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2014-390 ,,��` TOWN OF QUEENSBURY ive4P1 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20140390 Date Issued: Wednesday, May 13, 2015 This is to certify that work requested to be done as shown by Permit Number P20140390 has been completed. Location: 26 STEPHANIE Ln Tax Map Number: 523400-308-012-0002-067-000-0000 Owner: THOMAS &NICOLE PALMER Applicant: THOMAS & NICOLE PALMER This structure may be occupied as a: Deck By Order of Town Board Residential Addition TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or ;41 �J / Qom, other issues and conditions as a result of approvals by the Planning Board Director of Building& Code Enforcement/fo`� or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20140390 Application Number: A20140390 Tax Map No: 523400-308-012-0002-067-000-0000 Permission is hereby granted to: THOMAS &NICOLE PALMER For property located at: 26 S IEPHANIE Ln in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: THOMAS &NICOLE PALMER Deck 26 STEPHANIE Ln Residential Addition $26,600.00 QUEENSBURY,NY 12804-0000 Total Value $26,600.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2014-390 Res. Addition 286 sq ft& DECK 208 sq ft 5150.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, September 03,2015 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town f Que bu / /1 W: t ,e•L -eptember 03,2014 /d SIGNET)BY � for the Town of Queensbury. Director of Building&Code Enforcement PRINCIPAL STRUCTURE APPLICATION Office Use Only DATE ao Auci 20 Rectrld1 .�,pp //�� AA }f ?dor, �_✓ • TAXMAPID 'yVp . Il•• 4� I �IplrmitNV�i oa a i -Permit Fee � tl TOV I JF QUEENRe�cJ°Fee ZONING L_ BUILDING& CCSiterlan# HISTORIC SITE Yes bit No Subdivision # SUBDIVISION NAME Lot# TOWN BD.RESOLUTION 86-2013: $850 RECREATION FEE FOR NEW DWEWNG UNITS,INCLUDING SINGLE FAMILY DWELLINGS,DUPLEXES OR TWO FAMILY DWELLINGS, MULTIPLE FAMILY DWELLINGS, APARTMENTS, CONDOMINIUMS, TOWNHOUSES, AND/OR MANUFACTURED & MODULAR HOMES, ,BBUT T NOT �MOBILE iHOMES. THIS IS}IN ADDITION TO THE PERMIT FEE. l /��, APPLICANT /fN�1,0,1P'1s54" 1`�I�y fail OWNER �//*L�' `7.6 ADDRESS !G C �1 C toADDRESS �u V�VT rLcc/Al 'er2Zed y(427.4od-6-00 PHONE/E-MAIL sic 2-3 2 - 6 '16 7 PHONE/E-MAIL / CONTRACTOR Ktd crc\ SAf1 0Q4 COST OF CONSTRUCTIO/N�(ESPMATED): $ aG1&,Go1 00 ADDRESS: /6GaC r i e (d SI BUILDING ADDRESS: Z49 4W IS LAi &tans Wok WY PHONE/E-MAIL 1c--c5r1A; i • CO WI en �._1 (nom CONTACT PERSON FOR BUILDING&1CODES COMPLIANCE: E 1UF*4 U/ PHONErie kite FtArlearA *3U, ibotWitoM.R-r TYPE OF CONSTRUCTION Check all that apply Please indicate measurements as required below New Addition Alteration 1 n floor sq. ft. 2nd floor sq.ft. Total sq.ft. Height Single Family 67 atio 22(0 tta (V'8 Two-Family Multi-Family (#of units ) Townhouse Business Office Retail - Mercantile Factory- Industrial Attached Garage (# of ) 110 Other r ✓ 2ojt Wa+ sel fr-Kezi Town of Queensbury Building&Codes Principal Structure Application July 2014 If commercial or industrial indicate name of business N JIs. Proposed use of building or addition Mel 03411AL- Source of heat (circle one), Fa'D Oil Propane Solar Other Fireplace: complete a separate application for Fuel Burning Appliances & ,1 /� Chimneys v'q Are there structures not shown on plot plan? I �� Are there easements on the property? not*. iOVAPS Site Information a. Dimensions or acreage of lot 0.455 b. Is this a corner lot? 140 c. Will the grade be changed as a result of construction Yes V No d. Public water or Private well ?OW 0 e. Sewer or Private Septic System 1V-igPria Value of all work to be performed (labor or materials) $ DECLARATION: 1. I acknowledge no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. 2. If work is not complete by the 1 year expiration date the permit may be renewed,subject to fees and department approval. 3. I certify that the application, plans and supporting materials are a true and complete statement/description of the work proposed,that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. 4. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. 5. I also understand that I /we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAME: Q-' 5 c i DATE ria3 / iy SIGNATURE: fa%�l'p�_ DATE .1(j a31I q t FOR OFFICE USE ONLY Operating Permit Issued: _Yes No Occupancy Type Construction Classification Assembly Occupancy Limit Special Conditions" . 2 Town of Queensbury Building&Codes Principal Structure Application July 2014 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. , Main Office 176 Duo Ron Road-Manhcim.PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL .. Permit /iL utNo..,. . •...✓. `la ert C . . 8 5 615 Cut-w Card No, I-- 3Fri, Rough Plumbing / Insulation Inspec " n Report . Lthe - Office No. (518) 761-8256 Date Inspection requ t r fled: /� ..S Queensbury Building & Code Enforcement Arrive: \',7 O /arn/p /// 742 Bay Road, Queensbury, NY 12804 / Inspector's Initials# _ NAME: !Orn 9N 1 adc_ I Xflt '- PERMIT#: � i.e-/s°6 LOCATION: aZ(p ',_/Li�r _ j INSPECT ON: / 'Neat TYPE OF STRUCTURE: '.QUI;/iOrlit E� b' . Y N N/A Plumbing under slab Rough Plumbing /Nail Plates , Plumbing Vent/Vents in Place / 11/2 inch minimum Drain Size rc[--- Washing Machine Drain 2 inch minimum ,'7 —11 / 9 Cleanout every 100 feet/change of direction �i Pressure Test Drain /Vent Air/Head 5 P.S.I. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I. for for 15 minutes / p \ �P\v—, sulati esidential Check/Commercial Check `~^L CSA$ UL Window Sealing �—� Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent ill/ Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape Blower Door Test Air Sealing / COMMENTS: I.7 lijitr-te Rough Plumhing_Insulation,lnsn ctio�" n_02 0513 Town of Queensbury Building & Code Enforcement �(L.L/31 3 Office No. (518) 761-8256 Framing / Firestopping Inspection Report Inspection request received: Name: P LyTL Inspected on: Location: a La s'ttr w-, j p, l- a , Arrive: , .v v a.m.1p.m. Permit No.: / 44-39'D Inspector's Initials: TYPE OF STRUCTURE: R $kaa Y N NIA COMMENTS: Framing Attic Access 22"x 30°minimum Jack Studs/Headers Truss Specification Provided Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12°O.C. Headroom 6 ft.8 in. Stairwells 36 in.or more Exterior Deck Bracing Headroom 6 ft.8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %(w)16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.floor trusses Anchor Bolts 6 ft.or less on center Ice and water shield 24 inches from wall Fire separation 1,2,3 hour Fire wall 2,3,4 hour restd it Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5 0 sf grade Design Professional Sign-off, if required 54C R.Z‘ Framing /Firestopping Inspection Report Town of Queensbury Building & Code Enforcement s/ CkeleSdEd0 Office No. (518) 761-8256Fin .a2thi r Framing I Firestopping Inspection Report (C Inspection request received:� / a// 7/d% ( V Name: 1 so et a r- Inspected on: /a— I /V' Location: a to S-f'op ho--n i,o &n 4,` Aa► a.m.l p.m. p — .- Permit No.: �/—,3 qv Inspector's Initials !ba TYPE OF STRUCTURE: J3 es A-Ad Framing v/ N NIA COMMENTS: Atti ,� SAtudss/Headers x eminimum _ �� Jack Studs 1 V/ v�C3 k Truss Specation Provided V/ Bracing I Bridging Joist hangers %." Jack Posts/Main Beams Exterior sheeting nailed properly 12'O.C. Headroom 6 ft.8 in. Stairwells 36 in.or more - Exterior Deck Bracing Headroom 6 ft.8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 1/2(w)16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.floor trusses (.19 Anc • • son center illi aid :rl[ �` • 4 im es from wall ire separa ion ,2,3 hour Fire wall 2,3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms / 24 in.(H) `'/// 20 in.(W) 5.7 sf above/below grade 5.0 sf grade Design Professional Sign-off,if required Framing/Firestopping Inspection Report Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: / Queensbury Building&Code Enforcement Arrive: am/pm Depart:I 1 (t am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: 111 NAME: Pat, PERMIT#: /4/-1/43C95 LOCATION:a(e:r4 34-ep\stna r I C.i L(l & INSPECT ON: / / -/'9-/4/ TYPE OF STRUCTURE: Comments N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building &Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM Foundation Inspection Report Office No. (518) 761-8256 Date Inspection requ' t rec: Queensbury Building& Code Enforcement Arrive: 16 Ic ..:.m Depart: IO 33OQIm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: A NAME: ` UM — 0 'ERMIT#: 14 -390 LOCATION: -z_Lo Amt.L. ' t.. ' INSPECT ON: J O - 36- I N TYPE OF STRUCTURE: ZEc3 o RDD. Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place ooting Dowels or Keyway in place Foundatiori�Dampp�ootr / 0 -- M Ki 10E-e--10 TO COME_ OP Foundation Waterproofing kt.� A c30 %T\DVJA� La 11 a Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing -,, 6 mil of for wet areas under slab c rljAPpro al^ / _fJEO TO EVA F-‘1 DER'T1A DF Plumbing Under Slab F-4: 67)(1/4% --c-o Ge A D E. \\ PVC/Cast/Copper COLat�1(XVcoF`�Ln") Foundation Insulation Interior/Exterior /J R - Rough Grade 6 inch drop within 10 ft. — C'a%31-gHCCo1- T(O E-YIRA- Po2T\c .. OF Focsvllp L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspe' t Urt."r3oL rn O1`) F FT Last printed 12/18/2013 2:44:00 PM DEP\--v-\ Foundation Inspection Report Office No. (518) 761-8256 Date Inspection Zrequ/ At Queensbury Building &Code Enforcement Arrive: ‘ ;S�yr' .Depart: I: ID a pm 742 Bay Rd., Queensbury, NY 128048Inspector's Initia((. NAME: P M—t-NE(Z 62Rme IT#: 14—*In LOCATION: Z(o ATEPRetv.�1E U\OJE INSPECT ON: —ttl TYPE OF STRUCTURE: R E a Piero. Comments - 1 Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour R:'nforcement in Place Ir, tooting Dowels or Keyway in place �Frun`dation Damppr�oofin'e� J Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 mil es above area ng �)y� 6 mil poly for wet areas under slab riI [Backfill Aporova4� Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM Foundation Inspection Report Office No. (518) 761-8256 Date Ins.ection r-. esved: .�.. Queensbury Building&Code Enforcement Arrive: # : Depart: im 742 Bay Rd., Queensbury,b �N�NY 12804 Inspector's Iniha s: / NAME: I'"G IULMi- jfl*:RAl1413 3 to LOCATION: a & (O j'tJ.Q) l .Y. INSPECT ON: /0 "ofy7/� TYPE OF STRUCTURE: Re S 1g 414, Comments Y N //A Footings—ay "'//// Piersf Monolithic Slab �T �F CAM -e�� d` Reinforcement in Place z ET1r,1 EEO \ `. c 0 — W-30 The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building &Codes Farms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM Foundation Inspection Report Office No. (518) 761-8256 Date Insection re.u- . v Queensbury Building& Code Enforcement Arrive: it •epart: - 742 Bay Rd., Queensbury,NY 12804 p Inspector's Initia s• NAME: Pfd Lf�1 'MIT#: LOCATION: ZtII ,STIFS\--v:NoF lbsEINSPECT ON: 'lb — 7-7 — ly TYPE OF STRUCTURE: Comments Y / N N/A /Footings 1[/ Piers ,t fonolithic Slab �/ Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing V!/ 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building &Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM GENERAL NOTES INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM WARREN COUNTY TAX MAP INFORMATION NOT FROM TOPOGRAPHIC SURVEY INFORMATION full compliance LEGEND New York State. — — — — — — — — — — PROPERTY LINE v a --------------------- PROPERTY LINE SETBACKS 6�1 WATER SERVICE E/P EDGE OF PAVEMENT _ SITE DATA PROPERTY ZONING CLASSIFICATION: MDR a TAX MAP NUMBER: 308.12-2-67 SETBACKS REQUIRED EXISTING PROPOSED FRONT , 30'-0" 59'-8" 44'-8° SIDE MIN. 5'=0" 8'-3" 7'-9" SIDE TOTAL' 15'-0" 29'-8" 29'-8" REAR i I 30'-0" 105'-1" 105'-1" WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. G-1 cU � 73 O o r -U Opy 03 N TOWN OF QUEENSBURY (n a BUILDING DEPARTMENT Based on our limited examination, compliance t'i our com l ments shall not be construed as indicating the plans and s ecl@capons are m with the Building Codes of • r-1 full compliance m New York State. v a 6�1 ci _ a T 0 v c m m 0 a a m 0 n� 10.1 DESCRIPTION DATE REVISIONS o 0 Q � wr} J y °- v_ Z ~ U z� W O Q W a v�o c Zo U � y Z �Q� oLLLL y v Q 3 0 0 E J UD F j J y 00p wF Z S• C O' y 07 c Jw ��///�'D �/ L ` o. n n- 5;z 4 Z U w y) o m m L Q Z K of W CTU F) U) 0 —F U U P Q 4 U o r- C L U Kia Q'W W ) >L,W WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. G-1 cU � 73 O o r -U Opy 03 N TOWN OF QUEENSBURY (n a BUILDING DEPARTMENT Based on our limited examination, compliance t'i our com l ments shall not be construed as indicating the plans and s ecl@capons are m with the Building Codes of • r-1 full compliance New York State. 6�1 PERMIT PLOT PLAN I HAVE PERSONALLY MEASURED THE DISTANCE FROM THE--. PROPERTY LINES TO THE PR-� SED ST QT'URE,o) SIC, ATURE CAD FILE NAME ACAD\PALMER\C-1 SCALE 1" = 1U'-0" DRAWN BY DRAWING TITLE 1 PLOT .j PLAN tutu- 25 2014 a DRAWING No. TO'J41�I Oi- i�U� cr`i "t� �_� BUILDIPIC, C-1 f—t--BA O I DINING KITCHEN BEDROOM�'��� (NO 'vJRK) f I (NO WORK) (NO WORK) REMOVE EXISTING PARTITION REMOVE DOOR & FRAME I ----- MSTR. BEDROOM r--------- REMOVE ----IL— \ ---`REMOVE K. n _____ LIVING ROOM EXISTING ° II (NO WORK) L2 CLOSET u �; ENTIRELY ------- BATH 001 REMOVE REMOVE —J EXISTING STOOP WINDOW WINDOW TO BE REMOVED FOR REUSE FOR REUSE I �I BEDROOM 5'-0" 4l„ SD �I G SD o — BEDROOM DBL.— _ 2x10 HDR. W-53" r SD ATTIC— ACCESS MSTR. BEDROOM PANEL TRUSSES AT 24" O.C. 11'-0" 14'-24" 1/4"=1 I (^ DINING (NO WORK) 5; NEW LINEN CLOSET A I f Il�r :ti r -- - C O 0 CJ El ------- W. 1. C. ----- 6'-5" N - R WINDOW DES( (NATIONS AS MANUFACTURED BY: ANDERSEN WINDOWS 200 SERIES SINGLE PHASE, 15 and 20 AMPERE OUTLETS SHALL BE PROTECTED BY AN ARC—FAULT CIRCUIT INTERRUPTER LISTED TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT. ❑F EXHAUST FAN — DUCTED TO EXTERIOR (TYP.) (OPTIONAL TO BATHS WTH WINDOW) SD SMOKE DETECTOR ;HARD WIRED & INTERCONNECTED W/BATTERY BACK—UP) CU CARBON MONOXIDE DETECTOR (HARD WIRED & INTERCONNECTED W\BATTERY BACK—UP) p NC�ITC i'V t1 Lr 1]ON' Dt�ti i /\ PAPERINSULATION t. t K MUST BE COVERED BY LIVING ROOM (NO WORK) OPEN DECK ENVELOPE COMPONENT I i I LEGEND EXTERIOR WALL R-21 ROOF CEILING R— ' FLOOR" & NOTES FOUNDATION WALL, R R- SLAB EDGE INSUL.` PARTI TIONS BETWEEN GARAGES & LIVING SPACE TO HAVE 5/8" FIRE CODE GLAZING 9 ENTRANCE DOORS GYP. BD. ON GARAGE SIDE OF WALL AND 1/2" FIRE CODE GYP. BD. ON w 1/4 DEPTH o w LIVING SPACE SIDEiOF WALL. GARAGE CEILING TO HAVE 5/8" FIRE CODE " 2 MIN. CAD FILE NAME GYP. BD. IN ALL If�STANCES. a_ MAX. 'I 6 DEPTH II STUD WALL — 2x6 TAT 16" O.C. AT EXTERIOR & BETWEEN GARAGE & LIVING o � MAXIMUM o SPACi W/FULL THICK INSULATION. 0 z_ — 2"x4" AT 16" O.C. AT INTERIOR BEARING WALLS. a — 2"x4" AT 24 O.C. AT INTERIOR NON—LOAD BEARING WALLS- ! a SCALE NOTED FRAMING IS WWPA SPF#2 EXCEPT AS NOTED. o MAX,AS 1/6 DEPTH i — 750fb — 1,190,000E 1 042o JOISr SPAN `I No. DESCRIPTION DATE ® ®INDICATES MEMBER SIZE & SPACING. REVISIONS BEAM slzE INDICATES BEAM SIZE. DRAWN BY ® POST — SIZE AS INDICATED. IF NOT INDICATED POST IS TO BE 2"x4" OR 1/4 DEPTH 2"x6" TO MATCH VALL & EQUIVALENT IN NUMBER TO BEAM BEING SUPPORTED. W N 'a 16'-0" Q < MAXIMUM 1/3 FRAMING LUMBER `.IZES ARE BASED ON WWPA GRADE SPF No. 2 EXCEPT AS = N SPAN — NO NOTCHING END NOTCHING NOTED. LUMBER IN CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE z EXISTING NOTCHING TREATED. U z zoQz & PROPOSED W NEAFI SDESIOFSSHOWN ARE SUCH NOTCHES ARE ARE CLOS R THAN 12 GARAGE LVL MEMBERS AREiBASED ON BOISE CASCADE VERSA—LAM. H a Z g (NO WORK) PLAN T I THAN 12 INCHES HORIZONTALLY = r M TRUSSES TO BE F6BRICATED IN ACCORDANCE WITH DESIGNS & DRAWINGS 0 a N NOTCHING & DRILLING DETAIL PREPARED BY ALICENSED ENGINEER OR ARCHITECT. GROUND SNOW LOAD 50 psf. W o NO SCALE MAIN FLOOR LOAD ;40 PSF (SLEEP ROOMS 30 PSF) DESIGN WIND LOAD 90 mph Q " o v AtUG3 2 5 2014 3 SECOND DURATION. BEARING LENGTHS Fs FRAMING CONNECTORS TO BE SIZED TO DEVELOP FULL Q N �_ F STRENGTH OF MEM!3ERS. r n N t o= rc"7 NN`,usJi BUILDING BUILDING & CODES PROVIDE FIRESTOP t ABOVE INTERIOR BEARING WALLS. Smoke deterlc rr� r (rwrer:!'In bedrooms 0, -tC g o adjacent to sr rens and on each floo -10 fn o = > `co © o = r STAIRS: — ALL RISERS & TREADS BE EQUAL level inclur +r, cellar or basement .t �r Q — STAIRS tin TH MORE THAN 1 RISERS 'TO HAVE A HANDRAILoke rr�, fn, s a carbon monoxide a o Q N F (BOTH SIDES IF BOTH ARE OPEN) detectors <nd' Intrrconnnected With a o - -MAXIMUM BALUSTER SPACING — 4" CLEAR batte n baCatl and Ionated on all levels.- o 0 0 = o — OPEN PLATFORMS OR PORCHES MORE THAN 30" A.F.F: LORrrA F G.t, tie'ertnrs are required o N `0 0 o E ~ TO HAVE GUARDRAILS. outside sleeping areas and on all levels. Of w y > L� W r� I� INTERIOR DOORS - BEDROOMS: SINGLE 2'-8"x6'-8" H.C. OR PANEL PAIR 4'-0"x6'-8" H.C. OR PANEL WORK IS TO BE AS SHOWN & — CLOSETS: SWING 2'-0"x6'-8" NOTED AND IN ACCORDANCE WITH MANUFACTURER'S BI—FOLD WIDTH TO SUIT OPENING x 6'-8" RECOMMENDATIONS, TRADE — FURNACE (WHERE REQ'D. FOR COMBUSTION AIR) 2-6'x6-8" ASSOCIATION PUBLISHED /� WINDOW SCHEDULE LOUVERED DOORS. RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL ROOM NAME TOTAL SQ. _ _ _ WINDOW MODEL # REQ'D. LIGHT ACTUAL _ REQ'D.`VENT ACTUAL _ EGRESS WINDOW —BATHS: 2'-0' x6'-8 H.C. OR PANEL (MIN.) CONSTRUCTION INDUSTRY rT. & QUANTITY AREA (MIN.) LIGHT AREA AREA (MIN.) VENT AREA OR DOOR PRACTICES. VALS BEDROOM 104 (1) CN30410 8.32 13.93 4.16 6.97 YES —' GARAGE 2'-8"x6'-8" S.C. OR OTHER 3/4 HOUR FIRE RATED DOOR WITH CLOSER, FULLY WEATHERSTRIPPED INCLUDING SADDLE. MSTR. BEDROOM 206' (2) 244DH3049 16.48 27.86 8.24 13.93 YES ALL BRANCII CIRCUITS IN DWELLING UNIT BEDROOMS THAT SUPPLY 125 VOLT, WINDOW DES( (NATIONS AS MANUFACTURED BY: ANDERSEN WINDOWS 200 SERIES SINGLE PHASE, 15 and 20 AMPERE OUTLETS SHALL BE PROTECTED BY AN ARC—FAULT CIRCUIT INTERRUPTER LISTED TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT. ❑F EXHAUST FAN — DUCTED TO EXTERIOR (TYP.) (OPTIONAL TO BATHS WTH WINDOW) SD SMOKE DETECTOR ;HARD WIRED & INTERCONNECTED W/BATTERY BACK—UP) CU CARBON MONOXIDE DETECTOR (HARD WIRED & INTERCONNECTED W\BATTERY BACK—UP) p NC�ITC i'V t1 Lr 1]ON' Dt�ti i /\ PAPERINSULATION t. t K MUST BE COVERED BY LIVING ROOM (NO WORK) OPEN DECK ENVELOPE COMPONENT PROVIDED EXTERIOR WALL R-21 ROOF CEILING R— ' FLOOR" R-30 FOUNDATION WALL, R R- SLAB EDGE INSUL.` GLAZING _N\A U-0.29 ENTRANCE DOORS N\A NON-COMBUSTIBLE BARRIER NOTICE FOAM INSULATION MUST UE COVEREI? BY A 15 MINUTE GARAGE THERMAL BARMIER (NO WORK) LATERAL WEB BRACING AS SPECIFIED BY TRUSS MFR. APPROX. 45' BOTTOM CHORD I BRACING VN (,)r"' QUEM TRUSS \ , 8(A'DING DING 9`3vivived B��, �l TiUSS 2x DIAGONAL BRACING, AT E CH T. LINE OF LATERAL WEB BRACING — 2 BY BOTTOM AT EACH GABLE END —ALSO AT CHORD BRACE; INTERVALS NOT EXCEEDING TWICE THE HEIGHT OF.THE`'TRUSS. NOT EXT. WALL — _ LESS THAN ONE LINE OF DIAGONAL BRACES ON EACH WEB. �I END WALL OR \ /11:LTRUS ATERAL WEB BRACE S I GABLE TRUSS ,_ 2 BYUTAG. 'I) I p —I APPROX. 45' BRACES ® i�r—'—" EACH END PARTIAL SDE VIEW PARTIAL PLAN VIEW TYPICAL TRUSS, BRACING `- N.T.S. � : f r x�e BRACING DETAILS ARE GENERIC IN NATURE. !7 BRACING DETAILS ARE PROVIDED BY TRUSS MANUFACTURER CONTRACT SHALL FOL UW TRUSS MANUFACTURER BRACING DETAILS IN LIEU OF THESE GENERIC DETAILS X `0- � N o w 1/4 DEPTH o w " 2 MIN. CAD FILE NAME a_ MAX. 'I 6 DEPTH o MAXIMUM o a z_ ACAD\PALMER\A-1 SCALE NOTED MAX,AS 1/6 DEPTH i 1 042o DRAWN BY 1/4 DEPTH 16'-0" 1/3 SPAN MIDDLE 1/3 OF 1/3 SPAN MAXIMUM 1/3 DEPTH HOLES DRAWING TITLE SPAN — NO NOTCHING END NOTCHING MAXIMUM EXISTING NOTCHING & PROPOSED IN GENERAL, TO BEP ACEDOTCHES & IN BOTH TOPRED HOLES OF THE AND BOTTOM EDGESIFETHEONS NEAFI SDESIOFSSHOWN ARE SUCH NOTCHES ARE ARE CLOS R THAN 12 NOTCHES INCHES FLOOR PLANS PROPOSED FLOOR PLAN HORIZONTALLY, NOR ARE THE NEAR SIDES OF NOTCHES & BORED HOLES TO BE CLOSER THAN 12 INCHES HORIZONTALLY = r M DETAILS 1/4" = 1'-0.. TYPICAL JOIST NOTCHING & DRILLING DETAIL NO SCALE AtUG3 2 5 2014 DR WING No. — A-1 rc"7 NN`,usJi BUILDING BUILDING & CODES VINYL CLAD DOUBLE - HUNG WOOD WINDOW UNIT WITH INSULATING GLASS & THERMAL BARRIER ALUM. FASCIA VINYL SHUTTERS— VINYL SIDING--, VINYL TRIM uk BAFFLE (TYP.)— \ METAL ROOF EDGE W/DRIP 2x SUB FASCIA ALUM. FASCIA VENTED VINYL SOFFIT VINYL TRIM TYP. EXTERIOR WALL 2x6 STUDS AT 16" O.C. W/BATT INSULATION (R-21) 4 MIL. VAPOR RETARDER 1/2" GYP. BD, INTERIOR FINISH, APA SPAN RATED SHEATHING, TYVEK OR EQUAL HOUSE WRAP, VINYL SIDING. FINISH GRADE TO— PITCH AWAY FROM FDN. WALL 6" IN 10'-0" MIN. I 8" GONG. FOUNDATION - WALL WITH DAMP PROOFING #4 DOWELS AT 8'-0"— O.C. OR CONT. KEYWAY 8"x16" CONT. CONC.— FOOTING W/2 #4 BARS CONT. I ONT E 1/4" = I CONTINUOUS RIDGE VENT ASPHALT SHINGLES 15# BUILDING FELT APA SPAN RATED ROOF SHEATHING RAISED TRUSSES BAIT INSULATION (R-38) KRAFT FACED\ 1/2" GYP. BD. DOUBLE CAP PLAIE •1 i I PROVIDE 1-#4 CONT. HORIZ. REINF. BAR IN THE TOP 12" & BOTTOM 12" OF THE WALL TYP. R-13 MIN. FSK FACED GLASS FIBER BATT INSULATION A 23%.32" APA RATED SHEATHING - GLUED & NAILED FLOOR JOISTS BRIDGING AT (MID SPAN TO MATCH EXISTING FIELD VERIFY PRIOR TO PLACING TRUSS 12 ORDER �4 2" COLIC. SLAB RETARDER I 6 MIL VAPOR - WITH FIBERGLASS REINF. 6" COMP. FILL e'. BUILDING SECTION 1/2" = 1'-0" c -a mi ICE & WA DOUBLE HUNG VINYL WINDOW UNIT WITH THERMAL BARRIER & INSULATING GLASS REMOVE EXISTING CMU FUN. AS REQ'D. TO ACCESS NEW CRAWLSPACE (I -- ---------------------- 1 - C I / 1 - ALT SHINGLES ATCH EXISTING . FASCIA Y„\,L SIDING VINYL TRIM m - 2 ' i 2 T 9 1= - 1 Q O Ul N Ol — -.i -- ------ --------- N N REMOVE EXISTING CMU FUN. AS REQ'D. TO ACCESS NEW CRAWLSPACE (I -- ---------------------- 1 - C I / 1 - ALT SHINGLES ATCH EXISTING . FASCIA Y„\,L SIDING VINYL TRIM WORK IS 10 BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFAC'TURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. CAD FILE NAME ACAD\PALMER\A-1 SCALE AS NOTED DRAWN BY DRAWING TIILE ELEVATIONS SECTION, FDN. PLAN AND DETAILS DRAWING No. A-2 ®N m 2 2 2 T 9 N Q O Ul N Ol N N d Q N No. DESCRIPTION DATE REVISIONS o N 0 N fr- `r G1 ILLI C 3 m Z = Q ( o=? V O LE Q W A a w N � r A Z U O C N / y Q N 6 O Q 2 0 w I N K c�jp OO V (0 p z -A co 0 0 w w .y N o w o a y G V rto L N V W O N Z Ol O O 0)00 Z € O — S- 0 7 T 0, 2 '- Q= � L Q ao eo o z r �y tiu) o 00 Goa �a Qz� a t!) N N V fes✓\ .D a p I- Q Q 0 C � r. U �- 0, C4 0X W W(0 (n i Li W WORK IS 10 BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFAC'TURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. CAD FILE NAME ACAD\PALMER\A-1 SCALE AS NOTED DRAWN BY DRAWING TIILE ELEVATIONS SECTION, FDN. PLAN AND DETAILS DRAWING No. A-2 ®N