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2007-244 W ~ ~ ~+ ~ w N ~ o N Cg U N ~ N ~W ~ ~' ~ a ° Ha w w ~ ~o ~ ~ ~ ~ "~ ~~ CQ I-~ ~ x N ~ ~ L i~ 1-I ~ ~ ~ ~ ~ ~ ~ o ~, z p4 ~ .~ ~ 0 .. ~, cn ~ ~ ~ o a~ z ~ v ~ :~ o a a ~ , N a ;~ a N ~, ' ~ ~ ~ 0 //3~~~ ~ 3 C ~ 1-I F--~I W (/~ ~ ~ ' Q Q CCU V i W '. ~ O ~ ~ ~ ~ ~ T _ ~ Lf a, ~° O v~ W ti ~ X23 ,. ~ ~ . Da~~ A ~ ~ o r N ~ (~ ~ ~~a u ~" ~ d' +y w ~ ~ ~ o o U ~ ~ M ~ ~ ~ ~ ~ ~ ~ -~ . y o ~~~~ O N ~ ~ ~ 0 ~ •~ O ~ ~ ~ o N "~ ~ ~ c. ~ do a ~~~~ ~ ~ ' ~ S.; '~ .~ ' i. ~., w W z ~ ~ ~ ~ ~ ~°°~ ~ :~ ~ ~~~ ~a~~ ~ ~ ~ H ~ ~ ~ H o ~ ~ ~ ~ ~ H Q . ~ a~ w , . TO~~N OF QUEENSBURY 742 Bayltoad, Queensbury, NY 12804-5902 (518) 761-8201 Tax Map No: 523400-295-011-0001-026-000-0000 Permission is hereby granted to: JEFFREY &DEIRDRE HILL Permit Number: Community Development -Building & Codes (518) 761-8256 BUILDING PERMIT P20070244 Application Number. A20070244 58 SARA-JEN Dr For property located at: 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. Tyke of Construction Value Owner Address: JEFFREY &DEIRDRE HILL 58 SARA-JEN Dr Deck $1,000.00 QUEENSBURY, NY 12804 Total value $1,000.00 Contractor or Builder s Name /Address DOUG CUNNINGHAM NY 12804-0000 Electrical Inspection Agency Plans & Specifications ~-244 SQ FT DECK $40.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Thursday, May 15, 2008 (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 Towr~f Que bu ~ T ~ ~ ~, ay 15, 2007 ~ v~ ~' SIGNED BY for the Town of Queensbury. Director of Building & Code Enforcement ' L-FACE USE ONLY ' T MAP NO. PERMIT NO. '~ r ~ FEE PAID BLDG. & CODES APPROVAL I Y I I ~ ~ pis C,' , ~ ' A I T~bViy L:a.. AND ~pD~ I ........................'. ACCESSORY STRUCTURE BUILDING PERMIT APPLICATION Use this application for any structure other than the Principal Struct~lre (house) to include, but not limited to: garage, shed, greenhouse, dock, deck, etc. Refer to Informational Brochure No. 3 entitled Accessory Structures-Sheds/Fences. A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. NO INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS RECEIVED A VALID BUILDING PERMIT. i /,'',(' OWNER: E~ ~Yll'~ ~r ~`< ~: I/ INSTALLER/BUILDER: ©~'^ I 1. ~ ^-1-~~--~ ~-c.-... ADDRESS: ~~ (1 P ra ~ C~ f -- ~~""~ ADDRESS: PHONE NOS. / / J ~ ~ ~ J ~ ~ PHONE NOS. (~ j ,- LOCATION OF PROPERTY: ~ cJ D-''b- U E •^- .~rli~.. SUBDIVISION NAME: ~"~' ~~'~ ~f'y J LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: d A~ ~ Dw~~ ESTIMATED COST OF CONSTRUCTION: $ ~ ~~ y ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? ~ e /' IF YES, PLEASE LIST: >1R`a~'/`L. ) r~ ,..~„~ ~! ~ ~1 d ~d f ~~'f ~ ~=t_2 c CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: PHONE: PROPOSED CONSTRUCTION ar 1 FLOOR SQ. FT. No 2 FLOOR SQ. FT. TOTAL SQ. FT. PROPOSED HEIGHT FT. 8: IN. OPEN PORCH DECK a ~Z 3 SEASON, COVERED OR ENCLOSED PORCH' BOATHOUSE BOATHOUSE WITH SUNDECK DOCK SHED POLE BARN DETACHED GARAGE (NO. OF CARS: ) OTHER ACCESSORY STRUCTURE: *CONSIDERED FLOOR AREA & MUST COMPLY WITH FAR [FLOOR AREA RATIO] REQUIREMENTS IF THE STRUCTURE IS LOCATED IN THE WATERFRONT RESIDENTIAL ZONE. To the best of my knowledge, the statements contained in the application, together with the plans and specifrcations 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 Codes, the Zoning Ordinance, and all other laws pertaining to the proposed work shall be complied with, whether specified or noted, and that such work is authorized by the owner. Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or Cert~cate of Compliance being issued, as requested by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a licensed surveyor, drawn to scale, showing actual location of all new construction. I have read and agree to the above. ~TIONS ? CALL 761-8256 OR E codes(a~aueensburv.net /' VISIT OUR WEBSITE FOR MORE INFORMATION Signed -'r- Dated: ~ ~f `~ 7 www.aueensburv,n®t Town ~f Queensbury • Community Development office • 742 Bay Rood, Queenshurl~, NY" 12504 B 1-LGL I I-OS ~~ ~ ~-~~~-/o~ Foundation Inspection eport Office No. (518) 761-8256 Queensbury Building ~ Code Enforcement 742 Bay Rd., Queensbury, NY 12804 Date Inspectio~uest received: Arrive: ~~ am(~c _ _ /Depart: Inspector's gals: (~ am/pm _~ NAME: PERNIIT #: ---L,~,=-~ ~ . , LOCATION: INSPECT ON: TYPE OF STRUCTURE: ~~ / Footings 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 se an 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 1 for wet areas under slab Baclcfill Approval Plumbing Under Slab PVC /Cast /Copper Foundation Insulation Interior /Exterior R- Raugh Grade 6 inch drop within I O ft. Commenb L:~Building & Codes Farms~Buflding >~ C„ociesunspection Forms\Fouridalion Inspe~ion Repatdoc Last printed 12/20/2005 9:24:00 AM -_ ~~ . ~/ ~ 3 ~ ~~ Framing /Firestopping Inspec ion Report Office No. (518) 761-8256 Queensbury Building & Code Enforcement 742 Bay Road, Queensbury, NY 12804 Date Inspection request received: Arrive:,: N am/pm Depart: Inspector's Initials: ~- NAME: J l LOCATION: Q Gam' TYPE OF STRUCTURE: Y N N/A Framing A cess 22" x 30" minimum Jack Studs /Headers 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 Headroom 6 ft. 8 in. Notches /Holes /Bearing Walls Metal Strapping for Notches Top Plate 1 '/z w 16 au e 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses i Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wa112, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavi min. Garage Fire Separation House side 1/z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilin wall Windows Habitable Space /Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above /below grade 5.0 sf ade am/pm PERMIT #: ~ . INSPECT ON: COMMENTS ~~ ~o~~" ~4cc ~'Cp6C.~K ~~-.~ep5 ~~ ~o5T5 t~-a Framing /Firestopping ,Inspection Report Office No. (518) 761-8256 Date Inspection request received: ~ ~~ ~ Queensbury Building & Code Enforcement Arrive: ~ ~ l(~ am/pm Depart: am/p ~ `~ 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ~ 2C-- ~~ ~ ~ ~~ NAME: LOCATION: ~ l~ TYPE OF STRUCTURE: ~ ~~ -~~~ PERMIT #: IN5PECT ON: ~~ Y N N/A Framing ~ ~. ( J Attic Access 22" x 30" minimum Jack Studs /Headers 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 Headroom 6 ft. 8 in. Notches /Holes /Bearing Walls Metal Strapping for Notches Top Plate 1 '/z w 16 au e 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 cavi min. Garage Fire Separation House side %z inch or 518 inch Type X Garage side 5/8 inch Type X Ceilin wall Windows Habitable Space /Bedrooms 24 in. (H) i 20 in. (W) ~ 5.7 sf above /below grade ~ 5.0 sf ade ! COMMENTS Queensbury Building & Code Enforcement -Residential Final Inspection Office No. (S 18) 761-8256 Arrive: ,~5a e ~ pp am~ Date Inspection request received: - Inspector's Initials• NAME: /,/~'ERMIT #: Z Opp-ZLl L~ LOCATION: /l DATE: (~ . ~ ~_~_ TYPE OF STRUCTURE: Yes No N/A Building Number /Address visible from road Chimne Hei ht / "B" Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbin Vent throu h roof minimum 6 inches Roof Com lete /Exterior Finish Com lete Platform at all exterior doors Guards at stairs, decks, atios more than 30 inches above ade Guard at stairwell at 34 inches or more Guard at deck, orches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railin s 34 inches to 38 inches Interior Handrails stairs 2 or more risers Grade awa from foundation 6 inches with 10 feet 6 inch clearance to sill late _ Gas Valve shut-off exposed /regulator 18 inches above grade Interior rivac /trim /doors /main entrance 36 inches Bathroom /Kitchen waterti ht Safe Pzin /Window in stairwells safe lzin Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Batte backu Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches hei tin accessible area Crawl S aces 18 inch x 24 inch access, 1 s . ft.-150 s . ft. vents Bathroom Fans, if no window Plumbin fixtures Foundation insulation Floor truss, draft sto in finished basement 1,000 s . ft. Emer enc a ress below ade 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 o eratin Low water shut-off boiler Relief Valve s) installed /Heat Tra /Water Tem 110 Enclosed Stairs Sheetrock Underside minimum %z" Gypsum Basement stairs closed rise > 4 inches Gara a Floor Pitched Gara e fire roofin /'/4 hour fire door /door closer Duct work Sealed ro erl Gas Lo sin Sealed or Glass Enclosure Final Electrical Final Surve Plot Plan As Built Se tic S stem /Sewer De t. Ins ection Sticker Site Plan /Variance re uired ` Flood Plain Certification, if re uired Oka to issue C / C or C / O Tem or /Permanent 3'• 00 Comments ~~~ ~~pcr~S -~ Poop . ~ G ~T O ~ ~~. t'tDt~ ~1-~E~ ~ ~ ~~ oF'~~ Loci ~ co1J L:\Building & Codes Forms~Building & Codes~Inspection Forms~Residential Final Inspection Form revised_100405.doc ~--~.. h~ Queensbury Building & Code Enforcement -Residential Final Inspection Office No. (518) 761-8256 Arrive: am/p epart: am/pm Date Inspection request received: Inspector's Initials: _~~~~ NAME: ~ r ~ PERMIT #: LOCATION: -- DATE: ~-1~ ~n~, TYPE OF STRUCTU Comments Yes No N/A ~~ ~L G / ~.. Buildin Number /Address visible from road /~~C P\ Chimne Hei ht / "B" Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbin Vent throu h roof minimum 6 inches Roof Com fete /Exterior Finish Com lete Plat rm at all exterior doors G ards at stairs, decks, atios more than 30 inches above ade uard at stairwell at 34 inches or more Guard at deck, orches 'nches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railin s 34 inches to 38 inches Interior Handrails stairs 2 or more risers Grade awa from foundation 6 inches with 10 feet 6 inch clearance to sill late Gas Valve shut-off exposed /regulator 18 inches above grade Interior rivac /trim /doors /main entrance 36 inches Bathroom /Kitchen waterti ht Safe lzin /Window in stairwells safet lzin Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Batte backu Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches hei ht) in accessible area Crawl S aces 18 inch x 24 inch access, 1 s . ft.-150 s . ft. vents Bathroom Fans, if no window Plumbin fixtures Foundation insulation Floor truss, draft sto in finished basement 1,000 s . ft. Emer enc a ess below ade 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 o eratin Low water shut-off boiler Relief Valves installed /Heat Tra /Water Tem 110 Enclosed Stairs Sheetrock Underside minimum''/z" Gypsum Basement stairs closed rise > 4 inches Gara a Floor Pitched Gara a fire roofin /'/< hour fire door /door closer Duct work Sealed ro erl Gas Lo sin Sealed or Glass Enclosure Final Electrical Final Surve Plot Plan As Built Se tic S stem /Sewer De t. Ins ection Sticker Site Plan /Variance re uired Flood Plain Certification, if re uired Oka to issue C / C or C / O [Tem or /Permanent ~~ 5. 9 {~r- -"`~ ) ct / ~ ~---'' L:~Building & Codes Forms~Building & Codes~Inspection Forms~Residential Final Inspection Form revised_100405.doc Pool Inspection Queensbury Building & Code Enforcement Office No. (518) 761-8256 742 Bay Road, Queensbury, NY 12804 Date received: NAME: i" [.L LOCATION: PERMIT #: ~ `~ INSPEC ~D ~: 5 , am/pm Arrive: Z~ am/ le i • : am/pm Inspecto s Initials: Above Ground: 1/ In-Ground: Y N N/A Pool enclosure around pool or and 4 feet above grade 2 inch maximum clearance to grade from underside of fence 4 inch maximum clearance in fence ickets Wall or Doors have self closing device or alarms (30 second Alarm time Ladder secured in place and latched Deck gate < 56" to latch no more than ''/z" spacing in ate o enin s Gate opens outward, self closin Padlock provided on gates or ladder _ Indoor pool all doors self closing or alarmed per AG105.2 Item 9 Timer on pool pump (no lu in timer allowed Final electrical Vehicle access gate closed & locked Ok to issue C/C COMMENTS: ~. ;:, .~ ,, .~ ., ~, ,. ,, ''"_~ '.! ` , '~.. '. 1' y: d.`I !'~ -•s ,. ~. `~~ _ 4;,~ ~. ~. , , .: 4'. r .w ~ e..., r... .a:. ~'.y ,..:a.h x ~ '~.. ,~ 'Er-.. •~' ~. ¢. tr'' ~ /\ '~ r~ $, s ff ,. c a~ 1 ~~ i fib' ~~ .i ~ ~~~ _2, ti / _ ~~ f~ 3` ~~~u __----- }~- Z ~'1ea~,e assure ycu are familiar r~vsth ti~ Pool Enclosure re°.~ur~r~~~ents spei~~ to Your pool. We u~ai{l ~~t> f <~~~Y to e~~iain what F2equirements ~~t~u v~ill have to t~Yeet per :•~,p~c~t~ix. G '~; t4~ R!~-N ~~ar,, Slate i:~ ~ ,~ ~e rriaf ;-off,. ~ ~w ~® ~,~,o ~~ 3 ~U ZL~ ~ ' ~ .. r,. 2 u) Q _. ~' ..1 Q CD car ,~~. c -- a=+ ~ ~ .i ~~,' ~ ~ ?? ~ ~~~~ °39 .:r tom' ^~ ~ y .~ y,~ ~~.~ ~ ~ ~ ^~ -., .~ ~'Q~a ~ 049,3 Csi o ~ ~ °i+ ~~} '~~ ~ ~` > ~ 2 d _- ~ ,~ ~~ ~ ~ Q ~ = Z ~ ~ _Z U Z w ~O ULL w C7 ~ O 0~ ~ o wm ~Wo ~~o 00 ~~w ~~~ a UU~ L V" B~ X007 - ~'~f~f U Z o ~ U Z DC Q ch w r' co m~~co ~ ~ ~ ~ Z ~ J ~ ~ N Cn ~ ~ ~` F'-~J^ ~ ~ J ~ ~ooa° Uoom00 ..r--+'1 Iaj p..._ P.:A': C GCS .~®-. 7 ¢x_ - Qn ¢~ t ' z coo c c w c C."_D ~ ~ ~ _~ as =~"~m S.':J ~ a N ~ '~ .:.6 .:~ O liJ lIJ C ~ $ C p f~ cG_Ci ~ to ~ } a ®~ Ep o ~ o ~ [~ U c a c>' Z O ``~._ s ,~ 'f ;` .~ 3 Y~ i _._,. I I W ~ i ~~ ~,.., i __s`~-'` ~ ~' ~,. ,~_ __, ~ ~,~~ ~' ~ ~ ~ `~' ~Q~~-~4~ ~; ~~ ~~ ~u `~J~~l STRESS ANALYSIS CUSTOMER: DOUG CUNNINGHAM DATE: 05/ 09/07 DESIGN: ONE CONST REF: SALESMAN # LEONARD --------- MEMBER ------- ------------------- STRESS ---- FA ------ CTOR ---------- COMPOSITE TYPE --------- SIZE ------- FACTOR ----------- LOAD LOAD JOISTS 2X8 -------- DEFLECTION ---- 78 ------ PSF ------ ---- 16" BENDING 94 PSF SHEAR 100 PSF COMPRESSION 173 PSF 78 PSF BEAMS 2-2X10 DEFLECTION 105 PSF BENDING 65 PSF SHEAR 64 PSF COMPRESSION 253 PSF 64 PSF BOLTS 1/2" SHEAR 1723 PSF 1723 PSF POSTS 4X4 STABILITY --------------- 386 ---- PSF ---- 386 PSF TOTAL LOAD -- ------ 64 ---- PSF DEAD LOAD 10 PSF --------- ------- LIVE LOAD ------------------- ---- ------ 54 ------ PSF ---- ~G~iTkS CASHES QUOTE FILE SUTPHIN, LEN **QUOTE***************QUOTE ** EXPIRATION DATE - 05/13/07 ** **QUOTE***************QUOTE**************QUOTE** * QUOTE SLSP:8129 CSHR:8129 [QOBRJ 1007-668 PAGE 1 saxr ITEM N0. QTY ORD. UM DESCRIPTION '.QTY. SHI UNIT PRICE PER NET AMT. QUOTE ID: CUNNINGHAM **MODULE Deck** TREX5612GA 19 EACH 5/4X6-12' WINCHESTER GREY ACCE 19 29.880 AC 567.72 TREX5616GA 9 EACH 5/4X6-16' WINCHESTER GREY ACCE 9 39.840 AC 358.56 TREX5620GA 18 EACH 5/4X6-20' WINCHESTER GREY ACCE 18 49.800 AC 896.40 2412T 5 PC 2X4-12 #1 TREATED ABOVE GROUND 5 5.190 C 25.95 2410T 8 PC 2X4-10 #1 TREATED ABOVE GROUND 8 4.250 C 34.00 2414T 1 PC 2X4-14 #2 TREATED ABOVE GROUND 1 6.210 C 6.21 248T 1 PC 2X4-8 #1 TREATED ABOVE GROUND 1 3.290 C 3.29 2612T 6 PC 2X6-12 #1 TREATED ABOVE GROUND 6 8.000 C 48.00 2618T 2 PC 2X6-18 #2 TREATED ABOVE GROUND 2 14.290 C 28.58 2412T 17 PC 2X4-12 #1 TREATED ABOVE GROUND 17 5.190 C 88.23 448T6 13 ACH 4X4-8 TREATED GROUND CONTACT 13 6.490 AC 84.37 21012T 5 PC 2X10-12 #2 TREATED ABOVE GROUN 5 15.130 C 75.65 21010T 5 PC 2X10-10 #2 TREATED ABOVE GROUN 5 12.260 C 61.30 2108T 2 PC 2X10-8 #2 TREATED ABOVE GROUND 2 8.620 C 17.24 21014T 1 PC 2X10-14 #2 TREATED ABOVE GROUN 1 18.040 C 18.04 2814T 4 PC 2X8-14 #2 TREATED ABOVE GROUND 4 12.050 C 48.20 2810T 6 PC 2X8-10 #2 TREATED ABOVE GROUND 6 8.620 C 51.72 288T 8 PC 2X8-8 #2 TREATED ABOVE GROUND 8 6.330 C 50.64 2812T 4 PC 2X8-12 #2 TREATED ABOVE GROUND 4 10.080 C 40.32 1812T 10 PC 1x8-12' #1 ABOVE GROUND TREATE 10 13.490 C 134.90 METHOD QF BIISTOTAL PAYMEIQT sALESTAX Please Pay This Amount This is an Estimate/Quote giving only general price information. It ie not an offer and there is no legally binding contract between the parties based on it. Prices stated are subject to change, and are not firm for any time period unless specified on this form.AVailability of materials is subject to inventory conditions. Curtis Lumber is not responsible for any loss incurred by a customer who relies on prices set forth herein or on the availability of materials stated herein. Curtis Lumber makes no representation, oral, written or otherwise that the materials listed are suitable for any purpose or quantities are adequate for the cuatomer~s project. Due to wide variations in codes, there are no representations that the materials listed herein meet customers code requirements. ~[~~[~ QUOTE SHIP TO ACCT. N0. PRDJECT CUNNINGHAM, DOUG g02703 000 480-8077 "INV. N0. 0 054724141 INV. DATE DEL. DATE PH#792-8601 05/09/07 14:38:13 05/13/07 SOLD BY LEN S *************QUOTE** CUST. PD. N0. * 20 20 20 20 20 20 20 20 20 20 20 20 20 ~G3~u [~]Q~Q QUOTE CASHES QUOTE FILE SUTPHIN, LEN CUNNINGHAM, DOUG 480-8077 PH#792-8601 ACCT. N0. PROJECT g02703 000 iNV. NO. 070 4. 4.1413- INV, DATE DEL'. DATE 05/09/07 05/13/07 14:38:13 SOLD BY I,EN S OUST. P0. N0: **QUOTE***************QUOTE**************QUOTE** ** EXPIRATION DATE - 05/13/07 ** **QUOTE***************QUOTE**************QUOTE** " (1UU'1'E SLSP:8129 CSHR:8129 [QDBR] 1007-668 PAGE 2 sxzr ITEM N0. QTY ORD. UM DESCREPTION QTY. SHI UNIT PRICE PER NET AMT. 288T 6 PC 2X8-8 #2 TREATED ABOVE GROUND 6 6.330 C 37.98 2814T 2 PC 2X8-14 #2 TREATED ABOVE GROUND 2 12.050 C 24.10 2810T 1 PC 2X8-10 #2 TREATED ABOVE GROUND 1 8.620 C 8.62 4416T 11 PC 4X4-16 TREATED GROUND CONTACT 11 17.060 C 187.66 TZ28 44 ACH TRIPLE ZINC HANGER(1) 2X8-10 44 0.950 AC 41.80 8TPG 1 EACH 1LB 8D 1-1/2"GALV NAIL JST HNG 1 4.020 AC 4.02 110GC 2 EACH 1LB lOD GALV COMMON NAILS 2 1.990 AC 3.98 224TB 184 PC 2x2-4' SQ TREATED BALLUSTER 184 1.240 C 228.16 lOECT 7 ACH EA. 10"X12' EASTERN CONST. TUB S 7 16.390 AC 114.73 80CM 51 ACH SURE MIX CONCRETE 51 4.990 AC 254.49 4896TL 7 PC 48"x96" TREAT.LAT.2-5/S" SPACI G 7 8.790 C 61.53 516GB 1 EACH SLB 16D GALV BOX NAILS 1 7.490 AC 7.49 5112XT 3 EACH BOX SOOct. 1-1/2 XT SCREWS 3 12.390 AC 37.17 1212XT 3 EACH llb. BOX 2-1/2" XT SCREWS 3 6.990 AC 20.97 12GW 184 EACH 1/2 GALV FLAT WASHER 184 0.270 AC 49.68 12GN 92 EACH 1/2-13 HEX NUT GALV 92 0.290 AC 26.68 126GCB 50 EACH 1/2X6 CARRIAGE BOLT GALV 50 1.670 AC 83.50 128GCB 42 EACH 1/2X8 CARRIAGE BOLT GALV 42 2.470 AC 103.74 EST 1 EACH **** Curtis Lumber does not 1 0.000 AC .00 guarantee that materials list d will be exact amount needed t complete job.Any left over METHOD OF SUBTOTAL PAYMENT saLasTax Please Pay This' 'Amount This is an Estimate/Quote giving only general price information. It is not an offer and there is no legally binding contract between the parties based on it. Prices stated are subject to change, and are not firm for any time period unless specified on this form.AVailability of materials is subject to inventory conditions. Curtis Lumber is not responsible for any loss incurred by a customer who relies on prices set forth herein or on the availability of materials stated herein. Curtis Lumber makes no representation, oral, written or otherwise that the materials listed are suitable for any purpose or quantities are adequate for the cuatomer~s project. Due to wide variations in codes, there are no representations that the materials listed herein meet customer's code requirements. 20 20 20 20 20 20 20 20 ~e,Nr~ ~~-~ CASHES QUOTE FILE SUTPHIN, LEN CUNNINGHAM, DOUG 480-8077 PH#792-8601 **QUOTE***************QUOTE**************QUOTE** ** EXPIRATION DATE - 05/13/07 ** **QUOTE***************QUOTE**************QUOTE** ACCT. N0. PROJECT g02703 000 INV. No. 07054 4141 INV, DATE DEL. DAT£ 05/09/07 05/13/07 14:38:13 SOLD BY LEN S OUST. PO. NO. * QUOTE SLSP:8129 CSHR:8129 [QOBR] 1007-668 PAGE 3 sazr ITEM NQ. QTY ORD. UM DESG'AIPTION . QTY. SHI UNIT PRICE PER NET AMT. special order materials are n t returnable. Customer should review this order before plac' ng with salesperson. **MODULE Deck TOTAL »> » » » » $3935.62* METHOD OF 3USTOTAL 3935.62 PAYM~I~T'T WAR 7.0000 sAS+BST~ 275.49 Please Pay 4211.11 This Amount This is an Estimate/4uote giving only general price information. it is not an offer and there is no legally binding contract between the parties based on it. Prices stated are subject to change, and are not firm for any time period unless specified on this form.AVailability of materials is subject to inventory conditions. Curtis Lumber is not responsible for any loss incurred by a customer who relies on prices set forth herein or on the availability of materials stated herein. Curtis Lumber makes no representation, oral, written or otherwise that the materials listed are suitable for any purpose or quantities are adequate for the customer's project. Due to wide variations in codes, there are no representations that the materials listed herein meet customers code requirements. ~~~~G~ ~1~~~19~ ~UG~~~~ ~U~I~~~ ~~ ~~~ ~~~~ ~ ~~ ~ Q~®®9 ~~~ ~~~~ PLAN VIEW CUSTOMER -- DOUG CUNNINGHAM DATE 05/09/07 REF ONE CONST CURTIS LUMBER CO INC 885 ROUTE 67 BALLSTON SPA NY (800) 724 9663 LOAD AND SUPPORT: Your deck will support a 53 PSF live load. Posts have 48" below-ground post support. DECK AND POST HEIGHT: You selected a height of 36" from the top of decking to level ground. The top of the deck support posts will therefore be 27.25" above ground level. Your salesperson can provide information for uneven or sloped ground. JOISTS: Set joists on top of beams, 16" center to center. NOTE: The design may require knee braces and bridging between joists. Your materials list includes the necessary items. The suggested design is not a finished building plan. You are responsible for all measurements being correct, for verifying that the design (and any substitutions or modifications that you make) meets all local building codes and requirements. To verify that the suggested design, and any substitutions or modifications, is consistent with conditions at the construction site, review the design with your architect. Also consult your architect for proper construction and use of materials in the structure. Be sure to follow the deck construction detail available from your store salesperson CUT LIST CUSTOMER -- DOUG CUNNINGHAM DATE 05/09/07 REF ONE CONST {~ -- _ ~ LABEL LENGTH BEVELS LABEL LENGTH BEVELS i' '1'~ F t_] ~'~li a I i _-Ic !?' h ll DES ~~1 F ~ 1 I;' ~= J l;` ~ _l 1=x.91 ~ r~~~ , P J ~?•41 ~. ~ ~' ~~ ', I~'° ~ ~0 R41 k_~ e~I!~, ~'?' c' _ 1141 ~" ~ 1 I" Fli; F=}1 ~~I rtr~ 6' i1 1%~I" ~ r~ n' F,o 1.,<~~ , 1 ~ ;, 1, ~, ~ ~- c;-~ r ~r ~ 1-; i ~- 1 a ~ ~; . I I ~ ~ r .;- F ~~ f - ~ ttoa~ p 1~' ?' F]G RO a ~-~i~~ ~' 4 L ~ 1-"~ t F50 F'0 h 1' 7 1, ~ a q~ ,~ ~ ~ ~1 ~'?i ~ ~ ~ ~' ~" ~ 'a5 ~ a`, v ~ i~ ~~ ~ ; , ; _ ,,,, _ ,~ ~ ; 4„ - ~ 1 ~~ ,, ~ ~ , ~; ~,~. ~ ~ , ~ ;_ . _ ,a ,:: , ~._, ~, r` ~ ~ s~~, '~.ron ._ / L'~ r,~,n ?~ i.l . ~~' 1=: CURTIS LUMBER CO INC 885 ROUTE 67 BALLSTON SPA NY (8001 724 9663 BEAM LAYOUT CUSTOMER -- DOUG CUNNINGHAM DATE 05/09/07 REF ONE CONST ~,~ ~t, ~~ BEAM BEAM POST LABEL LENGTH COUNT A 21' 9 13/16" 3 B 4' 7 I/4" 2 C 8' I I/2" 2 D 9' 5 I/2" 2 E I' S I/2" 2 F I' 5 I/2" 2 G I' 5 I/2" 2 H 3' 10 9/32" 2 I I' II I/4" 2 J 6' 8 3/4" 2 POST SPACING 10' 3 15/32" 4' 3 3/4" 7' 10" 9' 2" I. 2.. I' 2" I' 2" 2' 9 9/32" I' 7 3/4" 6' 5 I/4" CURTIS LUMBER CO INC 885 ROUTE 67 BALLSTON SPA NY (800) 724 9663 Post spacing is measured center-to-center Depth of post-in-concrete footers --- 48"