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HomeMy WebLinkAbout16902 52nd Ave Ne_BLD401_2026 (3) 2600 N. C00MBIA CENTER BLVD. SUITE 208 8BBBT OF R|CHLAND' WA 88352 PHONE: (509)-736-7552/50S\-7J8-7552 C/\LCBl, TAVDATE ;LO Al 5 N BER14CEYI FAX: /508\-73h-75570 ` / CBBC�� B}' DATE Building Length 36 j Pole Building Design for i Jdson Cooper Criteria t 2012 IBC 25 psf Snow Load: ba 2600 N. COLUMBIA CENTER BLVD. JOB SUITE 208 RICHLAND, WA 99352 SHEET OF Y PHONE: (509)-736-7552 CALCBY DATE BFAX: (509)-736-7557 CHECK BY DATE www.berkey.biz 4­­4Sndw :Ldads Wind Lob&4BasioWind Speed 11 0j'mphpif Exposure B ............I O_ ........ TABLE-11: 1 00 ABLE 7�2,A-SqE-T-10C T 4 :15.00 Ci TABLE7-3 ASCE 7 10a 3.01.............. . .......... ...................... ..................piRoof:Pitch 4112 .4L...... 18 43,degrees FIGI)RE�,2&&I,;ASCE.7 100:322 radiansFy re • 0.949 cos a B 8 . . .q( gooCOS2Cl= 16......4..... 25.2rlpSf ............ ....... D 4.6 .......SLOPE FACTORVerticai Pressures-4E-7 FIGURE� ASCE 7-10s 0.94 :...... ....... F:=G�= 16 H 1 ..............-A 4T' .......... ......21*63�psf .. ...!vb r�iara 2.3............ ...... ............ _4 f............. ........ ......P 25 psfoHi= 5 A ....... .................... ....................25-psi _4_4 ................. ............—4 .......... rrB ................ ............ . ............. 2600 N. COLUMB|A CENTER BLVD. JOB SUITE 208 SHEET- OF R|CHLAND, WA 99352 PHONE: CALCBY-DATE 0 BERKEY N R\X: (5OH)-7J5-7557 N ` ' CHECK BY DATE wwmborkey.biz -------- ps Overhan Area of Roof 411 � Wind Forces Its 1543 Seismic Parameters: seismic 3.89 Wind Controls 2600 N. COLUMBIA CENTER BLVD. JOB SUITE 208 RICHLAND, WA 99352 SHEET OF PHONE: (509)-736-7552 CALC BY DATE B ER;KEY1 FAX: 509)-736-7557 CHECK BY DATE www.berkey.biz .............. ........ ...... .............. ............ ........... ....... ............... r .-A ..,Later I Model 3.gay. Diaphragm Stiffness AsseiTibl y —i..... i 4 29 ga. Steel (11) Overlap Purlins wio 33 T" i T 7 z Shear Stiffnes� c 4700 lbs/in' . .......... ........ ........ T.......... J ....... Shear Modulus G 47- 00 lb�z/in' 4- ............ .......... Allowable Shear Ilb! 3 bi c P- (b ))I(%cosO)�= i6812 lbs/in ................ 12-.Wft R ..................... .. ............... ...... 7 Bay :1 12 i 3 ....... .... ........... ................... Vlfidth2 ............ ................. ........ • . .. ........... ....... Stiffness Properties FrameLoads' r'�­ 4�11 . ................. ....... ........ .... ................. '11: 'K - 8325 lbs/in:' I rame P . ................... ....... ........ ................... ...... .................. .... ....... -4- 303lbsAn �ra�re12: 'Kpgamei :2, Rl' 1176 lbs ........... ...... ........... + ........... -...rt...... .. ............. Frame'13: R, f76 lbs P . . . On 1 3+03 lbsfin­+ . ...... .................. .................... + Frame�4: KP 9250 lbs/in: FrameA _R, 588 ilbs. ....... ....... ♦ ........... .......... ............ ....... ............ .......... ............ ............. ........... ................ T ....... ..... ....._j + ................................ . .... ........ ............ cr ................... T ..................... ................. I 2600 N. COLUMBIA CENTER BLVD. JOB SUITE 208 i RICHLAND, WA 99352 SHEET OF rBg"E I�`KE Y PHONE: (50)—736-7552 CAL'C BY_ DATE FAX: 509 736-7557 CHECK BY DATE www.berkey.biz :.... ....t. ` i.. i Frame'SttffnEss . { £} I : { } Fraille 2-3' Cantilevered Post ! •, '1' ' 29 ga. Steel(11) _.. ' Post Size _••••., 6x 6 N = 2 C: . ,. 3700 Ibs/in G = 3700 Ibs/m ; - ... r. ..,.., ..... ...... � 1 _._... (.... . ... ..11 Ve 0 p : .. .f ..'F'FOOksi .... . I 108 to , __... . . I w , 27 ft ......... _ .... HP 133 io € { E I _ �.,. ....... ..s Ht tr...... KP N(3�IIHp3) -_. 303..Ibs/in - .• _..:j. ?. ..~ {..» ......k ,. ..( 1N�/Ht 8325 Ibs/in._ i _ _ .. ._ F. ....r.. .. ...:. .. i I : ! : .�:.... ..� ... .,. � { ! 29 ga. eel (11 Frame 4 Steel » ___ ..._� _..._ E,..»........ , C.= 3700 Ibs/in _G 37.00.lbslirj _? ..... f I { { ! 0plf -! 0ft � j ..�. � V a 11 W : 3 t »..... : ! i i ? W«. { i E : «« �y g: : 2-50 t ! .n...»t ._...?...._.. { .I E f F - • { 3 • j ...................:.........{. _ .{....._.: 7 1 +3»• F i � I i { f t E i T• s , 2600 N. C00M0ACENTR BLVD. 0B SUITE 208 88bE[ OF R|CHLAND' #W 89352 PHONE: CALCBTD/\TG rB:::co FAX: (5OO)-736-7557` ' C8��}� 8y DATE Roof Stiffnm rame �**borko bi --------- 14404.DAF FRAME FRAME APPLIED HORIZONTAL LOAD RESISTED FRACTION OF NUMBER STIFFNESS LOAD DISPLACEMENT BY FRAME APPLIED LOAD -------------------------------------- 1 8325.00 978.0 .2307125 1920.7 1.9639 2 303.00 1176.0 .3075909 93.2 .0793 3 303.00 1176.0 .2961639 89.7 .0763 4 9250.00 588.0 .1961492 1814.4 3.0857 DIAPHRAGM DIAPHRAGM SHEAR SHEAR NUMBER STIFFNESS DISPLACEMENT LOAD -------------------------- ------------------ 1 12262.00 .0768783 942.7 2 12262.00 .0114270 140.1 3 12262.00 .1000147 1226.4 Page 1 2600 N. COLUMBIA CENTER BLVD. JOB SUITE 208 RICHLAND, WA 99352 SHEET OF B EIN K_EY PHONE: (50 j_736-7552 CAL'C BY DATE FAX: 509 736-7557 CHECK BY DATE www.berkey.biz 'i....... }___.-I..«,...••'—ti^-• .. - .. .4.........�_.....;.. .....�-- - Dia hra m Shear .. . p g ' .._ Diaphragm Chords , _ r.... Vp.-(ChJ/CI,)(Vh)/(cos (f) M, - V (/L)/4 10633 ft-Ibs _. .... « . i 1 f 11�1 =_623 Ibs C _ fiord Force ; .. V - 4181 4 ibs . � .....,. j... __ .' ..... .. } 1 IE ...._._. F i } I bh/cos A 17 39 ft. .. a .:...j.... j:. ....: •.....�.. _ 1_�J i i _.._. • I . E Ix I »._..i_.. E—3. 1 f } : i , i i ;« Use only the outer 3 purlins """'"' - « _..«{".......1.......a...»,. ....,... _p is _..x-1_ —. _ {{ i — — ; «;"»... .: «.«y:........ ........r...".... _,.. i......... .. - - - 30 ft ... n SP Purl acm0 - z 24.0'm W ......................... »»..._ _.._"." ` ! { s :r.. — } t i _ t : E } 4091bs , i l = � rt nil .. mom« ,.. .......:__ a 1.5 mi l b.; 5-5 i ApuF1jn �ak3 8.25;i t i F _... i - ...... : I F •�•�' . i , I i . _ . . . din19. r i 7 II' ........... ........................... _....... I _ ........ _ { 1 } .., .. i ........_ i 2600 N. COLUMBIA CENTER BLVD. JOB SUITE 208 SHEET OF RICHLAND, WA 99352 PHONE: (509) 736-7552 CALC BY DATE FAX: 509)-736-7557 CHECK BY-DATE www.berkey.biz . ........ ....... ...... ...... T......: .. ..... End-to-End Post Design _1 Ind Shearwalls.0 wind Out of Plane Forces ...... Laitera win orce'.: eactioih be ..........t....... fixed-pinned.posts on gable ends ZR:: ....... ... H 133 in p ............... 12 00. ............ /8 R! �-!3 4 (Vw(I�E)) T 192 plf ........ 'AA-= 00 Att 4 50 Sf Sf ............... W(k- 12948 ft-lb�s 1 )78 i T F E ?730 ........... ............ Post Sze 6X.6 T* r------ - Distribute Force to 1 Walls ., -.E 1100 ksi 1 Win' ............ ........ ... .......................... fcontrolling §hbeir element Ti5t6fle' 'n o ..... ...... S 36 75 p! si:' T z .. ........ �ft 36ft Trib 30 ........... ............... __4 ................ ........... Eb'4!'s -108 01L Ps 1........:� .............. . ... .... ....... D 1 1 : ............ ....... ...... .... .... ................. ---------- M 3240 ft-lbs max ............................ .4 27 FEE 1 i VEE E 3240 ft-lbs 2948 ft-lbs: OK ........... ................ V ........... ....... ....... .............. ........L ....... ....... Ejm T6.8iolf 1 1 _j................... .............. ShearWall'Type'=29.ga. steel (11) 1 ...................... ...........4­4 ........ ...... ........ ............. 110 ff She ar:* p W`a_ble .................r ........ .44 w. ................................... ........... ..........i' f pif.......... .................... ..................... .......... ........ ........ .......i"SH -S' + .......... .....4.1 ...... 1eAR*4tW' 0I0E i.................., 20 ga w/o stitch screws 110 plf ........................ .............. BE�:KEY .............. 4 -4- T' ....... .. . ... ... wfth.§fitch.screws i6 9_apif ..... .. With staples ............. ....... ............. T ....... ............. ............. ................. 2600 N. COLUMBIA CENTER BLVD. JOB SUITE 208 SHEET— l7 OF RICHLAND, WA 99352 PHONE: (509)-736-7552 AL B ERKEY FAX: (509)-736-7557 C CHEC BY DATE CK BY DATE www.berkey.biz 4 I T n E6rtK_..;Constrained Post Embedded-i -4, Base Soil Lateral Bearifig = S = 100 p 4 T 4 T ............ Embedded Element Width b = 2.00 ft 4. ..... ................................ .............. rease................. Required spacing fokij 1--in-:;PF;b "Al ................. ...... ...... ............. .4 6b 12.0 ft t ........... r ............. 1 T 4 j 92 ....... USE INCREASE w1= ............ ........... ............. .... .................. ........... PC L_— '11 d8 ........ S' = 266 f .................. ............... .......... Actual d (4ma/S'b) 4 .............. ................ ..... .......... ................. ................. ....... se3.U.......... ...........4........ ............ ........................ ............... ...... ....... ............. .......... ................ .................: ..........; ...... ....... 4 4 .......... .............L........... .......... ............ ............. ....... .............. 4­4­4 ........ ........ ............. .........------- ........ ................. 1 f ................. .......... ............ - :4 .. ......... ................. j. ----f 4 .......... ......... ............ A_ ------- - ..... ...... .................. J ........... ............ ................ ........... 2600 N. COLUMBIA CENTER BLVD. JOB _ SUITE 208 SHEET OF RICHLAND, WA 99352 PHONE: (509)-736-7552 CALC BY DATE BERKEY1 FAX: (509)-736-7557 CHECK BY DATE www.berkey.biz i € t ... 1 ....£ 3 i 1 � Ull�t f:.. i.....:.:....... Frame 1 Shearwall : i TrEb, _ 12.00 ft ; Total length of Controlling shear clement Tnb2 16.50 ft i £ 27 I � � ft i F i I £ Area A-- 498.Sf. . : _ ........._,. .. .. �,/-}-•�r„.� � :-'�. _. , i E_. Uplift Pressure= = 1�.0 psf £ _ ... -V U/C =. 73.2 ply .•.£. ..;_. ., . .I.. £ 1 _ I .j •... I i 1 «•..•.,..«�«.�... .. _. - _ •• ....E.. uplift=_pup 3t68bs' ' hearwall Tyne ` 29 ga.-Steel3�111� E jE J 1 ; E'� { i .-...i.._.f t - Soil Cone Allowable Shear = 110 ply ..� I I• • d, 3.25 ft .....»�...-...._.......« ' _:...... .. 2 plf< fi 10 O plf O�t.. .M 5 : 061rad 73 £ ! f £ 9 i _...L _ .. r- 1.00 ft-_.. sf t _ VS—((rr(dTtan(p r) 2(dT r/tamp))/3)-(nr:313.tancp) TAB+ i Frame 4'Shearwall . £ 3 .� Total o olling sh a eng con r e r emen _.. .... Y 5oll 1 f 0 pcf _� ... �.. £ •. _._ t ._�. 1 i HD Vs(Vsol�) 5:53 kip £ .i. .,. . i _,..i... , » ; r I j • F �� ... t .._ ... .. .. 3 17 kip .5 5.53 kip E l K £ v V/L 59.0 plf ». t t__ • i i i : .... _ ...;.... hearwa I Type . I ar S el- 11 Y t :.._ - flr5v�rable She 11©.�.r ..r_.....�...�..... F i £ £ i i . _ .;...«.� __....�...«...,.........I ,,.........L•....- ..•.p.....-...j....,_................«.»j..« ,. ..{...... t F 1 i 1 ja JOIST & RAFTER CALCULATOR PURLINS BEAM PARAMETERS: STRESS CALCULATIONS: Horiz. Span: 12 ft —Types Moment @ midspan = 735 ft-Ibs Slope (V:H): 0 :12 #2 DF-L Moment @ Point#1 = 0 ft-Ibs True Span = 10.25 ft #2 HF User Calc'd Moment= 0 ft-Ibs Beam Type: #2 HF LVL S4S lumber? YES PARALLAM Shear @ 0'end= 273 Ibs Shear @ 10.25'end = 273 Ibs No. of Pieces: 1 User Calc'd Shear= 0 Ibs Spacing: 24 in Width: 2 in Reaction @ 0'end= 287 Ibs Depth: 6 in Reaction @ 10.25'end 287 Ibs LOADS: VERT. LOAD PERP. LOAD fb = 1167 TEN. BENDING OK Uniform Dead: 3 psf = 3 psf fv= 52 SHEAR OK Uniform Live: 25 psf = 25 psf Point#1: 0 Ibs @ 0 ft LL S allow.= 0.68 in TL 8 allow.= 1.03 in BASE DESIGN VALUES: Live Load S = 0.53 LIVE DEFLECTION OK Allow. Live Load 8: L/180 Total Load S = 0.59 TOTAL DEFLECTION OK Allow. Total Load 5: L/120 Fb= 850 psi F'b = 1461 psi Requires 1.50 in. bearing surface Fv= 150 psi 1 = 18 in 4 Fcperp= 405 psi E = 1,300,000 psi ADJUSTMENT FACTORS: Cd= 1.15 Cf= 1.30 Cr= 1.15 SPECIFICATION: 2 x6 #2 HF @ 24 in. o/c 13 POST FOOTING DESIGN MATERIAL PARAMETERS: P Base Allow.Soil Press.= 1500 psf Adjust.Allow.Soil Press. = 2625 Concrete Strength:fc'= 2500 psi Post Width= 6 in Post Depth= 6 in FOOTING PARAMETERS: CALCULATIONS: Diameter=b= 2.0 ft Thickness=t= 6 in Actual Soil Pressure=q= (DL+LL)/(Trb2/4) = 1720 psf OK Column Width=h, = 6 in Depth to Base= 45 in Punching Shear(Vu 2) = q[(Tr(b/2)2)-((hl+h2)/12)2] Column Depth=h2= 6 in = 5159 Ibs AXIAL LOADS Allow. Shear(OVc)=(85)(4)SQRT(F,)(4)(h I+h 2)(h 2)/2 Dead Load=DL= 900 Ibs = 24480 Ibs OK Live Load=LL= 4500 Ibs Actual Conc. Bearing= (1.4DL+1.7LL)/(hl•h2) = 248 psi Allow. Conc.Bearing = (0.85)(0.7fc'SQRT2) = 2975 psi OK CONSTRUCTION SPECIFICATIONS: 2 ft.dia.x 6 in.CONCRETE FOOTING 2 ft.dia.x 45 in. DEEP HOLE(BELL OUT AS REQ'D) 2500 psi CONCRETE I t-A 0,P BEAM-COLUMN AXIAL LOADS & STRESSES: BENDING LOADS & STRESSES: P1= 5400 LBS Max Moment(M1)= 0 lb-ft P2= 0 LBS Max Moment(M2)= 2948 lb-ft P3= 4050 LBS Max Moment(M3)= 2211 lb-ft D + S, fc= 150.00 psi Load Case.(16-9) D + S, fb= 0.00 psi D + W, fc= 0.00 psi Load Case (16-11) D + W, fb= 982.72 psi D+0.75(S+W), fc= 112.50 psi Load Case (16-10) D+0.75(S+W), fb= 737.04 psi TRUSS MEMBER PARAMETERS: Length: 11.17 ft S= 36.0 inA3 Ke: 0.8 1= 108.0 inA4 Effect. Length = 8.9 A= 36.0 inA2 SPECS: CALCULATIONS GRADE: #2 HF Le/d= 17.9 Width: 6 in. Fc*= 920 Depth: 6 in. FcE = 1033 d = 6 in. KcE = 0.30 Fc= 575 psi c'= 0.8 Fb= 675 psi CP = 0.730 E = 1100000 psi F b'= 1080 ADJUSTMENT FACTORS: wind C o = 1.60 snow C o = 1.15 CF = 1.00 INTERACTION EQUATION LOAD CASES: [fr/F'r]Z+ Ifb7I(Fbl'(1-fo/F.El)] 5 1.0 STATUS CASES (16-7&12) By Inspection OK CASE (16-9) D+S 0.097 0.000 0.097 OK CASE (16-11) D+W 0.000 0.910 0.910 OK CASE (16-10) D+0.75(S+W) 0.028 0.766 0.794 OK SPECIFICATION: USE 6 in x 6 in #2 HF 1/'�c 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 IBC AND ALL CURRENT `"'�� EDITION OF STATE AND LOCAL RULES AND STANDARDS OF GOVERNING AGENCIES a �j HAVING JURISDICTION. p, 2. ANY ERRORS, AMBIGUITIES, AND OMISSION IN DRAWINGS AND/OR SPECIFICATIONS O SHALL REPORTED TO BERKEY ENGINEERING FOR CORRECTION BEFORE ANY PART OF Q THE WORK IS STARTED. NO ALLOWANCE WILL BE MADE IN THE OWNER'S AND/OR CONTRACTOR/S FAVOR BY VIRTUE OF ERRORS, AMBIGUITIES, AND/OR OMISSIONS WHICH SS SHOULD HAVE BEEN DISCOVERED DURING THE PREPARATION FOR CONSTRUCTION AND O 5o DIRECTED TO BERKEY ENGINEERING'S ATTENTION IN A TIMELY MANNER. IT IS THE OWNER'S ULTIMATE RESPONSIBILITY TO HOLD THE CONTRACTOR AND/OR / �J�Y 36, _ SUBCONTRACTORS ACCOUNTABLE THROUGH CONTRACT. BERKEY ENGINEERING ACCEPTS Tp-� ( NO RESPONSIBILITY FOR WORK DONE BY THE OWNER, THE CONTRACTOR OR SUBCONTRACTORS CONTRARY TO THE PLANS OR SPECIFICATIONS. SUBSTITUTION OR 12' 24' I CHANGES WILL NOT BE ACCEPTED UNLESS APPROVED IN WRITING. THE SUBCONTRACTOR + SHALL REVIEW ALL SECTIONS OF SPECIFICATIONS AND ALL SHEETS OF THE PLANS FOR l / + + ANY INFORMATION OR DETAILS PERTAINING TO THEIR SPECIFIC TRADE. z 3. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF SITE CONDITIONS, INSTALLATION W STANDARDS AND CONSTRUCTION CONDITIONS. FIELD VERIFY ALL NECESSARY z U U DIMENSIONS. DISCREPANCIES BETWEEN SITE CONDITIONS AND THE CONSTRUCTION O w j Q p (n Cn DRAWINGS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. WORK DONE O ¢ 3 v WITHOUT THE ENGINEER'S APPROVAL IS THE RESPONSIBILITY OF THE U N o 1 O' CONTRACTOR/SUBCONTRACTOR. Z _ 4. ALL FRAMING MATERIAL SHALL BE HEM FIR NO. 2 OR BETTER. DOUGLAS FIR NO. 2 V1 N z ui MAY BE SUBSTITUTED AS AN ALTERNATIVE. WOOD IN CONTACT WITH EARTH AND/OR Q CONCRETE SHALL BE PRESSURE TREATED, 0.6 RETENTION. NAILING EDGE DISTANCES, END DISTANCES, AND SPACING SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE p WOOD IN ACCORDANCE WITH NDS 11.1.5.6. ( � } SCSJ 5. CONCRETE DESIGN BASED ON A COMPRESSIVE STRENGTH OF 2500 PSI AND NO SPECIAL INSPECTION REQUIRED. RECOMMENDED CONCRETE STRENGTH IS 4000 PSI FOR DURABILITY ONLY. NOTE: ALL POSTS ARE PT 6x6 #2 HEM FIR, - 6. ROOF SHEATHING SHALL BE PAINTED 29 GA. RIBBED STEEL. FASTEN SHEATHING TO W UNLESS NOTED OT RWISE l I FRAMING WITH 1" #9 SCREWS WITH NEOPRENE WASHERS AT 9" C/C. Z LL 4x w N N �� 1 0 7. SIDE SHEATHING SHALL BE PAINTED 29 GA. RIBBED STEEL. FASTEN SHEATHING TO U m `n `^ IN 12 2 —0 DEEP I Q rn � r- ' 3 , FRAMING WITH 1" #9 SCREWS WITH NEOPRENE WASHERS AT 9" C/C. � 30 Q 8. TRUSS MANUFACTURER SHALL VERIFY LOAD BEARING POINTS FOR ALL TRUSSES. In 3 9. (4) 16d HD GALV. NAILS (3.5" LONG) MAY BE SUBSTITUTED FOR (3) 20d. u z o / SCSJ 1 ( wl 10. DESIGN LOADS: Zo > x ZO X CEILING LOAD: 7 PSF a U x d SNOW LOAD: 25 PSF DETAIL 1/S3, TYP 6" CONCRETE SLAB WIND SPEED: 110 MPH EXP B ON GRADE. SMOOTH SEISMIC ZONE: 01 TROWEL FINISH SOIL BEARING: 1500 PSF 10' �. 4x6 a� � :~ M 4x6 4x6 4x6 1 4x6 NOTES W OR 10'x10' O/H DOOR 10'x10' O/H DOOR C/C = CENTER TO CENTER DAL = DOUBLE CITY OF ARLINGTON GALV = GALVANIZED HD = HOT DIPPED DRAWN BY: BUILDING DEPARTMENT MIN SH 'P TPF = MINIMUM : �. �� APPROVED BY: P P R C�V�D PT = PRESSURE TREATED A SCSJ = SAW CUT JOINT x � CWB SW = SHEAR WALL DATE: Received 05/16/2014 TYP = TYPICAL IDAll �LlY7EBY 377� E: NO CHANGES AUTHORIZE JUN � � ZQ14 ��, � 0A f AS NOTED UNLESS APPROVED BY T E 6, ^ a Jo` ROJECT REV BUILDING INSPECTOR _ w "'� l EXTENTS of A�' " G '4404 0 V CONCRETE SLAB EXPIRES 08/18/ SHEET S 1 FOUNDATION PLAN SCALE: 3/16"=1' LEGEND No. 1 z � az z w Q o z °x w { { ROOF SHEATHING SHALL - BE ATTACHED TO GABLE END WITH #9 SCREWS DETAIL 4/S3, TYP � � _ - - � - - - - - AT 9" C/C, TYP � If z I I I DETAIL 2/S3. TYP I p4 Q 3 U N � NII N NII N N UU Oa Nod '"D N — — — — — N N — V) V) — — V1 - V 00 CA ITl Q x m fi V) �� Z Z - I - - - - - - I I - - - > - - I — I - - - - - - I - Q �x � of ollo � �- ollo to ti m W aft - -W W- - -a U -W W- - - - - W O m W W W- - C LaW- - W- m -Z - - - - - -Z - -O (, -Z Z m v l v 1 1 v 0 = 0 1 1 v I v v W W W N W W W V) I - - I I I I ,4 1 1 I Na' w 0.'- - Q 0_' w Vl a CL a_ II II F.. W vNi M I I I I I I Q w m o - - - - { f- - - - - - - - - - ojzoo � Q o > vox 00 bA dd � / D D o � > o o _D 1 ' 6" SECTION A/S3, TYP < = r 0 � r 0 � OVERHANG, (A X D � X D * � TYP bo _u N _ I CD D Q � � � O = O 0 V1 � DRAWN BY: N z n ' Z TPF Q u �' APPROVED BY: Frl CWB A 7708 DATE: 05/16/2014 SCALE: AS NOTED PROJECT REV EXPIRES 08/18/ 14404 0 SHEET ROOF FRAMING PLAN AND TYP ENDWALL FRAMING SCALE: 3/16"=V No. S2) c7 � Qz ¢ w U Q w (21) 20d HD GALV. ¢ z GRAVEL LAYER OR (3) SIDES, STAGGERED 12 ` ' FIRMLY COMPACTED o 1" EXPOSED. 4 , NATIVE SOIL. A a CONCRETE SLAB PRE-ENGINEERED-TRUSS GRADE—\- + _ z FASTEN TRUSS TO POST WITH (16) 20d HD GALV NAILS a z H (1) 5/8"0 THRU BOLT AND PLACE (4) IN EACH SIDE, Q w w 17'-6" (4) 16d HD GALV. NAILS. TYP. 3* STAGGERED,STAGGERED, 1" EXPOSED � a Q 3 x NAIL 2x6x24" BLOCK UNDER TRUSS 2x6 GIRTS AT 24" C/C MIN 6" CONCRETE WITH (17) 1 6d HD GALV. NAILS, 1 1 '-1 "± TYP, U.N.O. DEPTH f COLLAR ZQ `� a x PRE DRILL WITH 5/32"� BIT, TYP CLEAR / k o + M C9 CG X X � M Q0 6" THICK CONCRETE SLAB PT 2x6i1_l�(L„,J' 6" CONCRETE BASE GIRT PLUG �--- 2'-0"0 x w H z vInknkn Q rn P rf-) rn w SECTION A - MAIN BUILDING SECTION SCALE: 3/16"=1' DETAIL 1 - TYP FTG N.T.S. o r ¢ w a x � avxQ NOTE: CONTRACTOR SHALL VERIFY THAT 20d SOLID BLOCKING TOENAILED TOENAIL DOES NOT EXIT TO END SUPPORT & END SUPPORT FRAMING NAILED TO PURLIN, TYP MIN 2'-0" LAP (2) 16d NAILS 12^ (2)NAILS (11/4") W •� oq -f - - - I 2x6 >I + + I - -- L--- [� + +� I 20d HD GALV., AT 60', PRE-DRILL A 8 ntinwN BY: TOENAILNAIYP \ WITH 5/32"0 BIT. Sy���,,fi� TPF (3) 16d C APPROVED BY: 20d AT 1 2" C/C I� SUPPORT FRAMING, �,C CwB NAILS TYP END RAFTER OR TRUSS DATE: TRUSS 05i16i2014 T2x6 PURLIN BLOCK 20d HD GALV.. AT f SCALE: 60 PRE-DRILL Aj� 7708 AS NOTED WITH 5/32"0 BIT. �� �'S G U4404 ROJECT REV L ' 0 EXPIRES 08/18 SHEET DETAIL 2 - PURLIN CONNECTION N.T.S. DETAIL 3 - HEADER N.T.S. DETAIL 4 - GABLE OVERHANG N.T.S. No. S3) I � z o Y 2x6 HDR 2x6 HDR 2x6 HDR j I i I ! 1 DETAIL 3 S3, TYP I I 1 j a z ° 10'x10' O/H DOOR 10'x10' O/H DOOR 10'x10' O/H DOOR O a a 3 0 I I U o Ao � 00 i O Cp o � x Q k z � M k FRONT ELEVATION SCALE: 3/16"=1' RIGHT ELEVATION SCALE: 3/16"=1' x w F- U pgorn �6 6 U o � Qoo ¢ w �vwwaw 4030 ` bl) 3068 a� a� MW W DRAWN BY. TPF 'G APPROVED BY: �+ CWB DATE: 1 05/16/2014 A 7708 SCALE: ?eit S• AS NOTED S, PROJECT REV EXPIRES 08/18/ 14404 0 SHEET S4) BACK ELEVATION SCALE: 3/16"=1' LEFT ELEVATION SCALE: 3/16"=1' No CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address: 16902 52nd Ave Permit#:401 Parcel#:00571800001200 Valuation: 18800.00 OWNER APPLICANT CONTRACTOR Name:COOPER JASON Name:Jason Cooper Name:ARK CUSTOM BUILDERS Address: 16902 52ND AVE NE Address:16902 52nd Ave NE Address:PO BOX 1827 City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:MARYSVILLE,WA 98270 Phone: Phone:360-652-4137 Phone:360-652-4I37 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Residential Accessory Structure CODE YEAR: STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVALI I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC1 IO/IRC110. SALES TAX OTI :Sales tax relating to construction and construction materials in the City of r i gton Znmbe reported on your sales tax return form and CityA Nt h(-r-\ wn' ol I Signature Print Name Date Kelcitsed By 1)ald CONDITIONS THIS PERMIT AUTHORIZS ONLY THE WORK NOTED_THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC)WILL REQUIRE SEPARATE PERMISSION PERMIT FEES Date Description Fee Amount 6/20/2014 Building Permit Fee $409.29 6/20/2014 Building Plan Review Fee $266.04 6/20/2014 State Building Code Surcharge Fee $4.50 Total Due: $679.83 Total Payment: $0 00 Balance Due: 5679.83 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon CITY OF ARLINGTON ` 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT 16902 52ND AVE NE Permit#:401 PERMIT EXPIRES 180 DAYS AFTER Parcel#: 00571800001200 DATE OF ISSUANCE. Scope of Work:Unheated Garage Storage Valuation: 18800.00 OWNER APPLICANT CONTRACTOR COOPER JASON Jason Cooper ARK CUSTOM BUILDERS 16902 52ND AVE NE 16902 52nd Ave NE PO BOX 1827 ARLINGTON,WA 98223 Arlington,WA 98223 MARYSVILLE,WA 98270 360-652-4137 360-652-4137 LIC:ARKCUBI991J1 EXP:05/24/2015 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: ACCESSORY STRUCTURE CODE YEAR: STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC 110/IRC 110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. 06/20/2014 Applicant Signature Date Building Official Date CONDITIONS The property owner shall ensure that the construction project complies with all applicable zoning codes and regulations.The property owner shall also ensure that the construction project does not cause any adverse impact on the surrounding environment or community.The property owner shall be responsible for obtaining all necessary permits and approvals from the relevant authorities before commencing construction.The property owner shall ensure that the construction project complies with all applicable design review requirements. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS, SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 09/11/2026 Building Permit $409.29 09/11/2026 State Surcharge-list DU $4.50 09/11/2026 Building Plan Review $266.04 Total Due: $679.83 Total Payment: $679.83 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon INSPECTION INFORMATION Pass/Fail R20.ACCESSORY STRUCTURE FINAL Assigned Permit#: 401 Permit Date: 06/13/14 Permit Type: ACCESSORY STRUCTURE Project Name: Jason Cooper Applicant Name: Jason Cooper Applicant Address: 16902 52nd Ave NE Applicant, City, State, Zip: Arlington,WA 98223 Contact: Kayla Phone: 360-652-4137 Email: kayla@arkbuildings.com Scope of Work: Unheated Garage Storage Valuation: 18800.00 Square Feet: 0 Number of Stories: 1 Construction Type: Occupancy Group: ID Code: Permit Issued: 10/01/2014 Permit Expires: Permit Form Type: Civic Plus Number: Status: COMPLETE Assigned To: Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 00571800001200 16902 52ND AVE NE COOPER JASON 111 Single Family Residence-Detached Contractors Contractor Primary Contact Phone Address Contractor Type License License# ARK CUSTOM Kayla 360-652-4137 PO BOX 1827 CONSTRUCTION ARKCUBI991JI BUILDERS CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 10/13/2014 R20.ACCESSORY Accessory garage 10/03/2014 z.Christopher Young Assigned STRUCTURE FINAL Plan Reviews Date Review Type Description Assigned To Review Status 06/13/2014 ASSESSORY STRUCTURE Ok to issue with redlined plans z.Christopher Young Fees Fee Description Notes Amount Building Permit Table 4-1 $409.29 State Surcharge- 1 st DU Residential- 1 st Unit $4.50 Building Plan Review Table 4-2 $266.04 Total $679.83 Attached Letters Date Letter Description 06/20/2014 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 10/01/2014 Ark Custom Buildings check#4894 Launa Black $679.83 Outstanding Balance $0.00 Uploaded Files Date File Name 09/27/2016 1863020-401 Plans.pdf 09/27/2016 1863019-401 Structural Calcs.pdf 10/01/2014 401 Signed Permit.pdf 06/13/2014 Permit Application.pdf 06/13/2014 Site Plan(6),pdf RESIDENTIAL PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 Phone (360) 403-3551 THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE, ADDITION, DECK, OR ACCESSORY STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO (2) SETS OF CONSTRUCTION DRAWINGS AND TWO (2) SETS OF STRUCTURAL CALCULATIONS. THE APPLICATION MUST ALSO INCLUDE THE PLUMBING SUBMITTALAND THE MECHANICAL SUBMITTAL FORMS. THE ZONING VERIFICATION CAN BE SUBMITTED PRIOR. Date: 06/09/14 Plat Shoultes Green Acres Address: 116902 52nd Ave NE Arlington, WA Owner/Applicant: liason Cooper E-mail: kLaiyla@arkbuildings.com Phone (h) 13606524137 (c) Describe Proposal 30x36x12 post frame garage unheated storage space. nearest (include cross street) intersection 51stAve NE & 170th PL NE Please Check one: ( Single family dwelling 0 Duplex Addition Q Accessory Structure 1. Proposed Area: 1st Floor 0 2nd Floor �� Garage 1080 Total SF 11080 2. Valuation (cost): 18775.00 3. Contractor: Ark Custom Buildings I Phone: 13606524137 4. Address: jPo Box 1827 5. License Number: JARKCUBI991,11 Expiration: 05/24/2015 Plumbing Section (continue filling out only if plumbing is involved) Bath/Shower Combo (4.0) Sink (1.5) Shower (2.0) Lavatory (1.0) Clothes Washer ❑ Water Closet (2.5) Dishwasher (1.5) ❑ Water Heater Hose Bibb (2.5) L Other (list) Proposed Water Piping Size: Proposed Piping Material: Proposed DWV Material: Proposed DWV Size: •All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019 •All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV) Mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: ❑ Furnace (80+) ❑ Fireplace Insert ❑ Outdoor BBQ ❑ Heat Pump Freestanding Stove I 1 Hydronic Piping Type II Hood Lj Commercial Cooking Appliance PV System ❑ Boiler AC Unit ❑ Solid-Fuel Appliance Other Gas Piping Information Not Applicable Pipe Material: Pipe Size: Distance from Meter to Furthest Appliance: Total BTU's of all Appliances: • New gas piping requires a pressure test to hooking to any appliance • Sediment traps (drips) are required on all gas lines • Gas lines are required to be supported/secured every 6 to 8 feet • Proper Combustion air and venting required for all appliances •A shut-off is required within 6 feet of all appliances Please Attach Site Plan and Supporting Documents (PDF Only) cooper1.pdf; cooper2.pdf; cooper3.pdf; cooper4.pdf; cooper5.pdf; cooper6.pdf; cooper7.pdf; cooper8.pdf; cooper9.pdf; cooper10.pdf; cooper11.pdf; cooper12.pdf; cooper13.pdf; cooper14.pdf; cooper15.pdf; cooper16.pdf; cooper17a.pdf; cooper17b.pdf; cooper18a.pdf; cooper18b.pdf; cooper19a.pdf; cooper19b.pdf; cooper20a.pdf; cooper20b.pdf STAFF USE ONLY: Permit Number: Accepted By: Date: By submission of this form, I hereby certify that the above information is correct and that the construction, installation for the above mentioned property will be in accordance with the applicable laws of the City of Arlington and the State of Washington. 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