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2000-727 TOWN OF QUEENSBURY -too742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20000727 Date Issued: Wednesday, September 20, 2006 This is to certify that work requested to be done as shown by Permit Number P20000727 has been completed. Tax Map Number. 523400-227-014-0001-020-000-0000 Location: 147 PILOT KNOB Rd Owner. ROBERT & DONNA PHILLIPS Applicant ROBERT & DONNA PHILLIPS This structure may be occupied as a: Deck By.Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Of once r nt Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY ela, 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 ET .31, Community Development-Building&Codes (518) 761-8256 • BUILDING PERMIT • Permit Number: P20000727 Application Number: A20000727 Tax Map No: 523400-227-014-0001-020-000-0000 Permission is hereby granted to: ROBERT &DONNA PTITT,T,TPS For property located at: 147 PILOT KNOB Rd 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: ROBERT &DONNA PHILLIPS Deck $5,000.00 P.O. BOX 188 Total Value $5,000.00 KATTSKILL BAY, NY 12844 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2000-727 663 SQ.'DECK PER PLOT PLAN SPECIFICATIONS . • $56.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, September 28, 2005 (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 of Queensb ; Thursday, September 28, 2000 (--.3 SIGNED BY / 1. for the Town of Queensbury. Director of Building . '(se .forcement • 011110 TOWN OF QUEENSBURY Fee Paid -)6- 00 BUILDING & CODES DEPARTMENT APPLICATION FOR: PORCHES-DECKS- DOCKS Permit # a60` Za�] & BOATJ OU Et JED Est. Cost 77(7 A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION PLIN MNSWER ALL OF THE) FOLLOWING: The undersigned hereby applies. for a Building PermTCM6Cd-ontiFeEiTolZliblYing work which will be done in accordance with the description, plans ands°e�oiifi caaticonis s.ubmi tted, and such special conditions as may be indicated on th.e permit. TWO SETS OF STRUCTURAL PLANS SHALL BE SUBMITTED ' WITH THIS APPLICATION. Owner. of Property: gG2'c A. Dc,Nt.1c E 1b, Qr i u.i ps hoe P.O. Address 2a© S'A��GA �Lvb � -R24-r�,ASP2iN7.,S }J`( �# 22('^C530 Property Location 4.-7 pi t-br k.No6 ram' lax ap # -96 04- Subdivision. Name (If applicable) PERSON RESPONSIBLE FOR SUPERVISION OF WORK AS REGARDS TO BUILDING CODES: Name: P.c.6=Seafr A., Py.rU�,, Address Ws a-ga,e Phone# As Af3ov� BUILDING SPECIFICATIONS: Type of work 'to be done: Porch Deck Dock Boathouse '(Circle one) Size of Structure to be built (square footage): ro 3 Foundation Material : Width $V/,_ Thickness f4//k • Depth of Footing, below grade: . 0o r£ .D4C Size of Posts or Studs: 6 " x G" x .t ,�L iong (tq>, - ') i Size of Floor Joists: 0 " x 6 " x -7 Span Decking or Flooring Material : 5/4 ",,. (3" Tnt=oFtie-D LUH,t-'a How will Porch or Deck be fastened to building? E75 �� D B If Roof Will Be Installed, Answer Following Questions: SEP 2 0 2000 Size of Posts or Studs: x x Long TOWN OF QUEENS BURY Roof Rafters: x Spacing Span OIJIL®° 1A�la , Roof Trusses (pre-engineered spacing): Span - Type of Roof: Sloped Flat Shed Other (Circle one) Material of Roof: ZONING INFORMATION: TWO PLOT PLANS MUST BE PREPARED. AND. SUBMITTED, drawn reasonably to scale and attached hereto, showing clearly and distinctly all buildings, whether existing or proposed and indicate all set back dimensions from property lines. Show location of water supply and location and configuration of septic disposal area. Size of Property: 2.0e) ft. x • 3a o ft. Existing building(s) : S91 C'Zi, ft. x Z9 ft. 512G .14)( 2-14- 4M 4a vuou. 5(40e Size 1-„. ft. x 7-7 ft. r ze x40 604K`020.6t, Use of Existing building(s): Proposed structure, distance from property line: Front yard 130 ft. Rear yard t i c> ft. Side yards 17 5 ft. and 145 ft. ' If on corner, setback from side street: ft. DECLARATION To the best of my knowledge and belief the statements contained in this application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code, the Zoning Ordinance, and all other laws pertaining to the proposed work shall be complied with, Whether specified or not, and that such work is authorized by the owner. DATE: jarr yr,)2..oG,0 SIGNATURE• . Owner, Ownes--Age �- Cntraen . REVIEWED ' BY CODE ENFORCEMENT OFFICER, DATE c.ilrifiripp SIGNATURE Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive:( ( 'Jam/ part: am/pm Date Inspection request received: Inspector's Initials: r► NAME: �t L L, 4 � PERMIT#: ---- 727 LOCATION: «� f r n DATE: FIFII' TYPE OF STRUCTURE: Comments Yes No N/A Building Number/Address visible from roade Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: _ Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum Y2"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/0 [Temporary/Permanent] L:\Building&Codes Forms\Building&Codes'Inspection Forms\Residential Final Inspection Form revised 100405.doc 3 fine b 11 . =f t-- Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/prr Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: // i S . — B PERMIT it: 2QZ — 727 LOCATION: /Ll �` , (� w /�of., ,INSPECT ON: — r—//— TYPE OF STRUCTURE: Comments Y N N/A ite a..0/ o me._ otings Piers - __ / d ► � a " 0 onolithic Slab Reinforcement in Place /,‘) The contractor is responsible for �� Env rj p C��'INk providing protection from freezing /"`� for 48 hours following the placement if 1 6 et" of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg 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\Inspecction Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: 79 A 7 Queensbury Building&Code Enforcement Arrive: am/p epart: ( ' m/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: gti L l� S PERMIT#: CO' 70/7 LOCATION: v i A-A ' ) ' INSPECT ON: / TYPE OF STRUCTURE: Y N N/A COMMENTS /mingFra Attic Access 22"x 30"minimum / 'v C Jack Studs/Headers �� Bracing/Bridging )7® 5/ ��P Joist hangers j1j el/5% 1-(64-,0(—4e5 Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more �] ���� Headroom 6 ft. 8 in. Re° V j �C Ao0 G Notches/Holes/Bearing Walls e36�� Metal Strapping for Notches Top Plate 1 %z(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 Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 'h 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 1'1ANcagfe° 7ariGitfs ZOZuoicvj ri-Tio v. • nS \I .- - GripflM4Wi •_ ..`5°" it ,,5,a-.em• ,cx`r� . i.. V. �� ;;.fdfi ' :As"T'tgi', 1an ft•',e.:" - �'° ;ems �i...zr- _i. r+ •PU ,,,.,u,' _",, r�n •_6;. F' r _ e. .y_C-i!'r ".='r. r .L.is.", x, -.�'..r'_`' 1 Prime `t,P ,'`Y�`Many woods. • ..,iti.. •N-,•`•ra ` hY°,;'.�--.`... ^- - vIR19n ����,,,,� f' '�+','.: a ..r S. .,:.. .,._`r^r'.. t .i:=7"' s 4 I -` '-.,,f r1... a ' • f,n 44 9 . t VYOnang�lt{ ,,u( . •mil . Gu y,. ..,....., .tea Premium Exbe�dr astefle •: h ' and nsettinf: �ohrand'>hese= '=''1,�.= :Iso cor- �vides additional' tOrJlon, sttannloYeaction; PrimeGuard Plus rode fasteners.-Duetosafety concerns,ctiromated cop- C3aintess.steel y"fastaner"recommerrded for,usa:0 Stainless Steel Grip-Rite Fas'ners®offers the most complete line Of fas- per arsenate(C G)-reated lumber has been replaced by wittrredwood and Cedar'_'Stainless_stee sienerscany,, Trim Screw For attaching trim and railings when using tenets anywhere,period From fine finishing brads to other chemical lumber treatments,some of which appear a.fifetirnarguarantee agamstrust and corrosion when"r1 poly or composite lumber such as Trexe),Triman®, heat tempered masonry nails to eiechogatranzed plastic to be more corrosive than the CCA-treatment i'ised With-any wood;including antrea _mlbr.7 Teavoodfel,Ctroicedeckt. Square drive recess is deep cap nails,Grip-Rite Fas'ners has the best fastener for Electrogalvanized and dacrotized fasteners are not suit- and cleanly formed,eliminating spin outs(square drive every job. And now,Grip-Rite Fas'ners PrimeGuard Plus able for use with this wood. The good news is that PrimeGuard plus bit included in every package). Smaller diameter trim Premium Exterior Fasteners provide you war a full lire of.-;PikneGuard.I?luscdated'Fasteners-and stanless'steer'l Stainless Steel head is easier to conceal and leaves a smooth finish. superior nails and screws specifically designed for opti- Lfasteners are approved forose withall treated lumber, Exterior Screw Type 17 point minimizes need for pre-drilling(check wih mal performance,appearance,and value for al outdoor and all tarry their lifetime guarantee against.tust ands For patio and deck construction. Square drive recess deck manufacturer's instructions,as some pm-drlling Pro>ects'' cortosfon.w en.usedmitticthis mratetial. —�`] is deep and cleanly formed,eliminating spin-outsmay still be required).#305Sonless Sleet (square drive bit included in every package). Bugle How are exterior fasteners different from those intended ' There is some discoloration that occurs naturally,regard- head is self-countersinking,leaving a smooth finish. for indoor projects?The difference lies in the fasteners less what material is used to pierce the wood. Wood Partially threaded shank allows the screw to draw to Trim Screw PdmeGuard Plus Stalnlees Steil corrosion resistance. Indoor applications somewhat contains tannin,a sett-preserving organism found in the pieces of wood together,creating a tighter fit Type 17 Bulk Approx shield nails and screws from moisture and other factors wood itself. When wood is penetrated,tannins are point minimizes need for pre-drilling. Insures quick Size Drive Point Bucket Count Per SKU that can cause the fastener to corrode. However, released to protect the Wood. However,tannins love zinc and easy penetration into wood,even into treated Quantity Pound • fences,decks,sheds,siding,and other outdoor poles mono-chiomate(found in dacrotized and dichrotized yellow pine. #305 Stainless Steel 1=5 7,-?§f4ftsgirn;Tygf,T ai2sM ilillWak 115i 1 are continuously exposed to the elements.And so are fasteners)and react quickly when they meet This mac- 2-tM' 7 Al wale Type 17 2511 138 P214SLTS the fasteners holding them together. lion creates the brown rust coloryou see around the v 1 r"" "'it_ ?Frig�T At' '"$r�1P/F�7°, '2514'i)'Os iri alStT3 r corrosion resistance is evaluated usingan head of fasteners,or picketsgravity takes over,the streak- Eederior + PdmeGuard Plus Stainless Steil �. Fastenerour ratio in runningdown the in a fence. So while some Bulk . Approic PrimeGuard Plus Illimmiammnimp g"system,based upon a laboratory test called discoloration is to be expected,the goal is to minimize Size Drive Point Bucket Count Per SKU " Stainless Steel ': the Kestemick test The test involves placing fasteners additional staining whenever possible. Quantity Pound in a basket and subjecting them to a salt spray and acid Patio/Deck Nail For patio and deck construction. rain simulation. When the fastener breaks down or sta This'need'foiaa betterfastener led to the creation of the >L111i"i` '� JyDtlT .YS�?` 1ESF'' P1149 8fi use •ring shank far greater pullout resistance and for to rust,the time frame becomes the fastener's rating, t 51tt• e R sykora T1!"tT 25M tso 2SLS S (� PrimeGuard Plus.Premium-Exterior.Fastener line,.vxttich Mr ,• ran •w g^:t.'•i, ,-- .a`- vibration,Use spiral shank none-gran and shear -includes.PrimeGuard l Scoau rstaista tiloTi^ts eel al 2� 1 N2� ?c '`` loading applications.#304 Stainless Steel a Black II screws are rated at a 2-12' 10 tR re T 1T 25p e2 P212SLS pproxnrately mnum,and m r fasteners.Nl PomeGuaid Plus Waits .ile -•live:-..2_._„,°. z. 70-80 hours J:r x111 Bt�uare typo f7 a 2 x � k -P3I2S and.screws 1;000+rating and carry a lifetime 11fY to to uaro 17 25M 58 P312SLS Pa�iolDeck Nail Pdinless d Plus ■ Gold dichromate fasteners are rated at uarantee.a *";r- =•°••u e -,v.T •-_.-••x Stainless Steel Ring Shank approximately 100 hours I gainst rust;and:corrosion.for.yourorrtdoor 4 °k .10` s29fueres Typrtll25#1 ,w- . -. PtSSw, • Dachrotized(galvanized)fasteners are rated at P ri e G(azdu Plus s aenw is st fas eners. -see Head Appout x. Per Plus stainless steel fasteners). Size Gauge Size Count Per SKU approximately 300500 hours Pound .= 3.i:,.r These ratings do not translate to exactly how long a T 2 n.+ 6D § �f7,'i" `:932tx wz-"152r r,i'6SLRSD'; screw will be in a deck board before begins to corrode, Ro I 1t,r n y,n 1 `O /� P141 1,L I r'S 21@' aD 11 932 122 P8SLRSD but it seems logical that the longer the fastener maintains r 1 N �l J t i ,=f DoµWrit; �M s84 'P1pSlR4D its integrity,the better. 3-1/4' 12D 10- 9r32' 77 P12SLRSD What can cause a fastener to corrode? Rain,salt and PER"I i' 1\1U lu)A G 1 20 O O 07 2. 7 Patio/Deck Nail PrhmeGuard Plus snow from winter conditions,cleaning solutions,eta Not Stainless Steel Spiral Shank only is the holding power of the fastener compromised PLUS SY but also the metal itself begins to react with the wood `u SC ill • :)R.1 VI e Cuv J'j L f l r.S A 1 N L e:S$ �CC -C:1 gT BIM Need Approx. surrounding it,causing unsightly discoloration and stain- Size Gauge Size Count Per SKU ling. „y • ,. Pound y. ,i' `^ V " ;s. N� l•`' 'vvs.i,,:,ar�. F.. ` c i - � ,� " 152,T G..t..✓v 'M1' �,y,:: .. � " "e. ::at ,x?�tA •.r 'iU'e:S' ~�:,.,`ir n.v .. n,r`Ep. _. t.. ''." (i i, s ' . ✓,;.,..., 2-1R' aD 11 9137122 PBSLSTD'{Yi'Z s{'F•,.4 '. ' rt • x „ r , _ ? ` J , . ^` - , kFe • tir *.4S iti ;.e' ��u>tw1�g 2tbS 6K�2 Nt&ts�t105'S1D.. 3-1/4' 12D 10 9.32' 77 P12SLSTD 32 t'fri-'?'tc.80`• i9 i•'e 35118' 't4";5E±s.`-r,,P18SLSTU 33 - 1SOOZ 1►T 130kdo3 311I 3AI O2 •64:7 _ - Queensbury Building & Code Enforcement - Residential Final Inspection G Office No. (518)761-8256 Arrive: am/pm1 art:t l % pm r-- Date Inspection request received: Inspector's Initials: ____� _- NAME: PERMIT#: 0�7 LOCATION: C DATE: / TYPE OF STRUCTURE: 4.r. Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location • Y Fresh Air Intake 9\"\13111e1D' 3 inch Plumb Vent through roof minimum 6" -- 6 JlO Roof Complete/Exterior Finish Complete Guard 30 in.or more @ stairs,decks,patios Guard at stairwell at 34 in. or more . Guard at deck,porches 36 in. or more Exterior Finish Complete Interior/Exterior Railings 34 in. to 38 in. Platform at all exterior doors j t Aio Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %z" Gypsum Grade away from foundation 6 in.with 10 ft. �n�oo 0 Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate A b 0 / Gas Valve shut-off exposed/regulator 18"above grade Pry ui �T g''77o,iJk - Gas Furnace shut-off within 30 ft.or within line of site dv / A'T (� Oil Furnace shut-off at entrance to furnace area �/" Furnace/Hot Water Heater operating 00 lG C D(. Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. Pao l D C ENV PA-67"U 1264 Bathroom/Kitchen watertight /� Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: D4G(1(Nk6-A`Tq'rl 6 A) r:=6/<, Every level: / Every Bedroom: te� Outside every bedroom area: f}N(�C"i e.`- �G��✓i.� Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/'/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 sq. ft.-150 sq. ft.vents Building No./Address visible from road - Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification,if required Okay to issue C/C or C/0 [Temporary/Permanent J L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 RE COPY Porchir —,./ Camp w . �•r ` �� 1't<Itlr�10JE Ei IS 31 R''i U 11N 3 I P/RI/ .� �� ;�, _ Ea:ec+cn our i.m te.i E x�rr'niiticm T4. ' ._:IIr , \. � 1+` �i ` �,I�! ► 1),a) in fit i cur corrm3r staff `,��i � % n 7t Je con ati JE d 3s in licat�nv ne • +( ► : � � {�� �t�*���5. .. p.ar s an i:p:c fic at or s aru in full *°AL ge of o r 7i corr l�r cE N itt tl e cc d 0littio:24))))) DECKING LAYOUT All decking Y except 5/4 b 6 `feature stri ' p which will be 5/4" by 4"mahogany. The deck center will be made from 5/4" iiN limoill4 •••••01011111 , Af mahogany. ' All fastening will be with 2 1/2"-10 Ostainless screws. n 4.i 0 I I I I I I I Nummi I I I I I I 1 I 1 I 1 I I I I Itiftio 0 0 I 1 0 III I I I I I I I I I I I 111411%4%i*"%rn%%414ii 1 I 1 1 I I I I II I IIA.I I I 1 RFC al `- sEp 2 0 2000 TOWN OF QU�ENSBUR`le - DECK FOR PHILLIPS CAMP 147 PILOT KNOB ROAD �utt_®a ���0c�c�t; el:4dr a . NY PE LICENSE 27203 Scale: 1 inch = 4 feet • :a FIT Porch f--- -fll 3. . iii(10'-0" }C 26'-0" 11 iir •:•- camp -::: •:;: 3.- i n n �'� �iii n 'i L. r• 7'-8" 8'-2" 9'-10" 7'11/2" 9'7" 6'-6" 5'-3" 6'-10" >; 6'-0" )F; 4'-2" >0 4'-2" > 4'-4" * 6'6" --j r. X ''`--o 4'4 13'7' 1 '2" 5'-3" 13 r• X • 1 .X. 10'-3" 8'0" BEAM LAYOUT 5' 3' Triple beams fastened together from outside with 3"-10 stainless screws. 8'-0" X Maple Beams set on 6 by 6 posts. Posts are set on 1 6" m�,. 1 ,t y °tree ,L concrete columns which are fastened to ledge. 3-0 5-8 All 6 by 6 posts at or above grade. I _L . ., i u DECK FOR PHILLIPS CAMP 147 PILOT KNOB ROAD NY PE LICENSE 27203 Scale: 1 inch = 4 feet . IR 1 trill Porch is t. mn Camprun A AVl ;:: lit►' � i)1L\ i f tom`- y '---..,,k\s -' ,. IR—--\\\, —7. I� 4 ` .. Inner joists � III\ ,`\ �, '' 2"by6" and � '' � r�- A ' I - 16" on centers. I ` ,.:------„,,/441k\ / ____•- -' Joists to be hung - -I on existing deck. All main joists ' t ,_ and rim joists to be r C... 4 ` �, double 2" by 6". �\ �� �- JOIST LAYOUT • r` �� \ �`�� All main joists shown. �� Maple `� Only one section of 9•;; f 1,• tree ' \\. intermediate joists shown. N All hangers to be fastened with 1 112"-8 stainless screws (not \• hanger nails which will rust in treated lumber). DECK FOR PHILLIPS CAMP 147 PILOT KNOB ROAD ' --Qe(Lt44- 6k'—:1-4,&f;-DNY PE LICENSE 27203 Scale: 1 inch = 4 feet r c o 1. i Porch 1 • Posts and rails of cedar with bark left on . to match pillars and rails of porch. N /\ VZNV /\''N-. /\ )) li ri 'rl aa► 'AP* a.. ,. Y / . a 0. - . .a .. a y aiY11• IV:".i11i1sai'r:E 1il a.La.a a•4• i-a.raa■aaa l` y.l,i[,raa7 a i. 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F �ilarl.,aii'.#jji. •,1+11+VI*1,R1A�F Stone faced illars ttaal.� ,,itYf arrfk;--#'auisaa'.r•OAP••••• .1 ...••• rl'.a.r L ■i}t'1.A.:Yilra`at.1iaa,sRlisiir)i(i►sritt1a.aau,ayy� }iats.aa.0aIA liLrelaJra,..aimpaa'ii, aiuiass�i .x... l ,,,,..aif!'s.sa..r+ ra+ti.ita;.1ias0ia� 0010.1r113_0Riijp,firrllFrri{a■!7�i!lria-S it RCVOa1 -t+ia.l a'asnpa lt'a" aai¢}1'Fa.as:., -, on concrete posts. *�ix 4a.4iis�fi i rtli ,li rfti=i.ra._ ar srfl:r,Ts ,fa:-l..b�'�lt • PIIII Earth fill to bottom Ledge of lattice. 4 Ledge Ledge Ledge DECK FOR PHILLIPS CAMP 147 PILOT KNOB ROAD c7,..e,4,,,s a , i - NY PE LICENSE 27203 Scale: 1 inch = 4 feet • • ' . ., • •\ • . • ..-- . . voc-K-- •!'' .'• • 4.3.•,,-, ..•• • . • • • 5°AT ticeulg• : - • \ e seA ... L1-• . . . \ 1.- 'CI. ... • c..J I II I.) \ '••• . 11 • . \ .) , . .•.•• ';1• (3 C • .. Lt1 1 • ' i . ' • 71 . .• . 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