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AST-000615-2017 TOWN OF QUEENSBURY ,a 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 T4 Community Development-Building&Codes (518)761-8256 CERTIFICATE OF COMPLIANCE Permit Number: AST-000615-2017 Date Issued: Friday,November 17, 2017 This is to certify that work requested to be done as shown by Permit Number AST-000615-2017 has been completed. Tax Map Number: 309.13-1-17 Location: 33 OHIO AVE Owner: Miguel Santiago,Jr.,Jennifer Santiago Applicant: Miguel Santiago,Jr. This structure may be occupied as a: Deck 192 s.f. By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the r: �d �ot 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 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-000615-2017 Tax Map No: 309.13-1-17 Permission is hereby granted to: Miguel Santiago,Jr. For property located at: 33 OHIO AVE 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 Tyne of Construction Owner Name: Miguel Santiago,Jr. Deck $1.600.00 Owner Address: 33 Ohio AVE Total Value $1,600.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications Deck 192 s.f. $50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,October 3,2018 (If a longer period is required,an application for an exten ion must be made to the code Enforcement Officer of the Town of Queensb before the a irati date Dated at the Town o Queens �Tu ober 3,2017 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement Office Use On! y Q..i.. ACCESSORY F:7 4UC1 116v Y..� Perm ll trc: s PERM APPLICAYION Permit Fee: , D. 00 Town of Queensburyr C� 742 Bay Road,Queensbury,MY 12804 1rvoice#: aD- L P:518-761-8256 Project Location: , 1 01,11'0 Avg- Tagg Map I® 4: 3 0q, (3 1--7 Subdivision Name: ?1,,44i S• kAtl 5k Afpo—ek, -711 7J tgq-a CONTACT INFORMATION: ChCc���a . f2iu�•���� e -Alli—ant r. Name(s): iv (l �- } ---,,41 c JK- Mailing Address, C/ /Z: C A, Cell Phone: Land Line: Email: ® PrImar Owner(s): Name(s): lyl a.,::-�. y �.�.� �c �a � �cnn��� r Mailing Address, C/S/Z: Cell Phone: DT -�---�—) b Sb $�--�}�, Land Line: Email: i � �vtitic � -7`� `. ® C®ntractor(s)o Business Name: Contact Name(s): Mailing Address, C/S/Z: Cell Phone: Land Line: Email: ® Arch itect(§)/Engineer(s): Business Name: Contact Name(s): Mailing Address, C/S/Z: Cell Phone: Land Line: Email: Contact Person for Building & Code Compliance: Cell Phone: S Land Line: ( ! ) Email: vl-( `i J3 E kt-t-14� Town of Queensbury Building&Code Enforcement Accessory Structure Application Revised April 2017 •�'Ii� �JV Cie LfG'd_)a'ell$.al?'1! il,lu"lo TYK. t_UTnrnei-CI bi i?esic,ei i ,l WORK CLASS, Deck, Open Porch _Solar Paneis(w/o rafter upgrades) _Carpori Cell T ower 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. _.. ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction: $ /�t� 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. 1 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. 1 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. 1 acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 5. 1 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: wf SIGNATURE: DATE: -7 Town of Queensbury Building&Code Enforcement Accessory Structure Application Revised April 2017 1. Con1pleted Accessory Structure peri-nii applica' ion TWO (2) COPIES OF HE FOLLOWING- 2. Structural drawings, which include: a.Signed & sealed architect or engineer stamp IF the cost of construction is over $20,000 b.Floor plan c. Foundation plan d.Cross sections e. Elevations £ Window & Door schedules–printed on the drawings is acceptable g.Calculation sheet for natural light, ventilation & emergency egress 3. Plot plan, using a survey map if possible, which includes: a. Drawn to scale (i.e. 1 inch = 30 feet) b.Indicate proposed changes, with setbacks c. Include all structures on the property d.Include location of water supply (well or water lines) e. Include location & configuration of septic system or sewer line 4. REScheck (residential projects) or CoMcheck (commercial projects), signed and stamped— www.energycodes.gov ATI®No 1. Any changes to the approved plans prior to or during construction will require the submittal of amended plans, additional reviews and re-approval. 2. If, for any reason, the building permit application is withdrawn, 20% of the fee is retained by the Town of Queensbury. After 1 year from the initial application date, 100% of the fee is retained. Town of Queensbury Building&Code Enforcement Accessory Structure Application Revised April 2017 G'J s o W C o BILE CC�F'Y a =r coo 55,to Do rZ 01 n < 00 C-) (D L -4 Z (D 4 CM O 2 a me Q -�-�-,- too (0 , l p. O ' -fi y TOWN OF RY BUILDING D PARTM I s Based on our limited examination,com ce !� with our comments shall not be construed indicating the plans and specifications are in 4, iuRy full compliance with the Building Codes of �ut4�T New York State. Top View Curtis Lumber � �� AD Miguel Santiago 885 Routs 67 09/29/17 Ref:Deck17268 p Ballston Spa,NY Scale:To fit s a E qEr--)A A A A A z F B - D r` LLLLLL.— H C -- G LABEL LENGTH BEVELS LABEL LENGTH BEVELS A joist (11) 11' 3" F cap 12'4 1/2' 1)0 2)45 B fascia 12' 1)0 2)45 F section 5' 9 1/4" B rim 11'3' G cap 16' 9' 1)45 2)45 C fascia 16' 1)45 2)45 G section 7' 9 1/4" C rim 15' 9" H cap 3' 5 1/2" 1)45 2)0 D fascia 12' 1)45 2)0 H section 2' 7 112" D rim 11' 3" 1 cap 5" 1- E rim 15' 9' 1 section 4' 7 112" Cut List Curtis Lumber Miguel Santiago 885 Route 67 09129/17DeBallston Spa,NY Ref :Deck17268 P Scale: 1/4"=P Air � j n'j gs i �-7 m _31 11 6 3/4n--------------------------------------- A BEAM BEAM POST POST LABEL LENGTH COUNT SPACING - A 15' 9" 3 7' 1 3/4" Post spacing is measured center-to-center. Depth of concrete footers-w 12 , G�w�CL��L �=1LLQ Beam Layouto�o� / Curtis Lumber Miguel Santiago 885 Route 67 09/29/17 Ref:Deckl7268 Ballston Spa,NY Scale:3/8"= l' 151911 -O 1 5' 9 " 1 5 ' 9 " � R 1 51919 1 5 ' 9 of 15 ' 9 " ` 1 5 ' 9•' 1 519@6 1 5 '9" 1 5 ' 9" 1 5 ' 9" o0 1 5 ' 9" 1 5 ' 9 1 5 ' 9" 1 5 ' 9" 1 5 ' 9 " 1 5 '9" 1 5 '9" � 1 5 19" 1 5 ' 9" 1 5' 9" 1 5 '9" 1 569 vv 1 5 '9" 156966 1 5 ' 9 " Plank Layout Curtis Lumber Miguel Santiago 885 Route 67 09/29/17 Ref.Deck17268 Ballston Spa,NY Scale. 1/2"=1' iy s 16' - �a NIP a.0. J q o0 C5 CD,n sy r--I � IrZ 1 l�l � In 0 4' O X (1J „ � 12IN SONO TUBE �� E ��t E 6x6 Post 3-2x10Lm Beam Plan View Curtis Lumber Miguel Santiago 885 Route 67 9117 - Ref: Ballston S NY RefDec ak17268 P Scale:3/8"= l' fxal7y Ora eJ•Fnli Service c�c� �}� nn - CUSTOMER: MIGUE--- NTIAGf� mourti$'umber om DATE: 09/29/17 DESIGN: DECK17268 REF: 17268103 . ZP1 SALESMAN # 750525 -------------------------------------------------------- MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD -------------------------------------------------------- JOISTS 2X10 DEFLECTION 141 PSF 16" BENDING 126 PSF SHEAR 129 PSF COMPRESSION 254 PSF 126 PSF BEAMS 3-2X10LM DEFLECTION 351 PSF BENDING 182 PSF SHEAR 150 PSF COMPRESSION 484 PSF 15-0 PSF' POSTS 6X6 STABILITY 1136 PSF BEARING 772 PSF 772 PSF ------------------------------------ TOTAL LOAD 126 PSF DEAD LOAD 10 PSF LIVE LOAD 116 PSF ------------------------------------------------------- STRINGERS 2X12 DEFLECTION 659 PSF BENDING 417 PSF SHEAR 241 PSF COMPRESSION 867 PSF ----------------------------------- TOTAL LOAD 241 PSF DEAD. LOAD 10 PSF LIVE LOAD 231 PSF ----------=-------------------------------------------- t\h) V,sa \V 24 RP4 192 ft2 1%%AV/Unf 8 3/4 Story 31 S84 WA J ;Q FIrst Floor 778 ft2 15, 6' RP2 1 90 ft2 PERMIT PLOT PLA SWI S : 523400 1 HAVE PEIRS0NALLY MEASURED THE DISTANCE Print Key : 309 . 13-1-17 FROM THE FROPER LINES TO THE Comment . Sketch PROPOS-ED TRU E(S)OR SIGN($) '?GXATIQ E -DATE E C-E 0 V OCT 0 2 2017 TOWN OF QUEENSIBURY BUILDING&CODESj 309.13-1-17 AST-000615-2017 Santiago, Jennifer & Miguel 33 Ohio Avenue Deck 192 s.f. in accordance wifh ASTM,D •703.2. -Plastic or composite ;'fit 97.3o` :Decay Plastic corn poslte deck handrails and guards,or their packaging,shall bear a;label boat'ds,,stair treads,guards and handrails coi.ltaini.ng wood that indicates compliance to ASTM D 7032 andincludes cellulosic or other biodegradable.materia.ls shall be decay z STAGGER FqS TENERS the maximum allowable span determined in accordance resistant:in accordance with ASTM.Di 7032. with A.S T Y1 D 7032. IN 2 ROWS ij R90'/.16 Ter° ike re-Is ance, "Wbeire required by Section t t 507e3a2 �Aae s�xc�d Ade�uo Plastic composite deck 315, Mastic composite deck boards, stair treads, guards = U f � boards, stair treads, guards, and handrails shall exhibit a and:handrails containin wood cellulosic or other biode- l ��' � c �� A 5'S MIN.FOR 2^8* 'DISTANCE SHALL BE PERMITTED TO g ' I• 5"MA. /� 6.5"MIA!.FOR 2 -10 BE REDUCED TO 4.5^IF LAG SCREWS flame spread index not exceeding 200 when tested in accor- gradable materials shall be termite resistant in accordance Q ® p(�"' �_ V?7.5"MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS dance with ASTM E 84 or UL 723 with the test specimen with�` .T.l�t I3 7032. ` III —II 4 'i: 44i��# d y T_ REDUCED TO THAT OF LAG SCREWS L TO ATTACH 2 X 8 LEDGERS TO 2 X 8 remaining in place during the test. 5070;05 L�vstalla A®n of plastAe composite&< Plastic com 2^MIN. li. ri fiwcelDfAono Plastic composites determined to be ,non- pos,ite deck boards, stair treads,guards and.handrails shall = ' LEDGER,� LAG SCREW OR BOLTI 314"MIN. BAND JOISTS, combustible. be installed in accordance with this code and the manufac- turer's instructions. For SI: I inch=25.4 mm. -.sLAf,erlVIeNT Or LAG St,KrCwg,fi,,NFD;60i'lj IN t..50 j.t�g DECK'LEDGER CONNEC HON N BAND J6ig1ra,b _ (Deets live brad 44 psf,deck dead load 10 wsf,snow load_<40 Psf) JOIST SPAN r. CONNECTION DETAILS 16'and less ( 6'1"tc a' ( 8'9"to 10' ( 10'1"W12' i 12'1"to 14' 1 94'1"to 16' i 16`1"to 18' ''' On-center spacing of fasteners SHEATHING �' '/2-.inch V,-inch diameter lag screw with ,-inch NOTE: SIDING maximum sheathing` ' 30 23 18 1 S l3 11 10 THIS DETAIL IS APPLICABLE '/,-inch WHERE FLOOR JOISTS ARE FLASHING FOR /,inch diameter bolt with /Z inch maximum 3b 36 34 29 24 2l 19 PARALLEL,TO DECK JOISTS. WATER TIGHTNESS sheathing '/,-inch diameter bolt with.I-inch maximum i DECKING sheathing` 36 36 2.9 24 2.1 l$ 16 ) For SI: 1 inch=25.4 mm, 1 foot=304.8 mm,1 pound per square foot=0.0479 kPa. APPROVED JOIST HANGERS a. Ledgers shall be flashed in accordance with Section R703.4 to prevent water from contacting the house band joist. b. Snow load shall not be assumed to act concurrently with live load. 2"IV11N. 0 j� 2x LEDGER WITH FASTENERS a The tip of the lag screw shall fully extend beyond the inside face of the band joist. �—� Y IN ACCORDANCE WITH TABLE 8507.2 y d. Sheathing shall be wood structural panel or solid sawn lumber. "_. f fiberboard,lumber or foam sheathing.Up to '/,-inch thickness of stacked washers e, Sheathing shall be permitted to be wood structural panel,gypsum board, r HQLt)-DWN.,DEVIGP<fVlil 750 LB.CAPACITY: shall be permitted to substitute for up to�!i inch of allowable sheathing thickness where combined with wood structural panel or lumber sheathing. FLOOR JOISTS H 4 LOCATIONS;=E DEVICE-MIN DISTRIBUTEDOLB ALONG DECK AND ONE WITHIN 24"OF EACHEND OF THE LEDGER. HOLD-DOWN DEVICES SHALL FULLY ENGAGE DECK JOIST PER HOLD-DOWN MANUFACTURER. ,� ::: { A FULLY-THREADC D,P/8"�DIAME-TI R LAG t"TABLEE 13 SCREW,PREI�€ILLED_WI MIN'-3`'PI NETRA ION MIN►IU1t1M END flND EDdE raisTtal c s A1bQ sPtac- BETWEEN Rows J�ISTB r TO CEIIITPR O TOP-PLATE,=STUDS,=OR HEADER. µ50T 2 1 ' PLACEMENT OF LAG SCREWS AND€3c3LT�Ih4 DECK LEDGERS AN �,�1� .,, ....._. 1 ' For sI: I inch=25.4 mm. TOP EDGE E30TTOM EDGE ENDS ROW SPACING } b 5 b S" er_i"Iivl�l.•liSti P". .'I( ix`:t Ledges 2 inches° I s/4 inch 2 inches 1/s inches 4oI.�iCE11IaEt+ST Cl€ L.�?4 C#�EgJItS F�13 SOL i IIiS Did -- ' TS BAND JOISTS Band Joist` , 3/4 inch ! 2 inches 2 inches 15/s inches For SI: I 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 R507.2.1(1). b. Maximum 5 inches. i c. For engineered rim joists,the manufacturer'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(1). E t t - ` 154 q1} _ 2015 INTERNATIONAL RESIDENTIAL CO20151N°PERNA T€ONAL RESIrit;uN T II-':L C'ODtw° ......., ... _ 151 O1SIS SLI ?G �➢�oJo Late;--ai, .i est c ant al, u, poris 101St eI ds at d t les spacing `oiu allowab z ,,u, .1V"axi.mum p- � -�t ��zrt , . g J �- I -- I- �� decking shall be in accordance with Table, 18507.4. bearing locations shall be provided wltlh lateral restraint to porting a cl ...g i a Wood decking shall be attached to each supporting member prevent rotation. Where 'lateral restraint is provided by with not less than /2) 3d threaded wood joist hangers or blockil /2) � ing between joists, their depth shall HOLD-DOWN OR SIMILAR i� equal not less than o0 percent of the joist depth.Where lat- TENSION DEVICE screws. $=1 I I , eral restraint is provided by rim joists, they shall be 1 ,I ��®7.�leek�ojs s.Maximum allowable spans for wood deci� secured to the end of each joist with not less than 3 '^' FLOOR SHEATHING NAILING AT 1 O ivCl joists,as shown in i figure X507.5,shall be in accordance with 3-inch x 0.12&-inch nails or 6"MA IMUM ON CENTER TO ( ) ('3) No. 10 3-inch (76 g JOIST WITH HOLD-DOWN Table'i�507.5.l;ecic joists shall be permitted to cantilever not greater than one of the actual,adjacent joist span. mm).long wood screws. ; f'j I I y� , ;r i ' I 5 I 4 . a I�.Y IIt4�9 a �6E�4� � C �. I I , 1 . i i fill II��I �: u I ' 1 E _-, 1 ztSPACING a MF-1.,,iNOisIU1 LIE!!Cr^IViGI�JOIST j Mf.r€ E/ai "Y\lE�E,s.ftI13 iVf3 ViiFV�.1.Si�G" a I' I Perperldieulare lcisi 13izgorlsi ©foist �I ; 1t/4 inch-thick wood 16 inches 12 inches I 24 inches 16 inches ; VV 2-inch-thick wood 1 Plastic composite in accordance with Section,8507.3 I _n accordance with Section 8507.3 f For SI: 1 inch=25.4 mm,1 foot=304.8 mm, 1 degree=0.01745 rad. e 45 degrees from e endicular for wood deck boards 5 Maximum angle ofperpendicular , Max g i a. I II ST DECK JOIST i r FLOOR JOIST , ,i,_ �: • ,x, �I a l I I I I I TABLE R5t37.5 0511�1C6Q a'SPANS EOR COI�i41fION LUMBER SI�CCIE�'(>i. _ t IIIIN I SI i'it If ` VI' j' SPACING®F t�kCEn l©IS"r5 WITH iScl CANTILEF/I- SPACING OF I I:CiC jOISTS WITH CANYIL Vl_R9° SPECIES, SISI (inches) Inches G 'I d- 1 i2 iG 24 i2.. iG 24 - I 1 I ' 9 0 7-7 6-8 6-8 6-8 2x6 911 _ For SI: 1 inch=25.4 mm. � 2 x 8 13-1 11-10 9-8 10-1 10-1 9-$ r' 1 Southern fine 0 -5 .14-6 14-0 11-5 _ FIGURE 507.e.3(3) p 2 x 10 16-2 14 11 - DE:CK ATTACHMENT 5014 LA T CMAL LO-AMS - I I r 18-0 16-6 13-6 18 0 16 6 13-6 2 x 12 7, 3 Douglas fir-larch 2 x 6 9-6 g$ _.._9 1. 9 5 9-5 9-1 I r g d, 2 x 8 12-6 1 SHEATHING hem-firs _ - 13-7 11-i.. 13-7 .-. I 13-7 I 11-1 d ` � I :` spruce ine-firs 2 x 10 15-8 ( _� 1... �- f I,; ' SIDING p p E ' l�®T 2 x 12 .18-0 � _. .._15-9 .. -.. _12-10 ._..._� ._ ._ 18 0 _ ) 15-9 �--- 12-10 ijal ; THIS DETAIL IS APPLICABLE _ �__— ;LASHING FOR g _ WATER TIGHTNESS ;: Redwood, 2 x 6 8 10 _-8 0.. 7 0_._...-._.. ._....5 _...-._.. _.-.. -5 5-7 WHERE FLOOR JOISTS ARE ti PARALLEL TO DECK JOISTS. l western cedars, I 2 Y 8 11-8 10-7 8 8 8 6 8 6 8-6 I - I p p _.... _ ...__.... __._.._-.... . � 1. DECKING ponderosa pine', 2 x 10 14-11 13 0 10 7 12 3 12-1. 10 7 1 red pine 2 x 12 17-5 I 15-1 I 12 4 I 16-5 15-1 12-4 t -- - I I'' ' $° APPROVED JOIST HANGERS For SI:i inch=25.4 mm, I foot=304.8 mm, 1 pound per square foot=0.0479 kPa,1 pound=0.454 kg. a. No.2 grade with wet service factor. - C 2"MIN. 2;LEDGER WITH FASTENERS �' b.Ground snow load,live load=40 psf,dead load-10 psf,L/A=360. I p° IN ACCORDANCE WITH TABLE R507.2 c. Gtound snow load,live load=40 psf,dead load=(0 psf,L/A=360 at main span,UA=180 at cantilever with a 220-pound point load applied to end. f A II kl d.Includes incising factor. I I fit F HOCD-DO, LN.DEVIC _MIN.750.LB.,CAPACITY== e. Northern species with no incising factor r II`Iii i I, FLOOR JOISTS ,AT=4_L QCAT_IONS, EVENLY DISTRIBUTED f. Cantilevered spans not exceeding the nominal depth of the joist are permitted. ALONG DECK AND ONE WITHIN 24"OF EACH .. n END OF THE LEDGER.HOLD-DOWN DEVICES SHALL FULLY ENGAGE DECK JOIST PERWALL-1- --- h Sal . BUILDING BUILDING WALL—Y-] fI HOLD-DOWN MANUFACTURER. �,--r�� r �- ter— , t i; k ; Ilfi 'II: k -_ic__ic,_iMM z . —RIM JOIST JOIST HANGER -� BEAM—:= �---JOIST HANGER JOIST HANGERfp,Ik "' —RIM J Ike k _ A FULLY THREADED 3/?AJIA" TER LAG BEAM—=�. SCREW=PREDRILLED WI MIN.'3'I PENETRATION -, `—JOIST LEDGER BOARD JOIST LEDGER BOARD TO CENTER OF..TOP�'P_.LATE;'STUDS,OR HEADER,` e SoHo ,.—POSTII For SI: 1 inch=25.4 mm, I foot=304.8 mm. OPTIONAL JOIST SPAN t JOIST SPAN FIC CANTILEVER JOISTS WITH FLUSH BEAM l�URE 1,501 2.3 2 DEC e,r*'ff-'tti".N2Mr--� �.-,on t-I-I EE1f`I_'�( A® JOISTS WITH,DROPPED BEAM dl g tl li j j - 11 4 It"-;I.ltlla IarJO%.y ; EG3aJ`3I61 uGANS INTERNATIONAL RESIDENTIAL G®®E® 2095 INT y$aMATIOIVAL RESIDENTIAL GOUE-0 153 152 2095 IN T ERN I j ;l N , c I I I P b d it y tF iv • f� III i t{�,o{I I I III V }1 ^r o70 �e'i' @=��i 'u wet" ,i�E'�mn.'Deck beams shall be ll�507°tor C n pos deck.bourn. . ''osis Shall bear On -8,50 7 ,r, _ sccy; eam hearing, The ends of 'SC7.7.1 footings in accorda;ice with Section 1 j r eel; , ��� a I attached`io decl�posts in accordance with figure.0_ g 1 n .;44C3 and Figure able spans for wood �5070 9 D .. kPosts allow p beam shall have not ,less than l /�inches (38 �, or by other equivalent means capable to resist labral dis- 14507.0.1. shall, be restrained to prevent lateral dis- "11;{'; !il II 0'/a Deck „e� �, ��/a�imum be :in accor- each joist and a tr actured post-to-beam conneciot's small placement at the bottom su ori. Such lateral restraint y 11j5 n in:T~i ure 8507.6, shall wood or metal and not less than hioflihe' placement. f� .n t p pp deck beams, as show g lies hall be fastened with mm) of bearing o.n w for the entire width. �, be sized.for the post and beam, sizes. x,11 bolts shall have shall be provided by manufactured connectors installed.in i um at 16 (76 mm) on concrete or masonry accordance with Section .14507 and the manufacturers' dance witl1 .Table 8507.6. l3ea.� inch) nails mtn m washers under the head and nut. d 3-inch %� 0.1 $ ) beam• Joist.fra.ming into the side of.a ledger board or,beam',' 'ams shall be d 'o.ist hangers. Joists bearin two rows of.l0 ( each edge.i3 g' f, `�F -e decl bea s bear direcil on foot- instructions or a minimum post embedment of 12 inches 406 mm) on center along a rove J es ourth of the shall be supported by pP ch e to the bearin to resist lateral dis-, .�cep .t, �Jhet c m y (305 mm)in surrounding soils or concrete piers. m ( o on f connected e i fitted to cantilever at each end up t shall be located on a beam shall be conn Ings in accordance with Section 1ZSC7.8.:1. Pe m ultis an beams h es of m P ent_ _ n.S lic lacem611,8Deck ns ;, z or sin le level wood-framed decks ae r� g actual beam span. p P R5 tenor ost'locations. t at in P with beams sizea in accordance with Taole.E�5C7.6,deck post 1 E'LE i�5f37.Cs size shall be in accordance with T able 8507.8. E s j�&m � SPA- E-if�ivt�I^ a E�3ir� .. Qf=C16 JCit5;SI'i1�LESS:- 3QU i-'1'G: / 1'f�JL.G dSFr'•3 � ' ' I ' I ..,..,, -.&a i �sE2l° i2 �E' 9u E�G6it S St�ECBES° S g i6 4-0 I QnCK t��i SiC ���`BiVitJbi(I4 4-6 4-3 v f I 4-10 1 {i 61'.1 5-11 5.4 r 6 2-2x6 2 59 4 8 i iiI I _ 6- 5 5 0 I 8 8-9 7-7 6-9 2-2 x 8 .6 0 10-4 9-0 8-0 7-4 6-9. 6-4 _ - . ... _. 14' _ r 7-0 2-2X10 1p p - 8-7 8-0 7.6 6 x 6 95 2-2 X 12 12-2 10-7 5_8 5.3 5-0 For SI:l foot=304.8 mm. 8 2 7-5 6.8 6"1 a. Measured to the underside of the beam. E EI Irl9I Southern,pine 3_2 X 6 - 6-8 6-4 It i I f, 9 6 8 6 7-9 7 2 , 'I,I 19 k �a Z 3-2 X 8 10 10 8-6 7-11 7 6 w #I I:1 SIC l 4 10-0 9-2 3-2 x 10 13-0 11-3 10-0 9-4 8-10 15-3 13-3 11-10 10-9 M r I 3-2 X 12 3-10 3-6 3-1 2-9 2'/z"MIN. BEAM 4-8 4-2 3 x 6 or 2-2 x 6 5-5 4.1 3-8 ( ' 5-11 5-4 4-10 4-6 APPROVED 6-10 5-1 4-8 BEAM POST CAP 3 X 8 or 2-2 x 8 5-11 5-6 III II 6-6 - 3 X 10 or 2-2 x 10 8-4 7-3 5 I 1 5-7 g 8 5 7 6 6-10 6-4 3 8 FII { 13 X 12or2-2 X 12 9- 4.6 4_2 3-11 (2)'/z"DIAMETER 6-5 5-6 4-11 THROUGH-BOLTS ? { I Douglas.fir-larch', 4 x 6 -6 5 2 4-10 € ' 5-11 5 WITH WASHERS hem-f1r', I 8-5 7-3 6-6 q ) 8 I ti 4 X 8 6-6 6-1 5- 7 spruce-pine-fie, 7-0 - 's I 7-8 I 9-I1 8-7 6 7 redwood, 4 x 10 7 0 a }' redw 7-6 western cedars, 9-I1 8 10 8-1 # DECK— DECK— stern 4 X 12 11-5 4-9 4-6 s POST NOTCH °t ponderosa pinef, 6-0 5-6 5 1 - —�� POST ia!Il , r It I 7-4 6-8 POST T,; { i pine 3-2 x 6 6-0 5-8 red pi I 8-6 7-7 6-11 6 5 9 8- 9-4 11 vs Ate- I 'j k 11 3_2 X 8 7-4 6 x g_6 710 86 . - y� {� 10-5 8 3-2 x 10 12 0 1 yy _ 9-10 12-1 10-9 9-1 13-I1 - 3_2x12 s For SI:1 inch=25.4 mm. - mm 1 pound per square foot=U.0479 kPa,1 pound=0.454 kg. ( ` Him, l foot-304.8 p L/p=180 at cantilever with a 220 pound point load applied at the end. t , - ,EG@➢6�'E�y5a1'Z,'s } For SI: 1 inch=25.4 m �� 4 load=40 psf,dead load=10 psf,L/4=360 at main span, 01Eclr R .;;M TO DECK COST .' #' I' I� r i' d snow load,live ` a. Ground b. Beams supporting deck joists from one side only. 3 i l C. No.2 grade,wet service factor. g equal to depth of joists with a flush beam condition. r r CONCRETE TYPICAL DECK �! re a I (II depth shall be greater than o q _ _ Beam > ;a POST _-/�-_ d.Bea p STEM actor. f isin I , n Ludes inc g e. T I f. Northern species.Incising factor not included. ��� x I : GRADE_ - � Ea------ — ----- 'ru�Jl '.s �''"'"T`�sI�f { _ �°Fz _ O•.'OO o.p o-�:o"oO '• C-jl��� � o� �jI III \` J �If II-` O-OO c -o'-.o o"C— '�tib 's' i�I Illry,, l�Ii JOISTS/ o TYPICAL -9 Cl) o FOOTINGI cLw� tlN • ------ u - --- Q L______ BEAM W L------ �( - �BEAM Js oPn s > lta3 _.a50✓.5.1 e POS _ PAN �,m -� BEAMS - 3� _ ., rFOO PON TV IVER. v7r,3a ,. 'xZ C C- 2v " a�; - b I OPtIONAL OPTIONAL CANTILEVER -' irt - E'u, ,�..'.`s- 9i�u.., e f � OS'�C E'��_..�a �19v..J 7• I BEAM SPAN - OPTIONAL CANtILEVER CANTILEVER _ FLUSH BEAM -,` > ' I' ' JI CANTILEVER D BEAM - ,' 1 � 'I DROPPE _� kr FIGURE R507.6 a # I I fill , h T YPECAE_DEC K BEAM SPI _ '355 � v ® i MTERNgTi�3h�§<�L 11sS1DE1.y Et.P_�O?3F �5 { I "f ,A-fIONA REST®ENTE�I-EO V101 i 2fl15 1N ®� P } ' I - - y-�- ��'` . - •:n;;, , I f t I3i,},,i'I I pkp(I,� I �, i' I` �k " Iy. #` ,.. _ s?* ERN