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Home My WebLink AboutPlans for Deck & Railing8130103 Single Family Residential Uncovered Decl<s and Porches Directions 1. Fill in the blanks on pages 2 and 3 with dimensions and materials which will be used to build the structure. Please print legibly. -·() 6 · d I (.Ja-'- 2. Indicate in the check box which detail from page 3 will be used. and nt of La 36" high guard with balusters spaced so that a 4 Inch diameter sphere cannot pass through Beam splices to occur over -+-~ posts with 1 1/2'' bearing 0 Detail B ~ernate Detai l 8 1 0 Alternate Detail 62 (seepage 3) Conditions such as attachment to cantilevers or veneers may require Engineer's approval Finished . No te: If an exit or egress from the existing building passes unde r the proposed deck, or if there is an existing patio under the proposed deck, a minimum clear headroom of not less than 6ft. Sin. must be maintained under the beam. Please indicate openings in existing wall. .£ a) u: (0 2x __8_ joists space d _L6_" apart (example: 2 x 10" spaced 24' apat1) (~___Kx ~beam (example: (2) 2 x 10 ·see deta11 8) 2x ~ rim joi st (example: 2 x 10 ·see Allemate 81 & 82) 1x~j>O StS spaced ~ apart (example: 4 x 4 posts spaced 8' apart) Note: A plot plan (plan view) showing the dimensions of your project or additions and its relationships to existing buildings or structures 'On the property must be included. In addition to project dimensions, your plot plan must also show other details such as post locations and spacing, joist and beam spans, and any other pertinent information not shown on the section drawing. This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2003 International Residential Code. It is not intended to cover all circumstances . Check wi th your Department of Building Safety for additional requirements. B/30/03 Single Family Residential Uncovered Decks and Porches Stair & Handrail Specifications New or existing A light required Y Open guardrails on decks more than 30 inches above grade or a floor below shall have members spaced so that a 4 inch diameter sphere cannot pass through. Guardrail Deck 36" min. height Guardrail required if more than 30" 10" min. run from nosing to nosing Handrail Notes: Openings for required guards on the sides of stair treads shall not allow a 4 3/8" diameter sphere to pass lhrough. Stairway Notes: 1. Slairwa)•s shall be not less than 36" in width. 2. Stairway rises shall be not greater than 7 314n. 3. Stairwey treads shall have a minimum run of 1 0". 4. The length of Run and the hei~ht of Riser shall not vary more than 318" in the entire run of the stair. 5. Stairs are required to be illuminated. 6. Open risers permitted if opening is less than 4". 7. A nosing not less than 3/4" but not more than 11/4" shall be provided on stairways with solid risers, and lessthan11". Handrail (see details below) 1. Handrails shall be continuous on at least one side of stairs wilh 4 or more risers. 2. Top of the handrails shall be placed not less than 34 inches nor more than 38 inches above stair nosings. 3. The handgrip portion of handrails shall be not less than 1-1/4 inches nor more than 21/4 inches in circular cross section. 4. Handrails shall be placed not less than 1-i/2 inches from any wall or other surface. 5. Handrails to be relurned to wall, post or satty terminal (per 311.5.6.2 IRC) Acceptable Handrail Details Wall or other surface 1 W' min. This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2003 International Residential Code. II is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. Unacceptable Handrails Single Family Residential Uncovered Decks and Porches rAp1pro"d flashing required _--Alta<;h to joists with non-corrosive fasteners Attach ledger to existing bldg. with non-corrosive lag bolls spaced min. 16' apart.-Locale bolts to penetrate rim joist or wall studs. Non-corrosive metal joist hanger Conditions such as attachment to cantilevers or veneers may require Engineer's approval Alternate Detail Bl Beam splices to occur over posts with 1 1/2" bearing Detail C Secure balusters to beam ~ Non-corrosive metal post/beam connector W' (min.) diameter anchor bolt embedded 7' min. into concrete pier or the equivalent Finished rade This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2003 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. Detail B Beam splices to occur over posts with 1 1f2" bearing Non-corrosive metal joist hanger Secure balusters to beam .. ~ Non-corrosive --V'-'--metal post/beam connector Alternate Detail B2 Full deplh 2x solid blocking Secure balusters to beam Beam splices to occur over posts with i 1f2" bearing 24' max. .., ~ Non·corrosive metal postJbeam connector Non·corrosive metal post anchor .£ E 8!30/03 Single Family Residential Uncovered Decks and Porches Directions 1. Fill in the blanks on pages 2 and 3 with dimensions and materials which will be used to build the structure. Please print legibly. 2. Indicate in th e check box which detail from page 3 will be u and of 36" high guard with balusters spaced so that a 4 Inch diameter sphere cannot pass through Beam splices to occur over -+-::.P:....--1 posts with 1 1/2" bearing 0 Detail B Q-1(ffernate Detail 81 0 Alternate Detail 62 (seepage3) Conditions such as attachment to cantilevers or veneers may require Engineer's approval Finished . Note: If an exit or egress from the existing building passes under the proposed deck, or if there is an existing patio under the proposed deck, a minimum clear headroom of not less than 6ft. Sin. must be maintained under the beam. Please indicate openings in existing wall. This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2003 International Residential Code. It is not Intended to cover all circumstances. Check with your Department of Bui lding Safety for additional requ irements. 2x_g_ joists spaced _/_6_11 apart (example: 2 x 10" spaced 24' apart) (·~)---.£.::..x_LQ_'beam ,. (example: (2) 2 x 10 ·see detail B) 2x~rim joist (example: 2 x 10 ·see Allemate 81 & 82) APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY BUILDING DEPARTMENT ~BY.~ FIELD COPY (F!fK ------------------------~2 Br::l0/03 Single Family Residential Uncovered Decks and Porches Stair & Handrail Specifications New or existing A_ light required Y ~~--Open guardrails on decks more than 30 inches above grade or a floor below shall have members spaced so that a 4 inch diameter sphere cannot pass through. Guardrail ) Deck 36" min. height Less than 6"dia. Guardrail required if more than 30" 10" min. run from nosing to nosing Handrail Notes: Openings for required guards on the sides of stair treads shall not allow a 4 3/8" diameter sphere to pass through. Stairway Notes: 1. Stairways shall be not less than 36" in width. 2. Stairway rises shall be not greater than 7 314". 3. Stairway treads shall have a minimum run of 10". 4. The length of Run and the height of Riser shall not vary more than 3/8" in the entire run of the stair. 5. Stairs are required to be illuminated. 6. Open risers permitled if opening is less than 4". 7. A nosing not less than 3/4"but not more than 1114" shall be provided on stairways with solid risers, and lessthan11". Handrail (see details below) 1. Handrails shalt be continuous on at least one side of stairs with 4 or more risers. 2. Top of the handrails shall be placed not less than 34 inches nor more than 38 inches above stair nosings. 3. The handgrip portion of handrails shall be not less than 1-1/4 inches nor more than 2 114 inches in circular cross section. 4. Handrails shall be placed not less than 1·112 inches from any wall or other surlace. 5. Handrails to be returned to wall, post or sa tty terminal (per 311.5.6.2 IRC) Acceptable Handrail Details Wall or other surtace 1 W' min. This handout was developed by the Colorado Chapter of the lnlernational Code Council as a basic plan submittal under the 2003 International Residential Code.lt is not intended to cover all circumstances. Check. with your Depar1ment of Building Safety for additional requirements. Unacceptable Handrails 4 Single Family Residential Uncovered Decks and Porches ,--~proved !lashing required ~-Al1ach to joists with non-corrosive fasteners Attach ledger to existing bldg. with non-corrosive lag bolts spaced min. 16" apart.-Locate bolts to penetrate rim joist or wall studs. Non-corrosive metal joist hanger Conditions such as attachment to cantilevers or veneers may require Engineer's approval Alternate Detail Bl Secure balusters to beam Beam splices to occur over posts with 1 1f2" bearing ~ Non-corrosive metal posVbeam connector Detail C 112" (min.) diameter anchor bo~ embedded 7" min. into concrete pier or the equivalent iK'S:T lli£J. This handout was developed by the Colorado Chapter Of 11'1e International Code Councn as a basic plan submittal under the 2003 International Resldenllal Code. It is not Intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. Detail B Beam splices to occur over posts with 1 1/2" bearing Non-corrosive metal joist hanger Secure balusters to beam ~ Non·corrosfve -~~-melat post/beam connector Alternate Detail B2 Full depth 2x solid blocking Secure balusters to beam 24" max. Beam splices to occur over posts with 1 1/2" bearing Non-corrosive metal postrooam connector Non-corrosive metal post anchor 3 Th e Home D epot# 1513 2436 F ROAD, GRAND JUN CTI O N , CO 81505 (970) 244-8577 Wed Sep 17 14:42:03 2008 This Project cannot be priced because not all materia ls are ca rried in stock. See Store Associate for prices on non-stock items shown in Bill-of-Materials. MI KE BROWN DECK 1,2,3 227926 D eck Layou t r- 7 /0 1 A L.(, .:So 1"~ f-l.u / ..J <:> }-;, "f fl.c:.y I' · ft}o,. ·f /\ Ae-c jt. ~u ,'f I A~ L t' 55 /lr~ fihov.e. 3~'0~, -3S I)Ll J-e4r f>(>q~_5 lt'fk~U '-k> ;/ous~ c-;.1'-C:. ''y.. 8 '' Df'~.>s~ ,~ /JuJ..Q -4C'/ ic.-t~~. I : ft})Y1.'' '~--6" ;~ti>!I.J e /b''oc.l 4 ltr'?>4 *~ l'37 '~1 1 ) i I ~ ~~~ \fb\'s s~ '7/J' T ,. 1 () "- ......... I • •. • ·:S ~ I - .f) ~ .~ , a l- • l .... 1-()'-... ::r-' ' -·:::,... E .')(, 1-It ·~ ~· .'-I j...;: ft~ ~ -~ ' ·~ ~ ~ ~ -j -_,_ ,_ IE f r- 1-t---...... Prefinished Tropical Hardwoods give you t he added advantage of saving time and money with better results. It's true . Prefinished Tropical Hardwoods do cost a little more than unfinished Hardwoods. But. the up-front investment is well worth it. Prefinishing makes installation faster, saves you from the much higher cost of labor required to finish unfinished hardwood boa rds, and lessens the potential for checking, cupping and discolo ration. Prefinished deck boards will cost you roughly 15% more per lin ea r foot. The cost of labor and materials to fini sh the m yourself (on all fou r sides) can add up to 40% more per linear foot. Prefinished hardwoods also eliminate the recommended two week on-site acclimation time th at unfinished hardwoods need before finishing can even start. Then, there is the space required to lay out all you r unfinished boards so they can be finished. Take all this into consideration and 15% starts to sound like a bargain. There is another big advantage to consider. Because the finish is applied at a commercial facility. we are able to use a special formu lation that makes it possible for the finish to penetrate deeper than the finishes you can buy. The finish is also evenly applied in optimum conditions and quality tested to ensure you are getting the best hnish possible. Cost/Time Advantages of Preftnished Tropical Hardwoods Untreated Hardwoods ·labor and materia l cosls for applying finish 4 0% more per linea r f oot Pre finlshed H ardwoods · ildditlonal cost for prefinlshing 15% m o re p er linear f oot (a 25% savings ove r u nfini shed ) Untreated Hardwoods · on -site acclimation time before installation Up t o two weeks to acclimate plus t he time to finish all four sides Prefinlshed Hardwoods · on-site acclimation time before installation No accl imation time • can be i nsta lled immediately Prc fi nis hcd Tropical Hardwood Decking If you're looking for a hardwood with great color and dramatic grain patterning, EXTREMETIGERWOOD is an excellent choice. These distinctive natural qualit ies set it apart from the rest and have made it one of the most pop ul ar newcomers to the North American deck scene. It's the perfect complement to the most elegan t of homes. Like the rest of our Tropical Hardwood line, beauty is on ly the beginning of EXTREMETIGERWOOD's appeal. It too is a great exterior hardwood choice because of its natural resistance to decay and insects. On the hardness sca le, EXTREMETIGERWOOD measures 2,160-cedar only 350. It is kiln -dried to reduce warping, shrinking and splittin g. And, it is graded clear with only minor surface defects and no knots that will split, check or fall out. All this adds up to a beautiful new deck that will stay beautiful for years to come. Features & Benefits • ~"x6" works on 16"~ C::j4"x6" works on 24f'Ou • Resistant to decay, insects • Low maintenance • Matching railing • 25-yr.llmited warranty • 1-yr.limited finish warranty The Superior Hardness of Tropical Hardwoods Extreme Tigerwood , 2,160 Southern Yellow Pine 750 Domestic Redwood 480 Cedar 350 QUOTE -Continued Last Name: BROWN Page 2 of s No. 1513-227926 _,_ REF#V02 R17 255-376 4.00 EA 2X6-10 #1 SYP PT I y $7.97 $31.88 R18 255-376 47.00 EA 2X6-10 #1 SYP PT I y $7.97 $374.59 R19 255·411 8.00 EA 2X6-12 #1 SYP PT I y $9.97 $79.76 R20 255-411 13.00 EA 2X6-12 #1 SYP PT I y $9.97 $129.61 R21 255-411 4.00 EA 2X6-12 #1 SYP PT I y $9.97 $39.88 R22 255-523 10.00 EA 2X8-8 #1 SYP PT I y $9.97 $99.70 R23 255·676 4.00 EA 2X8-12#1 SYP PT I y $13.97 $55.88 R24 255-676 14.00 EA 2X8·12 #1 SYP PT I y $13.97 $195.58 R25 255-677 14.00 EA 2X8-16 #1 SYP PT I y $18.97 $265.58 R26 255·677 5.00 EA 2X8·16#1 SYP PT I y $18.97 $94.85 R27 258-132 "1.00 EA 4X4-12 #2 PT I y $13.97 $13.97 R28 342-640 1.00 EA 2X10-8 # 1 PTI y $10.97 $10.97 R29 255-523 26.00 EA 2X8-8 #1 SYP PT I y $9.97 $259.22 R30 255-523 1.00 EA 2X8·8 #1 SYP PT I y $9.97 $9.97 R31 255·523 1.00 .EA 2X8·8 #1 SYP PT I y $9.97 $9.97 R32 462·810 5.00 PK 1-1 121N 1 OD JOIST HANGER NAIL/ y $6.70 $33.50 R33 538·892 17.00 EA HEXNUTGALV 1/2/ y $_0.29 $4.93 R34 538-892 20.00 EA HEX NUTGALV 1/21 y $0.29 $5.80 R35 538-892 34.00 EA HEX NUTGALV 1/2/ y $0.29 $9.86 R36 538-981 125.00 EA FLAT CUT WASHER GALV 112/ y $0.26 $32.50 R37 538·98"1 34.00 EA FLAT CUT WASHER GALV 112/ y $0.26 $8.84 R38 538-981 17.00 EA FLAT CUT WASHER GALV 112/ y $0.26 $4.42 R39 538-981 20.00 EA FLAT CUT WASHER GALV 1121 y $0.26 $5.20 R40 544-208 34.00 EA CARRIAGE BOLT·GALV. 112 X 81 y $2 .. 77 $94.18 R41 544-208 20.00 EA CARRIAGE BOLT-GALV. 112 X 81 ,_ y $2.77 $55.40 R42 669-421 17.00 EA ABA44Z 4 4 STANDOFF POST BAS E(Z·MAXh y $10.34 . $175.78 R43 255·618 54.00 EA 2X8·10#1 SYP PT I -y $11.97 $646.38 R44 865·827 80.00 EA LUS26Z DOUBLE SHEAR HANGEI\z-MAX I ) y $0.75 $60.00 R45 255·618 4.00 EA 2X8·10 #1 SYP PT I -y $11.97 $47.88 R46 927·708 17.00 EA CARRIAGE BOLT GALV 112 X 6 I y $2 .. 09 $35.53 R47 928-607 125.00 EA LAG SCREW GALV 1/2 X 6/ y $2.38 $297.50 R48 255-618 4.00 EA 2X8-10 #1 SYP PT I y $11.97 $47.88 R49 255·676 10.00 EA 2X8·12#1 SYP PT I y $13.97 $139.70 R50 255-676 6.00 EA 2X8·12 #1 SYP PT I y $13.97 $83.82 l::t':1~#tiC:d.kti:t:~UEiidtt~N'ei.t'IMGEJ+.!W••~ Page 2 of s No . 1513-227926 Customer Copy QUOTE-Continued Last Name: BROWN Page 3 of s No. 1513-227926 iiolli!E oE;po:T riEL.:ivERv•1f1 . .. ... ..... -\c~~ .. d):·· .... " .... ,· ....... REF #V02 R51 255 676 10.00 EA 2X8-12#iSYPPT/ y $13.97 $139.70 R52 255-677 10.00 EA 2X8-1E#1 SYPPT/ y $18.97 $189.70 R53 255-677 5.00 EA 2X8 16 #1 SYP PT I y $18.97 $94.85 R54 256 276 6.00 EA 4X4-8#2 PT I y $8.97 $53.82 RSS 257-974 1.00 EA 4X4-10#2PT/ y $12.97 $12.97 R56 258-132 6.00 EA 4X4-12#2PT/ y $13.97 $83.82 R57 258-132 2.00 EA 4X4-12 #2 PT I y $13.97 $27.94 R59 462-810 4.00 PK 1-1121N 100 JOIST HANGER NAIL/ y $6.70 $26.80 R60 538-892 20.00 EA HEXNUTGALV i/2/ y $0.29 $5.80 R61 538-892 22.00 EA HEXNUTGALV 1/2/ y $0.29 $6.38 R62 538-981 93.00 EA FLAT CUT WASHER GALV 1/2/ y $0.26 $24.18 R63 538-981 22.00 EA FLAT CUT WASHER GALV 1/2/ y $0.26 $5.72 R64 538-981 20.00 EA FLAT CUT WASHER GALV 1/2/ y $0.26 $5.20 R65 544-208 20.00 EA CARRIAGE BOLT-GALV. 1/2 X 8/ y ~2.77 $55.40 R66 669-421 22.00 EA ABA44Z 4 4 STANDOFF POST BASE Z-MAX I y $10.34 $227.48 R68 865-858 56.00 EA LUS28Z DOUBLE SHEAR HANGER Z-MAX I y $0.89 $49.84 R70 927-708 22.00 EA CARRIAGE BOLT GALV 1/2 X 6/ y $2.09 $45.98 R71 928-607 93.00 EA LAG SCREW GALV 112 X 6/ y $2.38 $221.34 S/0-MDSE TO BE DELIVERED: S/0 BOISE CASCADE REF# S84 ESTIMATED ARRIVAL DATE: 0912212008 SB401 413-984 642.00 EA STONEDECK/ STONEDECK 1s•x;s• NEED COLOR I STONE DECK 16-X16• y $42.25 $27,124.50 MULTI-COLOR SLATE 8199000161600 OR QUARlZITE 8199001261600 • CHOOSE ONE COLOR OR THE OTHER" 88402 413-984 427.00 EA JOIST PLATE I JOIST PLATE 8199500JPLATE I JOIST PLATE 8"199500JPLATE y $2.56 $1 093.12 S/0-MDSE TO BE DELIVERED: SJO SNAVELY FOREST REF# S85 ESTIMATED ARRIVAL DATE: 0912312008 SB50"1 225-136 8.00 EA BOX OS RAIL KIT I BOXED DESIGNER SERIES RAILING KIT I BOXED DESIGNER y $56.14 $449.12 SERIES RAILING KIT "CHOOSE COLOR" SADDLE, WINCH ESTER GREY MADE RIA OR WOODLAND BROWN .. .;..,:oom:nitiE.D:OM JiiEXf PAGE -"• - Page 3 o~ 5 No. 1513-227926 Customer Copy QUOTE-Continued Last Name: BROWN Page4o!5 NO. 1513-227926 It •• I • ::::,:.::::: :..: .. :::: :::lc~~~:::.:-. ... ..l T ff I '·. . ....... . RE '#V02 88502 225-136 4.00 ~~U~1~~:k6l~~g~~~616~S BOX 16 • r.o1 o~.WIN " y $66.61 ;I=> S8503 225-136 4.00 ~~~~y~~; l BOX 16 C " : i','i,~ BOX 16 CHOOSE " y $76.12 <'<M"' SADDLE, •cc 88504 225-136 9.00 EA _EEVE I ' ' POST SLEEVE CHOOSE DOLOR /4'X4"X4B' POST y $231.21 ;MAC IRA,b~\'LOR_ AND 1 SADDLE, WINCHESTER 88505 225-136 9.00 ll.:_~:"~~-~~~YpT~~~~fhvvyc PYRAMID OR FLAT I POST CAPS y $13.78 $124.02 2~: I :v 1 . n~ CHCX)SE COLOR 88506 225-136 9.00 EA i:~LO_R" Y~<n 14" POST SKIRT "CHOOSE COLOR" 14· POST SKIRT ·cHOOSE y $7.66 SADDLE, WINCHESTER GREY,MADEIRA,OR iANn I . . .. : DATE• Will be' I I u oon arrival of all SIC V02 I I 1.ool EAicu nFI I N I <tonml $15o.ool I nFIIVFR> Ll ~~~~~~~~[ ........ ~.... n"''V"'J ~BROWN, MIKE ... .. . .. . .... · .... -.. ·.··.•. I ADDRESS: 6500 COUNTY ROAD 315 CITY: SILT I STATE: co ZIP: 81652 COUNTY: GARFIELD SALES TAX RATE: 2.900 PHONE: (970) 379-6117 AlTERNATE PHONE: 1.83 I I .... ·.·•·. l·o·---~"' CONTINUED ON NEXT PAGEtt< .... ·I Page4o!s No. 1513-227926 Customer Copy QUOTE-Continued last Name: BROWN Page5of5 No. 1513-227926 TOTAL CHARGES OF ALL MERCHANDISE & SERVICES SALES TAX TOTAL BALANCE DUE Page5of5 NO. 1513-227926 Customer Copy Parameters used for Deck 2: 40 psf live load, 48 inch footing depth. Parameters used for Deck 3:60 psf live load, 48 inch footing depth. WARNING: THIS IS NOT A FINAL DESIGN PLAN. VARIATIONS IN BUILDING CODES, SPECIFIC ARCHITECTURAL CONSIDERATIONS, OR SITE CONDITIONS MAY REQUIRE CHANGES TO THIS DESIGN. YOU ARE RESPONSIBLE FOR THE FINAL STRUCTURE, CODE VERIFICATION, MATERIAL USAGE, AND STRUCTURAL SAFETY OF THIS DESIGN. BE SURE TO CHECK AND VERIFY THE DESIGN WITH YOUR LOCAL ARCHITECT AND BUILDING INSPECTOR THE COMPANY ASSUMES ABSOLUTELY NO RESPONSIBILITY FOR THE CORRECT USE OF THIS PROGRAM. ALL OUTPUT SHOULD BE EXAMINED BY A QUALIFIED PROFESSIONAL TO DETERMINE IF THEY ARE REASONABLE AND ACCURATE. The Rome Depot# 1513 2436 F ROAD, GRAND JUNCTION, CO 81505 (~70) 244-8577 9/17/2008 MIKE BROWN DECK 1,2,3 227926 Materials for Deck: Qty UOM SKU Use 58 EA 903116 Balusters 26 EA 255523 Beam 4 EA 255618 Beam 198 EA 168793 Decking 54 EA 255618 Joist 10 EA 255676 Joist 10 EA 255677 Joist 1 EA 255523 Ledger 6 EA 255676 Ledger 1 EA 256276 Post 1 EA 257974 Post 2 EA 258132 Post 5 EA 436542 Railing Post 1 EA 255523 Rim Joist 4 EA 255618 Rim Joist 10 EA 255676 Rim Joist 5 EA 255677 Rim Joist 8 EA 254258 Vert Top Rail Standard Materials: NOSKU, Standard Deck Materials 56 EA 865856 2x6 Joist Hanger 22 EA 669421 4x4 Post Foot Brkt 22 EA 927706 Anchor Bolt 22 EA 538892 Anchor Nut 22 EA 538961 Anchor Washer 110 EA 169765 Cone Pier ln·Gnd 6 EA 258132 DiagBrac Joist 1 EA 192708 DiagBrac Joist Nail 13 EA SO$DF1 OW · Flashing 4 PK 462810 Hanger Nails 2x8 3 EA 192708 Joist Framing Nails 93 EA 538981 Lag Bolt Washer 93 EA 928607 Ledger-Bolt 20 EA 544208 Rail Post-Bolt 20 EA 538892 Rail Post-Nut 20 EA 538981 Rail Post-Washer Decking: OPTMAT, Thompsonized Southern Pine No.2 8 BX 134370 Deck Screws 1 EA 735068 Fascia Screws The total cost of in stock materials is $5885.16 plus tax. This Price does not include any Special Order Items. Please see Store Associate to adjust the design or to price and order items. This estimate was created on 9/17/2008 and is valid for 3 business days. Parameters from UBC.cod parameter file. Parameters used for Deck 1: 40 psf live load, 48 inch footing depth. Description 1-3/8"X1-3/8"X8' BBTR RDWD S4S 2X8-8 #1 SYP PT 2X8-10#1 SYPPT 5/4 X6-12FT THOMPSONIZED DECK PT 2X8-1 0 #1 SYP PT 2X8-12 #t SYP PT 2X8-16 #1 SYP PT 2X8-8 #1 SYP PT 2X8-12 #1 SYP PT 4X4-8 #2 PT 4X4-10 #2 PT 4X4-12 #2 PT 3-3/8 X 3-3/8 X 8 REDWOOD 2X8-8 #1 SYP PT 2X8-10 #1 SYP PT 2X8-12 #1 SYP PT 2X8-16 #1 SYP PT 2X4-8 #1 SYP PT LUS28Z DOUBLE SHEAR HANGER Z-MAX ABA44Z 4 4 STANDOFF POST BASE Z-MAX CARRIAGE BOLT GALV 1/2 X 6 HEX NUT GALV 1/2 FLAT CUT WASHER GALV 112 80LB. QUIKRETE CONCRETE MIX 4X4-12 #2 PT 16D 3112" SLB HOT GALV COMMON 1 0' OuraFiash Ledger Board White Vinyl Flashing 1-1121N 10D JOIST HANGER NAIL 16D 3112" SLB HOT GALV COMMON FLAT CUT WASHER GALV 112 LAG SCREW GALV 1/2 X 6 CARRIAGE BOLT-GALV. 1/2 X 8 HEX NUT GALV 1/2 FLAT CUT WASHER GALV 112 2-112" PG + 10 EXTERIOR SCREW 5 LB 5# TAN 2 112 IN DECKMATE DECK SCREW The Home Depot# 1513 2436 F ROAD, GRAND JUNCTION, CO 81505 (970) 244-8577 Wed Sep 1714:42:15 2008 MIKE BROWN DECK 1,2,3 227926 Construction Specifications deck 1: Construction Method =Beam on Top of Post Footing Type= Pier ln~Ground Live Load = 40 Dead Load = 10 Decking Spacing= 0 1/4" Joist Spacing = 16" Beam Spacing = 96" Post Spacing = 96" Decking = 5/4X6 Thompsonized Southern Pine No. 2 Beams= 2X8 Treated Southern Pine No. 1 Joists= 2X8 Treated Southern Pine No. 1 Posts= 4X4 Treated Southern Pine No. 2 Deck Height= 24" Diagonal Bracing= Yes Deck Skirt = No Joist Overhang = 12" Beam Overhang = 12" Decking Deflection Factor = 360 Joist Deflection Factor = 360 Beam Deflection Factor= 360 Pref Decking Size= ML5/4x6x16 Pref Joist Size = 2x6 Pref Beam Size = 2x8 Pref Post Size = 4x4 Diag Brace Height 1 = 24" in Diag Brace Height 2 = 24" in The Home Depot# 1513 2436 c ROAD, GRAND JUNCTION, CO 81505 (970) 244-8577 Wed Sep 17 14:42:03 2008 This Project cannot be priced because not all materials are carried in stock. See Store Associate for prices on non-stock items shown in Bill-of-Materials. MIKE BROWN DECK 1,2,3 227926 Deck Dimensions for Deck 1 Joist Spacing = 16 in. o.c.~ Baluster Spacing = 3 3/4" ..- roe Spacing = 3 3/4" ..- Railing Height = 36" ,.... -42' ·~-··---~--~ .~ ~-·~ ---42'-- T he Hom.e Depot# 1513 2436 F ROAD, GRAND JUNCTION, CO 81505 (970) 244-8577 Wed Sep 1714:42:03 2008 This Project cannot be priced because not all materials are carried in stock. See Store Associate for prices on non-stock items shown in Bill-of-Materials. MIKE BROWN DECK 1,2,3 227926 Post Layout for Deck 1 ..... N I , 9" : f 1.0 .... ..... ._J [ -l ~lt) OJ.J · J w N N ..... U1 .... -:: l I • ..,. 0 .... 0 [ Deck 1•··························································································································· 38 ' 6 " L---------------------------·-----·-·-·-·---------·-·-·-·-·-·-,point; 8 ' 9 " The Home Depot# 1513 2436 F ROAD, GRAND JUNCTION, CO 81505 (970) 244-8577 Wed Sep 17 14:42:25 2008 MIKE BROWN DECK 1,2,3 227926 Construction Specifications ea oa - Decking Spacing= 0 1/4" Joist Spacing = 16" Beam Spacing = 141" Post Spacing = 94" Decking = 5/4X6 Thompsonized Southern Pine No. 2 Beams = 2X8 Treated Southern Pine No. 1 Joists = 2X8 Treated Southern Pine No. 1 Posts = 4X4 Treated Southern Pine No. 2 Deck Height = 24" Diagonal Bracing =Yes Deck Skirt = No Joist Overhang = 12" ..r Beam Overhang = 12" J Decking Deflection Factor = 360 Joist Deflection Factor = 360 Beam Deflection Factor= 360 Pref Decking Size = ML5/4x6x8 Pref Joist Size = 2x8 Pref Beam Size = 2x8 Pref Post Size = 4x4 Diag Brace Height 1 = 24" in Diag Brace Height 2 = 24" in Railing 3: Railing Height = 36" Baluster Spacing = 3 3/4" Railing 4: Railing Height = 36" Baluster Spacing= 3 3/4" The Home Depot# 1513 2436 F·ROAD , GRAND JUNCTION, CO 81505 (970) 244 -8577 Wed Sep 17 14:42:03 2008 This Project cannot be priced because not all materials are carried in stock. See Store Associate for prices on non-stock items shown in Bill-of-Materials. MIKE BROWN DECK 1,2,3 227926 Post Layout for Deck 2 4 9 ' 4 7 I 9 " 36 I 1 " 12 1 11 " ro f -4 7 1 9 " • 6 I 1 n • 2 4 I 6 " • 12 I 11 II N ro The Home Depot# 1513 2436 F ROAD, GRAND JUNCTION, CO 81505 (970) 244-8577 Wed Sep 17 14:42:36 2008 MIKE BROWN DECK 1,2,3 227926 Construction Specifications deck 3: Construction Method= Beam on Top of Post Footing Type = Pier In-Ground Live Load = 60 Dead Load = 10 Decking Spacing= 0 114" Joist Spacing= 16" Beam Spacing = 96" Post Spacing = 72" Decking= 5/4X6 Thompsonized Southern Pine No.2 Beams= 2XB Treated Southern Pine No. 1 Joists= 2X8 Treated Southern Pine No.1 Posts = 4X4 Treated Southern Pine No. 2 Deck Height = 60" Diagonal Bracing =Yes Deck Skirt = No Joist Overhang = 12" Beam Overhang = 12" Decking Deflection Factor = 360 Joist Deflection Factor = 360 Beam Deflection Factor= 360 Pref Decking Size= ML5/4x6x16 Pref Joist Size= 2x8 Pref Beam Size = 2x8 Pref Post Size= 4x4 Diag Brace Height 1 = 24" in Diag Brace Height 2 = 24" in Railing 2: Railing Height= 36" Baluster Spacing= 3 3/4" Railing 1: Railing Height = 36" Baluster Spacing= 3 3/4" The Home Depot# 1513 2436 F ROAD, GRAND JUNCTION, CO 81505 (970) 244-8577 Wed Sep 1714:42:03 2008 This-Project cannot be priced because not aU materials are carried in stock. See Store Associate for prices on non-stock items shown in Bill-of-Materials. MIKE BROWN DECK 1,2,3 227926 Deck Dimensions for Deck 3 ~ ro - ~ ' - ~~ oo -- L LJ~lO' Baluster Spacilg 1 :; Toe Spacing = $ 3/4" Railing Height:= 36" :~0 Deck~ 3 32' n. n~ -32'· 3LA-'.'...-32 •-- .. - ~ I I ···-j ~· 0 - The Home Depot# 1513 2436 FROAD, GRAND JUNCTION, CO 81505 (970) 244-8577 We9 Sep 17 14:42:03 2008 This Project cannot be priced because not all materials are carried in stock. See Store Associate for prices on non-stock items shown in Bill-of-Materials. MIKE BROWN DECK 1,2,3 227926 Post Layout for Deck 3 10' 1' 3"-'. 1" . ····--'"-~-··10 I,_. _____ ).~-·; __ _ Point Deck 3 l m~ ~ w ~ 0 110' 1' 3" Plan V iew ~} ~~-----3 11 I "'""'"'"T''""'':·,l'!{ ~ :i!l~i~lliM~fi~ -L o.J.J.I..I..Lll""J ~ ..... ~ 0 J -~~~~~-.-.~.1 ' 0 ~~~"--"------------:-------"-'---~'-'---' .£ ~----~ A.u.,k I ' a 11 1 A-bo v-e.. _J·"t>-«.,H o ( ~c_f_ :;.._ 78 11 ;J ho ve j;O"WMo/ Cl j kt J J.tL. v-e) _ge 1 ' lfb~ 3 f'CM-II c;./ C, j- ~()k. 3 ~}.3 9 9 11 c, ~vv ~yl""'ff Warning and Important Instructions: This is not a final design plan or estimate. EDGEN ET , INC. assumes no responsibility for the correct use or output of this program . All information contained on this page is subject to the terms in the disclaimer located at the end of this document Advertencia e instrcciones importantes: Esto noes un plan ni una estimaci6n final del diserio.EDGEN ET, INC. no asume ninguna responsibilidad del uso ode Ia. saiida correcto de este programa .Toda Ia in formaciOn contenida en esta p~gina est~ conforme a los term i nos en Ia negaci6n, siluada en e l extreme de este documento. Page 1 of 8 Doc 10 150bec28-c15e-4856-a792-blddba65c186 ,)·-/Dt. '~ ··;. ' i i!<•• '~. / '-' . ' I I I ·I ~ ~ 1 ,, r---F--~- = ~ i II---II D . ~ .. ., ~ ~ ~ r. " 'eo' / ' Pos t Layout Vie w - Dec k Number 1 .... w V' "' "' a> a> w .... .... .... .... ... "" .... ... M ... ... .... .... "' .... w 0 .... .... .... , .. .... ::> " ::> ::> ::> 48 ft 9 in I I 48 ft 9 in .I ., 39 ft 5 in 3 9 ft 5 in BasePoint Warning and Important Instructions: This is not a final design plan or estimate . EDGENET, INC. assumes no responsibility for the correct use or output of this program . All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes : Esto noes un plan ni una estimaci6n final del diseno .EDGENET, INC . no asume ninguna responsibilidad del uso ode Ia salida correcto de este programa . Toda Ia informaci6n contenida en esta pagina esta conforme a los tl!rminos en Ia negaci6n , situada en el extrema de este documento . Page 2 of 8 Doc 10 f50bec21k:15e-4856-a792-bfddba65c186 48 ft 10 in 39 ft 1 in 29 ft 5 in 19 ft 8 in 9 ft 11 in 3 in .... "' .... " I ! asePoint .... "' .... "' ! I Post Layout View-Deck Number 2 Warning and Important Instructions : This is not a final design plan or estimate . EDGENET , INC. assumes no responsibility for the correct use or output of this program . All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones im portantes : Esto noes un plan ni una estimaci6n final del diseno.E DGENET , INC. no asume ninguna responsibilidad del uso ode Ia salida correcto de este programa .Toda Ia informaci6n contenida en esta pagina esta conforme a l os terminos en Ia negaci6n , situada en el extremo de este documento . Page 3 of 8 ooc to r:;obe<:28-c15e-4656-a792·Dfaaoa65c1ss Post l ayo ut Vi ew -Dec k Numb er 3 9 ft 10 in,-------.,------. 9 ft 1 0 in 6 in BasePoint 6 i n ()) ..... IV w .. ....) "' A "' .... rt .... .... .... .... .... ,.. ,.. rt "' ()) ... ..... ..... ;J ..... ,_ ::> ::> ..... ::> Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC. assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto noes un plan ni una estimaci6n final del disef\o.EOGENET, INC. no asume ninguna responsibil idad del uso ode Ia salida correcto de este programa.Toda Ia informaci6n contenida en esta pagina esta conforme a los terminos en Ia negaci6n, situada en el extrema de este documento. Page 4 of 8 Doc 10 f50bec28·C15e-4856-a792-bfddba65c186 ..... 0 Dimensioned Plan View -Deck Number 1 aasei>oint 31 ft 0 .... Warning and Important Instructions: This is not a final design plan or estimate. EDGE NET, INC. assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto noes un plan ni una estimaci6n final del diselio.EDGENET, IN C . no asume ninguna responsibilidad del uso ode Ia salida correcto de este programa.Toda Ia informacion contenida en esta pagina esta conforme a los terminos en Ia negaci6n, situada en el extremo de este documento. Page 5 of 8 0oc 10 tsobec2e-c1se-4ass-a792·btddbassc1as .... "' .... rt .... ::> Dimensioned Plan View -Deck Number 2 ______ l__f L 1 1---·-- -~---.. - ----- f--·--------- ----- 1----_______ ... -·-- 1---- ---- ~-·--·---··----- ---- tPasePOI'n't in c ..... ..-< .., ... "' ..,. e ft 1 in Warning and Important Instructions: This is not a final design plan or estimate . EDGENET , IN C. assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto noes un plan ni una estimaci6n final del diser'lo.EDGENET , INC. no asume ninguna responsibilidad del uso ode Ia salida correcto de este programa .Toda Ia informaci6n contenida en esta pagina esta conforme a los terminos en Ia negaci6n , situada en el extrema de este documento. Page 6 of 8 Doc 10 f50bec28-c15e-4856-a792-bfddba65c186 .... 0 .... rt Dim ens ione d Plan View -Dec k Number 3 3~ !!' I ic!se Point ~ 35 ft - 0 .... Warning and Important Instructions: This is not a final design plan or estimate . EDGENET , I NC. assumes no responsibility for the correct use or output of th is program . All information conta ined on th is page is subject to the terms in the discla imer located at lhe end of this document. Advertencia e instrcciones importantes : Esto noes un plan ni una estimaci6n final del diseno.EDGENET , INC. no asume ning una respons ibil idad del uso ode Ia salida correcto de este programa .Toda Ia informaci6n contenida en esta pag ina esta conforme a los terminos en Ia negaci6n, s ituada en e l extremo de este documento . Page 7 of 8 Doc 10 t 50De<:28-c15&-<1656-a792·DtaaDa65c185 ' ' 3D View Warning and Important Instructions: This is not a final design plan or estimate. EDGE NET, IN C. assumes no responsibility for the correct use or output of this program . All information contained on this page is subject to the terms in the discla imer located at the end of this document. Advertencia e inst.rcciones importantes: Esto noes un plan ni una estimaci6n final del diseiio.EDGENET , INC. no asume ninguna responsibilidad del uso ode Ia salida correcto de este programa .Toda Ia informaci6n contenida en esta pc1g ina estc1 conforme a los term inos en Ia negaci6n , situada en el extremo de este documento . Page 8 of 8 Doc 10 f50bec28-c15&-4856-a792-bfddba65c186