Loading...
0011 VISTA AVENUE - BUILDING JACKET A) City of Salem Ward _ x APPLICATION FOR PERMIT TO BUILD ADDITION, MAKE ALTERATIONS OR NEW CONSTRUCTION IMPORTANT-Applicant to complete all items in sections:1X. , 11, III, W, and I V I, AT(LOCATION) I i 1 s 7� a 4-)V c ZONING LOCATION I"o.l 1{.� IST6eerl DISTRICT OF BETWEEN (YI Q.C� I b ff) (/ Q AND BUILDING (cnoaSSTREEn LOT(CROW\ caoss STREET) SUBDIVISION LOT BLOCK SIZE II. TYPE AND COST OF BUILDING -All applicants complete Parts A -D A. TYPE OF IMPROVEMENT D. PROPOSED USE-FOR"DEMOLITION'USE MOST RECENT USE 1g New building Residenda . Nonresidential 2 ❑ Addition(M residential,enter number of new 12 One family 18 ❑ Amusement,recreational V housing units added,if any,in part D, 13) 19 ❑ Chruch,other religious 13 ❑ Two or more family-Enter number 3 ❑ Alteration(See 2 above) of units ....................................................... 20 ❑ Industrial 21 ❑ Parking garage 4 ❑ Repair replacement 14 ❑ Transient hotel,motel,or dormitory- Enter number of units ........................... 22 ❑ Service station,repair garage 5 ❑ Wrecking(if multifamily residential,enter number ❑ 23 ❑ Hospital,institutional of units in building in Part D, 13) 15 Garage 24 ❑ Office,bank,professional 6 ❑ Moving(relocation) 16 ❑ Carport 25 ❑ Public utility 26 School,library,other educational 7 ❑ Foundation only 17 ❑ Other-Specify 27 E] Stores,mercantile B.OWNERSHIP 28 ❑ Tanks,lowers 8 RPrivate(individual,corporation,nonprofit institution,etc.) 29 ❑ Other-Specify 9 ❑ Public(Federal,State,or local government C.COST (Omit cents) Nonresidential-Describe in detail proposed use of buildings,e.g.,food processing plant, machine shop,laundry building at hospital,elementary school,Secondary school,college, parochial school,parking garage for department store,rental office building,office building 10. Cost of improvement ......................................................... $ at industrial plant.If use of existing building is being changed,enter proposed use. To be installed but not included in the above cost a. Electrical........................................................................... b. Plumbing.......................................................................... c. Heating.air Conditioning............................................. d. Other(elevator.etc.)..................................................... 11. TOTAL COST OF IMPROVEMENT $ III. SELECTED CHARACTERISTICS OF BUILDING -For new buildings and additions, complete Parts E-L;demolition, complete only Parts J& M,all others skip to IV E. PRINCIPAL TYPE OF FRAME F. PRINCIPAL TYPE OF HEATING FUEL G. TYPE OF SEWAGE DISPOSAL I. TYPE OF MECHANICAL 30 Masonry(wall bearing) 35 ❑ Gas 40 ❑ Public or private company Will there be central air ❑ Oil Conditioning? 31 Wood frame 36 41 Private(septic tank,eta) 32 Structural steel 37 ❑ Electricity 44 ❑ Yes 45 ❑ No 33 ❑ Reinforced concrete 38 ❑ Coal H. TYPE OF WATER SUPPLY Will there by an elevator? 34 ❑ Other-specify 39 ❑ Other-Specify 42 ❑ Public of private company 46 ❑ Yes 47 ❑ No 43 ❑ Private(well,cistern) J.DIMENSIONS 48. Number of stories .................C!2'.— M. DEMOLITION OF STRUCTURES: ......................................... 49. Total square feet of floor area, all floors,rebased on exterior Has Approval from Historical Commission been received dimensions ......................................................................... for any structure over fifty(50)years? Yes_ No 50. Total land area,sq.It......................................... Dig Safe Number K.NUMBER OF OFF-STREET PARKING SPACES Pest Control: 51. Enclosed ......................................................._...._...._........ HAVE THE FOLLOWING UTILITIES BEEN DISCONNECTED? 52. Outdoors............................................................................. Yes NO L RESIDENTIAL BUILDINGS ONLY Water: 53. Enclosed ............................................................................. Electric: Gas: 54. Number of Full........................................... Sewer: bathrooms DOCUMENTATION FOR THE ABOVE MUST BE ATTACHED Partial...................-................. BEFORE A PERMIT CAN BE ISSUED. IV. COMPLETE THE FOLLOWING: Historic District? Yes_ No (If es, please enclose documentation from Hist. Com.) Conservation Area? Yes_ No (If yes, please enclose Order of Conditions) Has Fire Prevention approved and stamped plans or applications? Yes No_ Is property located in the S.R.A. district? Yes_ No Comply with Zoning? Yes-4/No (If O,enclose Board of Appeal decision) Is lot grandfathered? Yes_ NO (If yes,submit documentation/if no,submit Board of Appeal decision) If new construction, has the proper Routing Slip been enclosed? Yes_ No Is Architectural Access Board approval required? Yes_ No (If yes,submit documentation) Massachusetts State Contractor License# Salem License# _3 Z Home Improvement Contractor# Homeowners Exempt form (if applicable) Yes_ No CONSTRUCTION TO BE COMMENCED WITHIN SIX (6)MONTHS OF ISSUANCE OF BUILDING PERMIT If an extension is necessary, please submit CONSTRUCTION IS TO BE COMPLETED BY: in writing to the Inspector of Buildings. V. IDENTIFICATION - To be completed by all applicants Name Mailing address-Number,street,city,and state ZIP Code Tel.No. V Owner or Lessee 2. Contractor / CO h 1� y 1 S License No. Z 3. Architect or Engineer I hereby certify that the proposed work is authorized by the owner of record and that I have been authorized by the owner to make this application as his authorized a ent Insagree to conform to all applicable laws of this jurisdiction. gn ure of api Address Application date rbAU I'DtiJ \n Professional Land Surveyors Er Civil Engineers ESSEX SURVEY SERVICE. 1958 - 1986 OSBORN PALMER 1911 - 1970 BRADFORD 8 WEED 1885 - 1972 PLOT PLAN OF LAND LOCATED IN SA ZXO MASS. I h�y 15�o 99 t SM/7N LT 2 I 5Z' OLR/�oPosED U/U�'t�.lN(r Uj I AVENUE I hereby certify to the :54ZZ 9 ZONE: 21 LOT AREA:)SQySf LOT FRONTAGE: /�UJ`f Building Inspector that the pro- posed construction shown conforms to th nal zoning of FRONT YARD: /j, SIDE YARD: ID f; REAR YARD: F% ss ss. SCALE: 90 e RI OP DATE: c)00 7 1993 �/ E REFERENCE: BK PGBron ello PLS 31317 I 104 LOWELL STREET PEABODY, MASS.01960 (508)531-8121 FAX:(508)531-5920 I DO NOT WRITE BELOW THIS LINE VI. VALIDATION Buildingr� FOR DEPARTMENT USE ONLY Permit number Building b 19 �3 use Group Permit issued ✓,�--rti"1 Building Fire Grading Permit Fee $ Z ,��� Live Loading Certificate of Occupancy $ Approved by: Occupancy Load Drain Tile $ Plan Review Fee I TITLEV NOTES AND Data- (For department use) ov �47� PERMIT TO BE MAILED TO: 11 DATE MAILED: Construction to be started by: Completed by: VI ZONING PLAN EXAMINERS NOTES DISTRICT USE FRONT YARD SIDE YARD SIDE YARD REAR YARD NOTES SITE OR PLOT PLAN -For Applicant Use O N I f 111� U TO M I D TRS �� R � NA"' I P . O . BOX 884 CLAREMONT , NH 03743 TEL . 603-543-1236 J ' z N > v I 1 . PLANT-CUSTOMIZED STRUCTURES INC. PLAINS RD. BOX 884 , CLAREMONT, N. H. 13 . SPECIAL USE PROVISIONS, CONDITIONS, LIMITATIONS: APPOINTMENT FOR FINAL UJI APPROVALG32, EXP:p5-p�-g!� BUILDING MAY NOT BE LOCATED WITHIN FIRE LIMITS INSPECTION MUST BE .. z N BSAR 95-495 REQUIRED BUILDING SETBACK: 6 '0" FOR 0 HR WALL MADE AT LEAST ONE WEEK W AHEAD---•---_._____._._. J (n 0 n CORPORATE OFFICE: SAME REQUIRED BUILDING SETBACK: 0 ' 0" FOR 2 HR WALL Ix Q 2 . THIRD PARTY-PFS CORP, 401 MARKET ST . ,BLOGMSBURG,PA . 17815 14 . FLAME SPREAD CL ,SS. ALLOWED: [ 11 PROVIDED: III F- 0 m O IL CERT J: TPIA-02 EXP:05-171-94 14A . TYPE OF HEAT : ELEC BB /HYDRONIC-TYPICAL 0 Z EL 3 . FOR INDEX OF DRAWINGS-SEE AT RIGHT TYPE OF FUEL : BY G.C. III � W LO 4 . A . MODEL NUMBER: �/ RANCH TYPE OF CHIMNEY: BY G.C . (PER MASS . STATE BUILDING CODE SECTION 2108) LU < F- a F-1 B. SITE : STATEWIDE TYPE OF FIREPLACE: BY G. C. (PER MASS. STATE BU, LDING CADE SECTION 2108) N C, p p p 5 . Use Group : R4 (OPTIONAL INSTALLATION BY FACTORY PER MASS . n 6 . TYPE OF CONSTRUCTION: 4b STATE BUILDING CODE SECTION 2108) NO.a�s i lu N 7. HEIGHT OF BUILDING : MIN. 13 '8" (FROM 70P OF FOUNDATION) 15 . ENERGY PROVISIONS REQUIRED(ELEC. ) REQUIRED(NON ELEC . ) DESIGN APP'D. MAX. 15 ' 7" (FROM TOP OF FOUNDATION) WAILS . 05 . 08 . 0472 CITY OF SALEIA , 8 . FLOOR AREA : MIN. FIRST FLOOR: 672 SO. FT . MAY. 1680 SQ. FT . ROOF . 033 . 033 . 026 BIJdTsIT*'aG l?�Pi. THESE D:. . yINGS TO BE I _ ID FLOORS , 05 . 05 * . 05 05 KEPT AT BUILDING / c TOTAL VOLUME : MIN. 9800 CU . FT . , MAX. 3180„ CU. FT . 9 . NUMBER OF STOPIES: 2 FOUNDATION . 08 . 08 * ' 08 INSPECTOR OF I � 10 . OCCUPANCY LO-D:M;N. 3/FIRST FL/UNIT WINDOW . 40 . 65 . 33 BUILDINGS "SIL MAX. 8/FIRST FI/UNIT DOORS . 14 . 14 OCCUPANCY LOAD TOTAL :MIN. 3 OVERALL UO . 105 . 167 . 088 MIN. MAX. B ( * * *=FOAM FILLED STEEL REQ 'D) . 071 MAX. Y � '� ' �' W % 11 . SPECIAL SYSTEMS - (*PROVIDED & INSTALLED BY BUILDER/DEALER/GC) y1 FIRE ALtPM SYSTEM: TYPE III SMOKE DETECTORS I^ 0C' ( ) 16 . SITE WORK IS SPECIFIED IN .N TES THROUGH OUT PLAN SET , AS r mm FIFE SU PRESSION SYSTEM: NONEGENERAL CONTRACIOR,BUILDER, DEALER, ETC . I � o < OTHER : 4E 1'7 . �1�.1 7Hi-RD PARTY LABEL IS LOCATED UNDER THE KIT. SINK a 12 . DESIGN LIVE LOAD IST DATA. PLATES ARE LOCATED UNDER THE KIT . SINK ; WIND 25PSF STATE LABELS ARE LOCATED UNDER KIT . SINK, BEDROOM �I CLOSET , a SNOW 40PSF ( INCREASED FOR SPCL CASES-SECTION 711 ) SEISMIC N/A -7�Sr�93 kT. FLOORS 40PSf At' fiOVED, u°L .;:,:`.to approval by any approval �1 m STAIRS 100PSF a � .having juriadictioe. CORRIDORS N/A -AIX,M,t "S• ! 0b; BALCONIES N/A :r usVFN lONBUPXAv n OTHER N/A k laeA Pnolrro` nriaTwwoF �� �� T l T4P'Mw D LOW-. 0. FIRE PROTECTION DEYCES- `�ON SI1 'JILLYKCrP'»OT. 71 DEVICES ARE SVIJECT TO A FlfitAL SE:v?7r?1 D' :JFECT;0N.FOR COMPLETE COMP- . ANCE WITH THE Fl7_CODE. y INDEX - I c, v-e, - SHEET NO. SHEET TITLE LAST REV. DATE z 1 . SYSTEM ELEVATIONS RANCH N/A 1-17-89 ° FOR THIRD PARTY USE FOR PE USE FOR STATE USE 2 . SYSTEM FLOORPLAN N/A 1-11-89 "- 3. SYSTEM FOUNDATION N/A 4-28-89 4. CONSTRUCTION DETAIL N/A 4-11-89 P. F. S. CORPORRON r, s. SYSTEM ELECTRICAL N/A 4-11-89 ACCEPTED 80 SYSTEM PLUMB I NC PLAN N/A 1-18-89 • m 8b . SYSTEM PLUMBING RISER N/A 1-18-89 < 9AASSACHUSETTS MANUFACTURED BUILDINGS PROGRAM 7 . SCHEDULES N A 7- 15-88 a �� _ rlrro certtfad b comply wiii'� �,,EP`' / ' all applicaW codec and regulations ott s REV I S I ONS �' A NDER fA STATE BOARD OF BUILDING REGULATIONS MA. BLDG. CODES cFIE96 v AND STANDARDS �t*• EV WENNER3 ST FF LE DATE- j9L221 139 tai ,, TOTAL 8 SHEETS + COVER SHEET I BASED ON THIRD PARTY CERTIFICATION ONLY. 15 6 Jnaturea SI'9JECT TO FURTHER REVIEW. e, i � � 1 .0 a. ♦ > Yssµµ ( 1 A Ir > < I e 5h ap6x d.dh*ood S&V •• Stdrs in d op6w d far of Gomes. W 4K-- Fmdw Slx{tte{s-Stoadwd m fsad of fimrz OKY W Optbr d an of 2-pt*Serie Hwnes h O•ehod Doors- Ned A tftk Imo CS tr&wQ -OprandmShp&*Swies _ r - r hiae Dowd- /ax dwd I%wood"F F " `o z . md Fk&V i&p [Gwed D*w!Sing p'o*W we op6md(SOP Lerd•Tri Leel) 1OF w - -- -- - Ctbie 5{d&wbrps Optiord an d�j0m*d�Fbme and rE Supp *Swiee Gomes N F5*yent h FSdat 1fff ., C ' ' m •• f N > N _b h s. n > W (L a- �+ •• < 11 W W w _ < J < 0 > Ji z ' �� 97 m r7 Ltl m E �a i IY M ® © `' Id .. L) foo'fbn 74 . Tq d4 CtY � .Y Q o z LSI LJ a 7 P~/1 w - av Front Elevation > i Scale:1/4"=1'044 " aL l 12 - - • Y Left Elevatron Rear EkvatTon IL Qj/}f I l rJGIRt Wn'a U + - Scalel/8"=1 '0" Sca(e:1/8' 1'0" 7 ' o e � • PLAN TO BE KEPT QN SITE S ! D l NG SCHEDULE *NOTES* � SIDING EXPO/T#r CLACRS TRIM REWRKS f COVEREDREFER OINDEX ON THISSHEET SHEET�U LOCATE SPECIFIC INFO NOT 4' STRUCHE TURES/HNC. END INSTALLEDRE IBY FIELDCUSTOMIZED CONTRACTOR ` HINGE LOCATIONS AARETILATION SUPPLIEDSHINGLES AND�INSTALLED BT OUT A T Y < o 0 (SUBJECT TO LOCAL INSPECTION) CUSTOMIZED STRUCTURF_'3 CREWS- VINYL G VINYL (40 VOL.) VINYL V1NYLAIMr REED SKIRT BD 2. ELEVATIONS AS REPRESEN?"ED MAY NOT BE.SPECIFIC REVISIONS ( 'DBL } ' A. BALANCE OF SIDING NOT INSTALLED AT. FACTORY. 5. STANDARD EAVE SOFFIT IS 3 " AC PLYIWOD TO MODEL DR SPECIFICATION GRADE ORDERED. � SNfIJCLES = NORMALLY ALL GABLE END SIDING 0M LAST ROW OF WITH ALLUIRLf VENT STRIP TO PFOVIDE ATTIC *CEDAR PINE 8D5 PINE/HRDBD (OPT.) ( 5 fkP � t; SIDING FRONT AND BACK.) -. VENTILLAT/ON ALONG WITH RIDGE PENT. J. THE FOLLOWING ITEMS TO BE SUPPLIED BY FIELD B. EXTERIOR LIGHT FIXTURES♦ CLJW$ (�T ) CONTRACTOR AND ARE SUBJECT TO LOCAL INSPECTION. C. ANY PANELIZED PARTS FOR 2ND FLOOR CONST. 6. 151 FELT INSTALLED AT CORNERS OF HOUSE AND *CEDAR PINE BDS PINE A. EXCAVATION, FOUNDATION BVRK,SILL PLATE,LALLY AROUND ALL OPENINGS FOR ALL SIDING APPLICATIONS. s FIELD APPLIED D OOF SYSTEM.M T-•11f REQUIRES COLUMNS AND SILL SEAL. IE:CAPES, GAMBRECS,£TC)S E A/R INFILTRATION BARRIER INSTALLED UNDER CEDAR d - � PI1 f1BD8D !P CAP D. KNEEWALL SIDING, WINDOWS,SHUTTERS, ON SPLIT SHINGLES AND CLAPBOARDS. " 1 • �f/R YfRTICAt P1IEBDS {OPT) - , B EXTERIORTAIRS W:TP1 MAX. RI=SE OF 7 1/2 AND ENTRY MODELS ARE AVAILABLE AT,EXTRA COST. . . ..,. «._ w.. �..:MIN. TR AD OF 1J"(NOSE ;TO NO3E) t 7. MODULE it+IDTHS ARE AVAILABLE►N 12'. 13' AND Tf'. C. .EJGTERIOR-RAfLINGS Wl•IERf REOU RED.\ ,' ! A. -12' !VIDE-W FLOOR JOISTS,- p6" O.C. 0;;= bH9ISPDUTS AND CUTTERS 1NiE7tE REQUIRED._ ;, NOTEt REFER TO-CUSTOMIZED STRUCTURES FIELD INSTALLATION . t . z _ T ON 8. TS• @ '14S WIDE— ?xT0'.FLODR JDIST8,' 16", O.C. +10w31DIACS REQUIRE FIELD &Rtt/H? A4 STAIN/7VC MANUAL;FOR.SPECIF(C CETAILS_OF.FIELD FINISH AND 9 RESPONSIBILITY. P� { 8 �` • a. MODULES AVAILABLE IN ANY LE' WTH UP TO80'6w. !tom ._ _.. _._ ,. ♦ .J.. ..r - J . ..• _ fie." , .. ., -..;a _ .• :-iiJ •/ : P {11 S .Kr •�l 4 4�- L ^ a fry 1 WINDOW SCHEDULE NO. TYPE MAT. R.O. SUB ~ I CSYT 9AOD 3'4• x J'S 3/8• 20-0 (yJ 2 CS74T 11ODD 7'11 1/4• x 5'5 3/8 DOW-4954C _ 3 DBLHG 9100D 30' x 41 1/4• 24164C Z - 4 DBLHG 1000 38' x 57 1/4' 3224-EC W 52'0" 5 6 3224 2416 2416 28X68 PS R B (j J tiltII YTS x�oo (n < U 9 U\ 3 N I� • . . .•. 10 [n p rn• x ow tt 0 12 F- Mstr "C' DOOR SCHEDULE ZD > 13'2" Bath O I• I • " \` Cathedral ifing NO. TYPE MAT. R.O. SUB W _1 1 J 5'0 �f BQ A EXT 11000 'O 3/4• x 6'70 7/6' PS 6L J a N N 0) NBedroomil ® D10 Kitchen >, '' a EXT srL/INs '7 1/2• x 6' 10 1/2 YT2osL }- .. " r Dining N M C EXT STt/INS 'f0 1/z': 6' 10 1/2 IRs O X �- Linen D INr HRDBD 1'2' x 6' 9 1/2' 010 ~ 0 rn ( . E INT HRDBD 1.6 1/2' x 6' 9 1/2' D16 �. IL N Z •- < •. i INT NRD71D '2 1/2• x 6' 9 1/2' D20 LL] 3 W W 026 D20 6 INT IMM '8 1/2' x 6' 9 1/2" D26 L1J < }-' w I- O H INT F6mBD '2' x 6' 9 1/20 cw-50 = Q' < '--I < N o \ I INT HRDBD 2'7' x 6' 9 1/20 W24 V) p p p N J INT HRDBD 2'9' x 6' 9 1/2' YND26 n YWBP50 --- -- - MWD26 I -- ------------ _ N YWD26 IND24 ---WAY-- 61WA60 Zbn n A7r7c LIGHT & VENT 4n ------ - ----- - ' ACCESS l ' i ROOMS AREA R.LITE R.VENI A.LITE A.VENT `�•' rY ____ IIV RV w, 1 273.8 17.71 6.6 J4.4 49.80 --- ---''--- r DIN RW 134.4 10.76 5.38 30.0 15.52 i ------- -------- Cathedral Ceiling, KIT • 172 13.76 6.88 12.9 24,22 Q' No h -------- -------- a i w yw 84TN • 77.3 6.2 3.1 4.9 2.93 ~ a ` Bedroom J3 --- --- --- ---- ��`-��Living Room i W AC.BA TH 48.3 3.86 1.93 4.9 2.93 Bedroom#2 ' ---- --- --- ---- ' IIFOFN(7 174 13.92 6.96 20.06 11.44 o w w N io g5 DM UP i RMW2 175.7 14.06 7.03 20.08 11.44 N az to 78'1 1/2" BEDRW3105.6 8.45 4.22 10.04 5.72 c Ij 13'2 1/2" i p x z 0 T'., (n W ,fOX68 LS' r v o i Y'2DSL • ART I F I CAL LIGHT AND VENT ADDED a U f 9 V i BON'-4N'S-EC 3224 3224 CERTIFICATION a a © = STATE, THIRD PARTY & a DATA PLATE M } S T = STATE LABEL Fs = THIRD PARTY LABEL DP = DATA PLATE • "EGRESS WINDOW SILL HEIGHT LESS THAN OR EQUAL TO 44" ABOVE FINISH FLOOR." z z O_ N W w F- °A REVISIONS Y PLAN TO BE KEPT ON SITE � � s o' / Please Note: Foundation as shown is sized to rough frame size of home • F— If exterior insulation is used on foundation walls, concrete pour must 4J be downsized from dimensions shown the thickness of insulation. Sills must w overlap insulation and match dimensions indicated. (n x . � a WF �t 5ro' ------------- --------------------------------------------------------------------------------------------------------------------------------------- , M .. W I -------------------------- , N ---------- --------------------------------------------------------------------------------------------------- i i On recep& Laundry Remp i - .. iL 'died h !!utalied try GC I w Q cJi, h / ' t t � I �• C N •- .. � �\Im Y. o a 1 1 1 w w a W Li Q Q 10 IC) 0 1 1 1 60" E'0" B'0" E'0" i Z_ __F_ -�_ -- _-- -�_-- I , 1 , --- I , I ,-___ ---I i Iw n 1 , ' I I Ld n 1 I I 1 I 1 I O ! �U Loli} column k Footing 1 1 ron, , 1 Smoke DFtecto! 1 i o A+ r_„�J£ Stair Ares i i o N ado Z l I Tv . 5j6 Q x X Z 00 a)of W i 1 I I I Q Q ound6on Wal' oondction Footing ' • 1 _______________________________ ____ _ _ . a m � I I a- T11 7/8" iJ'3 1/E" R+e -5'1 1/E" �o 6'6 1/2" Shia S'6 3/4" 9'6 J/4" i 114�.a'as 3216 M76 3216 3216 LAN TO BE KEPT ON SITE 1/2•x15• ANCHOR BOLTS OR STPOS 061000.C. - TOP OF S!UE WALL ERS NOTES AM 12- FROM CORNBY BUILDER,DEALDI.C.C. ION PLAN DIMENSI 1/2' PLYNOM a• SITE CONDITIONS t. FouaDESIw¢D m KR;PL�FCI MR LOCAL!ODES*At i TEETCOHOIT ONiS. MAY DICTATE A THICKER WALL 2x8 PLATE S. MWTmACTOR ISKREFQ1 ISLEAND ON TO ASW E "OTINCS ARE KLOAIMOn 2x8 PLATEJ,= 3. CONTRACTOR IS Kpa ISLE To INCLUDE OMMOL AoINTS Amo O ` NOTE: WALL HEIGHT FICt"ED PROVIK PROPER BALL THIC*TSS To PROTECT AGAINST — Ib FOR 2xtO FLOOR SYSTEM LATEIGL PRESSURE ON Law FOUNDATION WALLS. N t • ~ II►�11�11= '�• AS USED ON 130 !14' BoxES s. iALLY COUM SPAOIw WT » VICE Vll- ON ia' WIDE.R•S' an u 2x8 STIIS =T —f l •j; N'WIK,1'O. ON M' WIK.RPECIAL COUSIN LOCATIONS WILL Or 1— P SHIM aY SOLID CIRCLf�FOJ DATION PLAN. COLIANS PROVIDED Ir • AND INSTALLED K BLD '. 3k1/(B C.G. FILLED LALLT COL. A. CRAWL !PACER RL@UIK VENTILATION ON 70 OPPOSITE elm N FDMATION WALL •iL. & i. 2x6 SH2x6 SILL WITH WATERPROOFI _ f (BY BRitDER/DEALEN/c.C.) WITH ATMYp ,REA Or NOT toi THA lecifth TTY t- q S x3• STEEL PLATE APM M t o FOUNDA '��• MAOIATION WALL WITH T�. LIQ' •t+ WATERPROOFING CN WALL lEICFIIS MAT YARY CONCRETE FLOOR 30•x3C'x1D• CONCRETr BECAUSE OF SITE CdlD!TIONSD. "SEMEWT SPACES IDT P'ar NARITNLE OR OCOIPIABLf RDONS NIST11SISIFs- FLOUR F00T1116(TYPICu) K PRwIDLW WI� A aLAss WIIDaN ARRA a NOT Utas tNANREV1SlONS —III �'•' (YINILRSI) ... . N^ '. OR FOUNDATION CONTRACTORS 1/60 OF THE FLOOR AREA aERvm. Two 12-n2• ar¢IYJLL BAa1Tf Irr II(�� �r PROVIDD WITH SLUM AREA Or NOT In$ THAN OR AM WINDIN ARE REWIRES IN R.I..NASITNM SFAKa LIST K aW . — �* l•� -. tl+ CPDIASLL ARCA Dt MDI LESS THAN Q AMA aERVLD. PERIMETER DRAIN A, B Y.I POLY —IIL_IIL==111 k'Y:. I AS REQUIRED — _ _ — �_I.=1 I II— PERIMETER DRAIN .T . AS REd11RW 7. am DETECTOR s w •� •� f' .I 1 —I�_I 11 I_�( _ � 6 WL POLY ( ) urPLttO m CURTDYIEED slRucTula LNc.• a. • N Ilr It V , V: a FDR THE 0. I*. LAGTFD BY Tla LCl OFFICIAL AID .�•y'o-y� N d.'�.Y . III=111JI 5• CdPACIED "ISTIRM SOIL NOTE: tiSULATED ON SITE 6Y BUILDER,DEAIER,C.C.' — _ - _ - - •r, 1111N1YAV) Poona S�ft. Is REQUIRED iN •CA OK MIOKE OeTtCTOt , a -` r T -_ - - t•�' III:�II �. W� �—a = _ �• tar�ATEo q,A •. �Wo�rtD +�LrrAo� .abt tDw LwDRr RF+arTADu — • 25W WATER NEATER RECEPTACLE Ii mn2mA)To o-.. •� LfOI ST12tBED SOIL- .z 0 r IJII 77 Li _ ".:.s. _.. a:, tr. .. . ". : — � .,. .. ilt Pl4+ilIOED AND INSTALLED BY THE SUI SPL 1 T- ENTRY KNEEWALL nl I— I u I_ir _. TYP I CAL. SPL-I T.�'ENTRY. WALL LALLY COL ; ,, ,, a. BTAIRI ?O}Ii tuscabti'iuor•�1m A» i1tTTALL!!1 _ - - :BUiLDER/DSALCR/S.C..-'( aEe F60Nt KAN ►L51 !SACT tpGlT10N. UMN I EO01 I NG . . :. UNDISTIAtBED ,IIIDIL s:GQ1 sJB`.1 0• aCAlis aj8•-1 0 _ acuE: s awl • r a �+ TIP �CALF WAIL ECALEt 318 1.o•. �W/t • t a e. ... .... a _ .. ..... - • r. .. .v. .. ,:.. . ..:": r. -.. . . a :•_.: ,:. . .. �- ...r. • . .,, .. c#:. .. -w. - ...r2.....�:... .Y.r�..a:.:..,.%.x ..v._.,#. n.was Y w¢. Ws.L a >.fix. ,da.S. .:..?::<.w•_s+`.».,R... ,.. ._._ _ ..:—n . .. _y my .... C DESIGN CRITERIA ENGNfFlT?RID ROOF 1ROP a CH TOP ORD IJI'E LOAD 40ps/ Ld W RIDGE VENT TDP CHORD DEAD LOAD 5w W BOTTOM CHORD DEAD LOAD 10ps1 = TOTAL 5D W WiND,LOAD: 25ps! (n)- NOTE: FOR HIGHER SNOW LOADING(UNE LM)TRUSSES WILL J w ROOF SYSTEM / 12 HE RME.GM FOR DDE HIGHER LOAD. —F- 4 TH RU 12 FLOOR LK LOAD•, Q Z IN FIRST FLOOR ILOAD 4WI--11,1 J is DfTAIL C Dw Law Iw W Q F- DETAfL A 0~ Q z Z_I DESIGN SPECIFICATIONS O d Wk A A A A A I A I I il A A A A AA —� z `• / ', ROOF SYSla w U O •� I CLASS A"FIBERGLASS 8W ASPHALT SHINGLES J Iq FELT PAPER -1 Q t!7 x EXTERIOR WALL SYSTEM 19/32"EXPOSURE ONE APA RATED SHEATHING — Q ENGINEERED TRUSSES,24'ro.C. F-U •• > SIYPL R30:R36 OPT, FIBERGLASS INSUL W/KRAFT PAPER VAPOR BARRIER cn— } O of . MARRIAGE WALL SYSTEM 1/2 WALIBOARD,GYPSUY I-- Zo- m d EXTERIOR WALL SYM W O}• d 15/32"EXPOSURE ONE APA RATED SHEATHING W U Z Q 2X6 SR/DS,SPF STUD GRADE OR BETTER,16"O.C. _ W W DETA L L E DETA I L D DETA L L STAPLEDB B��TION W/KRAFT PAPER VAPOR BARRIER Q ~ af ~ IYQ Q -,,� FLOOR SYSTEM (� 1/2" WALL ' MARRIAGE WALL SYSiF1A m 3/8"EXPOSURE ONE APA RATED SHEATHING N 2X3 SNDS,SPF SPUD CRATE OR BETTER,16"O.C. Z i ' 1/2" WALLBOARD,GYPSUM - w INTERIOR WALL SYSTEM I� H T f 2X4 SNDS,SPF SND GRADE OR BETTER,16"O.0 W o R13 FIBERGLASS INSULATION,FRICTION FIT RATTS,AROUNO O m STAIRWELL OPENING wr H � \ ', ! ••�. 1,!2" wAl(.BDARD,GYPSUM FLOOR SYSTEV FOUNDATION 23132"EXPOSURE ONE APA RATED T&G UNDERLAYMENT SPLIT ENTRY STAIR SYSTEM SEE NOTES •a, 24'WIDE-DBL 2X10 PERIMETER W/2X8 FLOOR JOIST,16"O.C. U)MATL a y a'• I SPF{2 OR BETTER WDE n 2E& 285flDE-DBL 2X12 PERIMETER, W 2X10 FLOOR JOIST,16"O.C. _ In o S't LLAPL SPF12 OR BETTER LLI N z �•,• '•t EXTERIOR & MARRAGE WALL PERIMETER BEAMS USE 2X2 LEDGER TO SUPPORT FLOOR JOI57S,EXCEPT NEW YORK REQUIRES 2X3 LEDGER p x z '} •'.'.+ OR JOISTS HANGERS TO BE USED ALONG THE MARRLAGE 1-- o o r N mw `r WALLPER'V,ETER. JJ IAM M1II.1` I.J I��A •.,4w{A0 SOLID BRlOG1NG MIDSPAN p a o t i R79 INSULATION URBARRIER BY G.C. - x d NOTE: NEW YORK REQQUIRESES DBS JOTS UNDER ALL NON BEARING PARTITIONS.CROSS SECT I ON � SPLIT ENTRY STAIR SYSTEM ENTRY PLATFORV BUILT BY CUSTOMIZED STRUCTURES INC. (2X6 SPF E2) a AND INSTALLED BY G.C. �® �� ,/�f J MATERLAL SUPPLIED BY CUSTOMIZED STRUCPJRES,INSTALLED BY G.C. PUN ]KE J MIN. TREAD 9"(NOSE TO NOSE) nm NEN'YORK REQUIRES 1 1/8" NOSING m MAX RISER 8 1/4" (3) 2X12 SPF 12 OR BETTER STRINGERS HEADROJV 6'8"MIN.,6'6"YIN. NEN'YORK ONLY HANDRAIL 34"ABODE TREAD, 30" TO 36"ABOVE TREAD NEW YORK ONLY DETAIL A ROOF SYSTEM 2" SAFFEL LOCATION DETAIL C DETAIL E OPEN STAIRS REQUIRE RAWSDFRS 9"O.C. SUPPLIED &INSTALLED BY G.C. BAFFLE USED TO PROVIDE AIR SPACE ABOVE INSULATION WHER£ REQUIRED AN ICE AND WATER BARRIER 2x3 KNEEWALL IS APPLIED UNDER THE SHINGLES,PER THE MFG SHEATHING SCHEDULE INSTRUCT FROM .THE EDGE OF METAL 71E STRAP AT TRUSS ROOF SYSTEM LOCATION BY CUSTOMIZED STRUCTURES THE SOFFIT TO A POINT 12" MINANSIDE (T� ) THE INTERIOR WALL. LOCATION THICI NESS GRADE MR OPTIONAL GALV DRIP EDGE ROOF 19/32" OSB 40/20 15/32'SHTG. ' EXTERIOR WAIL i - 1x2 TRIM SYSTEM • EXT WALL .15/32" OSB 32/16 3/8'SHTG.OR OSB 1/2• SHTC. 1x6 FACIA FLOOR SYSTEM COMPRESSION STRIP SPF /2 SOFFIT 1/2" SHTC. MARRIAGE WALL 7/16" OSB 24/0 3/B"PLYWOOD COMPRESSION STRIP R19 FIBERGLASS BLOCK 24"O.C. - INSULATION W/VAPOR FLOOR. 23/32'7&G UNDLAYMT 24-O.C. 23/32-LMAW - 2" ALUM.VENT STRIP BARRIER SUPPLIED 0 EXTERIOR WALAn L SYSTEM 3/8" AC SHTC. AND INSTALLED BY G.C. 1. ALL SHEATHING IS AGENCY RATED y DETAIL D MARRIAGE WALL 2- ROOF SHEATHING-ST PLED(RESN COATED),ALL OTHER FLOOR SYSTEM MARRIAGE WALL SYSTEM SHEATHING GLUED d SDAPLED(OR NAILED)PER w DETA 1 L B FASTENING SCHEDULL FASTENING TO SILL PLATE FLOOR SYSTEM. TOE NAIL PERIMETER RIM JOIST TO THE NOTES h SILL PLATE,W/16d NAILS 16"O.C. OR NAIL QQ THE FOUNDATION ANCHOR STRAPS (IF USED) 1/2" a STEEL DOLTS 1. FOOTINGS,FOUNDATION WALLS AND BASEMENT FLOORS ARE 70 THE RIM JOISTS BY G.C. DESIGNED AND INSTALLED BY G.C. PER APPLICABLE CODES RELEASED SEE NOTE BELOW i/2"SHTG.,& 2X8 SUPPLIED, AND SM CONDITIONS 2xB SILL PLAiE INSTALLED BY G.C. 2. DETAILED STRUCTURAL INFORMATION AND CALCULATIONS ARE AVAIABLE IN OUR QUALITY ASSURANCE/CALCULATION MANUAL. e� (BY G.C.) -T • jj L o Q• 3. FASTENING CONFORMS TO BDG FASTENING SCHEDULETHE FASTENING F mal 3 NOTE: KNEEWALL AND INSULATION < F • cs MARRIAGE WALL BEAM BOLTING SUPPLIED & INSTALLED BY G.C. SM AM-ARE IN OUR QUALITYASSURAACE XCUATION MANUAL- o •� RHODE ISLAND REQUIRES 1/2" f BOLTS (INC.2 WASHERS & NUT) INSTALLED LALLY COL.& PLATE 4. ATTIC VENTING IS PROVIDED THROUGHA C011&NATION SOFFIT MID 1/2"xt5" ANCHOR BOLT o .o DBL SILL PLATE OR 2'0" FROM EACH ENO AND A MAX. 4'0' O:C. 6Yp (8Y G.C.) _ RIDGE VENTING SYStEMCALCUU110NSARE AVAiABIE OR STRAP 6'0' O.0 AND t2" ALTERNATE FASTENING IF MATING WAALL RIM JOISTS ARE NOT TIGHT, M SEE SHEET /3 OUR CITY / MANUAL t Z� A FROM ALL CORNERS •0 OF SIDLE SILL PLATE SHIM AT 8017 LOCATION BEFORE TIGHiING FOR SPACING 5 NEW YOWL REQUIRES THAT INTERIM FEW MATERIAL o e !!! BY CUSTOMIZED STRUCTURES. FASTENING TO lOIEEWALL ' r ,, W A YM MASS 'C SURFACE FLAME SPREAD WK. _ ••o NAIL EACN FLOOR JOIST TOJT r Yti KNEEIIALL TOP PLATE //(2) 16d NAILS: ot y T._. ._._.__ -mow•.-..._.. _.._. >. ,. _,. - �'._-"'n'x_-`z��'t't""'�"1�� ., • _—.I r. FUTURE VENT l FITTING- SCHEDULE 2" KrTCHEN DRAIN/VENT DEV FITTIAVS 1214 141 2411 PART/ AESCR/PTIOV W T - -o ° /L� 90 --------- --- --- - - J 1-f LLS L1f 1-/? 90 Ell 1 1/2" LAV DRAIN/VENT 2 90 ELL ' I �. . 5 2'90 L.S. I'LL :. .. c► 3" MAIN STACK VENT BOffi -------------- ---- I' 6 3. 90 ELL a W . qh r. 7 3. 90 L.S. EL L �- A� TO �E KEPT 8 4xJ CLOSET ELL Q z N 1 1/2" LAV DRAIN/VENT- 1 1/2" TUB DRAINJVE�IT c�n.ad 0� SITE 9 4' CLOSET RG $ U 3 I ITIE - ' ' 10 1.112'/ &II//��TEE ta. N p BOX A 2" SHOWER DRAIN/VEN7 Ming 12 2rl-1/2r? S TEE Sol TEE T 14 2xh l 1/1 SAN/ TEE 15 3' SAN/ TEL N --" 16 Jx3xl-1�1 SANT TEE •• 1� Lu b 17 JrJr2 SAKI TEE W ' 18 1' TEE WYE&1 88D .. l ' 19 2x2x)-1/2 TLrWYfd•1/8BD F• S a •• � IFf Bedroom/� 20 3' Tff M&1188D — v> }• Q at - 21 JxJxt-1/2 TEE W(E&11880 II- S�' N m M 22?J JzJxz2 EE M &1/8 80 14') .. o ✓ r_+"- i io-- 24 JOPOMLE TEE W I x W V: 25 m JrJxl-1 2x1-1 DBL TEE W ._.N Q 1- (Y h 26 JrJx?r1/1/2 D94 TEE = CL N jr < 7 Q 27 Jr3r1r2 DR TEE L/) p p p p 28 Jx2 MSHIAC 29 3r1-1/2 BMIAG X 30 J' CLEAMT V J1 1-112P TRAP Z 32 2' P TRAP — + ------ 33 TUB DRAT & OVERFLOWin AT71C ; J4 BRAACYI TAILPIECE 61 0 .,,, ----------------- ; A=SS 36 TIMWS WASTE 22.5x3, i 38 2AUX RY STAA1/? DBC SANT TEf ________ 37 LAUNDRY�STAAL)PIPf 18 TO 30" n�•,;: U r '--'-" 39 JXJX1-112X1-112 DBL SANT TEE B�X B ----- -- ---- 3 CCN"cn7mj, W 40 1-1/2 DOUBLE TEE y n 1 Bedroom#3 -- _-- --- ---- g _Living Room W ' Bedroom/2 - DOM'- UP- ---- StPPLY FITTINGS � DA !/? Cu PPE L 1lSlAC r 314- Cu TYPE L TUBIAG 0 g C AMT SCALD Y/X/AG VALVE "'w 0 TEIP &PRESSURE RFL IEF VALVE I:D o 7' - lil 74 E J/I' COW STA° V a o ' --------- ' A ----------------------------- F 1/1• COW STOP ------------------ -- 90W-4W5-EC G VACCLII WEAKER 3224 3224 H PREMPE REXCIAG VALVE > SHIP THIS 3 BASEBOARD LOOSE NOTES: HOT WATER HEAT 1. EIERGET,C'r eGnER SWI rC.SEs,rHfRLDSUTs AAD WIRf PROVIDED AAD IASNUED BY cusravLzfO srRCCruR£s /AC. m I 2. ACT WATER DEAT fLnENTS STUBBED r0 / &OTTCY OF FLOOR JOISTS, COAAFMON DISTRU61TION AAV IGNLNC BELOW JOIST �(�I I'1•-�CU Imo"/`�jl� jV JOISTS BY FIELD CY.WTRAC°fit. I / w� J. fAPE I INSTALLED HOT RATER TAT TB/M IS {I��-�+---�- .]� TYPE r COPPER. 1 I w%c, - - 4. WATIAG EMENTS ARf SIZED tag TO Tii y ABOVE CALMATED /EAT LOSS AISt?:CA1 S.SOBTU1*4T (f 180 F EIrER TJ•P). �1 5. ALL DOILERS, SIZ/AC,uD IXTALLATIAY (% ARf BY flt7A LYNIRACTOW. MM►►� cc: 2 �}- }-�` :r�l�r� I*� I� NOTM PLUMMING -- {.Y_ 1L��fS• I� '� f. ALL vtw c L s,w d1 CrCYED APPLICABLE PLwLAr c19DFs,Lsel[ nl-so4 2. ALL YIXT I EAST! 1 LASS ARF PYC SCH 40. y.�� J. fACTLAT /ADT,HI[8 61TER I/HES'ARF '1 �� 11�\� M*yvt�� - 'yy U, A I� 4. LTMM MAY L/AES EAP X17M S/AIY T�'�I �\ r t'' 1 i111ECl1' YATITIrS MD MIER CLOSETS ARF � � --'�/J[✓� - >= /� �.L �I• IVIAM 01T SKIT OFT YALWS NZ OF TW nno camcnav BY CONTRACTOR. 1O _705, 1y \ 5. 95-6 SOLDER USED FOR S7EAT CaNcr/O U W TEST/M. Ot L�JIICIY�IVIv ,(�1 �J A. C"III",tA:f/tL®WIN AIR ID I #Mpsl AAD qa= IN 011f'M B. PIC LINES AA! jFMA IftfN ATR• Sys/ LW MW AV 11 rylMETt1. ` I 7. FIVJ LTJR1UM I$ JA( FOR G OMPLETIN"/#MIM KIN FLOOR JOISTS REVi S I ON'S 1 AAP /NSIALL 10 PDT t7TEA5/O14T,iW RAY L 1K If ALS WTH MR/L'A1Cr LTLYS, �E f ' L VIAM/M AAi AV>EFtRFACF CM Y. � - -- _ f. SIIRYAW AW MILY AV 919C49M - SWR/0 AAD IAVXL® BI•C.C.. i`--' �.•r ^ .�,�I�'�"_-1� - !0. /D1iRf YFA75 ARf CAPPED A/D lAal1FD. � — 1 CAL PQ nM _ 1 . 1.1 T011Fir' STAKURD - �- 7a- FQ1 W.- 7.41. P -- 11.aF LPP SI1F Lkh1ECTIQI?BY C.C. ` - tl 13. FAP ADDITION AV=SFr CMR9fFl affw � _ 14. AM lWM Tlar ON IMTMA TER,w JCR/DRYFR pips j�v FAP CRAEE SPACE RMS SEE STM 10. w w J zitzz Q C9 NAILING SCHEDULE CONNECTOR & ADHESIVES SCHEDULE N BUILDING ELEMENT NAIL SIZE h TYPE NO. & LOCATION REMARKS ITEM SIZE & GAUGE LOCATION REMARKS STIR TO SOLE PLATE 12d COMMON 2x4 2 DIRECT 2x6 3 DIRECT JOIST HANGER BGa. U SHAPE,GALV.,SDO/cap. HEADERS AS REQUIRED PERIMETER BEAMS STIR TO CAP PLATE tad COMMON 2x6 3 DIRECT CARRIAGE BOLTS 1/2'x9' A 6'0'O.C. •• J 00 DOUBLE STUDS 12d COMMON 12'O.C. DIRECT STUD SHOE 18Ga METAL VENT PIPE HOLES THRU STIRS PLATES ETC AS REQUIRED w = •, J � CORNER STIRS 16d COMMON 16.O.C. DIRECT ~_ Lt1 •• SOLE PLATE TO JOIST U } cc OR BLOCKING 18d GONION EA J01ST,18.O.C. LOCATION ADHESIVE REMARKS �-- En m ao Q, EL ROOF RAFTERS TO PLATE tad COMMON 3 TOE NAIL PREMANUFACTURED TRUSS SUBFLODR TO JOISTS 3C CONSTRUCTION ADHESIVE }202 CONTINENTAL CHEMICAL OR EQUIV. < ROOF RAFTERS TO RIDGE 16d COMMON 2/RAFTER PREMANUFACTURED TRUSS WALL SHEATHING 3C CONSTRUCTION ADHESIVE }202 CONTINENTAL CHEMICAL OR EQUIV. w 3 w w FLOOR JOIST TO SILL END NAILED LEDGERw Q ~ X O ~ 16d COMMON 4 DIRECT DRYWALL TO WALLS-CEILINGS 3C CONSTRUCTION ADHESIVE J202 CONTINENTAL CHEMICAL OR EQUIV. = Q' Q J Q OR GIRDER OR HANGER OR CEILING JOIST TO PLATE 16d COMMON 3 TOE NAIL M 16"O.C. F2000 ADHESIVE SYSTEM FOAMSEAL INC PLY#DOS ROOF AND 1 1/2-NARROW CROWN 4"O.C. °EDGE BUILT UP PERIMETER BEAM 3C WOOD ADHESIVE +680 CONTINENTAL CHEMICAL OR EWIV. n WALL SHEATHING CALV. STAPLES 8"O.C. INTERMEDIATE a 4 PER HEADER TO STUD lad COMMON DIRECTHEEA S OAND Z M1 WEDGE C. PLYWOOD SUBFLOOR ad GONION 4'O. TMG PLYWOOD 8"O.C, INTERMEDIATE MAXIMUM SPANS ROOF SHINGLES 1"x1" GALV. STAPLES 4/ SHINGLE HEADER SCHEDUL EXTERIOR BEARING WALLS w m BUILT UP BEAMS 16d COMMON 1600.C. DIRECT Fb Fv E RANCH/SPLIT/GAR.TP.FL CAPE/GAMS/GAR.BOT.FL = F w OPENING STUD TO TRIMMER 16d COMMON 16"O.C. DIRECT SIZE SPEC IE/GR PSI PSI x10-6 24'WIDE 2611DE 28'MIDE 24'WIDE 261IDE 28'19 DE CRIPPLE STUDS TO HEADER 16d COMMON 2 DIRECT 2-2x6 SPF/2 875 70 1.3 5'9° 5'7" 5'4" 2'7' 2'5" 2'3" H n ROOF ASSEMBLY TOfA TOP PLATES tad COMMON 24.O.C. DIRECT 2-2x6 SPF{1 1050 70 1.5 6'4" a'i' 5110' 2'7" 2'5' 2'3" n LEDGER STRIP 16d COMMON 3 EA JOIST-DIRECT 2-2x6 SYP/2 1200 90 1.5 619" 616" 6'3" 3'4° 311" 2'11" W = 2-2x8 SPF12 875 70 1.3 7'8" 7'4° 7'1" 3'5" 3'2" 3'0" N m z 2-2x6 SPF{1 1050 76 1.5 8'4" 8'0" 7'9" 315' 3'2" 3'0" m 1. FRAMING LUMBER S P E C I F I C A T I O N S 2-2x6 SYP12 1200 90 1.6 a'11" 8'7" 813" 4'5' 4-1- 3'l 0' N m w MINIMUM VALUES IN PSI 3-2x6 SPF}2 875 7C• 1.3 7'i" 6'10" 6'7" 3'11" 3'7" 3'4" U o < r 0- U ITEM SIZE Fb Fv Fc REMARKS 3-2x8 SPF12 875 70 1.3 9'4" 9'0° 818" 5'2" 4'9' 4'5" • EXT. WALL PLATES - 2x6 775 60 650 DOUBLE PLATES 3-200 SPF/1 1050 70 1.5 13'1' 12'7° 12'1' 6'7" 6'1' S'8" a STUDS/JACKS 2x8 475 60 450 3-2x10 SYP+2 1200 0 1.6 14'0" 13'5" 12'11" 8'2" 7'10" 7'4' Q PLATES 2x4 950 60 650 DOUBLE PLATES 2-13/4'x51/2' MICRO LW 2800 285 2.1 9'1' 8110" 817" 6'1" 5'10" 5'8" STIRS/JACKS 2x4 525 60 400 3-13/4'x51/2• MICRO LW 2800 285 2.1 10'5" 1011' 9110" 7'3" 7'1" 6'11' } m INT. WALL PLATES 2x4 950 60 650 SINGLE PLATE(NLB) 3-13/4'x11/4• MICRO LW 2800 285 2.1 13'8' 13'4' 13'0• 9'7' 914' 911" STIRS 525 60 400 PLATES 2x3 950 60 650 SINGLE PLATE(NLB) STIRS 20 525 60 400 MAR. WALL PLATES 2"3/2x4 950 60 650 DOUBLE PLATES STIRS/JACKS 2x3/2x4 525 s0 400 FASTENING SCHEDULE PER BOCA 1987 FLOOR JOISTS 2x8/2"10 825 MO 700 APPEND I X-0 Pq.509 f f AND BOCA Research Report 80-16 FLOOR HEADERS 2x8/2"10 825 W 700 FOR PNEUMATICALLY h MECHANICALLY DRIVEN FASTERS PERIMETER BEAMS 2x1O/2x12 825 60 700 W/GANG NAIL PLATES TRUSSED RAFTER 2"4/2x6 • • • SEE TRUSS DETAIL OWLS PLYWOOD SCHEDULE O y USE THICKNESS GRADE SPECIE REMARKS SUBFLOOR 3/4' UNDERLAYMENT SYP,DOUGLAS FIR EXT. WALL SHEATHING 1/2' COX SYP,DOUGLAS FIR ROOF SHEATHING 5/8' COX SYP.D000LAS FIR F MARRIAGE WALL SHEATHING 3/8' Cox SYP,DOUGLAS FIR < O @.gip®g REV I S I ONS I 99tj vp 198 �... .W. . �i N Cn :ALAN TO BE KEPT w ON SITE = o ' �OMtr11 V 0 c , • 1 I SIZE : 200 AMP SERIAL : 921379 An — CIRCUIT DIRECTORY W K1 REFER,/OUTLET 30 20A K I TCHEN rA RANGEi'o P K2 OOUNTER/OUTLET Z EGFRIB2 AKWI 12-2X ICY0A LOOKKITCHEN R.P.rK3 FLOOR OUTLET pp DIAL •• N •• 14-2X 14-2X QR 20A KITCHEN 15A 4I J224 Y476 Y416 . +. J }. DR OUTLETS GFRs OUTLETS Z N r{t 20A DINING ROOM 15A 80TH BATHS/OUTSIDE ti ,m ►EDICLNE fT _ _ _ Sl, 14-3X BWIB3 0WR1B2 \ DGFR1B2 CFR "� ELIB3 - Di"ASHER LR OUTLETS DWRW BVUI FL1A3 ADIa31 .H0B3 OA 15A LIViNG SIM EGFRIA2 FYFRIA2 ADrB1 AKJ81 BORAI (fA3 B BASEMENT BR1 OUTLETS � BL 8182 II F Y ADP82 FGFRIB2 20A (BREAKER ONLY) 15A BEDROOM ,1 14-?X FL IEDICNE CABRETi 14-2 BA'341 BDf�i F FURNACE BR2 OUTLETS N O FL 14_2 20A (BREAKER ONLY) 15A BEDROOM /2 J Q F- 14-3X CdJbdra' CkiTuy 12-2X - - Wlic MRNESS Bedroom#1 W WASHER M3 OUTLETS . p�`L AGFRIB2 14_3X �, 12 Kitchen Dinin(1 20A (NO BREAKER) 15A BEDROOM #3 DROP SIN Lo IL DUU1R1� -''"14-2�'� 7 D DRYER L1 CEN LIGHTING < N 14-3X lic CGFR1Al2 ,-'' 30A (NO BREAKER) 15A D!NING/I(li/HALL/SD' ~ U CV m a ABrr'Bt ----- _ ------- EL� hE1A3 � .. f14-2X — 14- _— SOX p, 1AJ 12 2X/ SOA 'rJALL !EN = ILAJ W co < Q Q CL163 14-3 COIL-w TO @ASFI— N Q Q Q Q CB? B: CL1AJ® INTER-0010— DEW M 89iT 9gKE DETECTORS a1�T _ AD ONLY O ; 12-2X o r—, p ✓' p---WAY - \ i JLlA3. ALIB2 BK381 BL1A3 JB1 N n DL1A2 4183 J, yr*` -- ----- w e 14-2 TOATTIC 14-3X 14-3X - ` - - - n SIN 14-3X ABR23_ ; T i ABR3B2 14 3X f S O ® ALR$3 Q a ---------- _. ----- -- YClXss -------- B1R83 DLRA3 ----- ATi,C ACCESS LA;hR SMRCH i CLRA3 fV �X B t4011NT t 5'0" Ar.f. --------- 0 ------- o -------- -------- i Fi4RNFSS ------ IL1B3. `� 14 3 TO Cathedral CeTm --- ---. — --- — I q c 14-2X £ 5 '' W ,4- 9 - - - ---- - --- J do DROP ' Bedroom/3 -- _-- --- --- _ o l.rvm Room d Bedroom/2 - - --- - DOWN UPT'" 14-3X LEGEND d 14-2 RUN 14-2X LL9�342 BtRAT - .�� - - - 14-2X 14-2X DEck \ SN DW,R REMIACLT � RA Wr RFCEPTACC( }} 14-V • 14-2X Jr4 f SW 3224 BOM-A"�C I ST;Tp$P RFCFPTACLr © RAACT htltY' FAX �-� 4 s/Lc:r roar sera+ • - i/f7f�(E�.R g�-C.,►0NCI IEC�TDREQl1�n ! 8kSWEW BY G.C. j T �T ml W��i--�,��1� 139—,7' 34 }DIY 11lm ® AME WrrCTOF �s VJ!Nf- �(S �$f1 \j> �1. A 4« 431Y�!KN O FIERJDSTAT F4 EfIETsacT>frr7all fn (CARL£ FV) {®; T E vc T WL~AYLMSSI fAoW7 OW HrRt fur RawSRa V1 REA rAA0 MIT MM r.pl,it"crew KAT FM' LOU Al AN ,�:�.�.�• ® (s- rD rr Ftlra/ nage) Cf1PQl.CAD fAul RFLYI'TACiF TO BE KEPT f— R LL�TR,r .� IST LASM-CRQ#C FAULT CIRWIT „ _ ON SITE I NOTES _ PANEL KEY C I RCU I 1 LEGEND 1. ALL ILIMIAC aMA1LcftM A EWIRIE7Ir A%Ul Lr LISTED 7. ELEMIC SIMONMD WATAW AMID• uo OArT/F7 A 9120 SLW RAW AS ME LM6, IELLdW TAIr AS PMfES1S 7106, 0-0YIAIRIaIXI CXAWLZ I : J 4 �. IrY A M4f/pMLCY ELLiWIIID TESIIK LA"tAMrY AMD FR WL W AMW 01MUMED KAT LOS'S. SAM SAT AS IIRFE MOWTRt WTE]tSECi OS. Ill"IRIAORCIM A 1P1 S l p OM/M4TION WITH LISTIK•A LAKIMS. ONEWroft A S. ELECTRIC SEAT BELEM &V LM/ILDINS WITH MLT SAW OR 17. /lalW 971M A &ES *AP CaWrl`/06 OR OTWR A1M%MD KAR -4Row COVIPAENT 0L4LL K AVITADLE Ir AAM INE LWAT/OV O71ER LICALR !METALLED KATLMC. r'lm KS.C. 1 AlLUEr r I C1XVIT PR0p4M1O1i FXW RELEASED r AID LW. - 0. APft LAKES SOM AS OM TER MGI MER. 4RJWr A WYLR WY it •! KWITACLES ARE LCG4 TF1' IR TIE MINS) AIL FlIDTECTED a mm"lY PAWL W Y. PW ALMOMU V9110:•111W, LAW"TIONT 96LLL LLC OF rITE BE FLEu ♦WTALIED SY LOIILrR KAM s,c, QT[ w«TTLET. J KUWW lJ :. C/RWIT r3'IpMTIaN (W PAWLN12S). to t AMlMUAiD FW /Ullr. la. "W!III U JS!-.M REV ALWf" R p4 WPM. JI. M1lJt r�TE11 R+MF LRDr IUi1E AEAR1r A�AL.0I1[t -f�) J. *-START K WIRE t J. !!O►T r'iACl�f J�RLL EEECrir 7O A f i. WILD' �l SNL[11E 7rTAL19 ATA �t'•lF 7Y if1D OF 4rrRE L80TAW o4wirvia r 'klRif. ILr E IIIM'!MST to EIE4)pww - - 8�IWE AN.-_ _lE.(!f tl 4. WIRE SLOE 1-10• {_ 4. ALL * M v Ar MiL�Tm r ow KTLi "$ ::�TTIE4RLIF - AT 00 Or WC.12-70.. RELf�uYws SETALLD ALL AE. ,LLL IMT R. 4AWD YW 1J. *LL 4JISAW M�Ctr(►A7?ErtMR!/IRLLt ww JIM. •. r uWO4.ft. 4MIK ALLED /W New /AM ti. - LmAc OR S/kt�s TIL]AII Ar la. Ammic ARI EAI N ART.OR IM,III bT. MRTLALLI`FACTORY •_ Fin n r > Ic WAT . Ara LM S.E.�1�1r All UN K/SLxt VW ITTICIAL. .I'ELiD. - h LC _ - - INMKXV 4E. MErW Faro Or AN t WIll►t aaftm !Whip MRAmW i4. AM VLir I"10 aR M4f1EaW. IABD SWUM S SIMM � CiLIWWI T lNRtl Mr K t7Tl�IMIvu ai. wBEr w/tr a pa�a �ilErlx�Rairr or s.C. `T S. It! t98.�OWN" tA/�E LY�� /rN Ic MllR11b rlltAW, Q'1'RiRAI l� 'ft AUDW SWW SE7ErMS•. 'BLD IAAK Ib SIL MOM t F IMf�diTLw S iVruN!c L+Ogf iltTNw NM.Ka. ' Ew Eli . - io v14 _ CERTIFICATE ISSUED DATE August 16 1994 CITY OF SALEM SALEM. MASSACHUSETTS 01970 BUILDING PERMIT - a�E,m„ CERTIFICATE OF OCCUPANCY DATE July 26 11 9393 - PERMIT NOM 285-93 Avvuuer C B C7Tif;Y ADDRESS LU VUU [SVS. Sa1a11EYaa. 1��11.�..��-- ''jjam^,.A. INA..�1�. (ST+EET) ICONrn•[ LIC[Nsu NUMBE OF PERMIT TO 1�'W B�11JLM 1_1 STORY llyPJ DWELLRING UNITS 1 ITS.[ Of IM.+OY[4L MT1 NO. IPRo.oSEO usEl ZNIN AT (LOCATION) li Vista Ave. - ;*uxi 4 DISTRICT_ INR.) IST.f[TI BETWEEN LYrl h Rd. ' AND IC.o[S SI.Eill ICROSS STREETI LOT SUBDIVISION LOT BLOCK - SIZE BUILDING IS TO BE FT. WIDE P, FT. LONG BY FT. IN HEIGHT AND SHALL CCNFORM IN CONSTRUCTION TO TYPE - USE GROUP BASEMENT WALLS OR FOUNDATION �,,.�. I T"E I REMARKS: i et4 Smit entry game kuxwe i Immmull !I � _ Y AREA OR rEEEE VOLUME o-.mu soue+[ rtnI n orals Alslw O�FOraOrTl Y,n1bf11bO to lR TED ON PREMISES sl1To f.'Flo OWNER E �� TO BE PORTED ON PREMISES lV LT2SLd Ave. :3alemAt'iAN7p. ;EE FISME3IOETLtMIMIJONS OF CERTIFICATE ADDRESS �A�"'JJ ` DEPARTMENT y��y,,L �PPROVAL„FOR CERTIFICATE Of OCCUPf1NCY and COMPLIANCE Tobe filled in by each division indicated hereon ,upon completion of its final inspection. BUILDINGS Permit No. 285-93 � Approved by Leo E. Tremblay Date 8/15/94 s � � Remarks —_ I i i PLUMBING Permit No. Approved by John LeClerc Date - 8/12/94_ Remarks r _ I ELECTRICAL Permit No. Approved by John Giardi Date 8/12/94 ,: Remarks— OTHER Fire Permit No. I Approved by_ Insp.Prezewski Date 8/1/94 i ' e I Remarks r OTHER Permit No._ Approved by Date i Remarks m _ BUILDIN_ - PERMITf �F DATE . J � JOB WEATHER CARD " ' APPLICANT-.-�U L+'+�Jl�j PERM'��3•"d_LT y0, —__ ADDRESS V.L �1 .ISTREET) �. .. - PERMIT TO A�Q 1a. t //�GP ��/ - `m.+ ICONt q•f lIC[N[[Sfi^ p STORY .YIQ .Nw. UMBER OF - /J IIrP[ 01 IMFROv[w[xtl yp, Y_PJ DWELLING UNI TS (PROF [0 US[I kILDCATIDNII � ;,,ZONING(S EE ) D15TR ICTTT WEER m IGOf> STRE[TI AND - :•ice n*. yu 2 _.. ICRp33 STREW) SM `NMA` gp SUBOIV IS ION l0T ' BLOCK - S ZE a`*. .K+'sk•. .a BUILDING IS TO BE FT WIDE BY FT, LONG BY - - "' ...r FT, IN NEIGHT AND SMALL CONFORM IN CONSTRUCTION,%V TO TYPE_' USE GROUP - .BASEMENT WALLS OR FOUNDATION REMARKS: U1 i*Ji a 411iis�. LJ QVIJliny kREA OR /GLUME [. •F.?". F ESTIMATED-COST $ FEEMIT �, ' 'C JBIF EOUAq[ FE[TI - � F YY S�JS JWNER '.00RESS - - BUILDING DEPT. F ` :ERO PERMIT.CONVEYS C PIG NT TO OCC Up ANY STREET ALLEY' Oq,SIDEWALK OR-'ANY+p9RTS PE:EpORITO EA TEMPOSARS % •ERMANENTI H EJV IS I HAIEN TS ON PUBLIC PROPERTY NOT 11 FICA LIY pEgMITTQ ':.UN OER TME -BUILDING CODE. MuS Ie[EGP.F. 'ROVED -0Y TME JVRISOIC TION-. STREET- OR ALLEY'Gq AGES AS WELL AS DEPTH E4N DSl OCA TION R THE LIC SEWERS MAY BE OBVRIINER 'ROM THE DEPARTMENT OF PUBLIC WORKS­ THE ISSUANCE OF:T NIS PERMIT DOES NOT:RELEASE THE APPLICANT FROM THE CONDI I6 JR ANY APPLICABLE 5U801VISIOH RESTRICTIONS:- - X S_ nNIMUM OF THREE CALL AFI ROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLIC SBIE SEPAR E8 'S. S PECT TIS REOUIREO FOR $ S L CONSTRUCTION WORK: CARD KEPT.POSTED UNTIL FINAL INSPECTION MAS'BEEN WHER TS ARE ABLREOE SED FOR,, FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- ELCCTR MECMANI CALF PLUMBING AND �� PRIOR TO COVERING,STRUC TURA L OUIRED,SVCH BUILDING SHALLNOTBE OCCUPIED UNTIL FINAL INSPECTION TI TO BEFORLATH)E FINAL INSPECTION HAS BEEN MADE_- . FINAL INSPECTION BEFORE " OCCUPANCY. POST THIS CARD SO IT-1S 'VISIBLE ;:FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION-APPROVALS �� _ ___ - ELECTRICAL LNSPE TION 4PPROVA43-_�^"» y, ]ARD F EALTH G SPECT NAP ROVALS FIRE DEPT. INSPECTING APPROVALSs J 1 HER CITY ENGINEER i a` _ F : rani K SMALL NOT' FROCEEO UNTIL THE PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON`T XIP\CARD� is JR HAS APjj,gOV[tl'IME VARIOUS WORK IS NOT STARTED WITHI1}�IX MONTHS OF DATE THE:ES OF CONSTNUCTION: CAN BE ARRANGED FOR BY TF PERMIT .yyy000NE-- PERMIT IS ISSUED AS NOTED fIMOVE• OR WRITTEN NOTIFICATION;- i iii+++