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HomeMy WebLinkAbout19010 59TH DR NE_993758_2026 INSPECTION REPORT- Permit No.: S�' Lot#: 9n Address: 'd,4e_ Contractor: L_h�. �JZe7hCty_> • Owner: o�S- Date: U,4PPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE � bef a approvd.�rn ❑ Please contact inspector. �❑ Was not able to perform inspection. j�j� C_a ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notequi ed! 7 Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ truct. Slab ❑ Wood Stove ❑ Rough-in Final ❑ Masonry ❑ Drainage ❑ I sulati n ❑ Other: 211 if I — _Via'_'���3� •� �i'•��`�� �11 h�r�rT- - 'I Mu I JL _ T R f - L A 11 ,':-1� m1=1_•;' I,,, III�I r' _Ir } ' _;�1 Ij- ,I,It•'IL��Iy ��'- = 1 I, '.� ' �1�6h n �' rm nit �- �`` L �! ;�_ - ti ' INLI— I • I-^� �' `��'�y R r �I OL - - 14N ■ 811 ,T 15w, , I TLt I_ I ` r , _ r _ I I , ' 1 - I — - — - •!— n 1 IuR = ' - _ L I INSPECTION REPORT -� Permit No.: 3759 Lot #: Mn C4 lam' Address: D/ 5V "0 Contractor: Owner: J Date: 1,-.30-9c y3�- `- 7 7 7�. PPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. 7 7-• Inspe Date: TY E OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing EaDrywall, Nailing ❑ Consultation ❑ Foundation Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT Permit No.:17"3 2-sb Lot#: a Address: 19610 Sy 'ok IVE Contractor: �ld sit Owner: Date: L,42_/7 APPROVAL ❑ PARTIAL APPROVAL '❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. 71-0 Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor Framing ❑ Gas Piping El Footing ❑ rywall, Nailing ❑ Consultation `❑�Foundation ❑ Shear Nailing ❑ Groundwork —Me ea4- ❑ Grid ❑ Struct. Slab / ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: J • '� +-I���r �� 1 t7 J� 1 I, I I 1, 1 �11 lil I I l�� II INSPECTION REPORT C Permit No.: ` J 3 ���Lot #: e- '�«� Address: �_ �C,� /(? S 9 Contract or: • Owner: Date: APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. Inspec or: Date: - TY E OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping Footing (Ji*��[ �x�ei ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: r-� ��� � _ I l i 1 � .'y�, � � `� -� i - ' ` _ - - __`_ � i i i I� 1 �� . ` ,� � ~' � i � �� �. . _- I � t��' C I TY OF A RU I NOYON CONOT RUCT I Old PE RM I T PERM I T NO_ a SS—a75O Owner: TWIN COMMANDER AIRCRAFT CO 19010 59TH DR NE ARLINGTON 98223 Value of Work: $36,000. 00 Tax ID: 153105-4-012-0009 Phone: 360-435-9797 Qr- Describe Work: CONSTRUCT MEZZANINE AT EXISTING BUILDING. Proposed Use: AIRCRAFT HANGER Legal Description: Job Address: 19010 59TH DR NE N, Contractor's Name Type Address License# THOMAS CONSTRUCTION OWN 19010 59TH DR. NE THOMACC22422 TOTALS Fee Permit Fee $448.75 Plan Fee $279.99 State fee $4.50 C SIGNATURE: - TOTAL FEE.. ............. . . $733.24 I HEREBY CERTIFY THAT I HA READ AND EXAMINED THIS APPLICATION AND PAYMENTS...... ............ $279.99 KNOW THE SAME TO BE TRUE AND COR- RECT ALL PROVISIONS OF LAWS AND TOTAL DUE....... .. .. ...... $453.25 ORDINANCES GOVERNING THI TYPE OF WUR ILL BE CO H WHETHER SP I R DATE RECEIPT # 1 I1u 1� BUILDING OFFI 1 W,O'3 O 1A l-M f4 -10 Y T 1 Z 'r T 14Fs 3c MO I T ALAI^•Ta&40 � €3 c fi sa; - c'is _ .S li9 T 1 m,Riaj&:4 ,� II I , III : Y. � I• ICI " �N'f1 11 11 11 '. I -I 2'7911Wt2 - - _ •�� 'wr I I„_ � I II II I �I� 1uc'!'rt'� IIff a I. I :.1�� rli1Y9@9Y #.effJ19h1. tts-tubr vqv: gft:+d , 1-401cm-4cloi A 4 ! o I =� 111. r I I `•1, �IV I �}� 1::IC Y1Pr�.A`r sill B.eHft�r • �`I ► f1r l l' - , �';�11 '► *�.;i' i _... . . .Ain -PTOT - III aIJ�� � _ r ,•; I Ufa }•III I 1«- ��i r,: - �' I dill •_ _ ��_. IIr I I,. K�.t=p� t •ja JAU MAtOJiL-le ! • f j ` i r 1 DCFENCINFFRS WW' D ' AMATO CONVERSANO INC. INTERIOR STORAGE MEZZANINE DESIGN EVERETT, WASHINGTON STRUCTURAL CALCULATIONS Prepared For: Rick Thomas Construction �0 -� 7 5791 . 5, �jISTSVL C� S�ONAL,IC" , F,X�ifi1S 4f2� Structural Calculations Job #99430.00 Prepared By D'Amato Conversano, Inc. Structural Engineering Dept. October 15, 1999 2821 NORTHUP WAY6 SUITE 200 •BELLEVUE, WA 98004 •PHONE (425) 827-2238 •FAX: (425) 827-8986 4 DCI - ENGIh .)EERS Pro, No. Sheet No. D AMATO CONVERSANO INC. Project Date Subject By T�( -47L- - 13C-A- .l 'F-T ,41-1 I!Jy 1zD D I�,tJ e IZSLL + lSfxEF DL 77 � ( b 6. h--� PlCAiptl2-'}c5 �7-L CAP u—k m S Yt °`"/z C A-P LJ n =3s`� %(-kC- I,c(olC' L'PP 476L--(-C-1c) R rDCI - ENGI � ; EERS PrL. No. Sheet No. 211 D AMATO CONVERSANO INC. Project Date Subject By tj + �rJ CG �� 9Zc - I U @, I LQ CMG IL C-AP - a 1 D ,n MAP -so .g I• S I Z� �--z� z xiZ �b LA L►-�,o� _ °lid MDCI ENCI . .")EERS No. Sheet No. D 'AMATO CONVERSANO INC. Project Date Tm-r Co sr - " E�� DOSiCa>� lQ-r TJ Subject By TED / Eli ►�� . � l � rz ��� IrJ ► 5 ADD/7- o�v f V<12 Gt tk r-1 t r.3 o-n EX Pc d2�a r�riy E�v�o( +� ��sr -rw��.L .��� Z I X 31 S13 lCn c.� i OG:� —xjTL' Drz- Z. x 8 1 �75T � @ STD 12W�c i L ` �m � WOOD COLUMN CAPACITY (Based on 91 NDS) DCI Job# 99430 RT Const - Mezz Design \ Description Post Review Effective Column Length L1 = 8.00 ft ��pecies and Grade = DF #1 Effective Column Length L2 = 8.00 ft ,:� Fc = 1000 E — 1 ,600,000 Column Dimension d1 = 5.50 in ) Duration Factor (Cd) = 1 .00 Column Dimension d2 = 7.25 irt/ Wet Service (Cm) = 1 .00 Temp Factor (Ct) = 1 .00 Slenderness Ratio 1 = 17.45 Size Factor (Cf) = 1 .00 Slenderness Ratio 2 = 13.24 E' = 1 ,600,000 Fc* = 1000 Design slenderness ratio = 17.45 KcE = 0.3 (= 0.3 for visually and machine graded lumber) (= 0.418 for products with COVe <= 0.11) c = 0.8 (= 0.8 for sawn lumber) (= 0.85 for round timber piles) (= 0.9 for glued laminated timber) FcE = 1575.52 Cp = 0.82 Fc"Cp = 821 .20 Column Capacity = 32,745 Lb WOOD COLUMN CAPACITY (Based on 91 NDS) DCI Job # 99430 RT Const - Mezz Design Description Post Review Effective Column Length L1 = 10.�ft Species and Grade = HF #2 Effective Column Length L2 = 2.0 Fc = 1250 E = 1 ,300,000 Column Dimension d1 =E�El.50 0 Eiin Duration Factor (Cd) = 1 .00 Column Dimension d2 = Wet Service (Cm) = 1 .00 Temp Factor (Ct) = Slenderness Ratio 1 = 34.29 Size Factor (Cf) = 1 .00 Slenderness Ratio 2 = 16.00 E' = 1 ,300,000 Fc* = 1250 Design slenderness ratio = 34.29 KcE = 0.3 (= 0.3 for visually and machine graded lumber) (= 0.418 for products with COVe <= 0.11) c = 0.8 (= 0.8 for sawn lumber) (= 0.85 for round timber piles) (= 0.9 for glued laminated timber) FcE = 331 .77 Cp = 0.25 Fc*Cp = 311 .15 Column Capacity = 1,634 Lb �jc-r—ST q r.>gZ Icy-P 0.. S ZC6q oe, M O c�o Z.`P �, G ,�S C s>Z����i►'l l 1 0 5�2 �`��`o+� = D C I - E N G I l'--T E R S Pro, No. Sheet No. D ' AMATO CONVERSAN O INC. Project Date to -I3 410-1 Subject By \,j+ - o s. 5 I C-3 o s l . Z n2o c_ L (fir LtsA� Li- - FQ�6 �is-r-2 i(3u-�to�.J L Lc'� C er/a UN IT SF��iA�, f 4 LA at 1 -7 U. to I'M IZSVt J1 L- ti�p� `]LSD a� ep)-79 zzcQ PUT 17 1'10 i PAR 101 1?C�C� -113C4L C,e- 1 Ml QT-t b� 'PL Ywect0 11L f,L. C��.►.?i'', ate u--s DCI - ENGI ' `'4TFERS r D AMATO CONVERSAN O INC. 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V z p Q o le 0 v y G z a eL F o aaz tl y V a Z ` 1A < �m z x �� tl a y F. 3 0 d tl > Q z v a !3 "' z O a I x m z °C Tp _ a d 2 u cc c ` m O _ G 3 3 z _J Z Z O O m O p O O o O O r u. > O S� a O O U O EE _ _ V1 N v lLLJ i J O � LL o W \n Z ,J �Z < G _ S _ GxaJ < oz - z w < z = m (� U `r _ O O O Z O < u�f < Z Q nV S, f J Q m\ O� Z I J O p SMODUV N33M138 S3NIl IIV 313ldW00 SD C I - E N G I -T E E R S Prc No. Sheet No. D ' AMATO CONVEKSANO INC. Project Date I l w'.asFrr,��,� Subject � By2576111 C STF 4F� GENERAL STRUCTURAL NOTESjONALti��, GOVERNING CODE: The "Uniform Building Code", 1997 Edition, as adopted and modified by E�iiifS V2�I the City of Everett, shall govern design and construction. WOOD FRAMING MATERIALS: , it,• STRUCTURAL DETAILS: The structural drawings are intended to show the general character • Sawn Lumber. Conform to grading rules of WWPA, WCLIB or NLGA. and extent of the project. They are not intended to show all details of the work. Details noted "typical" apply to similar work throughout the project unless noted separately. Member Use Size Species Grade Light Framing 2x4 Hem-Fir Larch Standard STRUCTURAL RESPONSIBILITIES: The structural engineer is responsible for the strength Joists 2x6 - 2x12 Hem-Fir Larch No. 2 and stability of the primary structure in its completed form. Beams & Stringers 4x Hem-Fir Larch No. 2 CONTRACTOR RESPONSIBILITIES: The contractor is responsible for the means and Posts & Timbers 6x Doug-Fir Larch No. 1 methods of construction and all job related safety standards. He is responsible for the strength and stability of the structure during construction. • Glued Laminated Timber: Conform to AITC 117 "Standard Specifications for Structural Glue-laminated Timber of Softwood Species, Manufacturing and Design" and DESIGN REQUIREMENTS ANSI/AITC A190.1 "Structural Glued Laminated Timber". Camber all glulam beams to 2000' radius, unless shown otherwise on the plans. Glue-lams shall be grade species DESIGN LIVE LOADS: Storage Areas 125 PSF DF/DF with a combination type 24F-V4, SEISMIC DESIGN: Seismic Zone 3, Soil Type Sd, I = 1.0, R = 5.5. • Wood Structural Panels-Sheathing: Wood structural panels include: all veneer plywood, REFERENCE STANDARDS: oriented strand board, Conform to UBC Chapter 18 "Foundations & Retaining Walls." Minimum APA Rating ACI 301-96 "Standard Specifications for Structural Concrete", Location Thickness Span Rating Panel Grade Exposure UBC Chapter 23 "WOOD" Floor 23/32"T&G 24 O.C. STURDI-I-FLOOR 1 NDS - 1991 and NDS Supplement- 1991 "National Design Specification for Wood Walls 15/32" 32/16 C-D 1 Construction" Walls 7/16"OSB 24/16 C-D 1 DESIGN SOIL VALUES.Allowable Foundation Pressure (Assumed) . . . 1500 PSF Unless noted otherwise on drawings, install panels with long dimension across supports and with panel continuous over two or more spans. End joints shall occur over Assumed values shall be field verified by the Building Official or the Soils Engineer prior to supports. placing concrete. • Timber Connectors: Shall be "Strong Tie" by Simpson Company as specified in their FOOTING DEPTH: Exterior perimeter footings shall bear not less than 18 inches below finish catalog No. C-98 and shall be called out by letter and number. Alternate connectors by grade, or as required by the building official. Interior footings shall bear not less than 12 inches other manufacturers may be substituted provided they have ICBO approval for below finish floor, equivalent or greater load capacities. Connectors shall be installed per the manufacturer's instructions. Where connector straps connect two members, place one- MATERIALS: +_ half of the nails or bolts in each member. Provide washers under the heads and nuts of all bolts and lag screws bearing on wood. Unless noted otherwise all nails shall be Concrete shall be 2500 psi with a minimum 5 sack mix. common. - Reinforcing Bars ASTM A615, Grade 60, deformed bars. Tie Wire 16.5 gage or heavier, black annealed. G -7 CONCRETE COVER: Conform to the following cover requirements from ACI 301, Table 3.3.2.3: A minimum of 3"cover for concrete cast against the earth. , 5 • c�.�--- I.:a; .� Zlcgt �1.N .:d�J` -- - - -- hcy�.t,Gt��►: Ql x_� Jx 1 jrd OQL dos �crra ,� ��grv -��, Nb-z�► v�d ,, Z — — — -- -- -CZLG9j W-:p lop C`I L =) x3 , n "Z,� 9v-,S s��c`��5' ��is c►�,-.�.�,�„ � � �-?Cy 9'��� 9 s�41 N�in�- �� �sv53 Nwr-ice �t o��� S �-LocL N b-7d Nosd w 1 S h�t'Zd zr-�d 2h n 105) c-\c.�D ;f F ,� ►SLSZ 3�' & - Sr2a�� dg ��algns LD10—2-I-G�Ia��Q Derr ONVSIIHANO :D oivwd , a �. �N�aaus ON 7 �� S 2I I R-J O N I T) G t\ h . 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