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scope of work . \\T.........\\ \\ aL i i /1/ / s/v_i;Lai.t.iisE,.,T;14,4-1"11-- m177= h______. : . .\ sr.1 1 i / 4 /// / ,, / c:=3 LU 0 \ ri1issr gi o m \ ate, ►- \\\ 171i t� \,\\ / // / . 1 _Rise \ ►11, / _. __._ _ . / \ \ F 301.6-2-5 AST-0476-2019 w Fitzgerald, Joseph a o 0 13 Sycamore Dr >dt TO Deck 320 s.f. o 4) F-.-,orxcn I iI i I W taN :34 N N ..ate, _ rn o av, cu 1n a3 5v+ alg L.J J N W I 11 f > in Q ❑ 1 2 11 v 1 El Q J 1 ❑ 11— J ,o , ❑ 1 m E p E E '-- © J 0 0 0 W L, lif a an au EtD m ❑ II x a © 11 z co co W O J N 1 e. N 0 1 J ICJ E H 3 l I 1 1 DI .0 - 03 Q 'Ice] 1 1 Q m U I I ca w C.7 N F• w • n o= W `O yfX1�_�M .rW�W �°8a(/) w N /.1g y0 - in Z ■ co ry ih a co io a� • -----•— ---L I- `o a U v m o m • L c i d V v 2 S v 7.1 m ram. W m � o E va' d Q 0 52 o 8 a o 1 - co am O. o Oi SMOpU!M Jof lie{N WWI 8S F-1 w ., • >>,w rsi o �o GQ-'C w <;.a—;p • V • • -- P4 ;.1.1 (N) I'V ••••• ci) 2 (r, N 10. 1 a • Ns 0 • • • • • • • • • • • • • • • • • • • • • 11. 11 • • 1:3) in 6 6 6 6 6 6 6 6 6 6 6 6 ZO in in 6 6 6 6 6 6 6 6 6 6 Co Co I„ WOO CO CO CO CO CO CO CO CO CO 03 CO 03 CO CO CO CO 03 CO CO CO CO CO CO CD CO CO 03 CO CO CO 03 C) • • • • CLI >44 csi:l- os 1-4 1/44r)- -C>t) ?cm.Ci) 4 o 0 0 .4-1 0 0 C. tr 0 e 0 W lO O O Q) r-I cV N Ig C4r O � a 50, $ +� N M C1 M M rd II w II a lA VD nt A 5C 9C 5C •ri II -� r-1 rl to II 4J 4J 4J I I I w (Li ( re Q r-f r r-1 U) U) E-4 t-1 H ' I I I 'CI X >C 9C O W W W o 124 LY, • H E-+ H ►-� II 1C PU U A w C7 E-� c44 � Cam'" 4.w04-a • i . . \ L11 \\ 1 k \ (71 ; .-. 1 ,,,. ......... 41".\\ 1 p ' - , * . ik., \ / / 's- ----1 ` i i .* \ I . \kv MEM. * * • I, I I • I I , 1 I.:...,... . I / 1 I • ...a.m......... bailiiml.mmr 1 A.•......... vmmim. „ , # . ,4 ,..k... .. 1 \( # 4\, / bl' 1 sIi,il# I 1 . # . . . I ,#77 r . ,,.. . is. , , , ,<.' i • s i v/•1 •' // *mri 4 \O / s • • 4 s ,• #' // ......,.... ,----- 4 * \ * # * 1 # • i 1 * * * , • s // v--- * ,—.... . /* 4* • * * —...... * * * I* I* V ,,...,... ., ,••••1111 . . 1 \ ' / /1 r....--........----.. ,4%)///=•.0.6./ V 7 A.II.......... , . // ! / 0.111110111K #/ / /d \„7•• f 4 / ,, v / i / \...... / / i ca\ w 0 N E-4 4.4 t E-1 • ^g1.1 cl ; 0-"McnXg 1 O eo 0 ti 1 • I�� B Exterior Wall i Rail Hand Height Sub-floor Floor Joist 1AG Plank Size Nailer /` / Hanger tr \.r \ , ------ ►.alI►11►+401►�+�1 r ^ Rim t �~� See home 4-- t'# Joistsattachment detail See handrail r ` attachment detail N`�A < E Beam Plates ,_ P o 1( AA lIJ< Post Beam Connector "o A Deck - `o Height PIII D Post t. C.R " < Metal Saddle `oo *- 7 r— min. 2" - `8 < Concrete Pier by Owner GRADE ` 4 Fin-ground depth of footer r _______I Beam 3 Ply Laminated, Rail Inside Rim A: Deck Height: 2' 6" C: Joist: 2x8 E: Beam: 3-2x8Lm B: Rail Height: 3' D: Post: 6"x6" F: In-ground depth of footer: 4' G: Plank: 1X6 .1_NiC r / I / / / / 4" MAX. / GAP / I I / / I 1 / ram- -r_ -- --- /-v!z-i / C , ' r VF".."r — �6" MAX. ---( i I I F iN i r.,(„ A 6T GRADE ° - 4" BEARING BLOCK OR CONCRETE 1 _r__ ____r Stair Cross Section A: Run: 10" C: Rail Height: 3' E: Tread: 1X6 B: Rise: 7 1/2" D: Deck Height: 2' 6" F: Riser: 1X12 Above tread PULL LIST • CUSTOMER: JOE & BETH FITZGERALD DATE: . 06/07/19 DESIGN: 16X20 REF: SALESMAN # BOB M WOOD TYPE SKU QUANTITY DESCRIPTION TREX ISLAND MIST DT-IM010616TS48 2 EA TRANSCEND SQ.EDGE 1 TREX ISLAND MIST DT-IM010620TS48 35 EA TRANSCEND SQ.EDGE 1 PRESSURE TREATED 1 21218PT 1 EA 2X12X18 #2 TREATED TREX ISLAND MIST DT-IM010812TS60 1 EA TRANSCEND 1X8 12 ' , TREX ISLAND MIST DT-IM010612TS48 3 EA TRANSCEND SQ.EDGE 1 TREX ISLAND MIST DT-IM011212TS40 2 EA TRANSCEND 1X12 12 ' , PRESSURE TREATED 1 2820PT 6 EA 2X8X10 #2 TREATED Y PRESSURE TREATED 1 2816PT 21 EA 2X8X16 #2 TREATED Y TREX ISLAND MIST DT-IM011212TS40 4 EA TRANSCEND 1X12 12 ' , PRESSURE TREATED 1 2816PT 2 EA 2X8X16 #2 TREATED Y PRESSURE TREATED 1 2820PT 2 EA 2X8X10 #2 TREATED Y PRESSURE TREATED 1 6610PT 1 EA 6X6X10 #2 TREATED Y I: I. STRESS ANALYSIS • CUSTOMER: JOE & BETH FITZGERALD DATE: 06/07/19 DESIGN: 16X20 REF: SALESMAN # BOB M MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD JOISTS 2X8 DEFLECTION 374 PSF 12" BENDING 317 PSF SHEAR 229 PSF COMPRESSION 552 PSF 229 PSF BEAMS 3-2X8LM DEFLECTION 98 PSF BENDING 89 PSF SHEAR 94 PSF COMPRESSION 545 PSF 89 PSF POSTS 6X6 STABILITY 1031 PSF BEARING 700 PSF 700 PSF TOTAL LOAD 89 PSF DEAD LOAD 10 PSF LIVE LOAD 79 PSF STRINGERS 2X12 DEFLECTION 531 PSF BENDING 359 PSF SHEAR 218 PSF COMPRESSION 800 PSF TOTAL LOAD 218 PSF DEAD LOAD 10 PSF LIVE LOAD 208 PSF , • _! iJ p; • • aI 'f' • • —1'D'o „21 5;O 8X2 IIu t\ o0 l � 1Tiii _ _ u O • (.0 Illl III! wi mi r jet 0.11 tu XI OS gWC�U eo