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Specifications -avoSs-c at4y r c\q Su:►20AcL5(. �� i STRUCTURAL CALCULATIONS FOR RECEIVED MAY 8 2018 ARBOR HEIGHTS CITY OF TIGARD BUILDING DIVISION 15 025 SW ROYALTY PARK TIGARD, OR 97224 -- COVERED DECK -- 0 PROF8f�o 444 12,187 .0 ORE ON fin ✓O ✓G�r �� 1 5. 19 �G 6',1/ E. NOFLO�` EXPIRES:12/31/18 OFFICE COPY Contents Gravity Calculations G1 -G7 Lateral Calculations L1 -L3 Contact Person: John E Nordling,PE Foundation Calculations Fl -F5 NORDLING Proj. No.: 18-132 STRUCTURAL ARBOR HEIGHTS POOL SHELTER ENGINEERS, LLC HARRISON ROYCE ARCHITECTURE 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:APR 2018 By:JEN Sheet No.: COVER . r 16A' JrQ O Ics,L 0, 0, N L T J 8 2' 0 S 0 . il mi im CD ® = gm a imi 0 w r 1 1 ;;I: til 01® 6► N iil= . W •0 --_-__--__ - I IN .... 0 r — \ 1 I \\\ — \ \, il \ i''s \Al ) 0 WIND: 20 If E3: 70 �If _ 1111 I IIII IIIIIIIIIIIIIII IIi 1 1111 WIWI 111111111 I IIII IIIII1_; ,1.3%, 27.7' 13' 303' NORDLING Proj. No.: 18-132 STRUCTURAL ARBOR HEIGHTS POOL SHEL1'hR „,,,.„ .6.. , ENGINEERS, LLC HARRISON ROYCE ARCHITECTURE 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:APR 2018 By:JEN Sheet No.: PI E. 11 r i ® // -- /7� \\ ,-- \\ 230 1 ,/ \ r \� _ / •'' /k/ 1\S1[. • �/ / \�:, /h,\ \\ (/ �'�� // v-•\ 1 \ • _ 390 I r- // ft ii ,� 6,10 1 1 I 1 1 I 1 I I L_- _ 4 --T L__., I I r- ® '� 4 T[ ® 650 c2 `--1-1— __L;---A 300 460 0 o 0o 14 cl WIND - SEISMIC NORDLING Proj. No.: 18-132 4 STRUCTURAL ARBOR HEIGHTS POOL SHELTER r,pl \> ENGINEERS, LLC HARRISON ROYCE ARCHITECTURE 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:APR 2018 By:JEN Sheet No.: P2 41 2x T4G DECKING 42 TRUSS PSP PSF W DL 15 per DL LL TW 15 25 7°2' o/c LL 25 par W DL 110 pir LL 1/5 ph" e, 9 ,�Y' I - ,- row s o,`ry� ; : 3423,fd) W (NI R DI-. 312' ib80 be.LLLLf LL 2,800 lbs ti LI 11-6" 1 ah :,,,, : r( b"x<i,r'•'i5 z ,,4.31:"rc,,_^. kJa 'ii ti„ •irs%t:f ?ivyr{ t "fy ' nn��:gl .:• i'4:xFrp�6,<y'' 7 1. i` .`!`» O�:SX ' -: 1t't , yeL '''''a -ii VJ?s ,:4,-4•�'fi .,V . ,—fYFy',i„ :s ,1 { !ir1.=y :r;, 4 �, � � 1"rrGf ?xa rt s'; ^',-? �,dc/-Ff, e`i ` o:t i�X, , ,, � =q ,*- a' j ' Iexxa� .2X6 DF-i,No.2 �., ii .j Jnrr,�`� 4 {„RS R2 RDL 33 33I LL 43 43 I 11 76 76 brg I, 0.08” 0.08" I V MAX 76 lbs Self Wt M MAX 143 ft-lbs 11 96 p f I V (co 67 lbs 1 fv 12 < tb 226 < 207 psi I 1,346 psi Si I ADL -0,02 I ALL -0.02 LL/+999 ok A n• -0.04 L/+999 'CR 1.001 Co 1,15i I C 1.00 Cf 1.30 ___ NORDLING STRIICTITRAL Proj, No.: 18-132 -,/ ENGINEERS, LLC ARBOR HEIGHTS POOL SHELTER HARRISON ROYCE ARCHITECTURE 6775 SW I I lth,Suite 200•Beaverton OR,97008 Date:APR 2018 By:JEN Sheet No.:G1 Geometry data 42 Nodes Node X Y Z Rigid Floor [in] [in] [in] 1 0.00 0.00 0.00 0 2 103.50 51.70 0.00 0 3 171.20 85.60 0.00 0 4 238.80 51.70 0.00 0 5 342.30 0.00 0.00 0 6 171.20 37.10 0.00 0 Restraints - Node TX TY TZ RX RY RZ 1 1 1 1 0 0 0 5 0 1 1 0 0 0 Members Member NJ NK Description Section Material dO dL Ig factor (in) [in] 1 1 2 Chord S4S 8x12 DFir-L_No1_beam 0.00 0.00 0.00 2 2 3 Chord S4S 8x12 DFir-L_No1_beam 0.00 0.00 0.00 3 5 4 Chord S4S 8x12 DFir-L_No1_beam 0.00 0.00 0.00 4 4 3 Chord S4S 8x12 DFir-L_No1_beam 0.00 0.00 0.00 5 2 6 Web S4S 8x8 DFir-L_No1_beam 0.00 0.00 0.00 6 6 5 Web S4S 8x8 DFir-L_No1_beam 0.00 0.00 0.00 7 1 6 Web S4S 8x8 DFir-L_No1_beam 0.00 0.00 0.00 8 6 4 Web S4S 8x8 DFir-L_No1_beam 0.00 0.00 0.00 Hinges Node-J Node-K Member M33 M22 V3 V2 M33 M22 V3 V2 TOR AXL Axial rigidity 2 0 0 0 0 1 1 0 0 0 0 Full 5 1 1 0 0 1 1 0 0 0 0 Full 6 1 1 0 0 1 1 0 0 0 0 Full 7 1 1 0 0 0 0 0 0 0 0 Full 8 1 1 0 0 1 1 0 0 0 0 Full Load data Load conditions Condition Description Comb. Category DL Dead Load No DL LL Live Load No SNOW LC1 DL+LL Yes Distributed force on members Condition Member Dirt Vail Va12 Dist1 % Dist2 % [Lb/ft] [Lb/ft] [in] [in] DL 1 Y -110.00 -110.00 0.00 No 100.00 Yes 2 Y -110.00 -110.00 0.00 No 100.00 Yes 3 Y -110.00 -110.00 0.00 No 100.00 Yes 4 Y -110.00 -110.00 0.00 No 100.00 Yes LL 1 Y -175.00 -175.00 0.00 No 100.00 Yes 2 Y -175.00 -175.00 0.00 No 100.00 Yes 3 Y -175.00 -175.00 0.00 No 100.00 Yes 4 Y -175.00 -175.00 0.00 No 100.00 Yes NORDLING Proj. No.: 18-132 STRUCTURAL ARBOR HEIGHTS POOL SHELTER ilI ENGINEERS, LLC HARRISON ROYCE ARCHITECTURE 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:APR 2018 By: JEN Sheet No.: G2 Wood Design A2 Design code: AF&PA NDS-ASD-2005 Report: Summary-For all selected load conditions Load conditions to be included in design: LC1=DL+LL Description Section Member Ctrl Eq. Ratio Status Reference Chord S4S 8x12 1 LC1 at 100.00% 0.95 OK (Eq.3.9-3) 2 LC1 at 0.00% 0.96 OK (Eq.3.9-3) 3 LC1 at 100.00% 0.95 OK (Eq.3.9-3) 4 LC1 at 0.00% 0.96 OK (Eq.3.9-3) Web S4S 8x8 5 LC1 at 0.00% 0.10 OK (Eq.3.9-1) 6 LC1 at 0.00% 0.10 OK (Eq.3.9-1) 7 LC1 at 0.00% 0.10 OK (Eq.3.9-1) 8 LC1 at 0.00% 0.10 OK (Sec.3.8) 4Ailli ,„ i" 4.4 k / 1,894 lbs = 2.3 bolts (3) bolts -ok- 4 3.1 k / 1,894 lbs = 1.9 bolts (2) bolts -ok- 2.5 k / 1,894 lbs = 1.3 bolts (2) bolts -ok- 2.5 k / 1,519 lbs = 1.6 bolts (2) bolts -ok- CONNECT W/ 543'0 M. BOLTS NORDLING Proj. No,: 18-132 STRUCTURAL ARBOR HEIGHTS POOL SHELTER J J ENGINEERS, LLC HARRISON ROYCE ARCHITECTURE 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:APR 2018 By:JEN Sheet No.: G3 , DOUBLE SHEAR BOLT CAPACITIES (PER 2005 NDS) 0 Bolt Main Member Side Member-Steel Size 5/8" 0 Member 8x12 Member 1/4" Steel Plate Root Diameter 0.526 Species DF-L#1 VGDL Species Steel A36 Fyb 45,000 Load Angle 0° Load Angle 0° #in Row (2) Thickness 7.25 Thickness 0.25 Spacing in Row 12" Width 11.25 Width 12 Row Spacing 2" E 1,700,000 E 29,000,000 Re 0.10 Fejt 5,600 Feil 58,000 Rt 29.00 Fe_l_ 3,100 Fe_1_ N.A. 4 1.000 Fe4,m 5,600 Fe.s 58,000 ki 1.13 k2 0.49 k3 7.51 Snacine Distance Edge Distance End Distance minimum 2.50" 1/D 0.40 minimum i I 4.38" minimum 0.94" minimum__ 2.50" Row Snacine minimum j 0.94" minimum j_ 0.94" 1 T'= 7,052 lbs Z'= 1,894 lbs Adjustment Factors YeildMode CD 1.15 Snow Mode lin (113-7) Z= 5,338 lbs Cm 1,00 Dry Mode Is (11.3-8) Z= 3,813 lbs Ct 1.00 T<=100° Mode Ills 01.3-9) Z= 1,648 lbs Cg 1.00 Group Action Mode IV (113-10) Z= 2,140 lbs Co 1,00 Distance&Spacing 639° { T'= 7,052 lbs Z'= 1,519 lbs Adjustment Factors Yelld Mode CD 1.15 Snow Mode Im (113-7) Z= 3,650 lbs CM 1.00 Thy Mode 15 (11.3-8) Z= 3,440 lbs Ct 1.00 T<=100° Mode III, (11.3-9) Z= 1,321 lbs Cg 1.00 Group Action Mode IV (11.3-1o) Z= 1,699 lbs CA 1.00 Distance&Spacing NORDLING Proj. No,: 18-132 5S,hRUC,rUR�L ARBOR HEIGHTS POOL SHELTER III ENGINEERS, LLC HARRISON ROYCE ARCHITECTURE 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: APR 2018 By: JEN Sheet No,: G4 43 2x T4G DECKING 44 TRUSS PSP PSF PSP PSF DL LL TW DL LL 1W 15 25 0' - 26' 15 25 1.5' / 2 1.2' •coe(45')/2 = 2.6' W DL 56 plf LL 100 plf PDL 130 lbe BEAM A3 WN), LL 202 lbe �01, zo c9 ryry, 1), 019;',.;.4m �L A3 211 II/ IIB (0,18b) II (18 ,18.6) 0 Kl s 1' (145 0):: e1 4 (1145,0) W 1 1 1 1 1 1 will RIX. 580 lbs LL 950 lbe 16.0' 93I ,, MAX AXIAL LOAD = 2000 lbs USE (2) 2x FASCIA 2.0 k / 1,844 lbs = 1.05 bolts (2) bolts -ok- 2x6 DF-L No.2 R1 R2 RDL 70 130 CONNECT W/ Sia' M. BOLTS LL 101 202 rl. 170 332 brgL 0.18" 0.35" ✓ MAX 332 lbs Self Wt M MAX 598 fl-lbs 1.96 plf ✓ (d) 284 lbs 1 fv 52 < 180 psi 1 fb 948 < 1,170 psi Si ADL -0.11 1 A LL -0.16 L/678 ok •n. -0.27 L/408 CR 1.001 I Ci, 1.001 CD 1.001 1 Cf 1.301 NORDLING Proj. No.: 18-132 STRUCTURAL ARBOR HEIGHTS POOL SHEL 1'hR J` ENGINEERS, LLC HARRISON ROYCE ARCHITECTURE 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: APR 2018 By: JEN Sheet No.: G5 Geometry data Nodes Node X Y Z Rigid Floor [in] [in] [in) 1 14.50 135.00 0.00 0 2 0.00 153.60 0.00 0 3 14.50 160.80 0.00 0 4 26.80 167.00 0.00 0 5 94.50 200.80 0.00 0 6 162.20 167.00 0.00 0 7 174.50 160.80 0.00 0 8 189.00 153.60 0.00 0 9 174.50 135.00 0.00 0 10 94.50 152.30 0.00 0 11 14.50 0.00 0.00 0 12 174.50 0.00 0.00 0 - Restraints Node TX TY TZ RX RY RZ 11 1 1 1 0 0 1 12 1 1 1 0 0 1 Members Member NJ NK Description Section Material dO dL Ig factor [in] [in] 1 2 3 Chord S4S 8x12 DFir-L_No1_beam 0.00 0.00 0.00 2 3 4 Chord S4S 8x12 DFir-L_No1_beam 0.00 0.00 0.00 3 4 5 Chord S4S 8x12 DFir-L_No1_beam 0.00 0.00 0.00 4 8 7 Chord S4S 8x12 DFir-L_No1_beam 0.00 0.00 0.00 5 7 6 Chord S4S 8x12 DFir-L_No1_beam 0.00 0.00 0.00 6 6 5 Chord S4S 8x12 DFir-L_No1_beam 0.00 0.00 0.00 7 1 10 Web S4S 8x8 DFir-L_No1_beam 0.00 0.00 0.00 8 10 6 Web S4S 8x8 DFir-L_No1 beam 0.00 0.00 0.00 9 9 10 Web S4S 8x8 DFir-L_No1_beam 0.00 0.00 0.00 10 10 4 Web S4S 8x8 DFir-L_No1_beam 0.00 0.00 0.00 11 1 3 Col S4S 8x8 DFir-L_No1_beam 0.00 0.00 0.00 12 9 7 Col S4S 8x8 DFir-L_No1_beam 0.00 0.00 0.00 13 1 11 Col S4S 8x8 DFir-L_No1_beam 0.00 0.00 0.00 14 9 12 Col S4S 8x8 DFir-L_No1_beam 0.00 0.00 0.00 Hinges Node-J Node-K Member M33 M22 V3 V2 M33 M22 V3 V2 TOR AXL Axial rigidity 3 0 0 0 0 1 1 0 0 0 0 Full 8 1 1 0 0 1 1 0 0 0 0 Full 9 0 0 0 0 1 1 0 0 0 0 Full 10 1 1 0 0 1 1 0 0 0 0 Full 11 1 1 0 0 1 1 0 0 0 0 Full 12 1 1 0 0 1 1 0 0 0 0 Full NORDLING Proj. No.: 18-132 STRUCTURAL ARBOR HEIGHTS POOL SHELTER ENGINEERS, LLC HARRISON ROYCE ARCHITECTURE 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:APR 2018 By:JEN Sheet No.: G6 Load data Load conditions Condition Description Comb. Category DL Dead Load No DL LL Live Load No SNOW LC1 DL+LL Yes Load on nodes Condition Node FX FY FZ MX MY MZ [Lb] [Lb] [Lb] [Lb*ft] [Lb*ft] [Lb*ft] DL 2 0.00 -130.00 0.00 0.00 0.00 0.00 8 0.00 -130.00 0.00 0.00 0.00 0.00 LL 2 0.00 -202.00 0.00 0.00 0.00 0.00 8 0.00 -202.00 0.00 0.00 0.00 0.00 Distributed force on members Condition Member Dirt Vail Va12 Dist1 % Dist2 % [Lb/ft] [Lb/ft] [in] [in] DL 1 Y -56.00 -56.00 0.00 No 100.00 Yes 2 Y -56.00 -56.00 0.00 No 100.00 Yes 3 Y -56.00 -56.00 0.00 No 100.00 Yes 4 Y -56.00 -56.00 0.00 No 100.00 Yes 5 Y -56.00 -56.00 0.00 No 100.00 Yes 6 Y -56.00 -56.00 0.00 No 100.00 Yes LL 1 Y -100.00 -100.00 0.00 No 100.00 Yes 2 Y -100.00 -100.00 0.00 No 100.00 Yes 3 Y -100.00 -100.00 0.00 No 100.00 Yes 4 Y -100.00 -100.00 0.00 No 100.00 Yes 5 Y -100.00 -100.00 0.00 No 100.00 Yes 6 Y -100.00 -100.00 0.00 No 100.00 Yes Wood Design Design code: AF&PA NDS-ASD-2005 Description Section Member Ctrl Eq. Ratio Status Reference Chord S4S 8x12 1 LC1 at 100.00% 0.04 OK (Sec.3.4) 2 LC1 at 0.00% 0.11 OK (Sec.3.4) 3 LC1 at 37.50% 0.05 OK (Eq.3.9-3) 4 LC1 at 100.00% 0.04 OK (Sec.3.4) 5 LC1 at 0.00% 0.11 OK (Sec.3.4) 1 6 LC1 at 37.50% 0.05 OK (Eq.3.9-3) Col S4S 8x8 11 LC1 at 0.00% 0.03 OK (Sec.3.6.3) 12 LC1 at 0.00% 0.03 OK (Sec.3.6.3) 13 LC1 at 0.00% 0.16 OK (Eq.3.9-3) 14 LC1 at 0.00% 0.16 OK (Eq.3.9-3) Web 7 LC1 at 0.00% 0.16 OK (Eq.3.9-1) 8 LC1 at 0.00% 0.03 OK (Eq.3.9-1) 9 LC1 at 0.00% 0.16 OK (Eq.3.9-1) 10 LC1 at 0.00% 0.03 OK (Eq.3.9-1) NORDLING Proj. No.: 18-132 r, , STRUCTURAL ARBOR HEIGHTS POOL SHELTER ii, If ENGINEERS, LLC HARRISON ROYCE ARCHITECTURE 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:APR 2018 By: JEN Sheet No.: G7 ASCE 7.10 Wind Force Standard Wind Speed: 120 mph Exposure: B Mean Height(h): 18'-0" Width(x): 30'-0" Topographic Feature: Homogeneous Length(y): 30'-0" Height of Hill(h) 0 ft Crest Length(Lb) 0 ft qh : 18.97 psf-LRFD Crest to Structure Dist(x) 0 ft --• 1 1 1 X IIY Ka: 0.85 Ki : 0.00 Cp: 0.80 0.80 windward K,,t : 1.00 K2 : 0.00 Cp: -0.50 -0.50 leeward Ks : 0.00 - Gust: 0.87 0.87 'Wal Loads -► 11x I IIY 4 I ASD Leeward qh * Cp * Gust = -4.9 psf I qh * Cp * Gust = -4.9 psf Windward la qz* Cp * Gust Total I qz* Cp * Gust Total 20'-0" 0.624 8.1 psf 13.1 psf I 8.1 psf 13.1 psf 15'-0" 0.575 7.5 psf 12.4 psf I 7.5 psf 12.4 psf 'Roof Loads I --► I I X I IIY l Wind Force Perpendicular to Ridge Pitch 6/12 Angle of Pitch 26.6 qz: 11.4 psf ASD h/Ly 0.600 h/Lx 0.600 Wind Pressures windward leeward windward leeward Normal to Roof Cp 0.17 -0.60 Cp 0.17 -0.60 Slope q: 1.7psf -5.9psf q: 1.7psf -5.9psf Horizontal Force applied at cave line Horizontal Force applied at cave line Horiz outward inward total outward inward total Dist (plf) (plf) (plf) (plf) (p10 (plf) 15'-6" I 13.2 -45.8 591 I 13.2 -45.8 591 NORDLING Proj. No.: 18-132 STRUCTURAL ARBOR HEIGHTS POOL SHELTER ENGINEERS, LLC HARRISON ROYCE ARCHITECTURE 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:APR 2018 By:JEN Sheet No.:LI SGS arthquake Hazards Program ASCE 7-10 Standard Lat: 45°24'35.7"N Ss and Si=Mapped Spectral Acceleration Values Long: 122°47 29.29" W 15099 SW Royalty Pkwy,Tigard,OR 97224 Ground Motion Ss 0.956 Si 0.420 Occupancy Category II Cantilevered Column Systems Site Class D R 2.5 ‘,(),, Importance Factor 1.00 Height of Structure 20.0 ft Structural Period T 0.189 Site Coefficients Ct 0.020 Fa 1.12 x 0.75 Fv 1.58 Cs SDs I/R 0.285 SMs Fa* Ss 1.068 Cs Max SDs I/T R 0.936 SMI F, * Si 0.664 Cs MIN 0.044 SDs I 0.031 SDS (2/3)SMS 0.712 I V Cs* WP 0.285 WP SD! (2/3)SMi 0.442 IASD =V* 0.7 0.199 WP I Seismic Design Category SDC D El Roof 0.199 * 15 psf * 30.3 ft = 91 plf E2 Roof 0.199 * 15 psf * 16.4 ft = 49 p1f E3 Roof 0.199 * 15 psf * 23.4 ft = 70 plf NORDLING Proj. No.: 18-132 STRUCTURAL ARBOR HEIGHTS POOL SHELTER ENGINEERS, LLC HARRISON ROYCE ARCHIFECTtTRE 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:APR 2018 By: JEN Sheet No.:L2 • ® COLUMNS m COLUMNS 0 COLUMNS • P A2 DL l,680 lbs P A2 DL 1b80 Iba P A4 DL 580 lbs LL 2,800 lbs LL 2,800 lbs 1 LL 950 lbs ,.,._____ i V 355 ibs V 325 lbs V 15$ lbs 1060 lbs /3 columns 650 lbs /2 columns230 lbs/2 columns Q Q 0-) di 61 N . 8x8 DF-L No.1 8x8 DF-L No.1 8x8 DF-L No.1 R1 R2 R1 R2 R1 R2 RDL 0 0 I RDL 0 0 RDL 0 0 LL 355 0 I LL 325 0 LL 115 0 I, 355 0 m 325 0 TL 115 0 ✓ MAX 355 lbs V MAX 325 lbs I V MAX 115 lbs M MAX 3,195 ft-lbs M MAX 2,925 ft-lbs M MAX 1,466 ft-lbs ✓ (d) 355 lbs ( V (d) 325 lbs 1 I V (d) 115 lbs 1 fv 9 < 226 psi Ifv 9 < 226 psi I fv 3 < 226 psi 1 fb 545 < 1,596 psi fb 499 < 1,596 psi fb 250 < 1,596 psi Eq.3.9-3 0.42 < 1.0 Eq.3.9-3 0.39 < 1.0 Eq.3.9-3 0.18 < 1.0 S1 S1 S1 A DL 0.00 A DL 0.00 ' A DL 0.00 ALL -035 ALL -0.32 ALL -033 L/306 ( L/334 L/470 ok I ok I ok A it, -0.35 I A iL -0.32 f A rL -0.33 CR 1.00E Cv --- CR 1.001 1 Cv ---1 CR 1.00 I Cv CD 1.331 CF 1.00 CD 1.331 I CF 1.001 I CD 1.33 I Cr 1.001 CL 1.001 I I CL 1.001 I I CL 1.001 I Axial Dead Load 1,680 lbs I Axial Dead Load 1,680 lbs I Axial Dead Load 580 lbs Live IAad 2,800 lbs Live Load 2,800 lbs Live Load 950 lbs Total Load 4,480 lbs 1 I Total IAad 4,480 lbs I Total Load 1,530 lbs H(ft) K H(ft) K H(ft) K b 7.50 9.00 2.0 b 7.50 9.00 2.0 I I b 7.50 12.75 2.0 d 7.50 9.00 2.0 d 7.50 9.00 2.0 d 7.50 12.75 2.0 fc 80 < 487 psi I fc 80 < 487 psi 1 1 fc 27 < 269 psi "Fell 1,000 psi Cr 0.49 Fc 11 1,000 psi Cr 0.49 Fe II 1,000 psi Cr 0.27 E 1,600 ksi CD 1.00 E 1,600 ksi CD 1.00 E 1,600 ksi CD 1.00 Cm 1.00 Cm 1.00 Cm 1.00 CF 1.00 CF 1.00 CF 1.00 n .' ii &-Colli re I.of _ I�enlltn�&�.�gw�rC`ssjori' . " g" Compre , =Y . ,�„-ar ,Be'II° l , ,I ,I'' " to; FbE 25,558,252 psi 0.00 FbE 25,558,252 psi 0.00 FbE 25,558,252 psi 0.00 FcEl 579 psi 0.14 FcEl 579 psi 0.14 FcEl 289 psi 0.09 FcE2 579 psi 0.14 FcE2 579 psi 0.14 FcE2 289 psi 0.09 NORDLING Proj. No.: 18-132 STRUCTURAL ARBOR HEIGHTS POOL SHELTER J ENGINEERS, LLC HARRISON ROYCE ARCHITECTURE 6775 SW 111th,Suite 200•Beaverton OR,97006 Date:APR 2018 By:JEN Sheet No.: L3 0 RETAINING WALL 6'-6' EXPOSED I-IEIGHT ;.irlt.""""il-4 v't:t.•,....k Si-1„O'r,i÷j,:rt:,,i:,::.. :110°' 00 X0oo :: Cf'oo ,o 5,,o oor•,, i. •,••�3e r. i::::::::.. SOIL SEARING PRESSURE: 1500 per EQ. ACTIVE FLUID: 35 per .:'.;::;::::..;1'..;k: PASSIVE PRESSURE: 150 per WEIGI-IT OF SOIL: 110 p.r ' '' WE IGNT OF CONCRETE: 145 per .. ::, COEFFICIENT OF FRICTION: 0.35 _ it ts • _ ,',s: r.�� ji. : 1• I5J..1;. r~ ` i�i`��,' `:{':''` : 3.3' :- iN ig 0 • . 1 ': 0.8' 3.3' [ 01..i.E.:A IL 421 NORDLING Proj. No.: 18-132 t • STRUCTURAL ARBOR HEIGHTS POOL SHELTER \> J ENGINEERS, LLC HARRISON ROYCE ARCHITECTURE 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: APR 2018 By: JEN Sheet No.:Fl 0 RETAINING WALL. 61-6' EXPOSED HEIGHT 11664:1erm qwiffilvioapArrillio, ,*,,,,, ,pv1,-; rvoiviwveg,,,:i.,; iO4-Togy.. .pvii:1 ilait-061Z-Ftxrcl4Fe:e1,14.:!!:471,y ,.0 1,,,AR1/4.,. ..W4Yri,ets:;g1-. 5%- ,.4 :i•"t,,,'evi:1442 -i..,„,,i-m-r.4-4.Pia$,.--4'-',. *A4'.4=. tVi...A.1,,i*,.. .,,. Wall Height 6-8" 6.67' Allowable S.B.P. 1,500 psf Resulant 3,174 lbs Retained Height 6-8" 6.67' Active Lateral 35 pcf result eccentricity 4.74 in Base Wall Width 8" 0.67' Passive Lateral 150 pcf Pres sure @Toe 1,264 psf Weight of Soil 110 pcf Pressure @Heel 323 psf Toe Width 9" 0.75' Friction Coefficient 0.35 0.84 Heel Width 39" 3.25' Backfill Slope 0 :1-Level Pressure @Toe Face 1,087 psf Width 4'-0" 4.00' Soil To Neglect 0.00' Pressure AHeel Face 931 psf Eq ALP 35.0 pcf Footing Depth 10" 0.83Internal Friction Ang 311' [,,(NtootINA Height 0.00' 3,33' 6.67' Key Width 8" 0.67' Key Depth 12" 1.00' Bar #4 #4 #4 Key Location 40" 3.33' Spacing 12" o/c 12" o/c 12" o/c Key Loc+Key Width 4'-0" dev len 6.00' req'd d 9.00" Soil Cover over Toe 8 0.67' A,,Utin2\ 0.196 0.196 0.196 fc 3,000 psi Bar Depth 5.75" 5.75" 5.75" ''',a4niViilifiaitilP.;:tAPNIAIMMIA 4•V Z _ ->•',---4-;;IA- ,,-, !,,:i.;e-•,:', 40-i'Z.:A.1,--.Ah!`,ITh4,- Fy 60,000 psi Cover 200" 2.00" 200 Vertical Dead Load plf Min.As Percent 0.0014 Vertical Live Load plf Unit Weight 145 pcf Force(lbs) 1,266 331 0 Surchage Load Rebar Cover @ Toe 3.00 in Mu(ft-lbs) 2,926 367 0 Seismic Load Rebar Cover A lIeel 3.00 in Earth Earth Inside epMn(ft-lbs) 4,902 4,902 4,902 0.60 0.07 0.00 Vertical Force Dist Vu(psi) 18.3 4.8 0.0 lbs feet 4Vn(psi) 93.1 93.1 93.1 Wall 644 1.08 0.20 0.05 0.00 Footing 483 2.00 .z1.,_.., , _,:iei---,Ai:kw ,,, ,,. ,,owft,14,,yq:„,..191.,.„74.7-$.A Key 97 3.67 111)110-V t901-0-',0j014!V'',. "-L74, 471,:r.i,tt,,,t''',-t,' .:-:."''.L Soil over Heel 1894 2.71 Toe Heel Sloped Soil over Heel 0 0.00 Reinforcing #4 #4 Soil over Toe 55 0.38 Spacing 24" o/c 18" ole in o/c Vertical Component 0 0.00 Area 0.098 0.131 Total 3,174 lbs Depth d 6.75 6.75 Horizontal(base-top) lbs lbs M<S Fr: Toe Reinf Not Reg'd Active Pressure 984 0 Passive Pressure 469 -x- Longit. I (4) #4 I As 0.784 > 0.672 in 2 ,,t V`s-,1 040Y4WWNIV;POCVN, Active Soil Pressure 984 lbs Factored Pres sures 1,769 453 psf Passive Soil Pressure 469 lbs at Face of 1,522 1,303 psf Resisting Force 1,111 lbs Mu:Upward 474 2,456 ft-lbs Factor of Safety 1.60 Mu:Downward 257 3,990 ft-lbs Mu :Design 217 1,534 ft-lbs '1,044116 - 704FP.e *VA -,-,-------i,., -*': e,' ,`,"fit-t`,- A,'':,,,kttION:"- :/ ',0 (IpMn : 2,934 3,894 ft-lbs Resisting Moment 7,639 ft-lbs Overturning Moment 2,545 ft-lbs Actual Vu 8.6 6.8 psi Factor of Safety 3.00 AllowalbeiWn 93.1 93.1 psi NORDLING Proj. No.: 18-132 STRUCTURAL ARBOR HEIGHTS POOL SHELLER \> Ay ENGINEERS, LLC HARRISON ROYCE ARCHITECTURE 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:APR 2018 By:JEN Sheet No.: F2 ® RETAINING WALL riaii":"... 41,4.+.flit• omi I:::.. 000oto CoTOcPne 1° ° 0 op (r _. ., SOIL BEARING PRESSURE: 1500 per EQ. ACTIVE FLUID: 35 per ::::::;:::;::1:,:: PASSIVE PRESSURE: 150 per _ ';; ,. I--. WEIGHT OF SOIL: 110 per " WEIGHT OF CONCRETE: 145 per _ ".s: `;I COEFFICIENT OF FRICTION: 0.35 S 11 .: ;1:: ..::.1. .✓' ''`''`''`''`''�''`''`''`''`' 1 \�; . 'TOE' 1. 'WIDTH' 4 DETAIL 63 )'a1'-0. NORDLING Proj. No.: 18-132 STRUCTURAL ARBOR HEIGHTS POOL SHELTER/l .t ... ENGINEERS, LLC HARRISON ROYCE ARCHITECTURE 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:APR 2018 By: JEN Sheet No.: F3 0 RETAINING WALL 5'-6' EXPOSED HEIGHT ...s=.,, ..,;;,";a: 5 .�;,•, -ax.. sq'. r.s '.;?. _ -*:, - .�sem: - +'.t..:�•�c': - _ yL, ,�..;L:�„ �'-"�° •�:�'�' irc=:f .. %gas",. .�.�,"'. s�'"�` -�' ...a*+�,.''' k l�Cl( - t� .,d..tA '� ,es 's`' sg.` wdd; �y0'd .'v '" f-YY t^. ,', -it '•�,•�.-'y=^. ^'# ,9 :'�7�.'' ;';'pW ai`3;.�„ :olt, 7:6.< S-f{ lu ,4>.s,,o...� �t,�a sk. '.sit3i:�S.�.s�ret7!+1tr.gR �.<^sOMO. ":Y .. .. .:.,..Az,x,,..,�,,,4,z,^,'" a 9 ¢ d � E" ly�a#•`* ,.., °d. Wall height 5'-8" 5.67' Allowable S.B.P. 1,500 psf Resulant 2,696 lbs Retained Height 5-8" 5.67' Active Lateral 35 pcf result eccentricity 4.31 in Base Wall Width 8" 0.67' Passive Lateral 150 pcf Pressure @Toe 1,037 psf Weight of Soil 110 pcf Pressure @Heel 311 psf Toe Width 9" 0.75' Friction Coefficient 0.35 0.69 Heel Width 39" 3.25' Backfill Slope 0 :1-Level Pressure @Toe Face 901 psf Width 4'-0" 4,00' Soil To Neglect 0.00' Pres sure @Heel Face 780 psf Eq ALP 35.0 pcf Footing Depth 10" 0.83' Internal Friction Ang 31.1° f2 3 I I .; VM 3= a 'Pi A Height 0.00' 2.83' 5.67' Key Width 0.00' Key Depth 0.00' Bar #4 #4 #4 Key Location 0.00' Spacing 12" o/c 12" o/c 12" o/c Key Loc+Key Width 0'-0" dev len 6.00" req'd d 9.00" Soil Cover over Toe h ' . . . .. a �. 1^ x.0,100 , 2 8 0,67 : if_0 9.,,Alq,s ; i,.. .", ,1 :..; Area(in) 0.196 0.196 0.196 fc 3,000 psi Bar Depth 5.75" 5.75" 5.75" .�I fil,T3-, : t`•: t?t'` ;€-u, u;fi' , 1" .`;,`. Fy 60,000 psi Cover 2.00" 2.00" 2.00 Vertical Dead Load plf Min.As Percent 0.0014 Vertical Live Load plf Unit Weight 145 pcf Force(Ibs) 899 239 0 Surchage Load Rebar Cover @ Toe 3.00 in Mu(ft-lbs) 1,792 226 0 Seismic Load Rebar Cover A Heel 3.00 in Earth Earth Earth _ OMn(ft-lbs) 4,902 4,902 4,902 1 � :< '� dfib i'1.7.1C 01 `;t: 0.37 0.05 0.00 Vertical Force Dist Vu(psi) 13.0 3.5 0.0 lbs feet OVn(psi) 93.1 93.1 93.1 Wall 548 1.08 0.14 0.04 0.00 Footing 483 2.00 Key 0 0.00 "1:�4At>:r x ^ `, . t' r.- �07"` ^.v;..) { " , Soil over Heel 1610 2.71 Toe Heel Sloped Soil over Heel 0 0.00 Reinforcing #4 #4 Soil over Toe 55 0.38 Spacing 24" o/c 18" o/c in o/c Vertical Component 0 0.00 Area 0.098 0.131 Total 2,696 lbs Depth d 6.75 6.75 Horizontal(base-top) lbs lbs M<S Fr: Toe Reinf Not Req'd Active Pressure 739 0 Passive Pressure 169 -x- Longit. I (4) #4 I As 0.784 > 0.672 in' j'!.000.1;• ,MA$_';..'�:r:r„t {`',z C;'d ft,t,{k a.p Active Soil Pressure 739 lbs Factored Pressures 1,452 435 psf Passive Soil Pressure 169 lbs at Face of 1,262 1,092 psf Resisting Force 944 lbs Mu:Upward 391 2,183 ft-lbs Factor of Safety 1.50 Mu:Downward 257 3,476 ft-lbs Mu :Design 133 1,293 ft-lbs --'yr;.�,'w.}'r,`4; `;:'• .=a ;..=, �,:•:,- ..,.':.-`en.:,.� * --;�,. :iv{a;,kr ro V(�t$f;'C�.Il16T11',��s:4anF� W.,''t,i ate'x k .'�'s art?' avg� (fNln: 2,934 3,894 ft-lbs Resisting Moment 6,111 ft-lbs Overturning Moment 1,686 ft-lbs Actual Vu 6.8 6.0 psi Factor of Safety 3.62 Allowalbe 4Vn 93.1 93.1 psi NORDLING Proj, No.: 18-132 ARBOR HEIGHTS POOL SHELLER STRUCTURAL ENGINEERS, LLC HARRISON ROYCE ARCHITECTURE 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:APR 2018 By:JEN Sheet No.: F4 ® RETAINING WALL WIO�'si�-,� .',a��n`��,�.a' i'3;,« 4A,�'�� ..�'eV. �t', ,�,. .. :- .� .. �,�'r ....��.�� k'�.��.. Nuc. ` rta4 ,�..�p�,� N�r�,,��-�1��',� ;lr".,:.�';. .�- '�r�+�is �.3V" Wall Height 4'-8" 4.67' Allowable S.B.P. 1,500 psf Resulant 1,791 lbs Retained Height 4'-8" 4.67' Active Lateral 35 pcf result eccentricity 4.58 in Base Wall Width 8" 0.67' Passive Lateral 150 pcf Pressure @Toe 1,053 psf Weight of Soil 110 pcf Pressure @Heel 141 psf Toe Width 6" 0.50' Friction Coefficient 0.35 0.70 IIeel Width 30" 2.50' Backfill Slope 0 :1-Level Pressure @Toe Face 901 psf Width 3'-0" 3.00' Soil To Neglect 0.00' Pressure a,Heel Face 698 psf Eq ALP 35.0 pcf Footing Depth ]0 0.83' Internal Friction Ang 31.1° , -u le _ -„.j3 MV-Vi- 4q4 , v Height 0.00' 2.33' 4.67' Key Width 0.00' Key Depth 0.00' Bar #4 #4 #4 Key Location 0.00' Spacing 12" o/c 12" o/c 12" o/c Key Loc+Key Width 0'-0" dev len 6.00" req'd d 9.00" .?t. ,-4. u.4,. o.va 4 ; ii&W. t.Y;.: .: Area z 0.196 Soil Cover over Toe 8" 0.67' fSfffIc ,K Riti,i , $,4, 4,„-i rc>°, '{ (in ) 0.196 0.196 fc 3,000 psi Bar Depth 5.75" 5.75" 5.75" ,910. ,r' ' a, r @ . l t Fy 60,000 psi Cover 2.00" 2.00" 2.00" Vertical Dead Load plf Min.As Percent 0.0014 Vertical Live Load plf Unit Weight 145 pcf Force(lbs) 591 162 0 Surchage Load Rebar Cover @ Toe 3.00 in Mu(ft-lbs) 995 126 0 Seismic Load Rebar Cover @ Heel 3.00 in Earth Earth Earth 0/In(ft-lbs) 4,902 4,902 4,902 rampftglityroo44-'4=44, .*,:f4-4'4 0.20 0.03 0.00 Vertical Force Dist Vu(psi) 8.6 2.3 0.0 lbs feet cVn(psi) 93.1 93.1 93.1 Wall 451 0.83 0.09 0.03 0.00 Footing 363 1.50 Key 0 0.00 gAPJ 1, f 9 tl me It:�, .��`ts�.� '' - . ::,.,'2" Soil over Heel 941 2.08 Toe Heel Sloped Soil over Heel 0 0.00 Reinforcing) #4 #4 Soil over Toe 37 0.25 Spacing 24" o/c 18" o/c in ole Vertical Component 0 0.00 Area 0.098 0.131 Total 1,791 lbs Depth d 6.75 6.75 Horizontal(base-top) lbs lbs M<S Fr: Toe Rein!Not Req'd Active Pressure 529 0 Passive Pressure 169 -x- Longit. I (3) #4 I As 0.588 > 0.504 in2 Active Soil Pressure 529 lbs Factored Pressures 1,474 198 psf Passive Soil Pressure 169 Ibs at Face of 1,261 978 psf Resisting Force 627 lbs Mu :Upward 175 769 ft-lbs Factor of Safety 1.50 Mu:Downward 89 1,492 ft-lbs Mu :Design 86 723 ft-lbs 044 t^±f " 2 A. WO"` tliMn: 2;934 3,894 ft-lbs Resisting Moment 3,058 ft-lbs Overturning Moment 1,055 ft-lbs Actual Vu 4.6 4.6 psi Factor of Safety 2.90 Allowalbe 4Vn 93.1 93.1 psi NORDLING Proj, No.: 18-132 11 STRUCTURAL ARBOR HEIGHTS POOL SHELTER JJ A in) ENGINEERS, LLC HARRISON ROYCE ARCHITECTURE 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:APR 2018 By:JEN Sheet No.: F5 • tc),,--_st_1/4 cs, ,, . . ,,„••••- PREVAIL ttt MULTIFAMILY SIDING PRODUCTS Lap Siding ILIJLIVCL , I INSTALLATION REQUIREMENTS-PRIMED AND FACTORY BUILT COLOR T AIE,D� PRODUCTS EFFECTIVE FEBRUARY 2010 SMOOTH ° TEXTUREi3�'� IMPORTANT:FAILURE TO INSTALL AND FINISH THIS PROD II�AdCAIRthAdtt1 H APPLICABLE BUILDING CODES AND • THE MANUFACTURER'S WRITTEN APPLICATION INSTR IMMO I , %:'►ONAL INJURY,AFFECT SYSTEM • PERFORMANCE,VIOLATE LOCAL BUILDING CODES,AND VOID T -• UCT ONLY WARRANTY. • STORAGE& HANDLING: CUTTING INSTRUCTIONS Store flat and keep dry and covered prior to installation, 1.P�Rp�g station so that wind will blow dust away from user 1.CINDOORS using score and snap,or shears(manual,electric or pneumatic). Installing siding wet or saturated and others in working area. 2.Position cutting staton in well-ventilated area may result in shrinkage at butt 2.Use one of the following methods: joints,Ca tanks on a.Best i.Score and snap j � edge.p g a.Shears(manual,electric or pneumatic) -NEVER use a power saw indoors Protect edges and corners from b.Better: I Dust reducing circular saw equippedwith a -NEVER use a dreular saw blade that does not cony the Haniiebiade saw blade trademark e. breaks The manufacturer is not Hardiebadeulsaw blade and NE Avacuumextraction -NEVER drysweep—Use wet suppression orHEPA Vacuum g c.Good: i.Dust reducing circular saw with a Hardieblade saw blade responsible for damage caused by (only use for low to moderate cutting) improper f ye�-�, Important Note:For maximum protection(lowest respirable dust production),the manufacturer recommends always using'Bed-level sitting methods where feasible. storage and ��.�' handlingof the �`�" NIOSH-approved respirators can be used in conjunction with above outdo practices to further reduce dust exposures.Additional exposure information is available at wuw.prevarlsiding.com to help you determine the most appropriate cuthng method for your job requirements.If concern ptg exists about exposure levels or you product. \,1 --" do not comply with the above practices,you should always consult a qualified industrial hygienist or contact the manufacturer for further information. SD063105 GENERAL REQUIREMENTS: (For elevations of 4000 ft and aboveplease refer to page 4 for specific requirements) • Prevail lap siding can be installed over braced wood or steel studs spaced a maximum of 24 o.c.sheathing*.Irregularities in framing and sheathing can mirror through the finished application. •Prevail."'lap siding can also be installed over foam insulation/sheathing up to 1'thick.When using foam insulation/sheathing,avoid over-driving nails (fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing.Extra caution is necessary if power-driven nails(fasteners)are used for attaching siding over foam insulation/sheathing, • A water-resistive barrier is required in accordance with local building code requirements, The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements.The manufacturer will assume no responsibility for water infiltration. • Install Prevailui products with a minimum 6"clearance to the finished grade on the exterior of the building or in accordance with local building codes if greater than 6"is required(fig.3). • Maintain a 1"-2"clearance between PrevaiP products and roofs,decks,paths, steps and driveways(figs.4,5&6). • Maintain a 1/4"clearance between Prevailw products and horizontal flashing(fig.7). • Ensure gutters have end caps.Maintain a minimum 1"gap between end caps and siding FI �� Double Wall Single Wall I &trim(fig.8). 9 Construction Construction • Install kickout flashing at roof-wall junctions(fig.9). water-resistive barrier let-in bracing • Adjacent finished grade must slope away from the building in accordance with local or 24"o.c.max. building codes-typically a minimum of 6"in the first 10'. OSB sheathing • Do not install Prevail'!"products,such that they may remain in contact with - standing water. ;_: • PrevailTM lap siding must be installed on vertical wall applications only. ,`•• ; • DO NOT use stain on Prevail'products. . . • For larger projects,including commercial and multi-family projects,where the span of the wall is ;. x significant in length,the designer and/or architect should take into consideration the coefficient of Als , thermal expansion and moisture movement of the product in their design.These values can be rr 6 found in the Technical Bulletin Characteristics of James Hardie®Siding Products"at www.JamesHardie.com. `. • INSTALLATION: JOINT TREATMENT3 I (Required for Factory Built Color Finish,Recommended for Primed product) It is not recommended to use caulk at field butt Joints. Figure 2 water-resistive st d barrier 01" t ,r / A //yi/� � from 041 plank..p a' ''0Joint flashing'" Ii 8"fromo• Xr °/'plankedgestive oo /44.,: i.. ;oj, • w�IBbarrier install planks in 1 0 o x ry moderate contact j o o Xe" • fastener '0000 i oo0 Install a 11/4"starter strip to I ,0• .,6o ensure a consistent plank angle I o • Install factory finished edges together at butt joints, leave appropriate gap between planks and trim,then caulk"" "As required by local building code "'Apply caulk in accordance with caulk manufacturers written application instructions. WARNING:AVOID BREATHING SILICA DUST Prevailn products contain respirable crystalline slica,which is known to the State of California to cause cancer and is considered by IARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called silicosis,and has been linked with other diseases.Some studies suggest smoking may increase these risks. During installation or handling:(1)work in outdoor areas with ample ventilation;(2)use fiber cement shears for cutting or,where not feasible,use a Hardiebladew saw blade and dust-reducing circular saw attached to a HEPA vacuum;(3)warn others In the Immediate area;(4)wear a properly-fitted,NIOSH-approved dust mask or respirator(e.g.N-95)in accordance with applicable government regulations and manufacturer Instructions to further limit respirable silica exposures. During clean-up,use HEPA vacuums or wet cleanup methods-never dry sweep. For further information,refer to our Installation instructions and Material Safety Data Sheet available at www.prevailsiding.com or by calling 1-877-238-7526. FAILURE TO ADHERE TO OUR WARNINGS,MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. saaam PR1008-P1/4 7/10 RECEIVED ' ','-':'':':;*vi4.''fl,e':,4'., , ,,,, ",,.,,,,,,.,.,,,,,,,,,:tt,.:‘,i,,,i,-,,,,..,.44:,.:*,, ,,:,,,,: .-4,A,-:, .1 ,....,'1 _ iiklimilliv--- --dling.imm- ,,.. -,t ,...,7.--"'"'---ii,-FRii•-, ;'. -. , tri,, „.,„_ . ,....: „,. .,._._,..,..,,,,,,-;--7,..„.._, _,,, „., _. .. 1,:, ..._._ � 1 4.-. .11 Ill _..it , BUILDING DIVISION , z:v.."W'=''X', • Ng 0.. !wqrtunteloot i:";..)',...,,, ;,17::'',kii'tfio~“I I:.:'"V:t. ' ''.., -: ''''' lt;ii$:.•--,.''. ,‘,.24 • • ...\,‘,,,,,,,.:,•===,-,...•t ---":=,...',t ••. -'? '24 CP ---;'- : • -,------------ :-. B ti till'i$1614.,...-.211,143113 41„g0411.,V,7 11 !.,.---'------,403', - 111111, I:' -..;;;''''''''.7.;1:1':-;.::1'!.:''' . t:.."'""`. : .----t-.,11.s.*w.,....,.. 0: BEiteletakettgi .;„.,,....*, .„. 1 it_..-„,„___arn=. :yr -1 AM —1 A.-..I 1-------=, _-_______., a 1,_,,E.„......_ , , _...,_ •,....•, '‘ ,.4w.-,L,,:,tr.4, ..,..: :=-_,-_,.g.•_-_ :--..-::_---- _----.2.---0. _.-_-_-:-_—"------7-,.rr-rte.--:-.,TI- --mini ff--.E.-.-__ID a--•=7-1 it-- i b-1 . 7._ iii5.,...::::::_____,____,_,,,...: ..._:. ..,....._ , ,,_,1!,...: ,,:,,,,It,,,,,,:,„z;,41t,....,,, ,,„ 44E,, ....7.,__ =......_..„_____ ::„.„.... . .„,.... „....„,.,4,004, VP likurstiEk ` . ~ias . . ~ . . . • RECEIVED ,,;„,,4„,n� J,, PREVAIL MAY 14 2018 , ` ' MULTIFAMILY SIDING PRODUCTS Lap Siding 'r' • `' i INSTALLATION REQUIREMENTS-PRIMED AND FACTORY BUILT BuILmrpTypEmotoDucTs EFFECTIVE FEBRUARY 2010 SMOOTPUI*pktaj} .5:11-.f1V IMPORTANT:FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND , THE MANUFACTURER'S WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY,AFFECT SYSTEM • PERFORMANCE,VIOLATE LOCAL BUILDING CODES,AND VOID THE PRODUCT ONLY WARRANTY. •• STORAGE& HANDLING: I Q CUTTING INSTRUCTIONS , Store flat and keep dry and covered prior to installation, 1.OUTDOORS�sin so that wind will blow dust away h om user 1.Cut using score and snap,or shears(manual,electric or pneumatic), Installing siding wet or saturated and others in working area. 2.Position aitth9 station in well-ventilated area may result in shrinkage at butt 2.Use one of the following methods: oints.Ca tanks on edge. a.Best I Score and snap j Carry p g ii.Shears(manual,electric or pneumatic) -NEVER use a power saw indoors Protect edges and corners from b.Better. i.Dust reducing circular saw equipped with a -NEVER use a circular saw blade that does not cany the Hardieblade saw blade trademark breakage.The manufacturer is not Hardlebladem'saw blade and HPAvacuum extraction -NEVER dry sweep—Use wet suppression orNEPA Vacuum for damage caused byc.Good: I.Dust reducing circular saw with a Hardieblade saw blade responsible g (only use for low to moderate tutting) improper 1., -.--0/0-....„. Important Note:For maximum protection(lowest respirable dust production},the manufacturer recommends always using'Besr-level cutting methods where feasible. storage and % .10 `�. handling of the ` .. "' NIOSH-approved respirators can be used in conjunction with above cutting practices to further reduce dust exposures.Additional exposure information is available product. `I at www.prevailsiding.com to help you determine the most appropriate cutting method for your job requirements.If concern still exists about exposure levels or do not comply with the above practices,you should always consult a qualified industrial hygienist or contact the manufacturer for further information. GENERAL REQUIREMENTS: (For elevations of 4000 ft.and above please refer to page 4 for specific requirements) • Prevail"'lap siding can be installed over braced wood or steel studs spaced a maximum of 24 o.c.sheathing*.Irregulanties in framing and sheathing can mirror through the finished application. •Prevail.""lap siding can also be installed over foam insulation/sheathing up to 1"thick.When using foam insulation/sheathing,avoid over-driving nails (fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing.Extra caution is necessary if power-driven nails(fasteners)are used for attaching siding over foam insulation/sheathing. • A water-resistive barrier is required in accordance with local building code requirements. The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements.The manufacturer will assume no responsibility for water infiltration. • Install Prevail"'products with a minimum 6"clearance to the finished grade on the exterior of the building or in accordance with local building codes if greater than 6"is required(fig.3). • Maintain a 1'-2"clearance between Prevail"'products and roofs,decks,paths, steps and driveways(figs.4,5&6). • Maintain a 1/4"clearance between Prevail"'products and horizontal flashing(fig.7). • Ensure gutters have end caps.Maintain a minimum 1"gap between end caps and siding Figure 1 Double Wall Single Wall &trim(fg.8). g Construction Construction • Install lockout flashing at roof-wall junctions(fig.9). water-gyve barrier let-in bracing • Adjacent finished grade must slope away from the building in accordance with localIsheathior 24•o.c.max. building codes-ttypicallya minimum of 6"in the first 10'. O&e ng • Do not install Prevail"'products,such that they may remain in contact with ,�` i standing water. �! • Prevail"'lap siding must be installed on vertical wall applications only. ;44.'"4"41.414- I* ----',/ ,. it • DO NOT use stain on Prevail"''products. s • For larger projects,including commercial and multi-family projects,where the span of the wall is significant in length,the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design.These values can be , found in the Technical Bulletin'Expansion Characteristics of James Hardie®Siding 1'1" I / • Products"at www.JamesHardie.com. 4 '; l':,II.'. • INSTALLATION: JOINT TREATMENT �� (Required for Factory Built Color Finnish,Recommended for Primed product) ' Itis not recommended to use caulk at field butt joints. , ,. / ` ' •4) I .i Y y Figure 2 water-resistive barrier p,Ai a °hili a 1 ffkG ';.. ' fr,;:".:.,...":;,- . . ', joint flashing** I1 ° o �/g{ o water-ress 1'plank edge- oo o° • barrier Install planks In 1 o° 4tive' moderate contact • ° ° fastener ° Install a 1 1/4"starter strip to °° ° o ° ensure a consistent plank angle 0 Install factory finished edges together at butt joints. leave appropriate gap between planks and trim,then caulk*" "As required by local building code *"Apply caulk in accordance with caulk manufacturers written application instructions. WARNING:AVOID BREATHING SILICA DUST Prevail'products contain respirable crystalline silica,which is known to the State of California to cause cancer and is considered by IARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable sicca dust can also cause a disabling and potentially fatal lung disease called silicosis,and has been linked with other disrwi•s.Some studies suggest smoking may increase these risks, During installation or handling:(1)work In outdoor areas with ample ventilation;(2)use fiber cement shears for cutting or,where not feasible,use a HardiebladeTM saw blade and dust-reducing circular saw attached to a HEPA vacuum;(3)warn others In the Immediate area;(4)wear a properly-fitted,NIOSH-approved dust mask or respirator(e.g.N-95)in accordance with applicable government regulations and manufacturer instructions to further limit respirable silica exposures. During clean-up,use HEPA vacuums or wet cleanup methods-never dry sweep. For further information,refer to our installation Instructions and Material Safety Data Sheet available at www.prevailsiding.com or by calling 1-877-236-7526. FAILURE TO ADHERE TO OUR WARNINGS,MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INIURY OR DEATH. 90050°°6 PR1008-P1/4 7/10