d COOLERS T' EDGE / 10" FIELD 1NALL 5HEATHING WOOD STRUCTURAL PANELS STUDS SPACED UP TO 24" O.C. ad 10d b" EDGE / 12" FIELD 1/2" AND 25/32" FIBERBOARD PANELS 8d 3" EDGE / 6" FIELD 1/2" GYPSUM WALLBOARD5 5d COOLERS -- T' EDGE/ 10" FIELD FLOOR SHEATHING WOOD STRUCTURAL PANELS 1" OR LE55 ad 10d 6" EDGE / 12" FIELD GREATER THAN 1" 10d 16d 6" EDGE / 6" FIELD n TABU 2 -GENERAL NAEL,ING SCHEDULE HEADER SPAN (FT.) MINIMUM HEADER SIZE REQUIREMENTS AT EACH END OF HEADER NUMBER OF FULL- HEIGHT 5TUD5 UPLIFT (LB.) LATERAL (LB.) HEADERS IN LOADBEARING WALLS 2 2-2x4 1 211 132 3 2-2x4 2 416 1qb 4 2- 2 x 4 2 554 264 5 2--2 x 4 3 bq3 330 b 2-2xb 3 b31 3qb 1 2-2xb 3 q10 462 b 2-2x12 3 1,10b 525 q 3- 2 x 10 3 1,241 5q4 10 3 - 2 x 12 4 1,385 660 11 4 - 2 x 10 4 1,524 '72b NFGM GUIVE - TABLE q - GRAVITY -ADS COULD 05515LY REQUIRE GREAT R�HEAD RSIZE TALE 9 - LOAD _BEARlNG CHART O a H DC V V7 � W z O o H V7 H W DC W f— Q � 7 R pMi E In Q N �- O� F K O �o LO di o W N w U_ �- i W W ._1 J 1 � � O ~ _ L1J ly DATE: 5/"21/14 i O a DRAMN BY am SWEET # C 0 •-wiz" OPTIONAL SINGLE SILL �72" TWO ROWS OF 8d NAIL5 @ 4' �L)0!�UDLE51LLPLATE O.C. 5TAGGERED IN DOUBLE 51LL PLATE 1 IN EACH MEMBER -1 1 rT -- -I -- rT-_Ary LT - --- - T — TWO ROW5 OF 8d NAIL5 @ 4" O.C. 5TAGGERED ROW51I2" APART z W d W - r iLFt LL Z¢ I•I. z I`f�—ram. Q l•I I II J z do W 10 Q 1 do W O Z J = In LLI J Z FULL uz J HEIGHT w ' PANEL i WIDTH 1 I •I 1 1 _ --------- 1---------- -LL----------LI-----=--- ` J015T / RIM PT SILL PLATE - --_ __.___ r 5/8" ANCHOR BOLT5 with 3" x 3" x q a 229" GALV. STEEL PLATE WASHER u ° (MIN. 51ZE) @ (5EE FOUNDATION o a a PLAN) • --rig„ OPTIONAL . SINGLE SILL �/2" TWO ROWS OF bd NAIL5 0 4" DOUBLE SILL PLATE O.C. 5TAGGERED 1N DOUBLE 51LL PLATE PLATE 1 IN EACH MEMBER ONE-STORY W5f DETAIL FOR COMBINED UPLIFT & 5HEAR •T _— I� — — j— — — 71—.— — —1 r — _ -fir.— — I T_ ri r 4" 1 I.I � 1/2' 51NGLE 51LL' PLATE I, I I i tl 1 l w II ? � d 1 N Z d NN it I; zZ ro< zo mLL it �I I I FULL rl HEIGHT PANEL l li WIDTH I I _—�•I II 11 =_ Ji=_ II J•I_—__I•L_=--_==1•L II I II JO!5T/RM _... _. . . . . . . . . . . . . . . . . . .. . . . . . . \ —_-_ --- --- _ _ 11 II II i II II IL O U I II O W II O II °N o � w Qz ....yam ' z..< I 1 1 LL 1 V 3 II �0 0 N I I•I FULL HEIGHT �' •i PANEL WIDTH tl tl - 1 LL -- -- II J' J015T / RIM PT SILL PLATE - -J 6,-- - - - a •4. e• a e ° ° d C — Z TWO KOW5 OF 8d NAILS 0 4" 0 O.G. STAGGERED ALONG F- u EDGE OF PANEL Q a Z PTIONAL • O5 0 O 0 ROW5 OF 8d NAIL H )UBLE SILL 4" O.C. 5TAGGERED IN U PLATE DOUBLE SILL PLATE 1 IN W EACH MEMBER L V z Z LJJ lid H C9 z_ � cf� Z w Z Q 0 z d NAILS 9 4" O.G. ALONG Q DGE OF PANEL 5TAGGERED Z NAIL5 AT PANEL EDGE5 � O CN LLJ W d W — O d NAILS @ 12' O.G. IN FIELD F PANEL IN 15T FLOOR TOP LATE & 2ND FLOOR 50LE Lu LATE Z a 4�1 i' Z�� Z u O 0 zLu O s < w o Oa= W N m > Q mm Z � 0 I■A' n WF � J w O w C W U— F- 2 O V m H � Z = 0' _ O F- o ac 5/8"ANCHOR60LT5.IthYxYx W 2 W a DATE: .229" GALV. STEEL PLATE WASHER 2 1=v, w .. (MIN.. SIZE) ® (SEE FOUNDATION 5/2 1/ 1`t 1 /.1 A _. PLAN) CL 0 O Q w DRAWN BY a GL JJM • •-- �ti2" OPTIONAL z SHEET # • �/2 - TWO POW5 OF 8d NAIL5 0 41O.C. Q SINGLE 51LL DOUBLE 51LL 5TAGGERED IN DOUBLE 51LL PLATE o PLATE PLATE 1 IN EACH MEMBER LLu n w w TWO-STORY W5P DETAIL FOR 12.0,J COMBINED UPLIFT&SHEAR NAIEL z WALL FRAMING��07 a INSPECTION P!A u J a W Z �l �1 1 6 0 P OUT' D N co 16' x 10' DECKLn U) Lo uJ 52' Lu O p O w H 2' 1 6' 24'-41 /4" 6 1 1 /4" 3'-61 /2" zLo H z > 8' 8' 5 6" 14'-O 3/4' 4'-91 /2" 3%3 3/4" 2' 91 /2" z Q C I z 3465-2 JELb WEN 60655LI1ER _ 244 -21 �1 O O Ln LL 3 W o� a WI Z w w DINETTE KITCHEN _ `LI < N o� (HKDWD) (HKDWD) 0 0 0 4° GREAT ROOM pCi GRANITE COUNTERTOP5 & Z m n (HKDWD) 15LAND TOP Q 2EC3 24C3 Z u U Q Z �o 3' 1 /2" 5-41 /4" N 1 2' 8" a T U m LL 26W 3668 1 4' OPENING 2669 26Fa5 w. 266815-LITE w ? r■ 1/2 WALL (36"). m i C� &COLUMN5 PANTRY-45HELVE5 CL05ETLID ( Q 1 ■a Lo CC) _ _ 4'-5112„ 4,_2 0 �, w Z — — — Q �; w o OAK EAD5 TI Z. W CEILING LINE A50VE OFFICE I W �- DINING ROOM � 1 _� 2 � �� �- o �o I (HKDWD) 0 _.i = CL (HKDWD) U i' I wLL C_40 H 3 NEWELF05T z ¢ d u w Z O �3 (I CROWN & NECK MOULDING 0 OPEN TO ABOVE m Q CROWN & NECK PANEL C I I 1 OYER ?� V N MOULDING &CHAR RAIL Lu (HOWD) o L1 a [bATE: — TU WALL a O/21/14 N 31/2"x51/W'VER5A MCOLUMN Y 51/21.x 51/4'VE 5ALAM COLUMN AWN 67 3"2 LITE /51DELITES Ln Jim M Z_ 3, 2„ 4'-4" �4'-4' 3'-2" 6 3'-6" 3 51HEET # a PRE -CAST 5TEP 7 Lu w 52' 112*0 I 50' 7' WIC X � HVAC \ UF. MAST[ BEP�M N \ LLJ 1 z \ �� ----LZ' J y / { PLYWOt l/ 5HEETI f N 7 N 57 7 N 57 1 6' 12'-01 14" 50 NAM SPEC ION D IN PLYMOUTH 1 /4" 4'-4" t73 4" 4'-4" z 0 v tULU J Z u U w � m Z H LnLn U z Z Ui w Z H z > u, _ z d ¢ � z m ¢ OLn O LA U— cc w LU a. o E-- 0 N � LU s J � m n Q Yry- i^sTx d M6, to zm� LU .. t �" '.0 w pLU ro z a w o Lid N U.) 0 z 0 � Z � J H jL LJJ o C) Q o DATE: w L.L.! } 0 LU O 5/21/14 DRAWN BY JJM 5HEET # Q 0 ALL ]ERAN41 Tuj PLAN - 2ND FLO®R '001 3_WIBF���_�v� °N ll�' �W �/ T�.:: RIZED AGENTS f ;�� i' �. m'iA i - 2.1 Owner Record: Name int) Contact Address Phone Number 2.2 Authorized A ent: �q d. 9 1 � — 11_0:3 c�_6T�-1 T e_V.A W .,� Lj_, 3V-� �& D2-1 `4_' O'f � -1-m - I'l (&L Name (print) Contact Address Phone Number �' ip. J� i� �.Li,k Ii6 t77 � :, m,•,m . T� :. Y FAR ES. f'ItI r mI a ��%� �r . - �a® 3.1 LicensedConstruction Supervisor/Specialty License: License Number: CA. 0 5 ( `kZZ- Company Name/Contractor Name: , Address: is t C, Uvd,, -11{ _ Expiration Date: Telephoner-Z�f$-3t(�t Signatu r e: 3.2 Homeowner Exemption - One wo Fa ily Only Section 110.R5.1.3.1 Exception: FOR HOMEOWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT Exception: Any Homeowner performing work for which a Building Permit is required shall be exempt from the provisions of this section; provides that if a Homeowner engages a person((s) for hire to do such work, that such Homeowner shall act as supervisor. For the purposes of this section only, a "Homeowner' 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 twc,-year period shall not be considered a Homeowner. If you are applying under this section sign below: Signature: 777=4COR C0 k a'l Ci IN5 E AFFIDAVIT,( 25) � Worker's Compensation Insurance Affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of theissuanceof the building permit. Signed Affidavit Attached: �'es ❑ No Ni i� _ jp�@ ('?SI I it (heck' all app)ica �: i_� � ffl Deck ❑ Pool ❑ Repairs ❑ Alteration ❑ Chimney/Fireplace ❑ Woodstove/Pellet Stove V(New Construction* ❑ Accessory Bldg. ❑ Addition Roofing/Siding ❑ Replacement window/door (Energy report required) (Shed/Garage) (Energy report required) No. of windows Doors ❑ DEMOLITION (specify): Location of ,debris removal (per MGL C.40 Sec 54): ❑ Dumpster on site ❑ Dumpster On Strpel, '- Facility Name: Location:' *If new construction, please complete the following: Single Family: No. of Bedrooms 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< ropan electricity, other (specify): ❑ Air conditioning - (separate unit) ❑ None of the above to be provided Y,Hot Water: Gas- cw-e Electric Fuel Oil Other Item Estimated Cost $ to be completed b permit () p y p applicant 1. Building 2. Electrical © (00 3. Plumbing 4. Mechanical (HVAC) 3o0 5. Total=0+2+3+4) vw — :— -� — J� SEC�i -- II i _ - NCR U hL �I u � �No Wn� m e�fiera,ta na ag�inf=ter �e���r`acr%at3i�litrti__� p ���'����'"�' (Please Print) _„ p ��i o�lOwner of the subject property hereby authorized n my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date 9,m YJ -, E - OWNERlAUTHOiZED AGENT DECLARATION« �= �' '� 't as uthorized Agent hereby declare that the statements and information on the foregoing app (cation are true and accurate, to the best of my knowledge and belief. Signed under the .ns and penalties of perjury. Si ure of Owner/Au orized Age Date T,�. n r r +_ n ��� ff Less Application Fee: $25.00 Remaining Balance: $ , Total Permit Fee: $�, Other $ Amount $ Gross Area - New Construction total sq. ft.j3J Gross Area - Alteration total sq. ft. / Permit Issued to: $' �,( ® '®_� SECTION 9 - DESCRIPTION OF WORK BEING PERFORMEb RESIDENTIAL ❑ Phased Approval (R106.3.3) k S25.00 APPLICATION FEE IS XON RF.FaTNnAMT W Contact Person: Lee- DNA, Revised CONSTRUCTION PLANS" SITE PLAN E(ENERGY REPORT 1y