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Building Permit #Exception - 25 Nantucket Drive 7/11/2012
rAORTfi BUILDING PERMIT D 61 0 TOWN OF NORTH ANDOVER 10 .4 APPLICATION FOR PLAN EXAMINATION 1A 0 Permit NO: Date Received v "SRA 1E ox ACHUS Date Issued: IMPORTANT:Applicant must complete all items on this page -U R wt Orint, Vf, lodA id'� 'i mlflx_� _ FRRO-PURT-Y10V E -TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ildinq y New Bu One famil clZo:6=rmoLref:am�i Industrial Addition Alteration No. of units: 02, Commercial Repair, replacement Assessory Bldg Others: Demolition Other A- `V-,-,'WdtetsH&d'Di9tei t e i F-lo k "N"ov a DESCRIPTION OF WORK TO BE PREFORMED: 2 a Identification PIgase Type or Print Clearly) OL Phone: O–04 OWNER: Name: Address: 0/ klo 5" ,JA nip?- I . NT, -RA-Q�!T;Q�R�i N 5Phone' 77,7 Addresses J X) x� .4c ............. A ate_�� 22 rA A—V • pervisoN gR b-fi6Wi66&6 �s .C 61- 73 J z 7 ARCHITECT/ENGINEER-_Nu bo,� M, 6;11 Phone: 0/ - Address: 19-,\ 'BR'leog. No FEE SCHEDULE.BULDING PERMIT.$12.00 PER$1000-00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: 3Z, FEE: $ Check No.: Receipt No.: NOTE: Persons contracting with unregistered ntractors do not have access to the uiarang dd ure o Signature of Ad' contract Plans Submitted Plans Waived Certified Plot Plan Stamped Plans TYPE OF SEWERAGE DISPOSAL Public Sewer Tanning/Massage/Body Art Swimming Pools y Well Tobacco Sales Food Packaging/Sales Private(septic tank,etc. permanent Dumpster on Site THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL E DEPARTMENTAL S IGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT i COMMENTS I CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Siqnature I COMMENTS �I Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature&Date' Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street •,Yri Lv;� �y-'f" i.:aa'� :e {w, �,�+4`M�' #?tta" FIRE'DEPARTMENT " Temp Dumpster on site�y s ..R xhrft *, ` no Ac^ta,wr. *aat-.rtr 'm .n.pt sig.�n'+ra.:fttuA reL°-cIgrejDept1MnStreotdrat ,k3 Ma t E, G - 5 � COMMENTSi � tS.�.,.�U-�fiG. �'' .:� ��.�T--�G�'`�-,:..x.•���,,.�;���k� � F�� Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— (For department use) ❑ Notified for pickup - Date Doc.Building Permit Revised 2008 �- Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then.get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:INSPECTIONAL SERVICES DEPARTMENTMFORM07 Revised 2.2008 i VVI N k7 VkA o4-,� � ��� o REVISIONS: BY: UNIT SUMMARY ONTINUOUS RIDGE VENT EFT UNIT, RIGHT UNIT ' I] • ]BEDROOMS 2 BEDROOMS { �1 ]-V]BATHROOMS ]-1/] ATHROOMS ]CAR GARAGE ]CARBGARAGE LOWER LEVELS 360 5F FINISHED LOWER LEVEL:$16 SF FINISHED D FIRST FLOOR:1000 SF FIRST FLOOR:915 SF _ SECOND FLOOR:$35 SF SECOND FLOOR:l25 Sf UPPER I'XB'FLY RAFTER �12 I TOTAL FINISHED SPACE,1185 SF TOTAL FINISHED SPACE:2015 SF EXTENDS DIMENSIONS AlJD3PACING'OF` B•BEYOND FACE OF- •nc I \ GABLE WITH I'X4'FRIEZE BELOW. _'-'�._..._--._.._._...._... . 'I STRUCTURALMEMBERS ------ d INCLUDING JOISTS,BEAMS, TIM ' W 1'6allPOSTS.ET PURE SHOWN ON FOR THESE DRAWINGS MUST BE STAMPED BY ANARCHITECT PRIOR TOP PLATE AT SIDE OF GABLE w1J EE TYPICAL SOFFIT TRIM �` ENGINEER PRIOR B'-O'ABOVE STAIR LANDIN DETAIL TO CONSIRUCIION ERT 8`$�L�F17 LOWER I•XB•FLT RAFTER Et `,, FOUNDATION DIMENSIONS EXTENDS 17'BEYOND FACE OF G n' SHOULD BEVERIFIEDAFIER GABLE WITH 1'XV FRIEZE BOAR O L] �, P.E. 7!, INSTALLATION.AND PRIOR TO m r II O T_ ING WINDOW SILL 3'-I'ABOVE 'TATE _: G, �C__ � � MATERIALS.CPURCHASE HECK BUI AND LANDING TO PROVIDE '+ 1 VE ALL DIME CLEARANCE FOR HANDRAIL —__—__ -- - -- -- '- - ---�-- -- - QUANTO — BRACKETS, TEMPERED GLAS -_--_ ,_ _— APPRO DETAILS CAREFULLY. L-, L_ ,a LVE STONE OR GRANITE 1'XS'WATER TABLE TRI - __ __ LANDING WITH STEPS DOWN TO _ _— GRADE AS REQUIRED PXB•PLINTH BLOCKS WITH BASE _—__—__ CAP SCALE:AS NOTED \ \ TERRACES BEYOND DATE:09/20/2010 \ _ LEFT SIDE ELEVATION �� AI.I Z SCALE:1/4' 1'-0' \ll O 111!!! Ln 3 - -ONTIN000S RIDGE VENT Ix Z I 7PICAL VALLEY U z "> ll lel CONTINUOUS RIDGE VENT �0 Lr) CA �•L ] � O1] T OVERHANG AT FLT RAFTER lJ '= J 1 � LTH t'FRIEZE BELOWQ p : ,Vl INSTALL 2 COURSES IIW SHIELD I 1 w. Ix AT ALL ROOF EDGE TOP OF JOISTS-ELEV: � Q Z V -----------_ _— -- ----X ]l'-B-I/]' Q -_--_ I —_ _-- --rc TOP OF WALL-ELEV:]L'-9-t/1" a: •� DJUST OVERHANG OF SOFFIT ® ® ® ® ® - wL2 TO ACCOMMODATEDETAIL DIFFERING Q R OOP PITCHES AT FRONT AND I LL SIDE. SEE DETAILFTT O D : w -----•--R SECOND FLOOR-ELEV: i. —__--_----__ --- --K TOP OF WALL-ELEVe Il'--I --- - ------------- SHEET,..INDEX ® ® _ gL FROM EIEVATRIN ®® A1.2 REAR EIEVATICN ' 3'-5'TALL CASEMENT WINDOW WITH PANEL BELO A 32 LONER IFLMRPIN A2.2 FIRST FIIXW PUN T A23 SECOtO FLOOR PUN (11 FIXINOATION PUN -2 FRSE FLOOR FRAMING A]A SECOND FLGOR FRAMING --__— - •-N FIRST FLOOR=ELEV:9'-1• N.a ATi1cfMNING DETAIL ANWG TOP Of SILL-ELEV:8'-7' D DETAIL pR1WINGS �\.. LUESTONE OR GRANITE LANDING WITH STEPS DOWN TO TERRACED STONE RETAINTFrG GRADE AS REQUIRED F WALL REQUIRED GUARD RAIL A IR ' SIDEWALK ARE ADJACENT TO p+�y, f..`.• 1�. ___ ---._..—._.—...__ DRAWING NUMBER. •.."" N" --------�--- EASEMENT SLAB-ELEV:O'-B' • (®( _rr•�1��jj // [! ?�,,C4.��. _-_— __—__—____---_— —__—__ a GENCHMARK ARAGE SL • L•�.:.. `.. .` / L,_, �"N G"i. —_---- -__—_-- __—__—_- DOOR • .�R` ELEV:O'-p•AB 1 _ ALI 1 RS1T2�•../ / -�`R /./, {3r 1 FRONT ELEVATION SCALE: -o• r REVISIONS: BY: 17 • �l D D T� 17 11 D • �13 TOP OF PLUMB CUTS APPROX —_--__ _----_----- ------ EQUAL TO TOP PLATE OF WALL OWENS ONS AND SPACING __ I 11 1 1 _____ _ _ _ _ _ _._ _ - - - STRUCTURAL MEMBERS i -- - - ------- SEE SOFFIT TRIM DETAIL ON - - - - - INCLUDING JOISTS,BEAMS, SHEET A1.1 FOR FASCIA,FRIEZE POSTS.ET CARE SHOWN FOR ] DJU5T OVERHANG OF SOFFIT AND OTHER FINISH TRI T�' •_I - - - _ - - - _ BIDDING PURPOSES ONLY. TO ACCOMMODATE DIFFERING - - - - - - - - - - -'- + ROOF PITCHES AT FRONT AND ADJUST DEPTH OF SOFFITS TO ST THESE DRAWINGS MUSE BE SIDE. SEE DETAIL ALIGN BOTTOM OF PLUMB-CUT AMPED AN OR STRUCTURAL PRI L ENGINEER PRIOR TO CONSTRUCTION LI U FOUNDATION DIMENSIONS SHOULD BE VERIFIED AFTER n INSTALLATION,AND PRIOR TO -__- - RAFTER PLUMB-CUT DETAIL PURCHASE OF BUILDING, SCALE:1/1' 1'-0' MATERIALS.CHM AND APPROVE All DIMENSIONS, QUANTITES.ANDD AILI CAREFULLY. n FM I SCALE:AS NOTED - ------..._...---------..----"------- ----- DATE:09/20/2070 _._................._.._................_.........._........._................................. -----` -- - Z O RIGHT SIDE ELEVATION AI.] SCALE:1/1" U � ONTINUOUS RIDGE VENT O � I Z •I I O �7 UZ 124 (� Tn CONTINUOUS RIDGE VENT INSTALL 3 COURSES IIW SHIELD I T ALL ROOF EDGES O U � 1 I TDP OF JOISTS-ELEV:]l'-E-I/]" --- ---- —�---- Jill 111 11 1Q Q /1 TOP OF WALL-ELEV:24-9-1/9" 11J Q � U O U M -------------------------------------------------------------- ---- SECOND FLOOR-ELEV: TOP OF WALL-ELEV:D'-a-I/e' --- - --'--------' ®® ®® AAA22212]SHEET LEVEL P OIA Alt FRONT EATIAL5E CORNER BOARD A1.2 REAR EAn- SEOD FLOPAPNNULWWT FLO N N Alt FOUNOATON RAN Alt FR V ROOK FRAMING SECOND ROOR FRAMING FIRST FLOOR-ELEV:9'-1' - --- --- ----------------- A1.1 ATTIC FFUM Q N5 ROOF FRAMRiG TOP OF SILL-ELEV:8'_9 _—__ —_ _—__—__—__—__ __—__—__--_—__----__—__--_---.__—__—__—__—__--_—__—__—_ ALL DETAIL oRAvnNGs . � a Acz DIET- - ETAa wuwwrs I�jlBfy TONE RETAINING WALL DRAWING NUMBER: BASEMENT SLAB-ELEV:O'-B' ----- - BENC^HMARC: GARAGE SLAB DOO ELEV:O-O' /®9 1 ,p�/-ypgJ d l3 li 0 0 REAR ELEVATION A].I SCALE:I/1' I'-O' REVISIONS: BY: LOWER LEVEL EXTERIOR DOOR AND WINDOW SCHEOULE Onw ADTNRER InfDOEIO. OPEHIxD iEb IRS OI ANDERSEN FM460[RR f O %[-a PR„PARE,wSTALL AxD ul ATNER-PRDOf ALL W 000$AMD DOORS ACCOROwG TO MxuFACTNRER'5 wSTALLwT10X NSTR=110NS. R.R io<oxsiRucT�iox aeimSTmnE MxuFA�CTuaENSTwRE r[QRnmEo vlT.coewsv3 P R wmeovii�FT aoucx OPexwDS DIMENRUCTUR L SPACING OF STRUCTURAL MEMBERS INCLUDING JOISTS.BEAMS. POSTS.ETC ARE SHOWN FOR BIDDING PURPOSES ONLY. LOWER LEVEL INTERIOR DOOR SCHEDULE THESE DRAWINGS MUST BE ro s¢e 1 bwNc ax xDTes oR STAMPED BY AN ARCHITECT OR DDDR oPExwc STRUCTURAL ENGINEER PRIOR r-r Lx a-2-v2 z f-ID v2 wte RATED TO CONSTRUC71ON Oa'-o•x[-R RN 3'-2-1/3'x 4"10-V2' NILE RATED FOUNDATION DIMENSIONS DOi a'-o•z['-e•LN s'-2-In•x[•-ID-vz' SHOULD BE VERIFIED AFTER INSTALLATION,AND PRIOR TO O DOOR z[e 6•-2-v2•x[•-:D-vR• PURCHASE OF BUILDING z['-10-v2' MATERIALS.CHECK AND APPROVE ALL DIMENSIONS. GUAM B IES,AND DETAILS xcs usteD Aae cexEalc wDNsraY szes.veRIPT aouex Dnexwcs or setecTED nwxuFAe7uaeR PRIOR To CAREFULLY. coxsTau<nox. SCALE:AS NOTED STONE RETAINING WALL y_9 DATE:09/20/2010 3r-O. 91 V a OZ si A.a O s I TIAL HEIGHT FOUNDATION 1 I I j ? tiWA I A a' o oLc I / PLAT BOON PLAY ROOM i In 3-1 _3 11 t Z O�7 z • — • —_ _________ _________ _ __ _____ rY r___ _TO FIRST FLIT _7. I TL __—__7—____—___ w p L'STEP DOW I REAR OF GARAGE-ELEV:O'-]' 1 Z------ N+—B SLAB-ELEV:O'-B- 3/1'GALVANIZED FURRING WITH _ ` p� J ' NSTALL S/B+ TYPE-X GWS O '` I/]'GW OI I --�--- - _ -Ll"S�iN:D CEILING OF `/ I �---- �— GA E. P XTURED I / [ MECH. - ' [ 'NIS RIN I PAINTED. /-I TALL 5/B'TYPE-X GWB ON WALL \ 7 71D CEILING OF GARAGE. z 03 EXTURED FINISH.PRIMED I PAIN7ED.7 ' '1 O Q Q nFr•u I ' LOPE OF 5 ABOVEII I ' Q ----------------- ------------- i' 5} I B II I CH OWARDS DOOR FOR DRAINAGE- 0'2 C) BENCH MARK t I I GAk*GE SLAB DOOR ii I I I ELEV:O'-O• I 1 O ' I —REAR OF GARAGE-EL6NLL..o'-]• SHEET INDEX 'I BASEMENT SLAB-ELEVI y'-B' At.t FRONT ELEVPTKMt 41 A1.2 REARFEVATION -1 1—R LEVEL RAN A2 FIRST FL-It RAN SEc—'FLOOR RAN I ® I r�♦50WN--T� II . A11 FOUNDATION RN. �ENCNMARK: O, ' P Tp 10'11 O' GARAGE SLAB R DOOR FIRST FLIT A32 FPtST FIODR FRAMING I /1'GALVANIZED FURRING WITH N.5 SECWO FLOOR F7tAMING ELEV:O'-O' I 1/]•GWB llM.a ATTIC FRAMING ROOF FRPMNG Ayl OETAILDRAW WG9 A42 DETPW DRAwwcs INSTALL TERRACED STONE RETAINING WALLS AS REQUIRE DRAWING NUMBER: Azol LOWER LEVEL PLAN FIRST FLOOR EXTERIOR DOOR AND WINDOW SCHEDULE REVISIONS: BY: Q—ACT.... nooeLOR cores oR ' OA XML/ANDERSENB'T TED Ea TBD - 0'0019 ITH W `w wHI—.' E:9ovEDoo OO Op /ANDERSEN FITX EONERLECTED Tpp ANDERSExO�RMO ITRnx -clR.mRN ADDRION Of OC ANDERS[N DopDi H-1 X]'-G-D/I' AfFmt] DO ANDERSEx Ta]X)HX)-J L-O-VT x i-O-1/Y OANDERSEN 1w11— D'-O-VS'X--l- 0 INDERSEN '-0-1/cO,LNDERSEN Tv].- -3 O-x-T/C xi'-O-VY PND wopENeR-PR wof ALL wxoOvs TND DROOas CDRdxc To nA`uFAOTSREa'i ES FTL aD cw IoiER Nos DIMENSIONS AND SPACING OF RIOR TO CONSTRYDTION. -vG-TRYTE MAXYPAOTXRER-ARE PERMTrtED 0RN OWXER'b PRIOR APPROVAL. X X STRUCTURAL MEMBERS INCLUDING JOISTS,BEAMS, POSTS,EIC ARE SHOWN FOR BIDDING PURPOSES ONLY. FIRST FLOOR INTERIOR DOOR SCHEDULE THESE DRAWINGS MUST BE STAMPED BY AN ARCHITECT OR D DOOR R2E I vRHc avXGN STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION O PAR F - z T-o -J vJ x 1-J-IO FOUNDATION DIMENSIONS SHOULD BE VERIFIED AFTER Q CA-%.viXRc ]'-J-v]-x mq-VT INSTALLATION,AND PRIOR TO PURCHASE OF BUILDING MATERIALS.CHECK AND APPROVE ALL DIMENSIONS. OUANTBIES,AND DETAILS USTED ARE I—RI.WDus1Rr-ETES.IERIFT RMOH OPEXmcs OF beteOTED MA—A—RER PRIOR 10 CAREFULLY. SCALE:AS NOTED 5•-9• DATE:09/20/2010 5-1/1-X 5-1/4'PSL POST UP TO BEAM IN 12'CORNER BOAR 77 Z IF II FM Ln i� O r I : I I LIVING a� L � � o i� DINING to Z ,R I I O V KITCHEN i I I '` L'XL'P057 UP TO RIDG r i I I U z FALSE CORNER BOAR `�\ N CEO BOARD WITH D'WIDE �/ Lo i' ' FACE ON GARAGE SIDE.1' c : I It i -� —____ FACE ON REAR w O 5� P LIS)RISERS I I I I 'I 7'-I _-_ 3'-L - Z L•-B7• < < O i PWO 3Z fTT—' I R Rn 11 1Z n 1 3-1/2'X 5-1/1'PSL POST UP TO BEAM IN ATTIC ---- I 5 --�---- " -- ---- — I = 3� f O I n : I y I I{ ^ L_ O ------ -� LIVING 12'CORNER BOAR ® I I KITCHEN I I I I ® _ DINING B - !E l�• I j SHEETINDEX 2 I li A• T-2' MA FRONT ELEVATION 5# I 5'-10 i i !- 3-1- i i I A1.2 PEAR ELEVATION i I I ! I 'I' I I IUCWE..._...._.._........__ • ..._.-_1...... .......... i I ORNER BOARD WITH D•WIDE A21 FIRST LEVEL MAN I I --_J 1 FACE ON GARAGE SIDE.1' A22 DFLOOROOR O AN i I I I !{ FACE ON FRONT A2? SECOND PIAN A11 FOUNDATION RAN O5, JO FRST FLOOR FRAMING D P 1151 N.l SECOND FL000.FRAMING ATA RFRAMWO 3-1/2'X 5-1/4'PSL POST UP TO RISERS AT PSL POST UP TO ROOF BEAM IN ATTIC 128' _I� BEAR N — ETA AT71C ETA FRAMWG PL.1 IL giAW WLs O'C.M. ]'CORNER BOARD Ala DETAIL DRAWWOS - BRD. OA lI l'-ID 1'-1' '-5 T'-O• ---I T-O -L• -5� 7-27 •-O Z8•-T '4-O- 7-2• 5._9. DRAWING NUMBER: �7oz FIRST FLOOR PLAN A2.2 SCALE:1/�'�I'-O• REVISIONS: BY: SECOND FLOOR EXTERIOR DOOR AND WINDOW SCHEDULE 0 n noon R mu.N ewTs - - nO AxDERSEN wffmaoa i-o-a/t x a-t-ve OX ANDERSEN TO]IOx10 D'-O-Ve•x i'-O-Vr G.RE55 OO ANDERSEN Tm]IOalO D-D-I/e X L-O-Ve TEnPERED GU95 PO ANDERSEN Tm]10110-] a O VL X L'-QVr E.RE68 OO ANDERSEN P1010 N-O-I/]Xx-O VY I........ RO ANDERSEN APC]a x-O-VY%t'-hVr TEnPEREO.iA!! wRE.waTAu xD m wT ER-PROOF.ua mwDDus AND DOmxs wcroxwx.T nwxwwcT RER•s sTu AnD TRucTb DIMENSIONS AND SPACING OF A TORER'S ROu.N OPES e.5 wMD uxrt BIIDTN!MAY VAR CfR�nED T Tw oA ER �EN5WN5:VERIfT ROu.N OPEwM.S N5 STRUCTURAL MEMBERS PJOR TO CONSTRYCTIOX TROtE nwxufADTURERB ARE R W vx '6 PRroR wPPROVwa. INCLUDING JOLRS,BEAMS, POSTS,ETC ARE SHOWN FOR BIDDING PURPOSES ONLY. SECOND FLOOR INTERIOR DOOR SCHEDULE THESE DRAWINGS MUST BE STAMPED BY AN ARCHITECT OR e] DOOR s¢E 1 lmw. oPEuw. STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION ]-b-I/r x 1-0-2 FOUNDATIONDIMENSIONS O]-v X a•-e-aR ]-e-v]x L•-b-Mr SHOULD BE VERIFIED AFTER INSTALLATION,AND PRIOR TO O Y-a z a-e RN ]-e-VY z a•-b-VY PURCHASEOFBUILDING MATERIALS.CHECK AND ]OE Y-D'X a'-r RN T-]-V]•x I- V2. APPROVE ALL DIMENSIONS, O c sEn o e L -ID v]z a-Io-vr QUANTITIES.AND DETAILS CAREFULLY. O C a DOPE u+ ]-e-VY urtlL OOGIORSF]a x a ' L]1/T x a-q-VT uSTED ARE LGxER�C wOuSTRY SITES.vERRT ROULN OPExw.b OP SEtGRED nwxufwCTURER PRIOR TO ------------ SCALE:AS NOTED FULL HEIGHT SECOND STORY S'_q DATE:09/20/2010 WALL 1'_p- 31'-O' 5-1/1'X 5-1/1'PSL POST UP 1 0 DOW TOPOF WALL BENEATH GABLE O O B'-O"ABOVE STAIR LANDING -O� Op OP P (SHADED) .z SILL OF ROUGH OPENING 3'-1- ABOVE STAIR LANDING TO PROVIDE REQUIRED CLEARANCE S� 3'-10}' 3'-3 •-� I �_ 23 FOR HANDRAIL BRACKETS. I O I I U TEMPERED CLAS I' n, O BATH] /J n BEDROOM 2 G - � �' - - MASTER r II Z pv �\ BATH z ( � i O x. ED ATTIC "- n1,1 LATEO ATTIC U _y {J �? E55 HATCH �1 - �(�\ ESS HATCH I Z L'Xi"POST UP TO RIDG H �! A50VE�O Q `,� `/ ABOV_ --10-- Q I O._ I 23 Ln 02 ` 2� OPEN T i -- _�- J O X Wl y WLR 71 x T LINEN �i--1 ! FOY FOY `,i 3#" 3� � 3�' I/x�I Q U SLOPE OF RAFTERS ABOV '-i' '-i' '-B<• !-9� _a%'_" -�`' 23 Q !i Z �+ LAUNDRY v O H x /� ¢ ' •'W FALB -FRAME SLOPE IN THIS --- T _ 3 AREA TO MATCH SLOPE OF3;\ n 1 2G 3 ��` 23 m - Q= i ENTRY ROO �'----'-----', 3 I ,_T � II •-O 3'-L 5'-32 � 35 3-1/2'X 5-1/4'PSL POST UP 1 - - DOW 14 LINEN= VT _ 7i S4 ' T FULL HEIGHT SECOND STORY _ 1l�1 WALL 3 3 (3 25/ __- _ 21 0�r_llo ROOF BEARS ON FIRST FLOORWALL BELOW(SHADED) MASTER � 1 OPEN -n I FOYER MASTER ^ I �� BEDROOM m . MASTER cc O ............ T .f - s1�• SHEET INDEX iI 1,_B = '-99--3j_. •_Ip�• Al.l FRONT ELEVATION A1.2 REAR ELEVATION �i 3-1/2'X 5-1/1'PSL POST UP -1/1'X 5-V1'PSL P057 1 DOW UP 1 DOWN All LOAERLEVEL PIAN e+] FIRST FLOOR PIAN I 41 A2] SECAND FLOOR PVN I M.2 FWST FLOOR FRAMING O M.] SECOND FID(1R FRAMING ILL OF WINDOW'M'FLUSH WITH M.A ATTIC FRAMING � I I ' M� SECOND FLOOR M.5 ROOF M ................... ................. A41 DETAIL DRAWINGS AR.2 DETAIL DRAWINGS I O • - l'-10 l'-2 O'-� -57' T_p, I T_p_ 3-s• -5� T_2�• DRAWING NUMBER: Azo SECOND FLOOR PLAN A2.3 SCALE:I/1'x I'-O' REVISIONS: BY: GEOTECHNICAL/FOUNDATION NOTES: uALL SLABS ON GRADE: F'C 1000 P51 I.THE CONTRACTOR,AS REQUIRED BY EXISTING FIELD CONDITIONS OR THE LOCAL INSPECTIONS DEPARTMENT, F.ADD AIR ENTRAINING AGENT TO MIX FOR CONCRETE EXP05ED TO FREEZE-THAW CYCLE �v SHALL OBTAIN AND PAY-FOR THE SERVICES OF AN APPROVED AND CERTIFIED TESTING LABORATORY TO SANSTALL ALL CONCRETE AS SHOWN ON DRAWINGS INCLUDING FOOTINGS,FOUNDATION WALLS,SLABS AND PIERS PERFORM TESTING AND INSPECTIONS TO VERIFY THE MINIMUM SOIL-BEARING REQUIREMENT OF 3000 PSF. IF L.EXCAVATION,BACKFILL AND STRUCTURAL FILL:REFER TO THE GEOTECHNICAL NOTES FOR REQUIREMENTS OF SOIL CONDITIONS DO NOT MEET THE MINIMUM-BEARING REQUIREMENT,THE CONTRACTOR SHALL EXCAVATE THE EXCAVATION,BACKFILL AND STRUCTURAL FILL OF THE SITE AREA AND PROVIDE CONTROLLED STRUCTURAL COMPACTED FILL TO ACHIEVE THE MINIMUM SOIL BEARING I.CONCRETE SHALL BE POURED CONTINUOUSLY WITH NO COLD JOINTS AND ADEQUATELY VIBRATED TO PREVENT REQUIRED. AIR POCKETS AND HONEYCOMB EFFECTS. , 2.GEQTECHNICAL ENGINEER SHALL APPROVE ALL SVBGRAOE SOILS PRIOR TO INSTALLATION OF FOOTING FORMS S.REMOVE ALL EXCESS PROJECTIONS AND LOOSE MATERIAL FROM WALL SURFACES AND FILL ALL TIES AND 3. EXCAVATION,BACKFILLING AND GRADING: BLEMISHES WITH GROUT a. EXCAVATE.BACKFILL,COMPACT AND GRADE THE 51TE TO THE ELEVATIONS SHOWN ON THE DRAWINGS AND `.REINFORCING STEEL SHALL BE NEW BILLET STEEL ASTM A-LIS GRADE LO DEFORMATIONS CONFORMING ASTM 7 AS NEEDED TO MEET CONSTRUCTION REQUIRED BY OTHER CONTRACT DOCUMENTS A-315. LAP ALL REINFORCING STEEL MINIMUM OF 39 DIAMETERS. SUBMIT ALL SHOP DRAWINGS i0 THE EXCAVATEPROPERPROPER DEPTHS WITH ALLOWANCES FOR FILL AND FORMWORK RELATED TO THE STRUCTURES. ENGINEER FOR APPROVAL BEFORE FABRICATION IS BEGUN. FOOTINGS AND FOUNDATIONS SHALL EXTEND DOWN A MINIMUM OF (1'-07 FOUR FEET BELOW GRADE OR 12 10. WELDED WIRE FABRIC (WWF)SHALL CONFORM TO ASTM A-105. WELDED WIRE FABRIC SHALL BE LAPPED L INCHES BELOW FROST LINE,AND BEAR ON UNDISTURBED SOIL INCHES OR ONE SPACE,WHICHEVER 15 LARGER,AND SHALL BE WIRED TOGETHER c.FOOTING5 AND FOUNDATIONS SHALL REST ON FIRM, UNDISTURBED EARTH. OR CONTROLLED STRUCTURAL B.INSTALL STEEL REINFORCING,ACCESSORIES AND ANCHOR BOLTS AS INDICATED DIMENSIONS AND SPACING OF COMPACTED FILL,FREE OF LOOSE MATERIALS. COMPACT GRAVEL FILL IN LIFTS OF NO GREATER THAN L 17. INSTALL EXPANSION JOINTS AS DETAILED AND AS INDICATED ON DRAWINGS INCHES IN DEPTH 13. SAW CUT ALL CONTROL JOINTS(GJ)WHEN PRACTICAL AND PROVIDE SEALANT IN ALL CONTROL JOINTS STRUCTURAL MEMBERS C d.STRUCTURAL FILL SHALL CONSIST OF CLEAN GRANULAR GRAVEL FILL CONTAINING NO DEBRIS OR FOREIGN H. PROVIDE EXPANSION JOINT FILLER WHERE SLABS ON GRADE MEET OR ABUT WALLS INCLUDING 104575,BEAMS. MATTER B. CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS: FOR e.BACKFILL AROUND STRUCTURES WITH EXCAVATED ORDINARY FILL. DO NOT BACKFILL AGAINST e.FOOTINGS: 3" A SHOWN STRUCTURES UNTIL THEY ARE BRACED OF HAVE CURED TO DEVELOP SUFFICIENT STRENGTH TO WITHSTAND b.SLABS ON GRADE:7' THESE DRAWPURPINGS SMUSTBES ON . THE PRESSURES OF BACKFILLING OPERATIONS ,SUPPORT SLABS: "" THESE ORA AN ARCHITECT I.DO NOT EXCAVATE TO FULL INDICATED DEPTH WHEN FREEZING TEMPERATURES MAY BE EXPECTED.UNLESS d.WALLS(EXPOSED TO EARTH): 7" STAMPED BY AN ARCHITECT OR FOOTINGS OR SLABS CAN BE POURED IMMEDIATELY AFTER THE EXCAVATION HAS BEEN COMPLETED. IL. PROVIDE AND INSTALL ALL NECESSARY TIE BARS. SPACER BARS. CHAIRS. CHAIR BARS AND BOLSTER STRUCTURAL ENGINEER PRIOR PROTECT THE EXCAVATION FROM FROST IF PLACING OF CONCRETE 15 DELAYED REQUIRED TO MAINTAIN STEEL IN A RIGID P051TION BEFORE PLACING CONCRETE. ALL SUPPORTS AND TO CONSTRUCTION ACCESSORIES SHALL CONFORM TO REOUIREMENT5 OF ACI-315. ALL PLACEMENT OF BARS AND INSTALLATION OF ACCESSORIES SHALL CONFORM TO REQUIREMENTS OF CRSI 'RECOMMENDED PRACTICE FOR PLACING FOUNDATION DIMENSIONS GENERAL NOTES:CONCRETE AND REINFORCING: REINFORCEMENT BARS' 1.FOUNDATION: NO FOOTINGS SHALL BE PLACED IN WATER OR ON FROZEN GROUND. NO CONCRETE FOOTINGS 11. BACKFILL AGAINST WALLS SHALL BE PLACED ALTERNATELY ON EACH SIDE IN 17 INCH MAXIMUM LIFTS. SM 1 AFTER SHALL BE PLACED UNTIL INSPECTION OF THE EXCAVATION AND VERIFICATION OF GEARING SUITABILITY OF THE WALLS WITH UNBALANCED FILL AND WHERE TOP OF WALLS I5 SUPPORTED BY THE FLOOR SLAB SHALL BE INSTALLATION.PURRASEO BUT IMG SOIL ENCOUNTERED. FOOTINGS TO REST ON UNDISTURBED NATURAL SOIL OR ENGINEERED STRUCTURAL FILL. TEMPORARILY BRACED OR SHORED UNTIL THE SLAB IS COMPLETED AND CURED FOR A MINIMUM OF 3 DAYS. PURCHASE OF BUILDING ALLOWABLE SOIL BEARING PRE55URE:3000 LBS PER SQUARE FOOT. IB. DOWELS SHALL BE PROVIDED IN CONCRETE FOUNDATION WALLS AS INDICATED ON THE DRAWINGS. THE MATERIALS.DIM IOD 7.FORMWORK:SHALL COMPLY WITH ACI 31l 'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK' CONTRACTOR SHALL COORDINATE THE LOCATION OF THE DOWELS WITH THE PROPOSED HORIZONTAL OR APPROVE ALL DIMENSIONS. 3. ALL CONCRETE FORMWORK SHALL BE TIED TOGETHER AND BRACED TO FORM TRUE LINES. SQUARE VERTICAL REINFORCING(WHERE APPLICABLE) QUAMRIES,AND DETAILS CORNERS AND PLUMB WALLS M. REINFORCEMENT SHALL BE CONTINUOUS THROUGH ALL CONSTRUCTION JOINTS AS INDICATED ON THE 1.CONCRETE: SHALL BE PROPORTIONED, MIXED AND PLACED UNDER THE SUPERVISION OF A CONCRETE DRAWINGS CAREFULLY. CONTROL ENGINEER. CONFORMING TO CURRENT ACI 315. 318 AND 301 STANDARDS. ALL CONCRETE SHALL 70. FOUNDATION WALLS SHALL HAVE CONTROL OR CONSTRUCTION JOINTS AS INDICATED ON THE DRAWINGS. (F ATTAIN A MINIMUM AVERAGE COMPRESSIVE STRENGTH ' C) AT 78 DAYS OF AGE TO COMPLY WITH THE JOINTS MUST BE ALIGNED WITH EXISTING WALL JOINTS (WHEN APPLICABLE). GROUT JOINTS SOLID AND FOLLOWING SCHEDULE: PROVIDE SEALANT AT EXTERIOR JOINT ,MIX CONCRETE IN ACCORDANCE WITH ASTM C`1 d TYPE AND LOCATION: :.FOUNDATIONS,FOOTINGS AND OTHER CONCRETE:F'C 3000 P51 SCALE:AS NOTED DATE:09/20/2010 31'-97 TOP OF FOUNDATION TYPICAL FROST WALL ELEV:O'-B' I __— Z 1 b / o I _________________ _ I � i___ ` I i � Ill 1 : TOP OF FOUNDATION I` '_ i ELEV:L'-8' I I 3L"Xt"STRIP FOOTING I ( I U 13 TYPICAL STRIP FOOTIN I I r I--_ 1: I I A1J BENE TH FIREWALL I I - J I O '3-I/7'IA COLUMN I I I TYPICAL FULL-HEIGHT I I 3-1/2'LALLY COLUMN(TYPICAL. ' 1 ATYPICAL.UNLESS OTHERWISE 1 I Z FOUNDATION WAL : -u•: UNLESS OTHERWISE NOTED i _ I i -1 OTED) I 1 O .'T I I ____ — U In WALL To I I r----Iol' ----- — I 7---- -L"STEP I I ------------------ A COMMODATE 1 1 � W O I DOW REAR OF GARAGE-ELEV:O'-Z' I : I I 1'-- BEAM POCKET ' 1 I TOP OF WALL-ELEV:0'-B' FIREWALL I I ,. OF SLAB-ELEV:O'-B' AND 9' I 1 I 1 PARTITION I I O I I p ON ESCDH ♦ 1 I_3,. ._p,_ O 0 1 I I I 1 < Q I I I Ii I I I 1 I 1 T.O.W.-ELEV:11e I 1 97'%17'X17' I I ro O 1 I : FOOTING WITH(5) I w ~ I I I I 12'X17'X17'FOOTING r----.-I 1 I 1 I I +----------�- PARALLEL n WITH 15)PARALLEL RS : I - I Q I I REBAR EACH WAYS I I I I I I ( —♦-SACH WAT I 1 D �_ I ________ T— 1'SCHED 90 PIPE I -*'� ' 1 1'SCHED I c I I PE COLUMN I ' 1 ' 1 I D-, I I I I I 1 10 UIMN I 1 BEAM POCKET I I KW L_J__J ^ I I 1 I m I I 1 I L__ J I I ^ 0 U. I 1 - 1- r - I O I I I G 1 I I r l BENCHMA dBOi TYPICAL 1 I I I I 1 I ARAGE SLA I ( I �O�d' i STRIP I I I 2'PITCH TOWADS DOOR DO R. I FQOTIN FOR RAINAGE— ELEV:p'4O' I I '-7' 10' '-L7' _r1 70-1 O I u I I I I O I EAR OF GAVAGE-ELEV:0'-2' I I I I I I I I I rI I I TOP OF WALL:-ELEV:0-8' SHEETINDEX I I I I i I I-331 I I I ASEMENT SL B-ELEV:O-B' I I Ate REARS ATION TOPICAL FULL-HEIGHT LN FOUNDATION WAL Au I I I 1 I 1 I 11 ' I I I EAM POCKET I 1 A21 LOWS 1-1-PLAN ___ ___—__J I L___J L___________________ __ T I Al2 I.—FLAN r__________ __ pil BECOFID WR MAN 1 _O __j/ I L J I I M.l FWNDATiDN RAN _ I I . .... ... _....... . .. ENCHMARK: i mm I I I J Al2 FBtSi FLOOR FRANNG L _____________/_____ ____CAAAG E-SLAE�-D30R I I r____________-______ _____ m ELEV:O'-O' I L__ ____-_� L._J 1 A]] SECOND BOOR FRAMING -- A1.a ATTIC FRAMING A1.5 ROOFFMMWG w1J 1 1 AQl DETAIL OPAWMGS IL]---------------- AA2 DETAIL ORAWNJGS TOPICAL FULL HEIGHT FOUNDATION WALL DRAWING NUMBER: A3.1 FOUNDATION PLAN A3J SCALE:1/1' 1'-O' REVISIONS: BY: GENERAL NOTES-FRAMING: I.FRAMING MEMBERS ARE SHOWN ON THE FRAMING PLANS AND BUILDING CROSS SECTIONS. GENERAL LEGEND OF FRAMING SYMBOLS: CONTRACTOR SHALL REVIEW ALL DRAWINGS FOR COMPLETE REVIEW OF ALL STRUCTURAL FRAMING REQUIRED 1.THE CONTRACTOR SHALL FURNISH ALL NECESSARY BRACING TO RESIST STRESSES DUE TO DEAD LOADS, TO COMPLETE THE PROJECT. IN GENERAL,PORTIONS OF THE FRAMING MEMBERS ARE NOT SHOWN FOR I FLUSH FRAMED BEAMS WITH WIND AND THE.OPERATION OF ERECTION EQUIPMENT. SPECIAL TEMPORARY BRACING SHALL BE PROVIDED CLARITY /®\ POST UP I HANGER FOR HEAVY FRAMING AS REQUIRED TO HOLD THE MEMBERS AGAINST POSSIBILITY OF DISPLACEMENT UNTIL e.B BARING LENGTH SHALL CONFORM TO MANUFACTURER'S SPECIFICATIONS. BEARING ACROSS FULL WIDTH OF Lam/ COMPLETION OF PERMANENT CONNECTION. TEMPORARY ERECTION BRACING SHALL BE PROVIDED TO HOLD ALL BEAMS I5 REQUIRED. PROVIDE BLOCKING/STIFFENERS AS REQUIRED FOR ALL BEARING POINTS AND AS FRAMING SECURELY IN POSITION. REMOVE TEMPORARY BRACING ONLY AFTER PERMANENT MEMBERS ARE IN REQUIRED BY THE MANUFACTURER. O POST DOWN PLACE AND FINAL CONNECTIONS MADE. I PROVIDE DOUBLE JOISTS UNDER ALL PARTITION LOCATIONS 2.OMISSION OF DETAILS: WORK NOT PARTICULARLY SPECIFIED IN THE SPECIFICATIONS OR DETAILED ON THE IO.UNLESS OTHERWISE NOTED ON THE DRAWINGS,ALL HEADERS FOR OPENINGS IN INTERIOR BEARING WALLS /^ BEAM BELOW JOISTS CONTRACT DRAWING5,BUT INVOLVED IN CARRYING OUT THEIR INTENT OR IN THE COMPLETE AND PROPER SHALL BE MINIMUM OF(2)2XB'BUILT UP WITH ONE LATER OF X•PLYWOOD POST UP 1 DOWN EXECUTION OF THE WORK,IS REQUIRED AND SHALL BE PERFORMED BY THE CONTRACTOR II.UNLESS OTHERWISE NOTED ON THE DRAWINGS ALL HEADERS FOR EXTERIOR WALLS SHALL BE 131 2X8'6ullT ' S.ALL FRAMING SHALL BE IN5PECTED AND IF REQUIRED BY FIELD CONDITIONS,ADDITIONAL CONNECTORS AND UP WITH TWO LAYERS OF X'PLYWOOD • LALLY COLUMN HANGERS SHALL BE INSTALLED FOR FLUSH FRAMING CONNECTIONS TO MAKE ALL JOINTS STRUCTURALLY 12.LSL LUMBER AND LAMINATED VENEER LUMBER(LVL): SOUND. ..ALL LAMINATED VENEER LUMBER(LVL)SHALL BE VERSA-LAM'AS MANUFACTURED BY BOISE CASCADE OR qI 1.FRAMING CONNECTORS: APPROVED EQUAL. MINIMUM GRADE Pb-3100 pr,F-150 pr,E=2.000,000 pr O SCHEDULE 10 PIPE COLUMN JOISTS ATTACHED TO FLUSH ..FOR STANDARD INTERIOR APPLICATIONS:ALL JOIST AND BEAM MANGERS SHALL BE HOT DIPPED b.INSTALLATION SHALL CONFORM TO THE MANUFACTURER'S SPECIFICATIONS AND GUIDELINES FRAHED BEAM WITH HANGERS • GALVANIZED(GAO)UNITS AS MANUFACTURED BY SIMPSON.OR AN APPROVED EQUAL. 13.PREFABRICATED WOOD I-JOISTS: DIMENSION AND SPACING OF d FOR EXTERIOR APPLICATIONS OR IN CONTACT WITH CONCRETE SURFACES FOR ATTACHING TO PRESSURE ..ALL PREFABRICATED I-JOISTS SHALL BE MANUFACTURED BY BOISE CASCADE.OR AN APPROVED EQUAL STRUCTURAL MEMBERS TREATED LUMBER: ALL HANGER AND CONNECTORS SHALL BE TRIPLE GALVANIZED IG185)Z-MAX UNITS OR dINST ALLATION SHALL CONFORM TO THE MANUFACTURER'S SPECIFICATIONS AND GUIDELINES INCLUDING ETC RE SH BEAMS. STAINLESS STEEL,A5 MANUFACTURED BY SIM OR AN APPROVED EQUAL I.INSTALL ALL I-JOISTS TRUE TO LINE AND LEVEL,IN ACCORDANCE WITH THE MANUFACTURER'S POSTS,ETC ARE SHOWN FOR c.BOLTS: ALL BOLTS SHALL BE A MMIMUM X"DIAMETER,HOT DIP GALVANIZED WITH APPROPRIATE NUTS INSTRUCTIONS.AT A SPACING SHOWN ON THE DRAWINGS. DO NOT FIELD CUT 1-JOISTS. BIDDING PURPOSES ONLY. AND WASHERS. n.PROVIDE TEMPORARY BRACING TO HOLD JOISTS IN PLACE UNTIL PERMANENTLY SECURED. PLACE GENERAL NOTES: BE S.STE EL PIPE COLUMNS: ALL COLUMNS SHOWN SHALL BE A.I.S.C.STANDARD WEIGHT PIPE WITH 3-I/2'OUTSIDE PERMANENT BRIDGING.BRACING AND ANCHORS TO MAINTAIN JOISTS STRAIGHT AND IN CORRECT POSITION THESE BY ARCHITECT T DIAMETER AND 0.216 WALL THICKNESS. ALL STRUCTURAL STEEL TUBE AND PIPE COLUMNS SHALL HAVE A BEFORE INDUCING LOADS. ALL UNLABELLED POSTS ARE TO BE DIMENSIONAL LUMBER. POST WIDTH MUST MATCH OR EXCEED STAMPED A ENGINEER PRIOR MINIMUM YIELD STRESS OF Fp-35 Er AND CONFORM TO ASTM A53-S. ALL STRUCTURAL STEEL WORK SHALL m.PLACE HEADERS AND SUPPORTS TO FRAME OPENINGS REQUIRED. FRAME OPENINGS BETWEEN JOISTS WIDTH OF BEAM/HEADER ABOVE,AND FILL ENTIRE DEPTH OF WALL CAVITY TIE:1'POST IN 2'X1' STRUCTURAL BIGINEER PRIOR BE IN ACCORDANCE WITH A.I.S.C.MANUAL WITH REQUIRED LUMBER. COORDINATE PLACEMENT OF SHEATHING. WALL,C POST IN 2-XV WALL) TOCONSTRUCTION [.CARPENTRY/LUMBER: INSTALL ALL ROUGH AND FINISHED CARPENTRY AND ROUGH AND FINISHED HARDWARE 20575 INDICATED AT SIDES OF WINDOW/DOOR OPENINGS TO BE(U 2'XG'KING STUD AND l2) INCLUDING FRAMING,SHEATHING.FURRING AND TRIM. SIZES ARE N07ED ON DRAWINGS. FRAMING LUMBER. 'Xt'JACK STUDS EACH SIDE. FOUNDATION DIMENSIONS TIMBER AND OTHER ROUGH WORK SHALL BE PROPERLY FRAMED.CLOSELY FITTED,ACCURATELY SET TO ALL POSTS(PSL OR DIMENSIONAL LUMBER)ARE TO HAVE APPROPRIATE SIMPSON COLUMN CAPS SHOULD BE VERIFIED AFTER REQUIRED LINES AND LEVEL. SPECIAL FRAMING OR CONSTRUCTION NOT EXPLICITLY SHOWN OR SPECIFIED AND BASES INSTALLATION.AND PRIOR TO SHALL BE PROVIDED AS REQUIRED TO COMPLETE THE WORK, STRUCTURAL MEMBERS SHALL PROVIDE FULL INSTALL SOLID ATHING OBE 3 H BLOCKS')BETWEEN JOISTS AT ALL POST BEARING LOCATIONS. CONTACT AT ALL BEARING SURFACES. PROVIDE HORIZONTAL OR DIAGONAL BLOCKING AND BRACING AT ALL FLOOR SHEATHING TO BE 3/1'TIG WITH APPLIED WITH SUBFLOOR ADHESIVE. PURCHASED HECK IND ALL LOAD BEARING WALLS,STUDS,COLUMNS AND PHORIZOSTS- ALL WALL SHEATHING TO BE 1/2'COX. INSTALL CONTINUOUS TYVEK WITH TAPED SEAMS MATERIALS.CHECK AND a LUOA R:MINIMUM GRADES-ALL DIMENSIONAL LUMBER USED FOR FRAMING.STUDS.BLOCKING.ETC SHALL ALL ROOF SHEATHING TO BE 5/8'COX. INSTALL CONTINUOU5 DUPONT ROOFLINER WITH 11W SHIELD APPROVE ALL DIMENSIONS, AS NOTED IN DETAIL DRAWINGS QUANTITIES.AND DETAILS Be MINIMUM GRADE: CAREHILLY. G 2 X 4. SPRUCE/PINE/FIR(SPF)vl/v2,Fba1310 pr,E-1.100,000 p- ..2X ru.2X 8: SPRUCE/PINE/FIR ISPF)vl/v2,Fb•1210 pr.E•1,100,000 pr m.1 X 10: SPRUCE/PINE/FIR ISPF)vl/v2,F6-1105 pr,E-L100,000 Pr 2 X D: SPRUCE/PINE/PIR(SPF) X-2,Fb-1005 PSI,E�1,100.000 pr b.P.T.LUMBER-ALL DIMENSIONAL LUMBER USED FOR EXTERIOR DECK FRAMING OR IN CONTACT WITH GROUND OR CONCRETE SURFACES SHALL BE MINIMUM GRADE SOUTHERN PINE(SP)v2 BASE ADJUSTED FOR TREATMENT Fb-1011 Pr.E_1,100.000 Pr SCALE:AS NOTED DATE:09/20/2010 DOUBLE RIM JOIST PARALLEL TO FIREWALL z O OUSLE RIM JOIST L() U U -- :2)1-3/1'X 9-V1'LVL FLUSH /1 U U f2>TXIO'FLUSH FRAME p O ° FRAHED BENEATH PARTITION X X X n L I Z 27 1-3/4'X 9-1/2"LVL BELOW O JIOSTS (2)1-3/1'X 9-1/2'LVL BELOW = ___ ' _' — ='cam j=` \ Lu JOIST 21 2"XIO'FLUSH FRAMED U 7'XG'BEARING WALL BELO 2'X10'!IL'OC 2'X10'^It"OC -1/1"X IB'LVL FLUSH AT TOP O U 2•X10"?It'OC \ Z INSTALL BRIDGING AT MID-SPAN Q < ITYPICAL X / NSTALL BRIDGING AT MID-SPAN ITTPICAL) (3)1-3/1"X 9-I/2'LVL BELOW ' JOIST 2)TXIO'FLUSH FRAMED W Q __ _- _- __ - __ — - _-_ _ __ _ _= 37 1-3/1 X H'LVL BELOW -- -_- -- - -_ JOISTS �/ U 1311-3M'X 9-1/1'LVL FLUSH FRAME 272'X10"FLUSH FRAMED O U u u ° ° 31 1-3/1'X 9-IM'LVL FLUSH \ FRAMED ---r — -- ------ i 2'X10't IG'OC 2'X10'q IG"OC X X 0'FLUSH FRAMED 37 1-'3/1 X H'LVL BELOW SHEET INDEX (2)2'X1A1.2 JOISTS At.t FRONT EIF/ATION BENEATH PARTITIO REAR ELEVATION A21 LOWER LEVEL PWI A22 FIRST FLOOR PLAN / / A2] SECQ`0 FLOOR PLAN 21X10" It'OC A13 FWNDATIONPLAN OUBLE RIM JOIST Ail FIRSTFLOORFRAMINO 5-I/1'X IB'LVL FLUSH AT TO M3 SEGONDFLOGRFRAMING 2)I-3/1'X 11-1/e'LVL FWSH M. RATTIC—FRAMING FRAMED A35 ROOF FRANWG A4 DETAIL ORA-- OUBLE RIM JOIST A42 DETAIL DRAWWOS DRAWING NUMBER: 1 FIRST FLOOR FRAMING PLAN A3.2 SCALE:V1'•1'-O' REVISIONS: BY: LEGEND OF FRAMING SYMBOLS: ®� POST UP II FLUSH FRAMED BEAMS WITH HANGER OPOST DOWN POST UP L DOWN BEAM OR HEADER BELOW JOISTS lil _ • LALLY COLUMN I JOISTS ATTACHED TO FLUSH FRAMED O SCHEDULE 40 PIPE COLUMN BEAM WITH HANGERS DIMENSIONS AND SPACING Of STRUCTURAL MEMBERS INCLUDING JOISTS.BEAMS. POSTS.ETC ARE SHOWN FOR BIDDING PURPOSES ONLY. GENERAL NOTES: THESE DRAWINGS MUST BE 51AMPED BY AN ARCHBECT OR ALL UNLABELLED POSTS ARE TO BE DIMENSIONAL LUMBER. POST WIDTH MUST MATCH OR EXCEED STRUCTURAL ENGINEER PRIOR WIDTH OF BEAM/HEADER ABOVE.AND FILL ENTIRE DEPTH OF WALL CAVITY TIE:1POST IN 21X1- TOCONSTRUCTION WALL.V POST IN 2'XL"WALL) POSTS INDICATED AT SIDES OF WINDOW/DOOR OPENINGS TO BE(U 2'XL•KING STUD AND(1) FOUNDATION DIMENSIONS 2'XV JACK STUDS EACH SIDE. ER ALL POSTS IPSL OR DIMENSIONAL LUMBER)ARE TO HAVE APPROPRIATE SIMPSON COLUMN CAPS INSTAALLATION.AND PRIOR O AND BASES INSTALL SOLID BRIDGING 1'SOUASH BLOCKS')BETWEEN JOISTS AT ALL POST BEARING LOCATIONS. PURCHASE OF BUILDING ALL FLOOR SHEATHING TO BE 3/4'TIG WITH APPLIED WITH SUBFLOOR AOHE5IVE. MATERIALS.CHECK AND ALL WALL SHEATHING TO BE VY COX. INSTALL CONTINUOUS TYVEK WITH TAPED SEAMS APPROVE ALL DIMENSIONS. ALL ROOF SHEATHING TO BE 5/8"COX. INSTALL CONTINUOUS DUPONT ROOFLINER WITH IIW SHIELD pUAMBIES.AND DETABS . AS NOTED IN DETAIL DRAWINGS CAREFULLY. SCALE:AS NOTED DATE:09/20/2010 DOUBLE RIM JOIST PARALLEL TO FIREWALL OUBLE RIM JOIST (3)1-3/1'X 11-T/S"LVL HEADER _ Z BELO LO f2)2'X12'FLUSH FRAMED U t- BENEATH PARTITION Fl/ r NSTALL BRIDGING AT MID-SPAN O (TYPICAL) Ln I 2'X12'd IL'OC Z 2•x12-d IL"OC C p U U 2)I-3/4'X 11-1/8'LVL HEADER /\z p O O BELOW JOISTS V _ In Ln 2) FLUSH FRAMED w O XX X BENEATEAT H PARTITION l (2)2"X12'FLUSH FRAME O D 2•X12'9, OC Q Q 2)2'X12'FLUSH FRAMED am BENEATH PARTITION n/ F_ lIlI- (3)1-3/1'X II-1/B'LVL HEADER 111 3)2'X12'LVL HEADER BELOW w Q JOISTS BELOW JOIST 4 f17U 2)2'X12'AT EDGE OF LANDING a °o rxn•d n•oc -1/1'LVL OR STEEL I-BEAM FRAMED FLUSH AT BOTTOM. TOP IF BEAM EXTENDS UP INTO DOUBLE RIM JOIST— X EXTEROR WALL ABOVE. SHEETINDEX X At.t FRDNEKw A1.2 REM BUNATJYATKw (2)2'X12-FLUSH FRAMED A21 IVELAN BENEATH PARTITION— P22 FIRST FLFU R OPN P2] 8EL'OlO FLU DOR PUN N.t FOUNDAT_RAN ,L-===LJLOTI 13)2'X10'HEADER WITH / DOUBLE Rill JOIST AL3 SEC FL FL-N FRA.— (3) FILL. TYPICAL. MA SECONDR FRAMING UNLESS OTHERWISE NOTED- A]a ROOF FRAMWD A3.] ROOF FMNwG AQl DETAIL DRAWINGS MAIL DRAW WG] 3)2'X12'HEADER WITH PLYWOOD FILL ACROSS ENTIRE WIDTH OF ENTRY. SILL OF WINDOW ABOVE FLUSH WITH SECOND FLOOR DRAWING��NUMBER: A303 SECOND FLO'OR FRAMING PLAN A3.3 SCALE:1/�' I'-O REVISIONS: By.- LEGEND Y:LEGEND OF FRAMING SYMBOLS: L / II PLUSH HANGER�MED BEAMS WITH . ® POST UP OPOST DOWN �� POST UP BEAM BELOW JOISTS ' • • LALLY COLUMN O SCHEDULE 10 PIPE COLUMN � JOISTS ATTACHED TO PLUSH FRAMED BEAM WITH HANGERS DIMENSIONS AFI D SPAC W G O- STRUCIURALMEMBFRS INCLUDING JOISTS,BEMIS, • - - POSTS,EEC ARESHONN FOR BIDDING PURPOSES ONLY., GENERAL NOTES: - THESE DRAWINGS MUST BE • ALL UNLABELLED POSTS ARE TO BE DIMENSIONAL LUMBER. POST WIDTH MUST MATCH OR EXCEED STAUCTURAMFED ANARCHR PRICT OR WIDTH OF BEAM/HEADER ABOVE.ANO FILL ENTIRE DEPTH OF WALL CAVITY(IE:1'POST IN 2'X4 STRUCTURAL ENGINEER PRIOR WALL:L'POST IN 2'X4'WALL) - 7000NSIRUCIION POSTS INDICATED AT SIDES OF WINDOW/.DOOR OPENINGS TO BE I)2'XL'KING STUD AN0.I2) • 2-XV JACK STUDS EACH SIDE. FOUNDATION DIMFSNSIONS • ALL POSTS(PSL OR DIMENSIONAL LUMBER)ARE TO HAVE APPROPRIATE SIMPSON COLUMN CAPS SHOULD BEVERIREDAFSER AND BASES' - - INSTAILATION,ANDPRIORTO • INSTALL SOLID BRIDGING(-SQUASH-BLOCKS')BETWEEN JOISTS AT ALL POST BEARING LOCATIONS. PURCHASE OF BUILDING ALL FLOOR SHEATHING TO BE 3/4'TIG WITH APPLIED WITH SUBFLOOR ADHESIVE MATERIALS,CHECK AND • ALL WALL SHEATHING TO BE 1/2'COX. INSTALL CONTINUOUS TTVEK WITH TAPED SEAMS- APPROVEALLOIMENSIOM, • ALL ROOF SH TO BE 5/8'CDX. INSTALL CONTINUOUS DUPONT ROOFUNER URTH'IIW SHIELD AS NOTED M CARER]LLDETAIL DRAWINGS OUAMRRMLDDE(AES Y. �0/Ir.'.SUZTAN T RE !\EW * --- '{ RC8ERi " 611 L 1' . r 9 r"r ,mG7 C1 R:M:-- 1L P.E. 9-28-10 r'k /• SCALE:AS NOTED OA7E:09/20/2010 (3)2'X10'HEADER WITH' PLYWOOD FILL.TYPICAL,UNLESS OTHERWISE NOTE a0 T-0 CEILING JOISTS ATTACHED TO i I U SIDE OF RAFTER WITH MIN(8)ND F NAILS PER CONNECTION — — 0 00 O D (2)1-3/1'X 11-I/1'LVF FLUSH O V z-wr a) FRAME MA j / 0 1 Au 1 U z X (� ATTIC N HATCH _ — _ _ __ N ATTIC O U — — — HATCH Q z� QQ S-V1'X H'LVL FLUSH AT TOP 7 �j -(2)1-3/1'X U-V1'LVL FLUSH Q FRAME C - 2)2'X12'FLUSH FRAMED - O �J O 13)2'XI2'FLUSH FRAME O O U b . wu SHEETINDEX ALT.FRONT ELEVATKH Al2 REAR E)EVATIM Alt LOA£R LEVELAM Aa2 F FLXAR _ - - A2.3 SEC FLOOR PLAN - E — _ -_ - Alt FOUNOATIONPIAN - 2'XIO'�IC OC 3)1-3/1'X U-'1/8'LVL FLUSH AT2 HIES FLRFRAYUIW FRAMED Ala AITOFRAUWO - Al5ROOFFRAUNO ACI DETARDRAVM= A42 DETAR.DRAWNGS DRAWING NUMBER: A3.4 eCEILING / ATTIC FRAMING A3.1 SCALE:!/1' Y-O' REVISIONS: BY: LEGEND OF FRAMING SYMBOLS: A 9% POST UP II HANGERRAMED BEAMS WITH OPOST DOWN �� II BEAM BELOW JOISTS POST UP I DOWN • LALLY COLUMN O SCHEDULE 10 PIPE COLUMN ( JOISTS ATTACHED TO FLUSH FRAMED BEAM WITH HANGERS DIMENSIONS AND SPACING OF STRUCTURALM EMBERS INCLUDING JOISTS,BEAMS, POSTS,ETC ARE SHOWN FOR SIDDW G PURPOSES ONLY. GENERAL NOTES: THESE DRAWINGS MUST BE STAMPED BY AN ARCHITECT OR ALL UNLABELLED POSTS ARE TO BE DIMENSIONAL LUMBER. PORT WIDTH MUST MATCH OR EXCEED STRUCTURAL ENGINEER PRIOR WIDTH OF BEAM/HEADER ABOVE.AND FILL ENTIRE DEPTH OF WALL CAVITY IIP,1'POST IN 7'X1" TO CONSTRUCTION WALL,G'POST IN 2'XL'WALL) POSTS INDICATED AT SIDES OF WINDOW/DOOR OPENINGS TO BE 11)7'XG'KING STUD AND IZ) FOUNDATION DIMENSIONS 7"XL'JACK STUDS EACH SIDE. ALL POSTS(PSL OR DIMENSIONAL LUMBER)ARE TO HAVE APPROPRIATE SIMPBON COLUMN CAPS SHOULD BE VERIFIED AFTER AND BASES INSTALLATION.ANDPMOR TO INSTALL SOLID BRIDGING I'SQUASH BLOCKS')BETWEEN JOISTS AT ALL POST BEARING LOCATIONS. PURCHASE OF BUILDING ALL FLOOR SHEATHING TO BE 3/1"TIG WITH APPLIED WITH SUBPLOOR ADHESIVE. MATERIALS.CHECK AND ALL WALL SHEATHING TO BE 1/2'CDX, INSTALL CONTINUOUS TYVEK WITH TAPED SEAMS APPROVE ALL DIMENSIONS, ALL ROOF SHEATHING TO BE 5/e'COX_ INSTALL CONTINUOUS DUPONT ROOFLINER WITH IIW SHIELD QUANTITIES.AND DETAILS AS NOTED IN DETAIL DRAWINGS CAREFULLY. LL ROOF RAFTERS 7'X10"•I4" SCALE:AS NOTED OC UNLESS OTHERWISE NOTED DATE:09/20/2010 TOP OF WALL B-O'ABOVEi3 ADJUST OVERHANG OF SOFFIT STAIR LANDIN AS REQUIRED FOR EQUAL EAVE HEIGHTS. SEE DETAIL 3 ON SHEET AI.7 UPPER TIP OF GABLE OVER-FRAMED ONTO MAIN ROOF I I LD BELOW. 7"X10"RAFTERS ON i II 7'X17'CLEAT 1 II L 0 I II J I u a _ S'OVERHANG AT FLY RAFTER I - w II (n OF UPPER GABL I w I - I - I I IIGAR AGE GABLE BEARS ON Z I } 3 7'X4"CLEAT ON TOP OF 1 _ O I _-_ >_ _ U U I SECOND FLOOR V G'XG'POST DOW I - U - e 12'OVERHANG AT FLY RAFTER I _ I1 OF LOWER ENTRY GABLE (DASHED I I F I 7 I I al OVERHANG AT FLY RAFTER > 'RIDGE'OF ENTRY GABL i 1 r I I ryl Q v I 4 17/17 PITCH—I I I Z P17CH RAFTERS AND CEILING JOISTS J I j I I I Q NAILED TOGETHER ANO ATTACH12/12 RAFTERS IL'OG. ED TO BEAM IN ATTIC > FRAMING WITH DOUBLE JOIST f 1 I 1 ' RANGF- FRA E Hill 17/17 PITCHI L� Q I __= I I I U 7'X10'RAFTERS IG'OC = i� 1 = PPER TIP OF GABLE Uu f J I I OVER-FRAMED ONTO MAIN ROOF h_ O I I r d `({ I BELOW. 2"XIO'RAFTERS ON (L d /Ii \I _ I I I 7'X12'CLEAT U RAFTERS BEAR ON FIRST II I II ISHEET INDEX ALL HIP RAFTERS AND RIDGES A BLE RAFTER AT EDGE OF AtFRDME ATKXI GABLE 1-3/1'X 11-1/B"LVL UNLESS Al:.2 REM EIEVPTION OTHERWISE NOTE I I I I I ARAGE GABLE BEARS ON AZt RELPUN CLEAT ON TOP OF AZ9 FST M.- N SECOND FLOOR 21 SECOND FL-R PLAN 7-7 _ _ _ _ _ Ln _ _ _--_--__� __- __-�� _ _ _ _ _ _ _ _ A11 FOUNTMTIDNMAN - - - - - - - - - - - - - - - - - - I I -11/12 PITCH I I AA FIRV FLOOR FRAMING RAAMINING ATM. ABLE OVER-FRAMED ONTO AJ) ROOF FPANINc I L__________ _________ MAN ROOF BELOW. 7'X10' RAFTERS ON 2'X12'CLEAT Alt DETAK DRAGS AA3 DETAIN DRAWINGS @ 2'OVERHANG AT FLY RAFTER t i DRAWING NUMBER: A5Q5 ROOF FRAMING PLAN A3.5 SCALE:1/1'-I'-O' REVISIONS: BY: SLOPE GRADE AWAY FROM DOORS FOR DRAINAG 4'LONG a1 REBAR v 21'OC BENT AT 90 1•THICK GARAGE SLAB PITCHEED TOWARDS DOOR FOR y DRAINAG L'XL'WL1XU WELDED WIRE FABRIC EMIL VAPOR BARRIE - - DIMENSIONS AND SPACING OF MIN L'COMPACTED GRAVEL STRUCTURAL MEMBERS CONTINUOUS a5 REBAR ENTIRE INCLUDING JOISTS,BEAMS. _ WIDTH OF DOOR OPENIN POSTS,ETC ARE SHOWN FOR (2)PARALLEL a1 REBAR IN TOP 2'CLEAR ITYP]CAW BIDDING PURPOSES ONLY. 0'OF WALL THESE DRAWINGS MUST BE STAMPED BY AN ARCHITECT OR / 2'THICK RIGID INSULATIO STRUCTURAL ENGINEER PRIOR / INSTALL WATERPROOFING 10 10 CONSTRU N CONCRETE BLOCK STOPS 3'BELOW IDLE TERMINATES AT EACH SIDE OF MEMBRANE ON EXTERIOR OF FOUNDATION DIMENSIONS ROOF SHEATHING. FILL VOID WITH FIREWALL WITH P'AIRSPACE TO FOUNDATION ITYPCIAL COMPRESSED V BATT OF FIBERGLASS CONCRETE.SUPPORT AND OF RIDGE II I I WITH 1"X1-POST DOWN TO SECOND A SHOVED BE VERIFIED AFTERNSUATIOFLOOR WAIL.(NOT SHOWN) INSTALL HORIZONTAL'DURAWALL INSIURCH SEOF UILD94 TO LADUR a9'IN MORTAR JOINT EVERT OTHER COURSE OF BLOCK(EVERY IV ,/ ; PURCHASE OFBUILO N COMMON RAFTER WITH 1/2'AIRSPACE MATERIALS-DIMENSIONS. '10 II II I I II II TO MASONRY. SEE ROOF FRAMING `F"di"`a"=-- SLAB AT GARAGE DOOR OPENING APPROVE ES.ANDALL DIMENSIONS. PLAN FOR SIZE AND SPACING / DUAMBAREFULL DETAILS A�.I SCALE:1/2' I'-O' CAREFULLY. _ . CUT TOP OF BLOCK 2"BELOW TOP OF RAFTER.FOLLOWING SLOPE OF ROOF. INSTALL VERTICAL v6 REBAR MAX I I I I I I I I I I 1ALLOW j'AIRSPACE BETWEEN BLOCK '-O'OC ALONG ENTIRE LENGTH OF s`_s - WALL AND RAFTER AT EACH SIDE. WALL. REBAR TO BE INSTALLED I I I I I I I I I I COMPRESS G'BATT OF FIBERGLASS =�//J LALLY COLUMN(OR CONTINUOUS FROM FOOTING TO TOP INSULATION INTO 7"VOID BETWEEN SCH-40 PIPE COLUMN IF NOTED OF WALL. FILL CORES WITH CONCRET I I I II / FIREWALL AND ROOF SHEATHIN / • _ ________ 9•CONCRETE SLAB---�T 30 XO' CONCRETE STRIP FOOTINGG ONN UNDISTURBED SOIL / TTIC JOISTS OR COMPACTED FILL (I I I II I I HORIZONTAL BOND BEAM AT ATTIC LEVEL WITH(2)v1 REBAR.FILL WITH CONCRET _�- SCALE:AS NOTED mom. �` `_ a_ _. 13)PARALLEL aS REBAR ENTIRE INSTALL HORIZONTAL'DURAWALL LENGTH OF P0071N LADUR a9"IN MORTAR JOINT EVERY .T. _= I DATE:O9/ZD/2010 OTHER COURSE OF BLOCK(EVERY IV) �2-L•--+ TYPICAL STRIP FOOTING HORIZONTAL SONO BEAM AT ATTIC Il INSTALL,HORIZONTAL'DURAWALL ..6� ...A...{...jL.......L ..r- ------------- n A1.1 SCALE:V2"-F-O' LEVEL WITH 12)v1 REBAR. FILL WIT. 11_ LADUR a9' N MORTAR JOINT EVERY CONCRETE. I I('Lf—ATTIC JOISTS. SEE ATTIC FRAMING OTHER COURSE OF BLOCK(EVERY IL' • -- ] FF(RST FLOOR SYSTEM 1 PLAN FOR 512E AND SPACING , _ Z HORIZONTAL BOND BEAM AT FIRST , O FLOOR LEVEL WITH 12)v1 REBAR.FILL •"w�^w'�'='�'F '�"� "�_TTeT.; WITH CONCRET �'..': ',. LJ) INSTALL VERTICAL v5 REBAR MAX '�1�^a ""'�'e " `^• 'a •��x'i�''---'eti ' 1'-0'OC ALONG ENTIRE LENGTH OF STUD WALL. REBAR TO BE INSTALLED INSTALL VERTICAL a5 REBAR MAX n u w .y a n 73 CONTINUOUS FROM TOOTING TO TOP 1'-O'OC ALONG ENTIRE LENGTH OF •__='�••v'�'LL'=�="' "��"" ""`- EXTERIOR 5 WALL INSULATED WITH FULL-DEPTH OF WALL. FILL CORES WITH CONCRET WALL. REBAR TO TI INSTALLED FIBERGLASS INSULATIO /2'COX PLYWOOD SHEATHING CONTINUOUS FROM FOOTING TO TOP WITH CONTINUOUS TYVEK. TAPE lY.. OF WALL. FILL CORES WITH CONCRET All SEAMS I- FIRST VERTICAL REBAR MAX F-O' �^ as. X FLOOR JOISTS. SEE FRAMING IDING Ln I FROM CORNE ASEMENT SLAB PLAN FOR SIZE AND SPACING. /8'GALVANIZED ANCHOR O DOTING INSULATE WITH MIN RI � BOLTS LET INTO FOUNDATION TYPICAL FOUNDATION WALL - (2)PT 2'XG'SILL MAX 1•-O'FROM EACH CORNER Z AND G'-O'OC ALONG WALLS U _ NSULATED 2'X1'STUD WALL WITH 1/2' RADE MIN 8-BELOW TOP OF In AIRSPACE TO MASONRY SILL INSULATIO FOUNDATION Ln i _-------_-- __ v ---WATERPROOFING MEMBRANE _____—_______-__ INSTALLED FROM FOOTING UP INSTALL HORIZONTAL'DURAWALL 3G'WIDE X 18'DEEP FOOTING _ TO GRADE LEVEL > BENEATH FIRE WALL 1/2'PREMOLDED JOINT FILLE O LADUR a9-IN MORTAR JOINT EVERY I'-O'MA% '-O'MAX '-O'MAX WITH 15)PARALLEL GS REBAR 1"THICK CONCRETE SLAB WITH o�o�S--FILTER FABRIC O U OTHER COURSE OF BLOCK(EVERY IG' ALONG ENTIRE LENTH L'XL'W1.1X1.1 WELDED WIRE - - - - - ' TIE VERTICAL STEEL TO REBAR FABRIC '• I Z IN FOOTING(TYPICAL) O "PERFORATED PERIMETER L MIL VAPOR BARRIE DRAIN ABOVE FOOTING IN BED MIN L'COMPACTED GRAVEL OF CRUSHED STONE HORIZONTAL BOND BEAM AT FIRST O'X 12'FOOTING MIN 1'BELOW 13)PARALLEL G REBAR ALONG GRADE FLOOR LEVEL WITH(2)94 REBAR. FILL ECOND FLOOR JOISTS. SEE SECOND TYPICAL FIREWALL - SIDE VIEW ENTIRE LENGTH OF FOOTING. WITH CONCRETE. HELD UP 2'FROM BOTTO FLOOR FRAMINGPLAN FOR SIZE AND q�J SCALE:1/2• I'-O' SPACING OC U NSTALL DOUBLE RIM JOIST AT EDGE TYPICAL FOUNDATION WALL Q OF FLOOR WHERE JOISTS RUN PARALLEL TO FIREWALL. MAINTAIN A1J SCALE:1/2'-I'-O' /\ 1/2'AIRSPACE TO MASONRY V IN5TALL HORIZONTAL'DURAWALL LADUR v9'IN MORTAR JOINT EVERT PPER PORTION OF WALL MATCHES SHEETINDEX OTHER COURSE OF BLOCK(EVERT IV 2"X1'STUD WALL WITH PT BOTTOM DETAILS SHOWN ON DRAWING I ON THIS PLATES AND SILL INSULATION. L SHEET PA12 A El A i MAINTAIN 1/2'AIRSPACE TO MASONRY. INSTALL VERTICAL v5 REBAR MAX INSULATE WALL IN ALL HEATED -j•-O'OC ALONG ENTIRE LENGTH OF AREAS/ WALL. REBAR TO BE INSTALLED EXTERIOR STUD WALL WITH PT /2"C PLYWOOD HEA qp) LQWE FLIXER PLAN 80TTOM PLATES.INSULATE WITH WTH COO NTINUOUS TYVEK. TAPE pep FIRST BOOR PUN CONTINUOUS FROM FOOTING TO TOP II FULL-DEPTH FIBERGLASS ALL SEAMS OF WALL. FILL CORES WITH CONCRETE INSULATIO A2] 8ECIAID BOOR RAN IDING All FW TION PUN INSTALL VERTICAL a5 REBAR MAX R /e'ANCHOR BOLTS AT V-O.OC ON SILL INSULATED M.2 FIRSTR—FRnMWG EACH SIDE OF FIRE WALL /8'GALVANIZED ANCHOR M.] S—FLFRAMING �'-O'OC ALONG ENTIRE LENGTH OF I/Z'PREMOLDED JOINT FILLE BOLTS LET INTO FOUNDATION M.a A--.I- WALL. REBAR TO BE INSTALLED PREMOLDED JOINT FILLER4"THICK CONCRETE SLAB WITH MAX 1'-0'FROM EACH CORNER M.5 RWFFMMING n CONTINUOUS FROM FOOTING TO TOP - G'XL'WL1X1.1 WELDED WIRE AND G'-O'OC ALONG WALLS OF WALL. FILL CORES WITH CONCRET /8'ANCHOR BOLTS AT G'-O'OC ON �'CONCRETE SLAB WITH L MIL VAPOR '.'Ir.'- PARALLEL v5 REBAR AT TOP OF FABRIC - - - - - I A4) DE(AE GRAwWCS EACH SIDE OFFIREWALL BARRIER AND WELDED WIRE MESH-- . rc TION.TIED TO VERTICAL STEEL RADE MIONN'BELOW TOP OF Aa2 D�pW�p)yBN� 3)PA Q FOUNDATION. AND ANC14O BOLTS L MIL VAPOR BARRIE FOUNDATION a YMIN L•COMPACTED GRAVEL 'ATERPROOPING MEMBRANE 4'CONCRETE SLAB WITH G MIL VAPOR IL'WIDE CONCRETE WALL BETWEEN BARRIE _ INSTALLED FROM FOOTING UP • I'A I UNITS. TOP OF WALL Fl. WITH p2� TO GRADE LEVEL TIE VERTICAL STEEL TO REBAR IN UPPER SLA I 3'-O"WIDE I IB"TALL STRIP FOOTING 10 g G D.\—FILTER FOOTING IT7PICAL v__J -3'-O•WIDE X IB'TALL STRIP FOOTING BENEATH FIREWALL WITH IS)PARALLEL ILTER FABRIC —� BENEATH FIREWALL WITH(5)PARALLELTIE VERTICAL STEEL TO REBAR IN 45 P a5 REBARS ENTIRE LENGTH i REBARS ENTIRE LENGTH FOOTING(TYPICAL ". •"'J ' • .4 1 3,-O*-� p PERFORATED PERIMETER DRAIN ABOVE FOOTING IN BED DRAWING NUMBER: OF CRUSHED STONE (3)PARALLEL AS REBAR ALONG GRADE 2'FOOTING MIN 4'BELOW ENTIRE LENGTH OF FOOTING. 4.1 e TYPICAL EWALL - CROSS SECTION HELD UP 2•FRon BOTTo SCALE:1/2' '10 FIREWALL FIREWALL a CHANGE IN SLAB HEIGHT 7 A1.1 SCALE:1/2'•T-O' - TYPICAL FROST WALL A1.1 SCALE:I/2"•1'-0' SEE DETAILS 1 1 2 ON THIS SHEET FOR REVISIONS: BY: UNDERLAYMENT AND DRIP EDGE INSTALLATIO / - jjjj �t - NT TABS OFF OF SHINGLE TO • // CREATE STARTER COURSE. ALLOW 5/B'COX-SHEATHING. COVER j�/j/- EDGE OF ICE 1 WATER SHIELD BELOW STARTER COURSE TO EXTEND AND ENTIRETY WITH ROOF UNDERLAYMENT / (CONCEALED) --IZ-1 BEYOND DRIP EDGE AT EAVE AND '�- AS SHOWN IN DETAIL 2 ON THIS SHEET RAKE. -- e 3'TALL ROWS OF ROOFING UNDERLAYMENT WITH MIN ---- -\ - - -- -3 Y-- CEMENT SHINGLES TO UNDERLAYMENT L'OVERLAP AT HORIZONTAL JOINTS AND y /y"\ OVERLAP AT VERTICAL SIDE LAPS. �- AND EACH OTHER IN 1•WIDTH OF - T UNDERLAYMENT RUN5 CONTINUOUS TO ROOF EDGE --- - ASPHALT PLASTIC ROOF CEMENT •' %%/jj//- - AND CONGEALS IIW SHIELD \ .� - ALONG ENTIRE LENGTH OF RAK - INSTALL CONTINUOUS ICE AND WATER 9i ice- - - �- DIMENSIONS AND SPACING OF SHIELD ALONG ENTIRE LENGTH OF - 3 -- r\ - - j \ CL U TURAL tNGJOMEMBERS _ RAKE WITH MIN L'OVERLAP AT JOINTS - - DRIP EDGE AT RAKE INSTALLED ON - WCLUDWC-JOISiS.BEAMS. TOP OF UNDERLAYMENT - FULL SHINGLE AT FIFTH COURSE POSTS,ETC ARE SHOWN FOR ,! INSTALL TWO ROWS OF CONTINUOUS ICE ' - (NOT SHOWN BIDDING PURPOSES ONLY. AND WATER SHIELD AT BOTTOM EDGE --.\{ 3 - - - OF ROOF,COVERING LOWER DRIP - TRIM Il'FROM FOURTH COURS THESE DRAWINGS CHITE BE EDGE. L'OVERLAP. - - TRIM II'FROM THIRD LOURS STAMPED ANARCHR PRIOR - TRIM L'FROM SECOND LOURS STRUCTURALTO ENGINEERCONSTRUCTION PRIOR PLYWOOD SHEATHING BELOW (ICE I -- 2 ROWS OF ICE AND WATER SHIELDSHINGLE EXTENDS 3/8'BEYOND DRIP EDGE(TYPICAL TO CONSTRUCTION WATER SHIELD NOT SHOWN FOR CLARITY OF DRIP EDGE MITER DRIP EDGE AT OUTSIDE CORNE FULL SHINGLE AT FIRST CDU SHOULDFOUNDBE VERIFIESIONS D DRIP EDGE AT EAVE INSTALLED FIRST COURSE LAID FLUSH WITH STARTER SHOULD BE VERIFIED AFTER DIRECTLY ON BARE SHEATHIN COURSE 13/8'BEYOND DRIP EDGE INSTALLATION,PURRSEOFBU 1IN R 70 PURCHASE OF BUILDING EXISTING FASCIA REMAINS. REPLACE MATERIALS.CHECK AND ANY DAMAGED SECTIONS WITH NE ALL SHINGLE STAGGER PATTERN APPROVEES.AND DETAILS eICE t WATER SHIELD AT ROOF EDGES ROOF UNDERLAYMENT DETAIL QUANTITIES.AND DETAILS A1.T NOT TO SCALE A4.2 NOT TO SCALE AL.3 NOT TO SCALE CAREFULLY. --� MIN(B)ILD NAILS PER / �•�- CONNECTIO 2'X10'CEILING JOISTS'IV OC FULL DEPTH FIBERGLASS / (UNLESS OTHERWISE NOTED). INSULATION EXTENDS UP INSULATE WITH FIBERGLASS BATT S. HEIGHT OF CEILING BEYOND TOP OF CEILING JOIST // VARIES. SEE ATTIC FRAMING --\ 2'PROPERVENT CHANNELS / PLAN EACH RAFTER BAT 'X3"STRAPPING�IL'OC.WITH 2"X10"RAFTERS•IL"OC GWB BELOW TWO 3'STRIPS OF ICE/WATER SHIELD (UNLESS OTHERWISE NOTED CENTERED ON VALLEY. L'OVERLAP __ BETWEEN COURSES. INSTALL OVER —— SIMPSON H2.6 RAFTER TIE AT ALL OTHER UNDERLAYMENT. ALL RAFTERS)TYPICAL SCALE:AS NOTED CROWN MOLDING WITH WEDGE / \ BEHIND FOR SUPPORT DATE:09/20/2010 21'WIDE VALLEY FLASHING. OVERLAP ADJACENT \ � 'NVERTED BASE CAP r BELOW \ / EXTERIOR WALL CROWN ROWS By 12'AND SEAL WITH ROOFING CEMENT. '-L' \ ATTACH TO ROOF BHAND-NAILING L FLASHING EVERT D'..ALLOWING NAIL HEADEAD-BESIDE- FLASHING TO .CLAMP'FLASHING WITHOUT PUNCTURING METAL --+ RAISED CEILING DETAIL Z SCALE:I/2" CROP UPPER CORNERS OF SHINGLES A1.2 AT VALLEY / / 0 LD / AILS 12'OC �- � U / MBED ALL SHINGLES IN CONTINUOUS O ROOFING CEMENT AT VALLEY. {- REMOVE ALL SPILLAGE AND SQUEEZE / OUT ON EXPOSED METAL Z O �7 U z ' � O TRIM SHINGLES TO LEAVE L•OF 1'MIN OVERLA O U VALLEY EXPOSED AT TOP(3'EACH SIDE). SPREAD VALLEY B7 1/8'PER z FOOT TOWARDS EAVE.WHILE LEAVING MIN i"OF METAL FLASHING Q CONCEALED AT BOTTOM OF VALLEY N.. PROPER VENT CHANNELS2'X10•CEILING JOIST IL'OACH RAFTER BAY(UNLESS OTHERWISE NOTED0 YEAR ASPHALT I'XB'RAKE BOARD WITH I'X3' Lu Q RCHITECTURAL SHINGLES OVER SHADOW BOARD. TYPICAL VALLEY FLASHING CEILING JOIST HEIGHT/ATTACHMENUPONT'ROOFLINER• SEE'RAKE TRIMVARIES BY LOCATIONDERLAYMENT I"X1'AZEK OR KOMA FRIEZENOT TO SCALE INSTALL SIMPSON H2. /'COX SHEATHING WITH ICE/ BOARD BUILT OUT ON 1'X3' IPPED COPPER FLASHING HURRICANE TIE AT EACATER SHIELD FIRST L' STRAPPIN "X3"AZEK OR KOMA SHADOWRAFTER(TYPICAETAL DRIP EDGE BOARD WITH FLASHNG ABOVE CONTINUOUS 2-WIDE VENT IN 10INSTALL ICE 1 WATER SHIELD ON •XB'FASCIA BUILT OUT 10'WIDE AZEK OR KOMA SOFFIXB'AZEK OR KOMA FASCIA WALL SHEATHING IB'IN ALL __ ROM GABLE ITH I"X3'SHADOW BOARD DIRECTINS FROM SOFFIT OFFIT OVERHANG VARIES TYPICAL EXTERIOR WALX1'AZEK OR KOMA FRIEZE RETURN(NOT SHOWN =I=1'-L'HARDIEPLANK'CEMENTITIOUS UIL AZEK OR KO' FRIEZE OARD ON I'X3'STRAPPING SIDING BUILT OUT ON 1'X3'STRAPPING HARDIEPLANK•CEMENTITIOUS SIDING OVER 1/2'COX PLYWOOD SHEATHING AND CONTINUOUS SHEETINDEX TYVEK SOFFIT TRIM DETAIL Al2 RR RE £ATKN! SOFFIT RETURN DETAIL - TOP VIEW A,.2 RFAREIEVATpN A1.2 SCALE:I/2' 1'-0' A1.2 SCALE:1/2' I'-O' p21 LOWERLEVELPLAN A 2 FRST FLOOR PLAN p2S SECONOFLOORPLAN N.1 -TION PLAN ETA DRIP EDGE N.2 FIRSTFUO RFRAMING X3'AZEK OR KOMA SHADOW 'X3'AZEK OF KOMA SHADOW ALL ATTIC F SECam FLOOR FRAMING BOARD BRAM OARD (SL AT.S ROOF F-M RANLVG OVERAZEK OR KOMA RAF APPLIED OVER 2-Xi"FLY RAFTER AQl DETAIN ORAWWGs 2-PROPERVENT CHANNELS AT rX1'AZEK OR KOMA FRIEZE /B'COX SHEATHING AC2 GETML IJRAWINGS EACH RAFTER BAY 'XB'AZEK OR KOMA RAKE YXIO'RAFTERS^IL'OC BOARD,UNLE55 OTHERWISE NOTED ON DRAWING -XL'CRIPPLES SUPPORTING FLT BOARD APPLIED TO FLY RAFTER 9'FIBERGLASS BATT (UNLESS OTHERWISE NOTED) RAFTER I'X3'STRAPPING BENEATH s - 5/8'COX SHEATHIN I FRIEZ MIN IBJ ILD NAILS PER 'WIDE STRIP OF PLYWOOD CONNECTIO NAILED 3'OC AT TAIL I /2'CDX SHEATHING BENEATH 7'XL'FLY RAFTER BUILT OUT 'HARDIEPLANK'CEMENTITIOUS � FLY RAFTER SIMPSON H2.6 HURRICANE TIE AT FROM GABLE ON 2'XL'CRIPPLES SIDING-� 1 SEE'SOFFIT TRIM DETAIL'AND EACH RAFTER(TYPICAL EXTERIOR WALL BELOW(DASHED I •IL'OG. SHEATH BOTTOM WITH / 'SOFFIT RETURN DETAIL' • LINEST----' _ J STIFFNESS HEATHING FOR 1/2'COX SHEATHING WITH \ / v 2'X12'TAIL ATTATCHED TO 'X3'STRAPPING AT IL'OC. CONTINUOUS TTVEK XTERIOR WALL BEAM WITH HANGER NAIL TO TAILS AT 3.OC __- - _ DRAWING NUMBER: 2)2'X12'AT CHANGE IN J015T TYPICAL EXTERIOR WALL DIRECTION(UNLESS OTHERWSIE NOTED) - YXL' ® 0 2'XIO'COMMON RAFTER71 Ut: ODBLE COMMON RAFTER d��93 e CEILING FRAMING AT HIP ROOF FLY RAFTER DETAIL - TOP VIEW to FLY RAFTER DETAIL - SIDE VIEW n q1.2 SCALE:1/2'-r-O' A1.2 SCALE:1/2'-I'-O' A1.2 The Commonwealth of Massachusetts Department of Industrial Accidents 9.4 Office of Investigations ►.< 600 Washington Street w la Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): A-A won kPCA" Address: CdO�f"��/ti ZIn City/State/Zip: �`� d G��� � Phone#: Are you an employer?Check the appropriate box: Type of project(required): 1.N I am a employer with l 4. ❑ I am a general contractor and I 6. WNew construction employees(full and/or part-time).* have hired the sub-contractors 2.El am a sole proprietor or partner- listed on the attached sheet. # E] Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers'comp.insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions required.] officers have exercised their 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself.[No workers'comp. c. 152,§1(4),and we have no 12.F1Roof repairs i employees. [No workers' insurance required.] 13. Other ] q ❑ comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lie. Expiration Date: 1 Job Site Address: �G�+ �G � -e City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance.coverage verification. I do hereAcertifyhepainsan enaltiesof perjurythattheinformationprovided aboveis tr a and correct.Si atureDate: �� �Phone# Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2.Building Department 3.City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: r Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone nuinber(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confinnation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the pen-nit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sur6,that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. pen-nit/license number which will be used as a reference number. In addition an Please be sure to fill m the p � applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future pen-nits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax#617-727-7749 Revised 5-26-05 wwvv.mass.gov/dia 07/02/2012 12:23 FAX 978 750 8808 W J LYNCH If4b AUE14UI I&I UUJ_ CORMI-1 OP ID:WL CERTIFICATE 4F LIABILITY INSURANCE DATE`MNIDD,YYYY) 07/03/12 THIS CE"FICATE S ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLIER, THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES 91tLOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED RIcPRESEN'TATIVE CgR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If`the certificate holder Is an ADDITIONAL. INSURED,the pollcy(les)must be endorsed. If SUBROGATION IS WAIVED,:,ubject tO tate terms and conditions of the policy,camain policies may require an endorsement A stabweot on this certificate does not c(,rtfer rights to the certificate holder in lieu of such andem6emerd(s). PRODUCER 978-750-0044 CONT ACT William J Lynch Insuraitce Agcy P . _. ... FAX _ 92 High Street 978-750-$808 ,x: (ar,Nom Danvers,MA 01923 ADDRESS: _ - _ INSURERS)AFFORDING COVERAGE NAIL A.. _ INSURERA:Evanston Insurance Company _ INSU M Cormier a3,ndover Construction wuwR B:Commerce Insurance Ray Von Realty Trust msu4ERc:ChsrEis Insurance CatamouitContracting 3 Crenshaw Ln INSURER n:Hanle sville Worcester _ i Andover,MA 01810KE: I—I'SURERF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THS IS TO CERTIFY T-4AT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR TFE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WiiICH THIS CERTIFICATE MAY BE IS-SUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TC ALL.THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1 TRR TYPE OF INIMRANCE A60L�51 V POLICY Nt1AAB£R MFOLICY EFF P�CY EXP LiIVAIT: GENERAL UAINUTY EACH OCCURRENCE B 1,000,00 1OGLP1007734 01/27/12 01/27/13 DAMAGEYO RE TrE(F _ 100 00 COMMERCIAL GEN:RPl LIABILITY PREMISES E8 CX-ditelnee ; ,. _ CLAIMS-MAGE a OCCUR MED EXP(Any ane person) r 1.00 PERSONAL&ADV INJURY G 1,000,00 GENERAL AGGREGATE 6 2,000,000 GEN'LAGGREGATE LIM]TAPPLIES PER- PRODUCTS-COMPIOPAGG t 9,000,00 I X I POLICYtECQ' LOC COMBINED SINGLE LIMIT AUTOMOBILE LIAMUTY (Ea accident) 1 TH7938 08129/11 08/29/12 BODILY INJURY(Pet person) 1 260,000 B ANY AUTO ALL LL WNED ; SCHEDULED ; BODILY INJURY!Per accident) i_....... $00,00 AUTNON-OWNED AUTOS PROPERTY DAMAGE 3 250,00 HIRED AUTOS AUTOS (Per emdent _ i UM9RBLLA uAa OCCUR EACH OCCURRENCE EXCESS LIAR CLAIMS flAADE AGCsREGATE _ bE0 RETEN PION 5 WORKERS COMPENSATION X WC STATU- OTH- AND EMPLOYERS'UABHJTY 100,00 C ANY PROPRIETO"ARTPERMAECUTIVE YIN002352873 0'11271'12 01127M3 E.L.EACH ACCIDENT OFFICERIMEMBER EXCLL DED? N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE _ 100,00 M des desalbe under LLSdRIPTION OF OFERr1 TIONS t.I. E.L.DISEASE-POLICY LIMB i 500,0 D Builders Risk CI 2J9053 09/13/19 09/13112 per Build 750.0 DE$CmPTIgm OF oPERAT10N9 1 LOCATIONS I VEHICLES(Armen ACORD 101.AddMO W Remarks Sehtdula It mora epaao to mquirod) Construction Operations in North Andover, MA CERTIFICATE HOLDER CANCELLATION TOWNAND SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CAI JCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL 91! DELIV90tED IN ACCORDANCE WITH THE POLICY PROVISIONS, Town of North Andover North Andover Town Hail AUTHOMED REPRE5 TAnVF„ North Andover,MA ©1988.2010 ACORD CORPORATION. All rights reserved. •wwww wr.ww�wu�. �.._ ♦wwww.._.._. .+... . ... ... ... .... ... . _ --wwww REScheck Software Version 4.4.3 Compliance Certificate Project Title: Chatham Crossing Energy Code: 2009 IECC Location: North Andover,Massachusetts Construction Type: Single Family Building Orientation: Bldg.faces 0 deg.from North Conditioned Floor Area: 3890 ft2 Glazing Area Percentage: 11% Heating Degree Days: 6322 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 25 Nontucket dr Cormier Andover Construction Eric Kline North Andover,MA 3 Crenshaw Lane J&J Heating and Air Conditioning Anover ,MAO 1810 17 Arlington st Dracut ma,MA 01826 >hh Compliance:1.3%Better Than Code Wall 1:Wood Frame,16"o.c. 496 21.0 0.0 22 Orientation:Front Window 1:Metal Frame:Double Pane 93 0.300 28 SHGC:0.27 Orientation:Front Door 1:Solid 21 0.300 6 Orientation:Front Wall 2:Wood Frame,16"o.c. 576 21.0 0.0 33 Orientation:Right Side Wail 3:Wood Frame,16"O.G. 496 21.0 0.0 23 Orientation:Back Window 3:Metal Frame:Double Pane 90 0.300 27 SHGC:0.27 Orientation:Back Wall 4:Wood Frame,16"o.c. 576 21.0 0.0 30 Orientation:Left Side Window 4:Metal Frame:Double Pane 45 0.300 14 SHGC:0.27 Orientation:Left Side Ceiling 1:Flat Ceiling or Scissor Truss 938 38.0 0.0 28 Ceiling 2:Cathedral Ceiling 69 38.0 0.0 2 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1007 30.0 0.0 33 Furnace 1:Forced Hot Air 95 AFUE Air Conditioner 1:Electric Central Air 13 SEER Compliance Statement: The proposed building design described here is consistent with the building plans, P lans specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title:Chatham Crossing Report date:07/05/12 Data filename: Untitled.rck Page 1 of 4 REScheck Software Version 4.4.3 Inspection checklist Energy Code: 2009 IECC Location: North Andover,Massachusetts Construction Type: Single Family Building Orientation: Bldg.faces 0 deg.from North Conditioned Floor Area: 3890 ft2 Glazing Area Percentage: 11% Heating Degree Days: 6322 Climate Zone: 5 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: U Ceiling 2:Cathedral Ceiling,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-21.0 cavity Insulation Comments: ❑ Wall 3:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 4:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Window 1:Metal Frame:Double Pane,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?-Yes No Comments: ❑ Window 3:Metal Frame:Double Pane,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?_Yes,No Comments: U Window 4:Metal Frame:Double Pane,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?_Yes_No Comments: Doors: ❑ Door 1:Solid,U-factor:0.300 Comments: Floors: Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Heating and Cooling Equipment: Project Title:Chatham Crossing Report date:07/05112 Data filename: Untitled.rck Page 2 of 4 ❑ Furnace 1:Forced Hot Air:95 AFUE or higher Make and Model Number: El Air Conditioner 1:Electric Central Air:13 SEER or higher Make and Model Number: Air Leakage: Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. Wood-burning fireplaces have gasketed doors and outdoor combustion air. 0 Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. Duct Insulation: ❑ All ducts not completely inside the building envelope are insulated to at least R-6. Duct Construction and Testing: Ej Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 Inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 311.2 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 466.8 cfm(12 cfm per 100 ft2 of conditioned floor area). (3)Rough-in total leakage test with air handler installed:Less than or equal to 233.4 cfm(6 cfm per 100 ft2 of conditioned floor area). (4)Rough-in total leakage test without air handler installed:Less than or equal to 155.6 cfm(4 cfm per 100 ft2 of conditioned floor area). Temperature Controls: Project Title:Chatham Crossing � Report date:07/05/12 Data filename: Untitled.rck Page 3 of 4 ❑ At least one programmable thermostat is installed to control the primary heating system and has set-points initialized a170 degree F for the heating cycle and 78 degree F for the cooling cycle. Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: C] Additional requirements for equipment sizing are included by an Inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation ties been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: C] Circulating service hot water pipes are insulated to R-2. Lj Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: tj HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: CJ Heated swimming pools have an onloff heater switch. Lj Pool heaters operating on natural gas or LPG have an electronic pilot light. a Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. n Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: A permanent certificate is provided on or In the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title:Chatham Crossing _ Report date:07/05/12 Data filename:Untilled.rck Page 4 of 4 2009 IECC Energy Efficiency Certificate .§ E, 771 Ceiling!Roof 38.00 Wall 21.00 Floor!Foundation 30.00 Ductwork(unconditioned spaces): Window 0.30 0.27 Door 0.30 NA OEM Forced Hot Air Furnace Electric Central Air Conditioner Water Heater: Name: Date: Comments: I PROPOSED PLOT PLAN _ LOT 5 CHATHAM CRICLE—NORTH ANDOVER, MASSACHUSETTS MAP 47 LOT 139 SCAM- I" = 30' DATE /%5/10 � \ I HiREBY CERTIFY TO THE TOWN OF NORTH ANDOVER, MASSACHUSETTS BUILDING DEPARTMENT THAT THE BUILDING DRAWN ON THIS PLAN IS PROPOSED AND THAT IT DOES COMPLY TO THE MINIMUM BUILDING SETBACKS TO PROPERTY UNES O 0 M PARKING: m EACH UNIT SHALL HAVE SME: o A TWO (2) CAR GARAGE LOT 4 1 a & DRIVEWAY SPACES — o NOTED BELOW 156.45 �, Z r 89.17' vz, �•1 w 57.28, \ o Building Setbock o� rD n a cQ\ i,! Lines (tYp•� 'LD• cQ �� N ACCESS -A 0- ss EASEMENT prop' o \� Prop LO"( �j LOT 6 \\ Unit (12,500 5•0 �` a6' LO '= O 0 0 \ 2 M 04 prop. Prop. Ret. o 03 \ _ A w q wall (tyP•) N N 3 \ � o sCL i no 0 OF >r; m HUGO 47' -- L--31 -3. P. m 22.99 _ 2 . 3 c a FINDEISEN 11 Ed a of = S z N0.45098 Pavement Typ. S )N �— P a� ,yo �yoQ' S v 4N�• V wCHA-SAM CIRCLE E L (5Q' WIDE) -c U 2DVE: RESIDENTIAL 4 v U LOT DATA AREA = .12,500 SF Z FRONTAGE = 157.68' N M/k7MUN-EVA0M i FRONT — 30 FEET U' REAR - 30 � FINDEISEN SURVEY & DESIGN IsLC' NOTE: 87 Indian Rock Road, Windham, New Hampshire THE SIDE YARD SETBACK ALONG NANTUCKET DRIVE P.O. Bog 612, Sandown, 11TH 03873 IS 20 FEET Tel (603) 898-8516 / Fag (603) 898-8497 0 Plotted on Oct 06. 2010 - 3:05pm Town of North Andover ZONING BOARD OF APPEALS Albert P.Manzi 111,F,,sq.Cbairlwan Ellen P.McIntyre,Vice-Chahman NORTH Richard).Byers,Esq.Cleii of Joseph D.LaGrassc 0 Richard M.Vaillincourt I- , p LN Assoriate Alembers Thomas D.Ippolito Daniel S.Bnme,Esq. S CHUS 6�WRAMtY(20)days Michael P.Liporto 1�,O--Thl have elapsed from date of dedsion,filed without filing of anqppeal. Any appeal shall be filed within(20) Notice of Decision Date AWP&Jr, days after the date of filing,of this Year 2011 JOY06 A,ftdshaw I Town Clork notice in the office of the Town Clerk, er Mass. Gen.L.ch.40A, §l7 Property at: Lot#5 Chatham Circle NAME: Ray Von Realty Trust(Raymond Y. HEARING(S): 14 December 2010,21 June 2011 Cormier,Trustee) ADDRESS: Lot#5 Chatham Circle(Map 47,Parcel PETITIOW. 2010-014 139)North Andover,MA 01845 The North Andover Board of Appeals held a public hearihg.at The Senior Center, at 120R Main Street, North Andover, MA 01845 on Tuesday, June 21, 2011 at 7:30 PM on the application of Ray Von Realty Trust (Raymond Y. Cormier, Trustee) located on Lot#5 of Chatham Circle (Map 47, Parcel 139)North Andover, MA 01845, Petitioner is requesting a Special Permit from 4.122 and 4.122.14 A.b to construct anew 2 family dwelling in accordance with Section 10.3 and 4.122.14D of the Zoning bylaw within an R-4 District I: Legal notices were sent to all the certified abutters provided by'the Town of North Andover, Assessors Office, and were published in the Eagie-Tribune, a newspaper of general circulation in the Town of North Andover, on November 30,2010 &December 7, 2010. The following voting members were present: Albeit P. Manzi, Ellen P. McIntyre, and Richard J. Byers. The following Associate members were present: Thomas Ippolito and Michael Liporto. Upon a motion by Byers to Grant the Special Permit to build a 2 family (duplex)with the following conditions: 1. - The landscaping and exterior finish for the development of Lot#5 shall be equivalent quality and materials to the landscaping and exterior finish originally furnished for the existing Chatham Crossing units as approved by the subdivision.plans as built. 2. All roof runoff from the building to be constructed on Lot#5 shall be infiltrated using the appropriate methods and construction specified and approved by the North Andover Building Inspector or his designees at time of building permit issuance. McIntyre second the motion., Those voting in favor to approve the Special Permit with the above conditions:Albert Manzi, Richard Byers, Thomas Ippolito and Michael P. Lipprto. Not in favor to grant the Special Peri-nit: Ellen McIntyre. 4-1 > w The Board finds that this use, as developed by the buildhig& site plans, will not advert?Iy affe.& : 0- the neighborhood. There will be no nuisance or serious hazard to vehicles or pedestrians since Page 1 of 2 L there are provisions for the required off-street parking. Adequate and appropriate facilities are provided to the existing residential dwelling and will be provided for the piper pperatio?,Qf A. two (2) family dwelling. The Board finds that the 2 family dwelling will not be`detr>men6l' and that this use, of a 2 family dwelling, will be in harmony with the general purpose;and intent of this Bylaw. Site: Lot#5 Chatham Circle, a. Special Permits from 4.122 and 4.122.14 A.b to construct a new 2 family dwelling in accordance with Section 10.3 and 4.122.14.1) of this Bylaw within an R-4 District (Map 47, Parcel 139)North Andover, MA 01845 Y Plan(s) Title: 1) "Proposed Plot Plan"Dated June 21, 2011 containing one (1) sheet. Prepared by Findeisen Survey & Design, LLC Windham,NH 03873. 2) "Preliminary Plans" Dated 30 August 20110 containing three (3) sheets; left side and front elevation, right side elevation and rear elevation and first floor and second floor plans. Submitted by Cormier Andover Construction. Voting in favor: Albert Manzi, Richard Byers, Thomas Ippolito and Michael P. Liporto. Voting in the Ellen McIntyre Negative: The Board finds that the applicant has satisfied the provisions of Section 4.122 and 4.122.14 A.b to construct a new 2 family dwelling in'L accordance with Section 10.3 and 4.122.14D of this Bylaw within an R-4 District for Lot#5 Chatham Circle(Map 47, Parcel 139) . Notes: 1. This decision shall not be in effect until a copy of this decision is recorded at the Essex County Registry of Deeds. Northern District at the applicant's expense. 2. The granting of the Special Permit(s)as requested by the applicant does not necessarily ensure the granting of a building permit as the applicant must abide by all applicable local,state,and federal building codes and regulations,prior to the issuance of a building permit as required by the Inspector of Buildings. 3. if the rights authorized by the Special Permit are not exercised within two(2)years of the date of the grant, it shall lapse. and may be re-established only after notice,and a new hearing. North Andove• oning Board of Appeals Albert P.Manzi II1, Esq., Chairinan Ellen P. McIntyre, Vice Chairman Richard J. Byers, Esq., Clerk Thomas Ippolito Michael P. Liporto Decision 2010-014 ATTC§rr, A Trus•Copy Tyvi� Clerk t; ` Page 2 of 2