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AST-0398-2018
- p 1�'F'4. , .. TOWN OF QUEENSBURY • 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: AST-0398-2018 Date Issued: Friday, July 20, 2018 This is to certify that work requested to be done as shown by Permit Number AST-0398-2018 has been completed. Tax Map Number: 301.12-2-10 Location: 16 COLONIAL CT f Owner: KATHLEEN ZIMMER Applicant: Oleksander Jaworsky This structure may be occupied as a: Rebuilding existing deck 220 S.f. 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, (-- a404 4tt-. Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY , 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: AST-0398-2018 Tax Map No: 301.12-2-10 Permission is hereby granted to: KATHLEEN ZIMMER For property located at: 16 COLONIAL CT 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 Owner Name: KATHLEEN ZIMMER Deck $0.00 Owner Address: 16 Colonial,Ct Total Value $0.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Oleksander Jaworsky 21 Birch AVE Lake George,NY 12845 Plans&Specifications Rebuilding existing deck 220 S.£ $ 125.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Wednesday,July 10,2019 (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 o bury; Tue . , f 1 ',2018 4 SIGNED BY: h. for the Town of Queensbury. Director of Building&Code Enforcement f Office Use Only OW 1 ACCESSORY STRUCTURE Permit#: ..Wile)" 2.ro t v \ =— PERMIT APPLICATION Permit Fee:$ l25 Town of Queensbury 742 Bay Road,Queensbury,NY 12804 Invoice#: S P:518-761-8256 www.queensburv.net Project Location: (% Ct7 ,i a Tax Map ID #: I 1 Z-Z-' 10 Subdivision Name: CONTACT INFORMATION: • Applicant:Name(s): ,e5 cikp e99 Mailing Address, C/S/Z: giecne kfte e, cA77 /2e9 Cell Phone:_(c7( ) g g-26i Land Line: ( Email: • Primary Owner(s): Name(s): C G L' feed'/ Mailing Address, C/S/Z: /e. aPee,A.ice 7- Cell Phone: (Sl8 ) 79S /c/Y Land Line: ( Email: - ECEDVEn • Contractor(s): p Business Name: I11N 2 c 9f11Q i H Contact Name(s): UE-- - w _. I Mailing Address, C/S/Z: TOWN OF QUEENSBURYF,U;;�u;;�i►�u Guu -� Cell Phone: ( ) Land Line ) Email: • Architect(s)/Engineer(s): Business Name: Contact Name(s): Mailing Address, C/S/Z: Cell Phone: ( ) Land Line: ( ) Email: f Contact Person for Building & Code Compliance:Se Ii 'Ti' T Cell Phone: ( ) Land Line: ( ) Email: Town of Queensbury Budding&Code Enforcement Accessory Structure Application Revised April 2017 t PROJECT INFORMATION: V - TYPE: Commercial Residential WORK CLASS: iJ Deck, Open Porch —Solar Panels(w/o rafter upgrades) Carport Cell Tower Shed ^Pavilion, Pole Barn, Canopy _Dock Gazebo —Detached Garage —Boathouse (with or w/o sundeck) _3-Season Porch Other(description: ) SQUARE FOOTAGE OF STRUCTURE: 1st floor: 2nd floor: Total square feet: d-Se9 See/Cr ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction:$ V 2. If Commercial project,what is the proposed use:_ 3. Are there any structures not shown on the plot plan? YES NO Explain: 4. Are there any easements on the property? YES NO DECLARATION: 1. I acknowledge that no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. 2. If the work is not completed 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 and/or description of the work proposed, that all work will be performed in accordance with the NYS 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:tP Qi&o SIGNATURE: ,4 ��i° DATE:ir AV( Town of Queensbury Building&Code Enforcement Accessory Structure Application Revised April 2017 Tos • --411- ---1 *.eleG Themeuve -LI sto15‘8,-tisti90 totN ------, rAnt3 si tDV\I -1 .tdsuolsus il. • .___, 7,1•1 orgaso I, 1100 . IA 9cutris -1\400 5Ak 4 4.4 • .7•044 :1;ft.., 4,,,, . .. .....„. . \\.\:....,..„...„.\,, „.., ,_ . 6...4, .. .,_.„... .... ,, ,,_ • or r r • r 4ted/tst41".'° 4 ;44' •-'' Aitot0t ‘4400 0 0 oli 4.,,. .telP. ....0,„ A\ ft. ,„ -t.t,:a,*\.,-„,,, /s-'474.(161.4; • 014101.1400 l'invitilgitiii %,010.11,sivey to I\ mow it - .4,04 4.7re y. 1-.-$ • 0 0 ' 440 ‘ .00 $ 0 $ 0 I \ Or Att.' r- ---- . . iAttilloolivoioot "‘tibiAttleto V; i.-,..,..,....4'..i A\I,It i tkikt\l\t„, ..,.„,..,. tvvti '--- ' otfro•A\ ,-04ttil ssao9 etW3 Imo). linestAs.,?„. d•.1/4' --...- .. . _ • t SW ;7' 14r1C .erAS*0309A, bt.tivAK ,e1,,sod d%,1:no'AP UelldW°3 U '',l'g',j8': °6 S,KNO1° )1903 -1..s oZZ proo TOW° 91' j, atuan usalq101 t: sorg6t0-10 _ A _ 01A-Z1:1'1)t ,,,\ STRESS ANALYSIS CUSTOMER: ZIMMER DATE: 06/25/18 DESIGN: DECK18175 REF: 18175133.ZP1 `SALESMAN # 750827 MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD JOISTS 2X8 DEFLECTION 145 PSF 16" BENDING 148 PSF SHEAR 130 PSF COMPRESSION 218 PSF 130 PSF BEAMS 2-2X8 DEFLECTION 220 PSF BENDING 112 PSF SHEAR 65 PSF COMPRESSION 214 PSF 65 PSF BOLTS 1/2" SHEAR 2387 PSF 2387 PSF POSTS 6X6 STABILITY 1021 PSF 1021 PSF TOTAL LOAD 65 PSF DEAD LOAD 10 PSF LIVE LOAD 55 PSF _ STRINGERS 2X12 DEFLECTION 1547 PSF BENDING 742 PSF SHEAR 359 PSF COMPRESSION 1157 PSF TOTAL LOAD 359 PSF DEAD LOAD 10 PSF LIVE LOAD 349 PSF STRINGERS 2X12 DEFLECTION 1547 PSF BENDING 742 PSF SHEAR 359 PSF COMPRESSION 1157 PSF TOTAL LOAD 359 PSF DEAD LOAD 10 PSF LIVE LOAD 349 PSF ,f , \-)c)c:2‘CA7 11' 9" ' W 1i �J� Y , - 3 r W 9 - 18' ' -t 4 1121N SIJND TUBEcs u r y j 6x6 Post 1 y v s' co II 2.2x8 Beard PlanViewi Curtis Lumber Z 885 Route 67 06/25/18 Ref:Deck18175 Ballston Spa,NY . Scale: 1/4" 1' I�i�1�11111�1�1�1 ' 9' 2 3/4" Ii Al I II I I I 1 I • 8' 9" I■u1I1•1111 B I I III I II I I II II I I 2' 1/2' BEAM BEAM POST POST • LABEL LENGTH COUNT SPACING A II' 7I/2" 3 5'I" B I'7 I/2" 3 5'f Post spacing is measured center-to-center. Depth of concrete footers--- 48" Beam Layout Curtis Lumber ZIM ER 885 Route 67 06/25/18 • Ref Deck18175 Ballston Spa,NY Scale: 1/4"=1' r., 8• • A) 11'8' A) 11'8' A) 11'8' A) 11.8' A) 11'8' A) 11.8• • A) 11'8' A) 11'8' A) 11'8" A) 11'8' ' • A) 11'8• A) 11'8' A) 11'8' A) 11'8" A) 11.8' • A) 11'8' A) 11'8' A) 11'8' A) 11'8' A) 11'8" • • A) 11•8' • A) 11'8' A) 11.8' A)11'8' • A) 11'8' A) 11'8' i A) 11'8" A) 11.8' A) 11'8" A) 11.8' • A) 11'8' • . A) 11'8' • • A) 11'0' A) 11.8• A) 11'8' A) 11.8' A) 11'8' A) 11'8" A) 19'8' A) 11'8' A) 11'8' A) 11.8' Plank Layout Curtis Lumber �ZIMMER 885 Route 67 18 Ref:Deck18175 Ballston Spa,NY Scale: 1/4"=1' ' t� a 11' q" .. elA 016—J .0 , IP j ' '! 1 fi 1 4' i ii i 1 1 lk____._1 i u) to d I.it u-) ii 1 `F Iil:. 1:I l I b7ia d Ii, fl Ii i - 1 I 11! :n i in n % I; I i ( I _�._.._ X, D E —14 R ` 5' 2 1/4 " I f 5' 21/4' I Rail Layout Post J SKU Description 5TREX4439PS 4X4-39" WHITE POST SLEEVETRANSCEND DT-TREX_COMPI TREX_COMPI TREX4439PS 4X4-39" WHITE POST SLEEVETRANSCEND 4x TREX4439PS 4X4-39" WHITE POST SLEEVETRANSCEND t °ill TREX4439PS 4X4-39" WHITE POST SLEEVETRANSCEND Rails Section X-ref Cut From I, K. L DT-WTUNIVTBRO^o (Universe Top/Btm Rail.6',Clessic White) J DT-WTUNIVTBRO6 (Universe Top/Btm Rai1.6',Clessic White) F DT-WTUNIVTBRO6 (Universe Top/Btm Rei1.6`,Clessic White) G DT-WTUNIVTBRO6 (Universe Top/Btrn RaiI,6',Classic White) B DT-WTUNIVTBRO6 (Universe Top/Btm Rail,6',Classic White) C DT-WTUNIVTBRO6 (Universe Top/Stm Rail,6'.Classic White) . D DT-WTUNIVTBRO6 (Universe Top/Btm Rai1.61.Clessic White) E DT-WTUNIVTBR06 (Universe Top/Btrn Rai1,6',Classic White) A DT-WTUNIVTBRO6 (Universe Top/Btm Rei1,61,Classic White) H DT-WTUNIVTBRO6 (Universe Top/Btm Rei1,6',Classic White) I = I' 10 I5/32° (30.96 degrees) J = I' 10 15/32" (30.96 degrees) K = I' 10 15/32" (30.96 degrees) L = I' 10 15/32" (30.96 degrees) _ °° Measure/cut on site, °° naairvn• D rack 18175 , Y f r 11' 9" i❑ ❑ 7 — ;fi— -,... lr 8° 4' 4' , I o - 1' 8" ai ro m in if;) t��I �ti m it ` I _, bj1 i . Ec [' 5' 6 1/4" a i a 5' 6 1/4' Railpost Layout Post SKU Description TREX4439PS 4X4-39" WHITE POST SLEEVETRANSCEND DT-TREX_COMPI TREX_COMPI TREX4439PS 4X4-39" WHITE POST SLEEVETRANSCEND TREX4439PS 4X4-39" WHITE POST SLEEVETRANSCEND ❑ TREX4439PS 4X4-39' WHITE POST SLEEVETRANSCEND Design: DeckI8I75 K y Profs in accordance with A .M D 7032. Plastic or composite " RSO7433 .Decay regeotaRce. Plastic composite deck handrails and guards,or their packaging,shall bear a label boards,stair treads,guards and handrails containing wood, that indicates compliance to ASTM D 7032 and includes cellulosic or other biodegradable materials shall be decay the maximum allowable span determined in accordance resistant in accordance with.ASTIR 1)7032. with ASTM D 7032. ; 507a$A Termite resistance.Where required by Section R507.3.2 Flame s ireud index. Plastic composite deck 318, plastic composite deck boards, stair treads, guards boards, stair treads, guards, and handrails shall exhibit a and handrails containing wood, cellulosic or other biode- ' flame spread index not exceeding 200 when tested in accor- gradable materials shall be termite resistant in accordance ' dance with ASTM E 84 or Ul_.723 with the test specimen with ASTM D 7032. remaining in place during the test. - • 507.3.5 instaliaation of Onstac emu, osiitea, Plastic corn • - dfi_+',xcepVala: Plastic composites determined to be non- • posite deck boards,stair treads,guards and handrails shall combustible. be installed in accordance with this code and the manufac • - turer's instructions. "meek Hue load=40 psf,deck dead load=10 psi,snow load•s 40 psi) JOIST SPAN - CONNEC€ION DETAILS 6'and less o 1"to 8' 8'1"to 10' 10'1"to 12' 12'1"to 14' 14'l"to 16' 16'1"to 18' On-center spacing of fasteners • • f t/z inch diameter lag screw with 1/2-inch maximum sheathing`•" 30 23 18 15 ]3 11 10 ; 3/2-inch diameter bolt with'/2-inch maximum"• 36 36 34 29 24 21 19 Y sheathing' :. s -- • '/Zinch diameter bolt with 1-inch maximum 36 36 29 24 21 18 16 " • sheathing' " • t For SI: 1 inch=25.4:rnun,1 foot=304.8 min,1 pound per square foot=0.0479 kPa, r"` s a. Ledgers shall be flashed in accordance with Section R703.4 to prevent water from contacting the house band joist. 1 I b.Snow load shall not be assumed to act concurrently with live load. c. The tip of the lag screw shall fully extend beyond the inside face of the band joist. d.Sheathing shall be wood structural panel or solid sawn lumber. - ' e. Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard,lumber or foam sheathing.Up to r/,inch thickness of stacked washers " shall be permitted to substitute for op to'/,inch of allowable sheathing thickness Where combined with wood structural panel or lumber-sheathing. 1 T ABLEF10£17:2.a i) . Pl.ACEIVIENT SAE L AGISCREVIfaAIID=KLTS_di4'_OKK-1 ii006138_1.i IIESAl%I 94)1STS.---1 MINIMUM END AND EDGE DISTANCES AND SPACING.BETWEEN ROWS • TOP EDGE BOTTOM EDGE ENDS BOW SPACING Ledger" 2 inches" 3/4 inch 2 inchesb 15fs inchesb Band mist' 3/a inch. 2 inches 2 inchesb L$f&ialchesb For Sh 1.inch=25.4 mm. a, Lag screws or bolts shall be staggered from.the top to the bottom along the horizontal run of the deck ledger in accordance with Figure lz507.2.1.(f"j. b,Maximum 5 inches. c. For engineered rim joists,the maniufaoturer's recommendations shall govern. d,The minimum.distance from bottom row of lag screws or bolts to the top edge of the ledger Shall be in accordance with Figure R507.2.1:(l). 160 2016 04.T.11€ll4ATlO8fJil.FI DEIi AL,*(0)DEP FLOCHe I - I 1: STAGGER-FASTENERS__.__. I:' N r a'"' —IN-2 ROWS`_--- 1,7 F'' i O 0 QO- 1— 0r 5,5"MIN.FOR 2 X 8* *DISTANCE SHALL BE PERMITTED TO }° 5"MAX I, 6.5"MIN.FOR 2 X 10 BE REDUCED TO 4.5"IF LAG SCREWS -%. 0l'e 0 7.5"MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS REDUCED TO THAT OF LAG SCREWS I TO ATTACH 2 X 8 LEDGERS TO 2 X 8 2"MIN, BAND JOISTS. : LEDGER LAG SCREW OR BOLT .3/4"MIN. ForSI: I.inch=25.4min. €IGURE R507.2.1(1) PLACEMENT OP LAG SCREWS AND DOLTS S 9N LEDG,,ERS E` its ': SHEATHING NOTE: SIDING THIS DETAIL IS APPLICABLE WHERE FLOOR JOISTS ARE FLASHING FOR r< PARALLEL TO DECK JOISTS. WATER TIGHTNESS #: DECKING ■ ' 1lill . iWI APPROVED JOIST HANGERS 2"MIN. Et 2x LEDGER TH FASTENERS INACCORDANCE WITH TABLE R507.2 • HOLD-DOWN DEVICE MIN 750 LB-CAPACII -_, E FLOOR JOISTS AT4 LOCATIONS,:EVENLY_DISTRIBUTED i[,: :: IP ALONG-DECKAND ONE_WITHIN-24'"OF EACH END-OF.:THEL_EDGER.-HOLD=DOWN DEVICES__> SHALL"FULLYENGAG€=DECK=JOISTyPER HOLD-DOWN-MANJ�FACTURER— A FULLY-THREADED_3/8-'-'DIAMETER=LAG SCREW PREDRILLED:W/=MIN.3''_PENETRATION-,, : , TO=CENTER_OF TOP_PLATE,STUDS;=OR-HEADER:-> e For SI: l Mch 25.4 mm. I^lSaUR5€t7.2.1(2) r•. PLACEMENT Or LAG_SCREWS AND 69Q,M IN EIAND OBIS •V • . : :fir, :a. 2-On INTERNATIONAL RESIDENTIAL CGDO •1W. FLOORS • HOLD-DOWN OR SIMILAR TENSION DEVICE . . FLOOR SHEATHING NAILING AT 6"MAXIMUM ON CENTER TO JOIST WITH HOLD-DOWN . 11 t . - - -..."11111111110 11111 UMW • J1 . FLOOR JOIST DECK JOIST For SI: 1 inch=25.4 ram. DEC`a'ATTACI-IDiENT EO a_ AIRR.AL 1,b49-Th 4 I I• 1114 SI IEAi RING 'j'"` SIDING 1;'..:•:: THIS DETAIL IS APPLICABLE FLASHING FOR ' rf,', WHERE FLOOR JOISTS ARE . `s:<`; PARALLEL TO DECK JOISTS. WATER TIGHTNESS n _ ,—DECKING- 4 %////1�\1%/ -' 1OP APPROVED JOIST HANGERS ` fIHi '2"MIN. . INACCORDANCE WITH TABLE R507.2 = . / "'�`", HOLD--DOWN DEVICE MIN-750 LB.-CAPACITY— FLOOR JOISTS AA 4.LOCATIONS,=EVENLYDIS I RIBUfED- ALONG DECL�LAi €TTON WITHIN 24_=..0 EACN_ END_OF THE-LEDGER.HOLD-DOWI DEVICES ' SH LL FULLY'ENI:�AGE--DECK;JOIST-PE=R___' . • K-I_OLD=D:OWiif.:MAi�IUFACTURER._____'_,: y .7 - r .A FULLY THREADED 3fe'-DIAMETER.LAG_' SCREW-PREDRILLCD-W/MIN:-3"-PENETRATIOTh [i . . T EY_CT✓NTE€ OF-TOP'PLRTE_STUDS;_OR LEADER. ry w For SI I.Inch.=25.4 min,1.iY.00t=304.8 mrri. 1 E "" C am- k. `I' ?,L_ -i-, • 152 2515LkfTERNATIONAL RE 4 TML r,a jE® ' ,OCJI :...; :�, - . R507,( 7 ecking.Maximum allowable spacing for joists sup- 557SS, . .Late ai resttalt at supports. foist ends and E' porting decking shall be M accordance with Table R507 a. bearing locations shall be provided with lateral.restraint to r ; _' Wood decking shall be attachedto each supporting member prevent rotation_. Where lateral restraint is provided by --':(' . with not less than (2) 8d threaded nails or (2) No. 8 wood joist hangers or blocking between joists, their depth shall ill screws. equal not less than 60 percent of the joist depth.Where lat- t ` • R507.5 Duck joists.Maximum.allowable spans for wood deck eral restraint is provided by rim joists, they shall be joists,as shown in Figure R507.5,shall be in accordance with secured to the end of each joist with not less than(3) 1Od `::,p;:t: • Table R507.5.Deck joists shall be permitted to cantilever not (3-inch X 0.128-inch) nails or (3)No. 10 x 3-inch (76 greater than one-fourth of the actual,adjacent joist span. )long wood screws. " <EV_tAXlF [U_itDit7`13PO2N :__. Nd . II11AG"E�3! L iPE AND NOMINAL SIZE A%lEl!JIJ1 ON-CENTER JOIST SPACING „4 - _' Perpendicular to joist Diagonal to!list' r. 11/4 inch.-thick wood 16 inches 12 inches ` :'` ` 2-inch-thick wood 24 inches 16 inches G `I` • Plastic composite In accordance with.Section R507.3 In accordance with Section R507.3 'T �` • ' For SL 1 inch=25.4 nun,1 foot=304.8 mm,1 degree=0.01745 rad. a.Maximum angle of 45 degrees from perpendicular for wood deck boards .c., I1 ©1(JOIS SANS FOR COMMON-1-.1148PR-SPEel Sf litcb 1.3.i-., 3 .. . SPACING OF DECK JOISTS WITli NO CANTILEVER!' SPACING OF DECK JOISTS L4l!!!'i CANT Ll VEES t• ;:. ;:-'"- ' nPECIESa SIZE (Inches) {inches) k -;• -.,. 12 16 24 12 16 24 :- : 2 x 6 9-11 9-0 7-7 6-8 6-8 6.8 2 x 8 1110 98 101 101 98 Southern pine 2 X 0 13-1 16 2 1;4 0 1 t-5 14 6 14 0 11-5 2 x 12 18-0 • 16-6 13-6 18-0 166 13-6 _ 2 x 6 9-6 8-8 7-2 6-3 6-3 6-3 ':= • Douglas fir-larchd, ;e:a`. hem firs 2 x 8 12-6 11 1 9 i 9-5 9 5 9 1 spruce-pine-firs 2 x 10 . 15-8 13 7 11-1 137 13-7 11-1 ;.:. *; 2 x 12 18-0 T5 9 12-10 18 0 15-9 12 10 Redwood, 2 X 6 8-10 8-0 7-0 5-7 5-7 5-7 r western cedars, 2 X 8 11-8 10-7 8-8 8-6:,, 8 6 8 6 ondero pine',ponderosa P.s a 2 X 10 14-11 13-0 1:0- 12-3 12-3 10 7 ▪ • red pine 2 X 12 17-5 15-1 12-4 16-.5 15-1 12-4 :- For S1:1 inch=25.4 min,1 foot=304.8.mm,1 pound per square foot=0,0479 kPa,1 pound=0.454 kg. .;SF•.•. • a.No.2.grade with.wet service factor. b.Ground.snow load,live load=40 psf,dead load=1.0 pst L/A�360. . c. Ground snow-load,live load=40 psf,dead load=10 psi f/4=360 at main.span,11A=180 at cantilever with a 220-pound point load applied to end. tt "i' "- d.Includes incising factor.. j e.Northern species with.no incisingfactor l:�• - � w :.;_:a:: : f Cantilevered spans not exceeding the nominal depth of the joist are permitted, l' ` '-.• BUILDINGWALL--: - - BUILDING WALL-.1 -'='• "_7t= r=�]r'-a--ir—nr=,r tr--ll —R—;r--ir—,r r—irmr-- —ir--i—ir-i—;—ir Ir—�r,�r—I�t�r k : dOiS )I� 'as: Km JOIST T•I-IANGL 2 BEAM— - 1 I( ^_ JOIST I-(ANGE JOIST HANGER. :'•• : BEAM 'JOIST LEDGER BOARD `-JOIST LGDGERBOARD ..',• POST- f' - POST _�;tt, BEYOND . - .OPTIONAL, , _ JOIST SPAN JOIST:SPAN' - - CANTttE=JER: - -- .(' ;JOISTSWIFJ_DROPEM6gAM J016IbWT F1_US1 BOP 2015INTERNATIONAL PISS 0Ef 11IAL cot*. la3 „ 1 • • R507.6 Deck Reash.as Maximum allowable spans for wood R507.7 Deck joist and deco hear bearing. The ends of deck beams, as shown in Figure R507.6, shall be in accorµ each joist and beam shall have not less than 11/2 inches (38 . idance with Table R507.6.Beam plies shall be fastened with trim) of bearing on wood or metal and not less than 3 inches two rows of 10d(3 inch x 0.128-inch)nails minimum at 16 (76 rum) on concrete or masonry for the entire width of the .: i inches (406 rnm) on center along each edge.Beams shall be beam. joist framing into the side of a ledger board or beam permitted to cantilever at each end up to one-fourth of the shall be supported by approved joist hangers. Joists bearing actual beam span.Splices of multispan beams shall be located on a beam shall be connected to the beam,to resist lateral dis- at interior post locations. placement. ��pp((��,,�,aapp�� n,�-`�-!A�ggae55��,-��?15�8507.f�= --- DEC JOIST SPAN LESS THAN OR EQUAL TO: • SPECIES` MEd (feet) . S. E 10 12 • 14 16 10 2-2 x 6 6-11 5-I1 5-4 4-10 4-6 4-3 4-0 h. 2-2 x 8 8-9 7-7 6-9 6-2 5-9 5-4 5-0 • 2-2 x 10 10-4 9-0 8-0 7-4 6-9 • 6-4 6-0 - • 2-2 x 12 12-2 10-7- 9-5 8-7 8-0 7-6 7-0 4 Southern pine _ _ _ 3-2 x 6 8-2 7-5 6-8 6-1 5-8 5-3 5-0 3-2 X 8 10-1.0 9-6 8-6 7-9 7,2 6-8 6-4 — ' 3--2 x 10 13-0 11-3 ' 10-0 9-2 8-6 7-11 7-6 - 3--2 X 12 15=3 13-3 11-10 10-9 10-0 9-4 840 • 3 X 6 or2-27t6 5-5 4-8 4-2 • 3-10 3-6 3-1 2-9 3x8or2-2x8 6-10 5-11 54 4-10 4-6 4-1 3-8 3 x 10 or 2-2 x 10 8-4 • 7-3 6-6 5-11 5-6 5-1 4-8 Douglas fir-larehe, 3 x 12 or 2-2 x 12 9-8 8-5 7-6 6-10 . 6-4 5-11 5-7 • 4 hem-fie, 4 x 6 6-5 5-6 4-11 4-6 4-2 3-11 3-8 spruce-pipe-fire, 4 x 8 8-5 7-3 6-6 5.-11 5-6 ' 5-2 4-10 redwood, - . - 3 western cedars, 4 x 10 9-11 8-7 7-8 7-0 6-6 6-1 5-8 • ponderosa Wad, 4 X 12 11-5 9-11 8-10 8-1 7-6 7-0 6-7 red pine , • 3 2 x 6 7-4 6-8 6-0 5-6 5-1 4-9 4-6 • °k 3-2 x 8 9-8 8-6 7-7 •6-11 6-5 6-0 5-8 ..''f.,- .• k 3-2 x 10 12-0 10-5 ' 9-4 ,. 8.6 7-10 7-4 6-11 El3-2 x 12 13-11 12-1 10 9 9-10 9-1 8-6 8-1. ,l For SL 1 inch n 25.4 rpm,I.foot=304.8 no,1 pound per square foot=0.0479 kPa,I ponncl=0.454 kg. a• Ground:snow load,live load=40 psf,dead load=10 psf 1./d�360 at main.span,La=180 at cantilever With a 220-pound point lOad.applied 2f:the end. .- b. Beams supporting decir joists from one side only. . G c. No.2 grade,Wet Service factor. d.Beam depth shah be greater than or equal to depth of joists with a flush.bear),condition, e. Includes incising factor. f. Northern species.Incising factor not included. 3 JOISTS S �pp� /T\� .- V�'/f `� �hX�� V VY JOISTS Pi =_mow 4' y °R . BEAM \ .BEAM 'c POSY —POST _ t YOI'Ti— SEAM SPAN OPTIONAL - Op-oca G Ba•AM SPAS - OPTIONAL " -- ---s= -e - ?s - - :'+� 5- CASTILEVEft CANTILEVER' CANTILEVEii OAST1LEUEf2. DROPPED BFA0/1 FLUSH BtAlbf ., . FIGURE MOTS * TYPICAL D BE SPANS i64 26}.ON B 1.Mits. TONG 5L.6•t1CSinEM L©OI E°- .f.:-;•„••••:!.--•- • F:z-•:,,,i. il...f.X.49@ `e •, .,..•,...• . P•: ' ,...„, .00797.1.fivegg pz.st to 4'.ect boaku,Deck beams shall be :E:50790..:4 peak post 4,-z do:ck fooib.5.PQsts shall bear oi-4 attached to eieelc-p0,5tS.11.1 accordance With:Figtwe:R5O7 7-1 footih.g.5 in AccoXel4TIce with Nectio.. 3.3,4013 and Figure or by other equivalent means capable to resist lateral ells- ,507.8,1. Posts shall be restrained to prevent lateral dis- .,!,.. „ placement- lidAnufactni:ed post-to beam connectors shall placement at the bottom. support. Sucb lateral restraint ,..11.,'...• be sizeo.for the post aria beam sizes. Ail bolts shall have shall bellrovided by manufactured connectors installed in c• _ , washers wider the bead.Rad pat. accordance with Section R507 and the manufacturers' t?::•'? instructio mn ns or a iirntur vost enibeam,ent of 12 'in ci'es .17;xecptiork; Vaibege deck beams be direcay op. foot- _ •- • •• -- .....- -' -- . --- - - -- i•-.,::.:,', . illgs it'accordance with SectioR,R.507.8.1. - (305 ion)in smfoulidipg soils or concrete Om. ';',„!„`,'-• 1k 587.B Pock j-.14cs.tcp For single-leYel wood-framed decks • with beams sized in accordance with Table R507.6,deck post '.'1,:-.',','• 'size shall be in.accordance With Table R507,8. ' • Tii.n51:1 fiSQ7,B k'' pgfalc,R41..VT kipicair F•:::...,,-.. V..-.:.: . PECK.POST oi= 1111mm/um itt:-...mir 4 x 4 8' . xd 8' IL-_-.-• • , . .. .6?C 6 14 -' - .. .':,-.. • For Sp 1 foot---,304.8 mut, ; •-.- a Measuked totbe uodersJde of OA ,..• ..,..:.•- . i'..,,. Ncz : I.;--, • :if: .:- • • 1 21/d1 MIN. 1 BEAM ij.:-'..-•r • , s,I ' . i.• •:: ::-' . . . BEAM' "III . ApPoPsRTTAT _....i..i..,..i a•.immi............. ................., kf,-.'....• . ilainummole ii!•!.:-.:..! ;,,,,, •-• mi ill I 1 I 0 4 115,1/0 UDC-BEcitEPS PI•i'.':, •• ilifinummoilk Wi!I-1 WASHERS 1,111 1.:%:i-,. : • • . i DECK P r ,••.- POST NOTCH POST !.,2.:,: •. • POST 51/27 MIN: is.:' • ''''' 1•', ''.., f•ileTemgalgATii. -_-'• -POT-6-i_klza--- : I''.• ' - For ST:1 bleb.--425,4 rpm v• i.- . e_FIQUNE:2807.2.47----1--- . • . , ..-.PAalc fo`RARICI1.3.PPKTRQS.T.".7.,,, - i ... . CONCRETE / TYPICAL DEcK—L Pos-r _iv__ i •. . • ---3/41\ --- '" • I' .:*.• GRADE • :-, y . . a - -• . D6 . ':• ' • Lflc,...4:.',• 5°'''....;'.6'2°'•:C"'Y'' 74,:•p:' ,2 p:• P/.11All P',' PI.CA. L- POOTINGA :: . . ., f..y. 4.,'' ' s '" 6 .I ' ' 4 .,-.._. •• .4 • .,." ... : ... . a • ,.. - .. - • . .. .. O'-c. a' , . . '? a. ,c..' .,,,,- . ... 2):..3.• r,F,':', . ,::, - .cf5- g er. =•`.-PittliWitiMi7;8.1 — --7: :', 1 . INPLoAL-D.em f.V11-61..SIVIDagg1:001111.0t-I'l-, . -- .. . , . . ., .. .,. i.',. . 2oia livinaMTIONAL Fa.VPRIVAII,COW? 'lac, •",'•. t•-•;,• .. . '4- • . .