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P 5 1�� I �vawow 6u!wn�ano al;}01 FBDAe e41°nw anoge slene�eti1�luau 6 6�181©�e��•l t 5 �. �{)1. �© S 15z► LJ--N1 SNO11' k3 aje nwnooe SL 1 lonal,cL aLA 10;6u!wnueno ii F -?$ N1 c dNIm 7:29Md 51 Vv2.o -z i�S d� r�nWcrn� " 11� p l q j0 9&,dd �oo-Z'0 o�� looLPS uoijdoouo�ale,mewwl-vol6ultiv 1 i u0aJ 52 Z► Few Zd Wd9E:01 EOW EZ '-+dti 8hb0 eaOK 'ON 3JOFid jvr INSPECTION REPORT-- ) iiGTpermitNo.: ©5 SZ7Y Lot * Address: t 2-0 o r�Contractor: /+ o0 Owner: 7-x- �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. gce P lWtit 7� TO Inspector: _ _5 _ Date: q- -014 TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ;<Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPOT, 71�� as,�10 G1T Y �� Permit No:_03-S2-7---Date: 0 Address/Lot No:_I f'39l`! ao u ht.Lp C� 1<�C L►]�7[Syi Contractor: tI N G"SO� Owner: _ Supervisor: ---P-kkL4 /�� 31a0 .03 r.077-3 ❑ Approval Correction Required `Corrections listed below MUST BE MADE before work can be approved ❑ Please contact inspector ❑ Was not able to perform inspection ❑ Call 360.435 0674 for re-inspection -24-hour notice required Inspector: �ros4 Date: TYP INSPECTION REQUIRED TESC STORM DR ROA LANDSCAPING ❑Slit Fence ❑Sub grade ; rngation ❑Check Dam $Catch Basin(s) ❑Rock ❑Soil ❑Inlet Protection ❑Manhole(s) ❑Curb&Gutter ❑Fertilizer ❑Temp.Sed ❑Oil Seperator(s) ❑Sidewalk ❑Bark ❑Sheeting ❑Down Spouts ❑Approach(s) ❑Plants ❑Straw ❑Trash Rack/Overflow ❑ATB ❑Trees ❑Seeding ❑Restrictor ❑Cl.B Asphalt ❑Root Barriers ❑Final ❑Level Spreader ❑Striping ❑Play Equipment ❑Treatment ❑Signing ❑Final ❑Infiltration ❑Final y it INSPECTION REPORT t " ¢tip N G J.� Permit No.: _o 3 5�7� Lot #: Address: 1°2—oo 5 7 s Contractor: ,M c �`r I N G,SO Owner: l A4 nn. c �n1 e- , Date: U ❑ 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. �-- G �' i r��.•fS r 'n Z__'TD Inspector: Date: YPE OF INSP TION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in 4 Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: n� N G INSPECTION REPORT ¢ti ?'O Permit No.: 03 sz-7 y Lot #: Address: r ZcO t7z' 5*'^ .5 7— � z Contractor: R44M O Owner: /MYK IN Date: y-I � ROVAL ❑ 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. =ter r Inspector: Date: r/ e PE OF INS ECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork Mechanical $,Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT iiING N GTPermit No.: 03 S27V Lot #: Address: / 2aoContractor: MM 0 A O Owner: PM M . �.�• � �r c Date: l- / Z-0 y O 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. Inspector: Date: 4-1 TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing Drywall, Nailing ❑ Consultation ❑ Foundation 9-Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: 3 q5 � INSPECTION REPORT" PNG 41�1 Permit No.: o3 5'2-Iy Lot #: Address: f 2100 E 5*f • Contractor: �w�a �9s41T, ,t4 Owner: �rti"- CON. � G Date: y- 7 c q 0-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. Aj.S 2 S- Inspector: �� Date: L/-7®o y TYPE OF INSPECTION REQUESTED ❑ Under-floor (L—` ( Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ALlnsulation 0 Other: INSPECTION REPO) } ¢1,ZN C. Permit No.: 03 52-7 N Lot#: Address: 1"0 6- 6 4-- S 7— Contractor: P-A^o INO�O Owner: I Date: ❑ APPROVAL , 1�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. i�—rt4197",Als PA-WO,9-t_ r?-°PiLUVWZ--- Inspector: _57,c Date: o'/--4-OY TYPE OF INSPECTION REQUESTED ❑ Under-floor Framing /' ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: 1&35r INSPECTION REPORT N GTO permit No.: 03 s2-11,-I Lot #: Address: I 1-c-o S*� Z Contractor: O Owner: M cam,A_J. 9s�IN C'� Date: 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. Inspector: Dater YPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing KDrywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT Permit No.: 03 52 Lot #: Address: 1,;LM S Contractor: O 9`rjI GO Owner: .- e I N Date: _ 3- Z Z ❑ 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. Inspector: Date: 3— Z2 zp'r TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing `Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation 0 Other: INSPECTION REPORT ii T Permit No.:D 3"�� 711 Lot #: Address: ,24a o� S tXContractor: aAd Owner:C' Date: b,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. Inspector: --Date: � r1 YPE OF INS CTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing -Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: UA V` INSPECTION REPORT ,, .3Z-_3 ¢1,IN G?'O 77 Permit NoZQ3 a Lot #: Q Address: 1 aa) j!5- 5iff • • � Contractor: � 4 Owner:` IqI N GIN Date: ❑ APPROVAL Oi�,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. Inspector: Date: PE OF IN ECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab Wood Stove ❑ Rough-in ❑ Final ,asonry ❑ Drainage Insulation )ther: 353 " 'INSPECTION REPORT `) ¢ti1N G TO Permit No.: 0 3 5 21 q Lot#: Address: /too E s-*° s 7- Contractor: i;_> 0 `ys, GAO Owner: I nA n� . ea.N , C l�-/"tU IN Date: 3 - 9 -0 4 ❑ 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. v�i L ,�o ►s 7 fl-ink C4 ex—S /N /Jr�FCyCy� 4-o73rF3 c� Inspector: �C_0'77— Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor (L-X Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT--) ji ?'0Permit No.: e3 5z-7 yLot #: Address: i 'Z co t✓ !!iContractor:Owner: i AAA% G,�.Date: 3 ._ -o V ❑ 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. tom_ ON s��a2.r till, Al<S u FI(' vie/eS /o A-7— /jr eA..ot-0/.*A.� w — 1 f CL LZ'TK-,t.ia `L . S�67LZ.T1 O.v �lLt NK ( c 7C << 4 t yL R� Inspector: Date: ✓7 '8 -OV TYPE OF INSPECTION REQUESTED ❑ Under-floor $� Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: � 32 INSPECTION REPORT i1N Permit No.: 527`I Lot #: Address: t'zo o 3r Contractor: /2-+4-�O0 Owner: / L-1 ,I),r c ,l;-,..Date: 'Ed-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. Inspector: Date: TYPE OF I SPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation X Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: r INSPECTION REPORT- -� 357 4titN G 1.O Permit No.: 57--7'Y Lot #: Address: /`Zao 6- 5"" s r Z Contractor: F--�o Owner: Imm . C a,J, FFyr►tzlf IN Date: /- a'1 -o L/ ❑ 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. Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation Ad�Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT ¢ti1N GrO Permit No.: 52-1 q Lot#: Address: 1 2-a0 7- Contractor: __jZ_Am o IN G,�O Owner: M M 6.6"J c , e f-,l rre14 Date: Z -1 7- 3 ❑ APPROVAL 42iPARTIAL 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. Inspector: Date: PE OF INSPE ION REQUESTED Un iie P=ffoo7 ❑ Framing ElGas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation 0 Other: �S INSPECTION REPORT ¢yZN G?'� Permit No.: Lot #: Q" Address: Contractor: jz'6VK0 9s, ,SO Owner: M M , C .N e-. c u l� SING Date: 1- 1-7 J2f,APPR0VAL 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. a�z 1 i�� iki'prz.�✓�-� /-�-P�!r-o✓vw-� Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping YFooting ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: is INSPECTION REPORT ) ¢1,1N G TO Permit No.: IS 2-7 y Lot #: TV Address: iF '5 o Z Contractor: R'tkm � 0 Owner: l Am -_ � � C. �IN Date: ❑ APPROVAL P'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. it-L_ 4-Pf'R-o,lm .J S . Inspector: �i.-� Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other:�c-__A_A INSPECTION REPORT ii T Permit No.:O-�' T Lot #: Address: /2<10 xFContractor: 1�1ofOwner:C' Date: ❑ APPROVAL y01PARTIAL 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. Inspector: f - Dater TYPE O SPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping Footing ❑ Drywall, Nailing ❑ Consultation Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT 3ZI3 N G?'O Permit No.: A/ Lot : Q" Address: Z Contractor: 0 Owner: T mo-r— IN G� Date: @VAL ,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. e lr1t_ c-�-r!trtrll Inspector: cS Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: .(l INSPECTION REPORT N GTO Permit No.: Lo Address: f r36Z T 2 h Contractor: c-pit c �s �O Owner: TIVI-1 n L ° . ' PLC A IN C' Date: R ❑ 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. /L.'A v Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry i ❑ Drainage ❑ Insulation 'Other: VIA' INSPECTION REPORT 1 Cp'® Permit No.: 5 2-1� Lot #: Address: f 2-U0 �. sContractor: i�-,art t) OOwner: M `� c_0 N G� Date: Z�z / 10°3 — ❑ APPROVAL Xf-RARTIAL 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. r. V ev , ` CG Inspector: Dater �� TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping A Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonryf Drainage ❑ Insulation ❑ Other: n INSPECTION REPORT 307 Jv\iNcr .¢ti O Permit No.: -,- YLot #: Address: /300 C h Z Contractor:.L V1'[ 9�, Owner: 04 m Gt-C ��N 1G Date: ❑ APPROVAL :XPARTIAL 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. Zee Inspector: Date: — p YPE OF INS CTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: C1-►� A r INSPECTION REPORT Y ¢ti1N GTO Permit No.: 5 2-7 N Lot #: Address: r 'zoo `5- .5 Z Contractor: fZ-A m o O Owner: ^m w-c-,o --,4 •r Date: ❑ APPROVAL 4-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. Inspector: Date: ? _ TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping U Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: FROM ; RMC ARCHITECTS PHONE NO. 3W 738 0448 Apr. 23 2003 10:3GAt1 PI �rx-e: crr03 -1:23 FROM pity of Arlington -immaculate Conception School April 20,2003 Page 5 of 8 (T�►�l °�T } S r�� CINsP � STRUCTURAL N - fi s (s c � I & rvs( �T1oN � � `c�c t�+l [C,N n/� Nor 1. From your information. Special inspectlon' is required for: PL Corcrete construction St7UC1Ur�: Steel Wc: 'f1 S SI t"T U N Qrt;• ffo�T I s ��T—p s Anchor bolts (Table 19-F) S NoT �(r�sP �� IN � - �� `tP�1" C�sT � ��N.olTon� V1�� 53� 2. It should be noted that the inspec'.or should submit 1701 3 and'on 1701 5orte and a final �• Signed report to you for these items. Sects 3. The soil report should provide an EFP for the restrained retaining walls. &J � 'qw SCk} tN�l�r"TI NCB 4, he floor diaohragm Is used as lateral support for the top of the restrained retaining t t� ( SF� SF 'r walls. The floor dlaphragm should be justified for the !at©ral load from the lateral 111 ' ` e8ft,`i pressure at the top of the wall. ��'Z` -� Sa�r 55j C 5. A detail should be provided where the restrained wall is parallel to the floor joists. PdvP�O �P'rP� / Blocking should be pro Aded to transfer the lateral earth pressure to the floor VI D No-T- MI-T diaphragm. -yam 6oR�tt?0t MAtry Fcoo sPP NIo of aaSTS Tb (e ��o,C , 5 P� tW Kt?►� )� I m�as w w - 6. A floor live load of 100 pef should be used for the corridors and entry areas. N�, .ro 'P/WP pP•ou tG�O 7� ' 7. The allowable capacity of the shear wells must be based on HF framing. The 57 ��pCf�fi GfAfATY correction should be mode per FN 1 of Table 23-II-I.1. The allowrble value for Sd 64 � �� f,, S P Lr Pq, , � � � �tT1�-GkiMENT ® 2'oc is 600 plf, not 640 plf. 6 T�� t�" N ©F' .� 1tCpMMON nNk�� r r 8. Additionally, the shear wall notes should specify the use of 8d common nails unless S Q gA is *& Q�1UkL, gK((dJAM� -y T7thT ktA,� N'Ai� OF, LoMMON the allowable values are further reduced. D pV C•-F-sL #-1 0) 'r ✓A-LLPF t s u n � ntJ E IN IT 9. It is difficult to determine the method used for the shear well design. if the � t(oN r�yE;I�p USES � - ON �iffc, 7y �f t'�i �� 'S `emu' perforated shear wall method is used, then the 2003 IBC should be consulted for the S� , � .� t oPF-N�Nc�S proper method of calculation. When using the perforated shear wall design, the YoTA Try Sc�N Cf &V �j' pPeN�N�s UStN� rn� ��WI.PrNb I�w� 1 Try )Mov �F -r}hS ►soMP�-c s / hold-down force at the end of each perforated wall is prescriptive and is not RS • yu. �P�L f ��PtTUf M osr ( ��" j Fact w f-+� . 55ta ( QJ S 5 I calculated malhemetically using the ncrnlal OTM-RM. A hold-down must be -iE f't R�r P�t`'� tN�S To P � W� provided at each and of each 'perforated'wall regardlees of any overturning) �Qt-T tvrTlNol �y 5 � WITS . {� G?�F'Jo Mft2nN r P�� .T� Fy calculations. The hold-down force is equal to the allowable shear from Table e-r✓ CW 2306.4.1 in plf(based on the actual nail type and spacing)x wall height. The � zTXF W.AsT1 t 1 N ecJR- overtuming calculations used by the engineer for the perforated shear walls are not applicable. Note that the hold-down must be placed at the and of a shear wail Zo P( s5 segment mooting the H/W ratio. 10.1f another method is used for shear walls with openings,than an example calculation must be provided. 7 or tP E T E 'G I N T A .0 T r iN A L- I S IP R 1409', 4552 51 AVENUE NE s �FSsoNAnL SEATTLE, WA 98105 TEL: (206) 527-7073 Ex�r s �� i I �� SECTS Pi-0;E No. 360 73a 0448 Apr. 23 2003 10:36AM P2 TC: 6E -3e 01446 -.:e� •.� L303 11!24 FROM: t City of Arlington—Immaculate Conception School April 20,2003 Page 6 of 8 �! • O<eLUMU�—p st (Z oZM 15 Davy. F ►Nt�!O 11.For determining thnt act tairc�Weve1s above must C added to the overturn ntg mement iZ1 -�T1-DNS lff-1"Z}fr Ft1�T 3' �S ©F 'RfG C�T :GS overtuming moms -t'�-}�f /*-� NO for the level under cenaideratiort. It t>a not correct to merely mulap eel he upper �— STi?7�*/ S{}� .5 $ MOMEr!TS "t{ M�}�C �f�-r,v ,4�� accumulated shears times the story helghk This is only app to ba ,.vcl. Secfson 1630.8.1 requires the total r;ion aSlthe lateral shear, ens,at each lebyltnbutary transferred to each wall in tre same pro S area. >� F— Wit-r.�, �2�t 1 ] t 5 GlaS To TF'!- WEST SIDS or= trit ut3ry area since this is a -TEt� PaallVrN0 ".No FV rZ A-U, i Z4- V.Shear disirlbuticn to tt^e various shear lines must be by W l T T o� �,�� ¢ P��a ggS 8E �S rfiS h '!e¢oUP TbCe L flexible diaphragm. The dist6huk;on used apQe oo°oft' e lac ral'��e at botch the interior Shear wall must be capa..le of resisting lovels. P,,% G- S� 11 r -Y & �'�-'� ME F sTi L!. unru, . 13,1-ho shaar walls at itt9 lOw9r)Sv91 in the NS directlon must use the accumulated S «- shear, not just the s;cry shear. the concrQte basemantwalt,are being used to ros�st lateral forces at 7te � �.�p(tti2 f'��S �� f�tST?✓p B� LNG. w�-VS W/ pip p)-t-IoN fit= N•G+N �� 14.Sincemus STf�-�T, Dy-r, �S 53 lower to-Vol in the E 6 dTh�exr), ti's des Holt poly sin a cotnoc et walls are used per Sect:cn 1633 2 for a portion of the 13tsrA resistance. t6v pptr& s7F#T t 6 PpI►EN A"nDrD - S 1+ A-96Vi= OtM 86{�J Sts� 15,A drag strut must t>e provided across the antis diaphragm width for the interior '. shear wall atb�oth level9. Section 1633.2.6. detail Please oast Instruct rr-, the rmnd and to REVISE AND RESUBMIT T E PLANS.rPlea e�`eel Gp�CtiOt1S tray u U85tiCnS= frog to contact me 4 thera are any q Sincerely, Chuck Williams SE CWA Consultants CC. Rosa McClure Cornwell!AfCROcs FAX: MO)738-C 49 _ i -•— .. ....... 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( 4yi / 1 H3 dl ONLLSIX3 01 A6 O A •" ___�`_^ �� Ms I _ _ d - -+ � - - - _ • ¢�- '' 3 uo?d ells s"al e86MLP oPrioul Aaw Lpp*N -M;Zdd� s; a 10 suoplPUW el tceogdde 4ua p loll a jol;+Lu ltlIIA f ii ao MD17K31n — j \ 1 I ,c of Js�J ssaeld'v'Pm Q-tA O lR �f 1� I d gam: `AXjlr:-. Di"- r..U1J .11laaAap—tuavoide-img•�� NYI 9NLL5110 C 1 �. /tzo { �• EF".r.'h'.�iF$L,"it^'_wF�jfl� !;�I�LliC}s7;^a1it3Y"1 LJy�6�;lra]IL�;l"3 r m n i t �� M City of Arlington Building Department REQUEST FOR REVIEW FORM PROJECT NAME: --rMau-Ld6c GI PROJECT ADDRESS: lao,0 e S-7W BP #• d 3 " S[;L74 PROJECT MANAGER: David Anderson, Building Official DATE OF CIRCULATION: /A -7/0 RETURN THIS FORM BY: TYPE OF PROPOSAL: A-/+ �m PROJECT SUMMARY: RESPONDING DEPARTMENTS: IJ TOM C., FIRE RECEI JIM T., GALE & GALE SEC rJ TERRY C., KAREN L., UTILITIES DEC 2 1 2002 IJ PLANNING DEPARTMENT r'' SHARREE L., GENERAL SERVICES r-3 GREGG E., ENGINEERING SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the"No Comments"box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. rJ MORE TIME REQUESTED, WILL SUBMIT ON rJ COMMENTS FOR THIS REVIEW ARE ON ATTACHED DRAWING r- COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO rJ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT /`�v � � �� -� Sim C•'v, 'L. fZev� E� 1=��sT REVIEWED BY DATE 8 3 City of Arlington Building Dept PUBLIC WORKS CHECKLIST PERMIT # DATE L 7 LEGAL Plat Lot Tax ID# NAME ADDRESS / /)Q y BUILDING USE i ,_-�/�,�,1 `r G'? # of BUILDING UNITS Existing Required Signature Date Water Meter Fire Hydrant Side Sewer Permit Monitoring Manhole Cross-Connection Control Sewer: Off site On site •� Water: Off site On site Pretreatment Discharge Permit Water/Sewer Fees V Date receivedrn) ' E C E 1 V E D Date Yellow returnedIm DEC 3'0 2002 Xill".e_s, Utilities Div. Date Pink returned • b City of Arlington Building Department REQUEST FOR REVIEW FORM PROJECT NAME: PROJECT ADDRESS: BP #: C2 3 --52 7<Z PROJECT MANAGER: David Anderson, Building Official DATE OF CIRCULATION: 17 RETURN THIS FORM BY: TYPE OF PROPOSAL: PROJECT SUMMARY: 02 57�h i RESPONDING DEPARTMENTS: IJ TOM C., FIRE JIM T., GALE & GALE TERRY C., KAREN L., UTILITIES ICJ., PLANNING DEPARTMENT Fl,d/ SHARREE L., GENERAL SERVICES IJ GREGG E., ENGINEERING SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the"No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. _ 13 MORE TIME REQUESTED, WILL SUBMIT ON r3 COMMENTS FOR THIS REVIEW ARE ON ATTACHED DRAWING COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT r I / REVIEWED BY DATE WN City of Arlington Building Department REQUEST FOR REVIEW FORM PROJECT NAME: PROJECT ADDRESS: /o2D BP #: � - 7 PROJECT MANAGER: David Anderson, Building Official DATE OF CIRCULATION: /,A/oz 7 RETURN THIS FORM BY: / - 45 D,3 TYPE OF PROPOSAL: PROJECT SUMMARY: RESPONDING DEPARTMENTS: TOM C., FIRE IJ JIM T., GALE & GALE IJ TERRY C., KAREN L., UTILITIES 3 PLANNING DEPARTMENT IJd SHARREE L., GENERAL SERVICES IJ GREGG E., ENGINEERING SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the"No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE,AND RETURN THIS FORM TO LINDA. MORE TIME REQUESTED, WILL SUBMIT ON IJ COMMENTS FOR THIS REVIEW ARE ON ATTACHED DRAWING rJ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT REVIEWED BY ; Z�'�'�' DATE *�71491&4co City • Arlington DepartmentUtilities Memo Toe Archdiocese of Seattle RAMO Fion Karen Latimer,Utilities Manager Oatm January 10,2003 Re Utility Review, Building Permit#03-5274 Your construction documents submitted with building permit #03-5274 have been reviewed for compliance with Water and Wastewater Department regulations. To receive approval for occupancy from the Water and Wastewater Departments,you will need to complete the items listed below. 1. Complete and return the enclosed Cross Connection Survey. 2. Install a State of Washington approved Double Check Valve Assembly(DCVA)on the domestic water service. Install the DCVA immediately after the water meter and before any branch connections,per City standard. 3. Call for inspections at the following points of construction. a. Priorto covering interior piping. b. Priorto covering underground piping. c. Priorto requesting final inspection by the Building Department. 4. Pay water and sewer fees prior to requesting a side sewer inspection. Please provide the requested information so we may finish processing your construction application review. I can be contacted at 36G 403-3505 to answer your questions. 1 City of Arlington Building Dept FIRE DEPARTMENT C ECKLL T PERMIT # ,J - T �' DATE: Id 7 le NAME: ADDRESS: p c C' J c y� r/,� -s' r LEGAL: BUILDING USE: ,L f.� �- V 1 OCCUPANCY CLASSIFICATION:�C�I J A B E F V003 1 1 2 12.1131 4 1 1 2 3 1 1 2 1 1 2 A4/ ,, 5 1 6 1 7 I M R S U IV 1.1 1 1.2 1 2 1 3 1 3 1 1 2 F3T4 5 1 2 TYPE OF CONSTRUCTION I II III 1V V F.R. F.R. ONE-HOUR N ONE-HOUR N H.T. ONE-HOUR N Item inspected& completed Signature &Date: Site Plan: Approved Denied Access Requirements: /00; A-GGFI '7V ��/d��✓ Required: Fire lane: Sprinkler system: f T f A A-j - - >z-c- Alarm system: 7� Knox Box: Fire extinquishers: / S Hydrant: t/�S # of hydrants required. - Location of Hydrant: AS ,4c)L,r,✓ G-1) 5'047//- slV - Location of Knox Box: MAIi/ Location of Fire Extinquishers: iti `1tiL1sf,of 63f - Fire Flow requirements: 'L�ti��G-�' Location of address on building: FIRE DEPT: Date: signature vaC( Build\form\fdchecklist J FROM :CITY OF ARLINGTDN FRX NO. :3604353906 h.tQv. 22 2002 12:23PM P4 RECEIVED CITY OF ARLINGTON 6 2002 CONSTRUCTION DES PERMIT ❑ COMBINATION BUILDING ❑ MECHANICAL PLUMBING CAN �1�' ❑ SIGN PERMIT NOO.. i� 0_3 3' S 271{ owrl�K ,+AILADdaEss CITY lip PHUNL Fl yt rh{01 4 i iA7�( Im mkt c/i-, S:�A WA ��1' Z�•3�Z �51 AKCHITLCT gR UCSIGN[R LITY LIP` PHUNL GF.NERALCON AL VK AILAUURE55 CITY Hn lb l0 WC NSE iC 0 2j wiDC 034C�IIA AL CUN RACTOR MAIL APOKESS CITY 21P PHONE ICkNSE If ex?.4d1v M DG T gp b 36o.(s9 PLVIN CONT0.ACTOR MAIL AUt)RE35 CITY I PHONE LICENSE I CLASSCFWUKK []NLW AUDITION ❑ALTERATION ❑REPAIR ❑DEMOLI IION C3 BUILDING RELOCATION VALLAT ION�F 00 KK 00 0 s. 131,5L 1OL WORK 2 s OyV P4VPU5(U USt Or BUILDING f3 S I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA. TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- :.LC.nL.IIL$(.KIPI ION VI rKUrt T r 34UWN OEL ' UR A T TAL(FL`Uk LLMILS) SIONS OF LAWS AND ORDINANCES COVCRNING THIS TYPE OF WORK L(n NL(xK aF WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT,THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR TAX 10NUMBER LOCAL LAW REGULATING CONSTRUCTION OF THE PERFORMANCE OF 3 Q�Q l— _RT—dT CONSTRUCTION.PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCE. UCNATuR[OFCONTRACTpZCRAVTrPOAIZEDACENT DATE 12-Ca e 15 x (OFFICE USE ONLY PLUMBING MECHANICAL NO. TYPO or FIXTURE ttE No. TYPE OF EQUIPMENT FEE WATERCLUSEI (10ILl1) AIR COND.UNIT5-H.P LA. k1AI111U9 REFRIGERATION UNITS-".P.LA LAVATUKY(H'A414 HASIN) BOILERS- H.P. I.A SIIOW(:R GAS FIRED A.G.UNITS-TONNAGE EA. KI ICIILN SINK 6 UISP. FU1tG'ED AIR SYSTEMS-B.T,U. MEA UISHWASHCR WALL HEATERS-8.T.U. M LAUNDRY TRAY UNIT HEATERS-B.T.U. M CLUIIILS W.ASIILR EVAPURAIIVE COOLCRS WAI IER IIEATLR CLOTHES DRYERS URINAL VLN I ILATION fAN DRINKINLI I'OUN I AIN RANGE HOOD COMMERCIAL FLUOR DRAIN AIR IIANULING UNIT- CPM VA(.VJM RKEAKERS STOVE 1(001 DRAINS- RAINLL•'AUL RS MLTAL FIREPLACE A CHIMNLY 5INK(5ERVICL -BAR.L fC.) WATER HEAYER GAS PIPING SUB TOTAL I SUN TOTAL PF.KMIT il PERMIT I TOTAL FEE if TOTAL FEE ; SIUI.YARD SL(EIALK S'rALL15LIsnCK REARYARDSETPACK P HECKN hIt K PLAN I3CKr[L ListlUN$ LUI A0 A, VACANT SITE - a3 PEE 223°•� ) L� ❑YES ❑NO FEES VALUATION FEC TYPh Oh CONS I OCCLPANCY CROUP ND.or OWLLLING UNITS PLAN CMCCKING YO i'/tU' 8LU0. 140.01',IORILS MAA.OGC.(•DAD BU%DINC f PLUMBINC F IRE SPRINKLLRI RIOUIREV ❑YES ❑NO MECHANICAL COMMENTS STATE ILDG.COM � ENERGYCODESURCHARGE ' l Yvonne Page From: Kris Remle [kremle@email.ci.arlington.wa.us] Sent: Thursday, January 09, 2003 10:46 AM To: Yvonne Page Subject: RE: Old Haller Bridge shoreline permit -----Original Message----- From: Williams, Aaron (mailto:WilliamA@WSDOT.WA.GOV] Sent: Thursday, January 09, 2003 10:37 AM To: Kristi Remle (E-mail) Subject: Old Haller Bridge shoreline permit Good morning Kristi- I am working on getting our submittal package together and just found out that I managed to leave the DRC meeting yesterday without a copy of your Public Notice Requirements Checklist. Please email, fax or mail me a copy of the checklist so that I can get the public notice materials ready for the submittal. thanks- Aaron Scott Williams Environmental Permit Coordinator 206-440-4521 fax- 206-440-4805 Aaron Williams MS 138 PO Box 330310 Seattle, WA 98133-9710 1 City of Arlington Building D" - �) 5ol-7 FIR DEPARTMENT CHECKLISPERMIT # ©3J DATE: Id 7 ' � NAME: �f W1CSC(�t,G r C,� CeDha 0-"� ADDRESS: r LEGAL: BUILDING USE: L��U i OCCUPANCY CLASSIFICATION: A B E F H F1-F2 12.1131 4 1 1 2 3 1 1 2 1 1 2 1 3 1 4 1 5 1 6 1 7 I M R S U 1.1 1 1.2 1 2 1 3 1 1 1 3 1 2 3 4 5 1 1 2 TYPE OF CONSTRUCTION I II III 1V V F.R. F.R. ONE-HOUR N ONE-HOUR N H.T. ONE-HOUR N Item inspected&completed Site Plan: Approved Denied Signature & Date: Access Requirements: Required: Fire lane: Sprinkler system: Alarm system: Knox Box: Fire extinquishers: Hydrant: # of hydrants required: Location of Hydrant: Location of Knox Box: Location of Fire Extinquishers: Fire Flow requirements: Location of address on building: FIRE DEPT: Date: Signature BuildTormTdchecklist City of Arlington Building Dept PUBLIC WORKS CHECKLIST PERMIT # Q3-S,:�7q DATE _fa o� 7' D LEGAL 3ld5D/ -C�D� 'GbS=mod Plat Lot Tax ID# n r NAME ADDRESS BUILDING USE k7 1/J # of BUILDING UNITS Existing Required Signature Date Water Meter Fire Hydrant Side Sewer Permit Monitoring Manhole Cross-Connection Control Sewer: Off site On site Water: Off site On site Pretreatment Discharge Permit Water/Sewer Fees Date received Date Yellow returned Date Pink returned E N 0 Z 0. pp 1! O ® l > m O n Z ~ E m G� CC Lr) m LmLiv o C� C LJ C w m 3 u Q O E s 4J N 9 w m c o u u O *' o E L Q. 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O O c0i H 0 � � �, N � � v, :� ° 0 � 'b � •d 04 rn _O F. NUO•• $w UyN ,a3 ' .b4? Q` "7 gy C��CCn Oq . oy ' N p y LL. O >� N >'DO O 4Q4 O ,O cd N a0u0 c-cc�t bq > O cOi c o W a N vOi .n O c°i p 4 .n $ ai cOv ti RETAINING WALLS Cast In Place Walls We recommend that the building and yard transition cast-in-place retaining walls be designed for lateral pressures based on an equivalent fluid density of 35pcf for level backfill and up to 50 pcf for a sloped backfill of 2H:1V. Sloping backfills less than 2H:1V should be interpolated ^' between the level and 2H:1 V backfill values. These values apply to walls not restrained against rotation when backfill is placed. The above-recommended lateral soil pressures do not include the effects of surcharges such as storage, traffic or other surface loads. However, based on the proposed building layout, we do not anticipate effects from surcharge loads. If surcharge loads will be placed within 10 feet of the top of the wall, we can provide the resulting lateral pressures. As will be discussed later, the Puget Sound area is seismically active. Thus, we recommend a uniformly distributed seismic surcharge of lOH psf(H = Height of wall) be applied to the wall with a corresponding reduction in the factors of safety to 1.1 or greater. The recommended lateral earth pressures assume a free-draining condition behind the wall. This free-draining condition is present in the native conditions. We understand that a storm water system is not available at the footing drain/retaining wall drain elevation. We have provided drainage recommendations in a subsequent section of this report. We recommend that a less permeable native soil be used at the ground surface adjacent to the wall to limit infiltration. To prevent moisture from infiltrating into the building wall,waterproofing details should be provided for the exterior building wall face. For landscape or other exterior walls, we recommend weepholes at about 4-foot centers at the base of the wall. Mechanically Stabilized Earth (MSE)Walls A mechanically stabilized earth(MSE)wall is another option for landscape retaining walls on the site. The MSE wall system can be a more cost-effective solution for retaining walls on slopes with loose soils and where the topography, wall geometry, and aesthetics are key concerns. In this case,some of the economy is lost because additional soil must be excavated and re-placed to install the geogrides. A MSE wall provides strength to the retained soil by reinforcing the soil with geogrids. Geogrids are typically composed of polyurethane webbing that interlocks with the surrounding soil. The geogrids provide strength to the soil similar to reinforcing steel providing strength to concrete. Concrete blocks can be used to protect the face of the reinforced earth section from raveling and erosion. The on-site sand is suitable for use as backfill in most weather conditions. It is our opinion that no special drainage provisions would be required. We can provide plans and specifications for an MSE wall, should this be desired. G e o E n g i n e e r s 9 File No. 1361-003-00-5130E/102201 r: J i DRAINAGE CONSIDERATIONS General We recommend that pavement surfaces be sloped so that surface drainage flows away from the building. We recommend that all roof drainage be collected in tight lines for diversion into the storm drain system. Grading in all areas should be accomplished to avoid concentration of runoff on ,cut slopes,natura'sl steeper than 10 percent or other erosion-sensitive areas. noting and Retaining Wall Drains We typically recommend footing drai here a portion of a building is below grade and at the base-of retaining walls. er,we understand that this site does not have gravity drainage orm sewer available. We are unaware whether the existing building has a footing drain or retaining wall drain. The sand at the site is relatively free draining and the gravel has a very high porosity to allow rapid drainage. It is our opinion that the risk of water entering the crawl space is very low such that a footing drain is not necessary. We recommend that the native sand, which has a fines content in the range of 2 to 5 percent(not the fill at the site)be used for wall backfill. We recommend that a geocomposite drainage material such as Enkadrain or Miradrain be placed against the basement retaining wall. Stormwater Infiltration We understand that the stormwater will be infiltrated at the site. It is our opinion that the site is suitable for stolmwater infiltration in accordance with Washington State Department of ' Stormwater Management Manual procedures. The high seasonal ground water level is well below the minimum 3 feet of vertical separation between the base elevation of the infiltration system. We performed percent fines analysis on two samples of the sand and a sieve analysis on one sample of the gravel at the site. According to the Storm water Management Manual, the soil is classified as a"sand." The results indicate that the limiting infiltration soil at the depths of the base of the infiltration pond correspond with an infiltration rate of 8.27 inches per hour. A minimum factor of safety of 2 should be applied. This value does not include any adjustments for maintenance or other long-term impacts from the runoff. SEISMIC CONSIDERATIONS General Design of structural elements and other significant improvements for sites located within the seismically active Puget Sound region will need to include resistance to lateral seismic forces. Hundreds of earthquakes have been recorded in the Puget Sound area. Seismicity in this region is attributed primarily to the interaction between the Pacific, Juan de Fuca and North American plates. From the interaction of these plates and their resulting tectonic stresses, seismologists have identified three different earthquake sources in the region: (1) subduction zone earthquakes, (2) deep focus earthquakes, and (3) shallow, crustal earthquakes. A brief description of each source and the relative hazard posed by earthquakes generated from these sources are given in the following sections. G co Engineers 10 File No. 1361-003-00-5130FJ102201 • •iy •1 I Y Subduction Zone. Research is presently underway regarding historical, large magnitude subduction-related earthquake activity along the Washington and Oregon coasts. Subduction zone earthquakes occur where the North American plate first overrides the Juan de Fuca plate. This initial contact area is called the Cascadia subduction zone that runs offshore between Vancouver Island and Northern California. Along the Washington coast, the Cascadia zone is approximately 60 miles off the Pacific coastline. Geologists are reporting evidence that suggests several large magnitude earthquakes (Richter magnitude 8 to 9) have occurred in the last 1,500 years, the most recent of which occurred about 300 years ago. No earthquakes of this magnitude have been documented during the recorded history of the Pacific Northwest (150 years). Local design practice in Puget Sound and local building codes have typically not included the possible effect of a very large subduction earthquake in the design of structures. Proposed new codes not currently adopted will include design ground motions from these powerful, yet infrequent earthquakes. Deep Focus. The Juan de Fuca plate is subducting beneath the North American plate. It is thought that the resulting deformation and breakup of the subducting Juan de Fuca plate might account for the deep focus earthquakes in the region. The most recent large, deep focus event is the Moment magnitude 6.8 Nisqually earthquake, which occurred on February 28, 2001 near Olympia. Damage from this earthquake appears concentrated in the central and southern Puget Sound area,especially in areas of poor soil conditions and/or older buildings. Little to no damage has been reported in Snohomish County. Other recent large, deep focus events include: (1) in 1946, a Richter magnitude 7.2 earthquake in the Vancouver Island, British Columbia area; (2) in 1949, a Richter magnitude 7.1 earthquake in the Olympia area; (3) in 1965, a Richter magnitude 6.5 earthquake between Seattle and Tacoma. The deep focus earthquakes appear to occur with the greatest frequency. However, the seismic energy released from the deep, subducting plate (greater than 30 miles)is attenuated at the surface,reducing the severity of the ground shaking. Shallow Crustal. Shallow, crustal earthquakes are currently undergoing extensive studies within the region. These earthquakes are usually generated from surface or near-surface faults developed by the tectonic stresses,most of which have only recently been identified. The Seattle Fault, located between Bainbridge Island and Lake Sammamish through downtown Seattle, is probably the most well known surface fault in the area. Several other surface faults have been identified in the Puget Sound basin, though extensive vegetation and past glacial activity have obscured their surface features. The nearest shallow fault mapped is the South Whidbey Island Fault, a northwest-southeast trending structure down- thrown on the northeast side(Johnson, Samuel Y. et al., "The Southern Whidbey Island Fault: An Active Structure in the Puget Lowland, Washington," Geological Society of America Bulletin, Volume 108, No. 3, March 1996). The fault is marked passing south of the Everett area from Whidbey Island through Mukilteo. To date, this fault has not been demonstrated to be active in recent times(last 14,000 years),but studies are currently ongoing. G e o E n g i n e e r s 11 File No. 1361-003-00-5130FJ102201 1 I Earthquakes generated from these faults appear to occur less frequently and will likely have smaller magnitudes than the other two sources. However, these earthquakes will occur in close proximity to both the surface and urban regions. Therefore, the potential for damage from these earthquakes is significant. Seismic Codes and Site Coefficients As discussed, the site is located in a seismically active area. Earthquakes occurring in this area can be damaging, particularly to older structures that were built in accordance with past seismic codes or a structure underlain by loose or soft soils. Newer structures, designed in accordance with the latest seismic codes and that have proper foundations and structural detailing, have performed well during recent earthquakes. However, modern seismic codes are formulated to provide only life safety protection during a large earthquake. Cosmetic and some structural damage are considered acceptable. If better performance during a large earthquake is desirable, it may be necessary to upgrade the design of the structure beyond the current seismic code levels. We can provide additional information for site-specific earthquake analyses,if requested. We have provided site coefficients for seismic design using the 1997 UBC. Based on past earthquake activity, the 1997 UBC assigns the Puget Lowland region a Zone 3 rating for seismic activity on a scale of 1 (lowest) to 4 (highest). The corresponding seismic zone factor, Z, for Zone 3 is 0.3. The site amplification factors derived from the 1997 UBC is SD for a stiff soil profile. This is based on our site specific study and knowledge of the area from previous geotechnical and hydrogeologic studies. Liquefaction Potential Liquefaction refers to a condition where vibration or shaking of the ground, usually from earthquake forces, results in the development of excess pore pressures in saturated soils and subsequent loss of strength. This can result in consolidation and/or lateral spreading of the affected soils with accompanying surface subsidence and/or heaving. In general, soils, which are susceptible to liquefaction, include loose to medium dense clean to silty sands which are saturated (i.e.,below the water table). We made a limited evaluation of the liquefaction potential at the sites based on subsurface information obtained in the test pits. The loose to medium dense recessional sands and gravels are not saturated and considered non-liquefiable to the depths explored. The site is likely underlain by a greater depth of high-energy gravels with a relatively low susceptibility to liquefaction over glacial till. Till is glacially consolidated material that is considered non- liquefiable. G e o E n g i n e e r s 12 File No. 1361-003-00-5130E/102201 i i LIMITATIONS We have prepared this report for use by the Immaculate Conception Parish, RAMO, and other members of the design team for use in design of this project. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted geotechnical practices in this area at the time the report was prepared. No warranty or other conditions,express or implied, should be understood. Please refer to the appendix titled Report Limitations and Guidelines for Use for additional information pertaining to use of this report. We appreciate this opportunity to be of service to Immaculate Conception Parish, RAMO and the design team on this project. Please call if you have any questions regarding this report or we can provide additional assistance. Respectfully submitted, 4��WA GeoEngi �rs,Inc. F x ar K.McCain 22151 w Staff E ' c r Ssl�2�•AL Er New - 2 an. R e Gordon, P.E. P ncipal AKM:JRG:ads Document ID:136100300r.doc Copyright°2001 by GeoEngineers,Inc. All rights reserved. G e o E n g i n e e r s 13 File No. 1361-003-00-5130EII02201 I -_ "COX ?c 7 • a � / HALLERL E 1nAV 3 — BURKE :'o AV /SITE z O z + 61 AV FpK� ' �kE Rp 5300 ' 2 rN Av ro DIVI ION ST v. 220TH sr PARK 4n1 ST S < "'a�MID NE `L` �. RIDE 2 r + 6 ,� > . � 3RD $T C� A � a u < PARK ` m = x z 5i RIDE N + � !S 7 w W 8 1ST = s = u0 I Aoo 01 _ r a LE � � .. � MAPLE ST 10 u� — yp y F�; T DR 2 Y NLIaWD OR ST �© t 211TH c� s i ARCIAGTCW HS " TWIT N£ HIGHLAND DR ST K$ g O� wwa ST ar T ST NE A� Si y _:5ate < 6600 �2EL Al NSEN F tr PORTAGE ST y 207n� n ST zz; �� n 3 h t ��6NE sT "ftD TH ST NE , 204TA T .1... 201 ST ST NE z , _PI _: Z"PL HE g I 199TH R o � 15 NE Q P z 197TH ST NE ^to ------- - INGTON p r _ 8 196 S1'ME 14 ' 4/ 3 v a 0 U 1 O o N i 0 Q U O O 0 0 2400 4800 o_ `o SCALE IN FEET Reference. This map reproduced with permission granted by THOMAS BROTHERS MAPS. This map is copyrighted by THOMAS BROTHERS MAPS. It is unlawful to copy or reproduce all or any part thereof, whether for personal use or resale, without permission. w U �� VICINITY MAP Geo��Engineers FIGURE 1 Y Q 1 I f I APPENDIX A G e o E n g i n e e r s File No. 1361-003-00-5130FJ102201 I APPENDIX A FIELD EXPLORATION AND LABORATORY TESTING EXPLORATION PROGRAM Subsurface conditions for the proposed building were explored by excavating three test pits south and east of the existing structure. The approximate locations of the test pits are shown in Figure 2. The exploration locations were chosen based on our understanding of the project at the time of the exploration program. The locations were established by taping and pacing from existing landmarks. The locations should be considered approximate. The soils were classified in accordance with the soil classification system presented in Figure A-1. The test pit logs are presented as Figures A-2 through A-4. Subsurface conditions at the site were evaluated during our geotechnical study on September 28,2001,by excavating three test pits with a rubber-tired backhoe provided by the Parish. A staff geotechnical engineer from our office observed the explorations and prepared detailed logs. All test pits were backfilled and loosely tamped with the backhoe upon completion. LABORATORY TESTING All soil samples were brought to our laboratory for further examination. Selected samples were tested:to determine their moisture,fines contents,and grain size distribution. The results of the moisture and fines content tests from the test pits;are presented on the test pit logs,Figures A-2 through A4. The results from the grain size distribution test are presented in Figure A-5. G e o E n g i n e e r s A-1 File No. 1361-003-00-5130E/102201 LABORATORY TESTS SOIL GRAPHICS AL Atterberg limits CA Chemical analysis CP Compaction SM Soil Group Symbol CS Consolidation (See Note 2) DS Direct shear GS Grain size %F Percent fines _ Distinct Contact Between Soil HA Hydrometer analysis \ Strata SK Permeability Gradual or Approximate SM Moisture content Location of Change Between MD Moisture and density —\ Soil Strata ST Swelling test TX Triaxial compression UC Unconfined compression Approximate Location of Change Within a Soil Strata Measured ground water level Ground water encountered during drilling Perched water encountered during drilling Bottom of Boring BLOW-COUNT SAMPLE GRAPHICS s m 0 0 N W EL EL C7 ri 0 0 M g NOTES: M 1. The reader must refer to the discussion in the report text, the Key to Log Symbols and the exploration logs for a proper understanding of subsurface conditions. a 0 2. Soil classification system is summarized in Figure A-1. m C } r KEY TO LOG SYMBOLS Project: Immaculate Conception Parish $ Geo1$R9Engineers Project Location: Arlington, WA Figure:A-1 Project Number: 1361-003-00 Sheet 1 of 1 Date Excavated: 9/28/01 Logged by: AKM Equipment: JCB 215S Rubber Tire Backhoe Surface Elevation (ft)- 176.5 iv TESTS Z MATERIAL DESCRIPTION o AND NOTES OTHERNOTES > N N U C aim a) a) E a> a a� c uJw 04� E com of m0 0 c4 uJ C7� C7cn �U Topsoil SP-SM Drown fine sand with silt and occasional gravel(dense,moist) 175 (fill) 1 6 SP Drown fine sand with trace silt(medium dense,moist) 2 4 5 170 3 7 %F=5.2 Grades with occasional gravel 10 4 5 165 _ °o° GP Gray fine to coarse gravel with cobbles and medium to coarse sand 5 0 0 (medium dense,moist) 3 Test pit completed at 12 feet below ground surface on 9/28/01 No ground water encountered during excavation Severe caving observed from 3 to 12 feet Disturbed soil samples obtained at 2,4.5,7.5,9.5 and 11.5 feet 15 160 S m `a 0 N W 20 a ei 0 155 s 0 0 0 a 25 N Note:See Figure A-1 for explanation of symbols I a N W w LOG OF TEST PIT TP-1 Project: Immaculate Conception Parish GeoI$�Engineers Project Location: Arlington, WA Figure:A-2 R Project Number: 1361-003-00 Sheet 1 of 1 i i Date Excavated: 9/28/01 Logged by: ___ AKM Equipment: JCB 215S Rubber Tire Backhoe Surface Elevation (fl) 174.5 a OTHER TESTS z MATERIAL DESCRIPTION AND NOTES ay y o o c wwCAco m f0 `20 ° % �00 0 cn rn C7� 0 rn U "topsoil SP-SM Reddish brown fine to medium sand with silt(medium dense, 1 moist) 15 SP Brownish gray fine sand with trace silt(medium dense,moist) 2 3 %F=2.9 170 3 6 5 Grades with occasional gravel - o o GP Brown and black line to coarse gravel with medium to coarse sand 4 4 0°0 and cobbles(medium dense,moist) - 165 ° 0 0 10 ° 0 0 0 3 5 o 0 Test pit completed at 11 feet below ground surface on 9/28/01 No ground water encountered during excavation Moderate caving observed from 6 to 11 feet Disturbed soil samples obtained at 1.25,3,4.5,8.5 and 10.5 feet 160 15 o - N 155 Uj 20 0 M 0 O O O 17 a 150 25 N Note:See Figure A-1 for explanation of symbols a r w W LOG OF TEST PIT TP-2 Project: Immaculate Conception Parish $ GeoR�Engineers Project Location: Arlington, WA Figure:A-3 Project Number: 1361-003-00 sheet 1 of 1 i Date Excavated: 9/28/01 Logged by: AKM Equipment: JCB 215S Rubber Tire Backhoe Surface Elevation (ft):_ 173.5 Z MATERIAL DESCRIPTION o OTHER TESTS AND NOTES > t O O U C O E 76 N O E N p W �w M m o > 0 to to 3. C7 CD to U Topsoil _ SP Brown fine sand with trace silt and occasional fine gravel and roots(loose,moist) 5 170 2 5 5-Grades to medium dense 3 6 0 o GP Brown and black fine to coarse gravel with medium to coarse sand 0 0 165 ° and cobbles(medium dense,moist) 4 0 3 0 0 0 10 0 0 0 0 0 0 5 0 0 3 GS Test pit completed at 11.5 feet below ground surface on 9/28/01 No ground water encountered during drilling Severe caving observed from 1.5 to 12 feet Disturbed soil samples obtained at 2,4,7.5,9 and 11 feet 160 15 S m o - 0 155 N N 20 4 of O M O S n 8 150 25 L N Note:See Figure A-1 for explanation of symbols a UJ w LOG OF TEST PIT TP-3 Alto, Project: Immaculate Conception Parish GeoI Engineers Project Location: Arlington, WA Figure: A-4 Project Number: 1361-003-00 Sheet 1 of 1 e Particle Size Analysis Summary Data Job Name: Immaculate Conception Parish Job Number: 1361-003-00 Tested By: AKM Date: 10/1/01 Boring#: TP-3 Sample M 5 Depth: 11 FT Moisture Content(%) 2.9% Hydrometer Data Percent Grain Sieve Size Passing(Y.) Diameter Percent Passing ) (mm) 3.0 in. 100.0 1.5 in. 100.0 3/4 in. 78.0 3/8 in. 9.5-mm) 64.3 No.4 4.75-mm 46.8 No. 10 2.00-mm 23.6 No.20 .850-mm) 10.2 No.40 .425-mm) 3.5 No.60 .250-mm) 1.3 No. 100 .150-mm 0.8 No.200 .075-mm) 0.7 ILL PI D10 0.83 D30 2.54 D60 8.02 Cc 0.97 Cu 9.66 ASTM Classification Group Name Black poorly graded gravel with sand Symbol (GP) (med.dense, moist) ; � Figure A-5 Ge0��Engineers Soil Classification Data Sheet P/1361003/la bwork/sievedata As • I f APPENDIX B G c o G n g i n e e r s File No. 1361-003-00-5130FJ102201- APPENDIX B REPORT LIMITATIONS AND GUIDELINES FOR USE' This appendix provides information to help you manage your risks with respect to the use of this report. GEOTECHNICAL SERVICES ARE PERFORMED FOR SPECIFIC PURPOSES, PERSONS AND PROJECTS This report has been prepared for use by the Immaculate Conception Parish and RAMO. This report may be made available to the project design team for review. This report is not intended for use by others, and the information contained herein is not applicable to other sites. GeoEngineers structures our services to meet the specific needs of our clients. For example, a geotechnical or geologic study conducted for a civil engineer or architect may not fulfill the needs of a construction contractor or even another civil engineer or architect that are involved in the same project. Because each geotechnical or geologic study is unique, each geotechnical engineering or geologic report is unique, prepared solely for the specific client and project site. No one except the Immaculate Conception Parish, RAMO, and the project design team should rely on this report without first conferring with GeoEngineers. This report should not be applied for any purpose or project except the one originally contemplated. A GEOTECHNICAL ENGINEERING OR GEOLOGIC REPORT IS BASED ON A UNIQUE SET OF PROJECT-SPECIFIC FACTORS This report has been prepared for the proposed building south of the existing church building. GeoEngineers considered a number of unique, project-specific factors when establishing the scope of services for this project and report. Unless GeoEngineers specifically indicates otherwise, do not rely on this report if it was: • not prepared for you, • not prepared for your project, • not prepared for the specific site explored,or • completed before important project changes were made. For example,changes that can affect the applicability of this report include those that affect: • the function of the proposed structure; • elevation, configuration, location, orientation or weight of the proposed structure; • composition of the design team; or • project ownership. If important changes are made after the date of this report, GeoEngineers should be given the opportunity to review our interpretations and recommendations and provide written modifications or confirmation,as appropriate. 1 Developed based on material provided by ASFE,Professional Firms Practicing in the Geosciences;www.asfe.org. G e o E n g i n e e r s B-1 File No. 1361-003-00-5130F1102201 SUBSURFACE CONDITIONS CAN CHANGE This geotechnical or geologic report is based on conditions that existed at the time the study was performed. The findings and conclusions of this report may be affected by the passage of time, by manmade events such as construction on or adjacent to the site, or by natural events such as floods, earthquakes, slope instability or ground water fluctuations. Always contact GeoEngineers before applying a report to determine if it remains applicable. MOST GEOTECHNICAL AND GEOLOGIC FINDINGS ARE PROFESSIONAL OPINIONS Our interpretations of subsurface conditions are based on field observations from widely spaced sampling locations at the site. Site exploration identifies subsurface conditions only at those points where subsurface tests are conducted or samples are taken. GeoEngineers reviewed field and laboratory data and then applied our professional judgment to render an opinion about subsurface conditions throughout the site. Actual subsurface conditions may differ, sometimes significantly, from those indicated in this report. Our report, conclusions and interpretations should not be construed as a warranty of the subsurface conditions. GEOTECHNICAL ENGINEERING REPORT RECOMMENDATIONS ARE NOT FINAL Do not over-rely on the preliminary construction recommendations included in this report. These recommendations are not final, because they were developed principally from GeoEngineers' professional judgment and opinion. GeoEngineers' recommendations can be finalized only by observing actual subsurface conditions revealed during construction. GeoEngineers cannot assume responsibility or liability for this report's recommendations if we do not perform construction observation. Sufficient monitoring, testing and consultation by GeoEngineers should be provided during construction to confirm that the conditions encountered are consistent with those indicated by the explorations, to provide recommendations for design changes should the conditions revealed during the work differ from those anticipated, and to evaluate whether or not earthwork activities are completed in accordance with our recommendations. Retaining GeoEngineers for construction observation for this project is the most effective method of managing the risks associated with unanticipated conditions. A GEOTECHNICAL ENGINEERING OR GEOLOGIC REPORT COULD BE SUBJECT TO MISINTERPRETATION Misinterpretation of this report by other design team members can result in costly problems. You could lower that risk by having GeoEngineers confer with appropriate members of the design team after submitting the report. Also retain GeoEngineers to review pertinent elements of the design team's plans and specifications. Contractors can also misinterpret a geotechnical engineering or geologic report. Reduce that risk by having GeoEngineers participate in pre-bid and preconstruction conferences, and by providing construction observation. G e o E n g i n e e r s B-2 File No. 1361-003-00-5130E/102201 DO NOT REDRAW THE EXPLORATION LOGS Geotechnical engineers and geologists prepare final boring and testing logs based upon their interpretation of field logs and laboratory data. To prevent errors or omissions,the logs included in a geotechnical engineering or geologic report should never be redrawn for inclusion in architectural or other design drawings. Only photographic or electronic reproduction is acceptable,but recognize that separating logs from the report can elevate risk. GIVE CONTRACTORS A COMPLETE REPORT AND GUIDANCE Some owners and design professionals believe they can make contractors liable for unanticipated subsurface conditions by limiting what they provide for bid preparation. To help prevent costly problems, give contractors the complete geotechnical engineering or geologic report, but preface it with a clearly written letter of transmittal. In that letter, advise contractors that the report was not prepared for purposes of bid development and that the report's accuracy is limited; encourage them to confer with GeoEngineers and/or to conduct additional study to obtain the-specific types of information they need or prefer. A pre-bid conference can also be valuable. Be sure contractors have sufficient time to perform additional study. Only then might an owner be in a position to give contractors the best information available, while requiring them to at least share the financial responsibilities stemming from unanticipated conditions. Further, a contingency for unanticipated conditions should be included in your project budget and schedule. CONTRACTORS.ARE RESPONSIBLE FOR SITE SAFETY ON THEIR OWN CONSTRUCTION PROJECTS Our geotechnical recommendations are not intended to direct the contractor's procedures, methods, schedule or management of the work site. The contractor is solely responsible for job site safety and for managing construction operations to minimize risks to on-site personnel and to adjacent properties. READ THESE PROVISIONS CLOSELY Some clients, design professionals and contractors may not recognize that the geoscience practices (geotechnical engineering or geology) are far less exact than other engineering and natural science disciplines. This lack of understanding can create unrealistic expectations that could lead to disappointments, claims and disputes. GeoEngineers includes these explanatory "limitations" provisions in our reports to help reduce such risks. Please confer with GeoEngineers if you are unclear how these "Report Limitations and Guidelines for Use" apply to your project or site. G e o E n g i n e e r s B-3 File No. 1361-003-00-5130E/102201 GEOTECHNICAL, GEOLOGIC AND ENVIRONMENTAL REPORTS SHOULD NOT BE INTERCHANGED The equipment, techniques and personnel used to perform an environmental study differ significantly from those used to perform a geotechnical or geologic study and vice versa. For that reason, a geotechnical engineering or geologic report does not usually relate any environmental findings, conclusions or recommendations; e.g., about the likelihood of encountering underground storage tanks or regulated contaminants. Similarly, environmental reports are not used to address geotechnical or geologic concerns regarding a specific project. G e o E n g i n e e r s B4 File No. 1361-003-00-5130F1102201 �� I � �' DASCM'CH-F WALL DE:SIGM --------- ----------------------------------------------------------------- R E T E R DATE: 12-Dec GINTAUTAS PROD: N A Z I S SUBJ: A . E . C BASEMENT WALL_ DESIGN --------- -------------------------------------------------------------- 1 = heiaht of surcearge kALL GEOMETRY DESIGN PARAMETERS Rtop = lA f- 2.04 ----------+-------+1.38 *----+ 10 in iki THICK )ii 55 pcf Ea FLUID PRESS _ ----------+ ;=Rt fixhot;l ii 12 in BALL to FOE >)'> I20 ocf SOIL dEISHT/SEISAIC " simple span: ,; \ in FOUND NIOTH )>i 40 ksi F� (no insp.) I ft HT 7URCHAR5E >>) 2.5 ksi f c tno insp.) i; 12 fit HEIGHT >)> 0.75 in I.F. cover floor i \ i0 in FTC THICK ))) 1.5v in G.F. cover height ))> 5 Qar size 12 ; * moment @ ;: ;;- moment \ \ cant. s an: ;; ;:cantelever; \ \ =PHso7 PIGMENTS AND REACTIONS A @ ;; ; 1 5 I i`=Pefp\ 1 1.44 kIf 14 ;; 11 ; 3.96 k,fti \ HORIZOHTAL REACTIONS +N sisple IL/E v ----------+; ; -------------=--------- ---------------- ---- R top = 2.04 klf N= L10 fk/If Rhot = 10 ; ph = 0.660 0.120 R bot = 3.36 klf An=11.34 fkilf 3.36 'Aa -----------* ksflft ksf/ft ------------------------ ---------------------------------- +-------------------------+ ---------------------------------- 5.40 klf *A filed k114 -A fixed VL/8 l2 1v 12 ---------------- ---------------- ---------------- --------------- aACE FOOTING IS LARGE k A= 463 fk/If -A ffiq = -5.40 klf CAP REDUCE 41 ADD -As Ao= 6.48 fk/if -Auiftoj = -7.56 klf f------- 34 ----------) 4.235 = HEIGHTAIOTH UL;INATE CAPACITY OF iALL AT .75 BALANCED CONDITION ---------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------- u J.023 As minimum= 0.24 sq. n. 30 = Smai 31T 18 = Smax code lu= i11 ft-k/ft ----- SIAPLE SPAN ------ -_____ ------FIILITY AT FOOTING----------------- au= 4.35 in No simple = 11.34 fk/If No fzd = . 6.40 fk/lf -Mu fxd = -7.5i fk/lf �u= S7 ft-kfft As siule = 1.45 s4.44n. As fid = 0'.26 sq.in. -As fxd = -0.33 sq.in. 0.37:= au-act.. SIN:LE J AH CONDITION ----------------------------------------------------------------------------------------------- +As 0.45 sq.ia.ift. VIF i 0 @ SP.= n ia.`' mitE 18 in. aaxisum ?;%ED FOOTIifG RASE CONDITION --------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------- *As 0.26 sa.in. fL. VIF a4 a 4 5 SP.= 14 in. xithl 18 in. maximum -As !;.33 sq.ia.ift. 4F at a 4 @ SP.= 11 in. Vith 18 in. maximum 20 = LEH;T�i ♦-------------++ JII II \- 1 11 1 1• �- 1 i R llnif - 2040 Of sio soaa rued hot ' THICA PERP. REED. RE90. 40 = JA N ; <:- 1110D vOLTiCG;aH -VALU PAtIHG S:PACiIS 0.63 600 4 in. 5 II .- 1.- ,y.:AAS 9" b in. r s.a v.oS 930 6 in. $ -------------- wl _ R PER!,IL_i c RED. VALU* ACT46 ----------------- ----- ------------ r.: I0t0 a i...: V. .3 lt:iti -0 in. I I � I I _ I ' R �l { STRUCTURAL CALCULATIONS 13-DM-M IMMACULATE CONCEPTION -CHURCH ADDITION 1200 EAST FIFTH ARLINGTON WA 98223 WORKINCLUDED: STRUCIUM DESIGN A DOCUMENTATION WORK OY OTHERS: ARCHITECTURAL DOCUMENTATION P E T E R GINTAUTAS N A L 1 S A E C 4552 Slot AVENUE NE SEATTLE,WA 98105 TEL• 20&627-7073 �O 1 EXPIRES �a,. I STRUCTURAL CALCULATIONS 18-DO"2 IMMACULATE CONCEPTION CHURCH ADDITION 1200 EAST FIFTH ARLINGTON WA 98223 W"M lam: SIRUCFUW DWW&D=MWAnOff mmumT m DOCilMarAnoN P E T E R GINTAUTAS N A L 1 S a A E C 4552 Slat AVENUE NE SEATTLE,WA 98105 TEL- 2OM27--M73 �1TAU OF �ICNAL EXPIRES w x i"IfI3 411V10h!_'VrE3 x E3 rNIC3FZTH-!E;A3IJTH n = FR F E T E R DATE:11-Dec GINTAUTAS FRGJ:IC CHURCH ADD Fd A L I S DIR. NS • EW> NS> A cI Wi14D ANALYSIS UBC wind4 --------- ----------------------------------- ROiiE THE F0i100G: ---------------------------------------------------------- B --:'=EkPOSURpr FACTOR B)baiid or forest)20ft. over 20Z Area elfin ioi :C)flat S Open, over 1/2Ei :D`ilat, near i alin clear sight o- open eater 'sv doh = DESIGN WIND SPEED i,00 {"IMPDIiTAHCE +ACTGY {1,15iessential 8 ft = BUILDING HEIGhT PRESSURE BASIC FIND PRESSURE BASED ON WIND PRESSURE SUMMARY GUST FACTOR COEFFICIENT MAYIMUN WIND SPEED ----------------------------------- -------------------- -------- ----------------------------- PRESSURE = Ce I vq X Ds 1 I Ce Ce Ce ht Ce Cq 9s I psi ht B C D ht Cq sph Qs ----- ---- --- ---- --- ---- ---------- ---- ---- --- --- ----------------------------- i5 0.62 1.3 16.4 1.0 13.2 := 15 3.62 1.06 1.39 15 1.3 70 12.6 Iisf 20 0.67 1.3 14.; 1.0 14.3 ;= 20 0.67 1.13 1.45 20 1.3 i0 !6.$ psi 25 0.12 1. 16A 1.0 15.4 25 0.72 1.19 L 50 25 1.3 90 20.9 psf 3C 6.1d 1.3 16 A 1.0 16,2 30 0.16 1.23 1.54 36 1.3 100 25.6 osf 40 0AX-4 1.3 16.4 1.0 03 40 '13.84 1.31 1.62 40 1.3 110 31.0 psf 60 _-,95 1.4 11A 1.0 21.0 60 0.95 1.43 I.73 6C 1.4 120 'U.4 psf 80 1.04 !.a 16.4 1.0 23,+ 80 l.04 I.S: 1.61 80 1.4 130 43.3 psi 105 1.13 1.4 l6.4 1.0 25.9 100 1.13 1.`1 1.88 100 1.4 15 20 25 30 40 60 80 story 15 24 25 30 40 60 0 100 SUM A lid ht ht tit ht ht ht ht ht STORY STORY story 13.2 .'A 1.1 0.? 1.7 3.9 LI 2.1 SHEM;' SHEAR MOMENT STORi NAME fit s width fits , psi psf psi psi psi psi psi psi RIPS RIPS SHEAR DIAGRAM %-FT MOMENT DIAGRAM ----- ----- -------------------- ------------------ ---- --- --- --- --- --- --- --- PARAPET/ROOF 3 86 28.0 3.4 0.3 0.3 0.2 fi ----- ---- ;. --- 25.0 7.4 0.6 0.5 12.6 12.6 ++++.+ STORY I.6 1 .6 +++++ s r++E c e? fI ----- ---- 1 --- 12A 3.0 10.7 23.3 t+++++++++ :+++++ STOT,Y-) MAIN 12 38 6.0 3.0 10.7 23.3 +++++++t++ 444 ++++++++++ STG2'-) l 1 1 ;'ARAP----------------- ETIR------------------------ GOF s 3 i�PPER 1'.6 = u�EAR 13 - -- ..----------------------t MAi; 3-, = .iii Rli :i °------------------------ l;il;lii%11.%1„li:lfl ll`iillii111f !FJ I-PJID, A"d=ki_ VS I E3 EA!E;-F-LwJEE3T 17 I FR ----------- -------------------- - ------- P E T E R DATE:11-Dec GINTAUTAS RRDJ:IC CHURCH ADD N A L I S DIR: EW <EW><NS`. A . E . C WIND ANALYSIS UBC wind4 ;RO9IDE f'iE FOLLOVIAE: ----------------------------------------------------------- B ;--EXPOSURE FACTOR B);i,{D) CMuild or frost>20ft, aver 202 Area Tin lei :C7i1at D Gpen, Over U22i ..D',flat, near & piin clear sip. of open rate, 80 aph = GE I8H kii1D 9"rEED 1.'N ,--IKFGRTAHCE FACTOR Ci,15%essential '•i,�iD.Put heF 'tD Yt = BU1LDTh8 riEIG~fT- PRESSURE BASIC VIAD PRESSURE BASED GA GIRD PRESSURE SUKtlARY GUST FACTOR COEFFICIENT MAXIM YIHD SPEED ----------------------------------- -------------------- -------- ----------------------------- PRESSUfi7 = Ce z Cq i As 1 1 Ce Ce Ce nit Ce Cy Gs I psi ht B C D ht C4 Aph Gs ----- ---- --- ---- --- ---- ---------- ---- ---- --- --- ----------------------------- 15 0,62 1.3 16,4 1A 13.2 15 0.0 1.06 1,39 I5 :.S 10 i2,6 psi 20 4.67 1.3 IS.4 1,0 143 2D 0.67 1.13 1145 20 1.3 i0, 16.4 psf t5 s.i2 i.3 16.4 1.0 15.4 25 %.12 1.19 1.50 25 1.- 90 20.6 psi 30 0,76 1.3 16.4 1.0 16.2, 30 ML 1.23 1.54 30 1.3 100 25.6 psi 40 0.64 1.3 i6.4 1.0 11.9 40 0.64 1.31 1.62 40 1.3 110 31.0 psi 60 0,C.5 Li 16.4 1.0 21A 60 L95 .43 1.73 60 1.4 120 36.9 psi 80 1.64 M 16.4 1.0 23.i 60 t.04 1.53 1.61 80 1.4 130 43.3 psi 100 1.13 1,4 16.4 1 A 25.9 100 i.13 1.61 1.88 100 1.4 15 20 25 30 40 60 60 story 15 U 25 30 40 60 BO 100 6L'H 6 sid ht ht ht ht ht ht ht ht STORY STORY story 13.2 1.1 1.1 0.9 1.7 3.9 2.1 2.1 SHEAR SHEAR HGRENT STlit HAKE ht 3 sidth his- psf. psi psf psf psf psi'psf psf KIPS KIPS SHEAR DIAGRAM K-FT MOMENT DIAGRAA PARAPETlivBi---- 3 56 20.0 2.2 0.2 --- --- --- --- --- --- - ----- ---- �.3 0.1 6,6 +;.8 3fTRY OF?ER 17 56 8.5 6.3 3.6 8.6 +++++t++++ i50 t;++++++.++ sT17'st-? -----------------t S i PARAPET:ROOF 3 r. -- UPPER :.8 = SHEAR -----I------------------' i �,: I SEISMIC ANALYSIS iEO_T#-f DIR ------------------------------------------------------- P E T E k OINTAUTAS PROJ:I C CHURCH ADD DATE: 14-Dec-2002 N A L I S DIR: BOTH <:EW)<NSXBOTH> A . E . C E93 SEISMIC ANALYSIS UBC -------------------- LEVEL TYPE L R AREA ---asf--- 155 = k. story weight redun TYPE PSF DESCRIP?iGN -=--- ----- ---- ---- ===== -tin--act- ---- 29 = ysf av .---- -- ---- ------------------------ ROOF R 06 62 5332 12 64 = ROOF VT (psf 4651 R HT= 14 P 86 f:2 5332 ' A 27 = PART ;psf fl area) psi TR 20 = TILE ROOF (osf DELON DW 86 62 5332 24 64 = 4' MASONRY VALL (p3 tar F 15 = FLOOR «T (psf) based 5F 25 = 6YPCR FLOOk (psf) 0n P 10 = PART (psf fl area; p{1 W 10 = EXT WALL p? (p.f1 CN 100 = 8` CONC PALL (psi) LEVEL TYPE L V AREA ---psf--- 123 = ka story weight Sk 20 = SH1.10 H! WALL (psf) ----- ---- ---- ===== -Ain--act- ---- 46, = ppsf ayi.---- ---- SL 8G = SHOV iGAD(red 75i ifi30o.f ba.ic) LIPPER R 46 58 Z£6n 12 3z = ROOF WT (psf; 4687 CH 80 = CHIMNEY HT= 12 ? 46 58 266E 10 27 = PART (psi fl area) psi PW 24 = 4' MODONX-Y WALL (psf) B[LJa M; 46 58 26£3 24 64 = 4= MASONRY NALL lips aar C. 54 = CCNC FLOOR (p3f) based an aC1 LEVEL ii'Pt L W AREA ---psf--- _ k. story weight ----- --- ----- ---- ----- -- ---- ---- ----- -tln--act- ---- cjR = pST avoa---- ---- ----- - ------------------------- F 15 ERR SIT= P 10 psi BELOW 6 10 mat Las-d on psf LEVEL TYPE L f AREA ---psi--- = k. story xeight --=-= ----- ---- ---- -- -- -tin--act- ---- =RR = psf av a---- ---- F 15 ERR r?i= P 10 psi ivU f 10 tar based 00 pC 1 SEISMIC ZONE DUCTILITY SOIL Ca Cv 0130 = Z IMPORTANCE PERI10 4F VIR 5.50 = R Force f tos assured --------- ------------ ione Z 'aG0 = i 0.23 = T Bearing Tali 533Tee5 = Ft 501i We rv.30 0.54 ----------- ---------- ---------- -------------------------- ----------------- ---------------- ------------- 0a075 1.25 Es_ent T = Ct # b".75 5.1 = food smear tall, 3-sior 0.73 = Ft tali -- Zone i- - 2a Ja150 1.25 )+award 0.02 = Ct 4a5 = Other rood shear call 1l.3 = Ft tax Sa Marc racA. 0.24 0.24 2b 0.200 1'.60 '5ther<-fyp 26 = h 4.5 = Conc shear walls = Ft if T a7 H Saft Rock 0.30 0a30 3 0.300 <-sea 4.5 = Masonry shear walls Sc Dense soli ?1}50 0.33 0.45 4 0.400 2.8 = Steel stud, ;ens braced -;Sd Stiff soil 15;N:50 0.-6 0.54 Soft soli va36 0.84 --------------------------se1ssic factor. UBC 1997-----------------=------------- Sf 5en.iiivs,lwhuif. Aal.peraissible Aar..calca Ain.calc. L'I.5:iCai1) Rj#W [(Cv#i)i(R#T)j#W iai11ca W ti a = 533[ 0.16 5 0.45 i 0.04 W r = s Seismic factor = 0. 16 Vmax = 45.4 k ki95 'i-;'.;p. ------------t F L 0 ENTER; E?4TER STORY SEISMIC OVE TURNIh�= tta= '_55 ROOF :EVEL F;04R 5T]RY SJM OF SHEAR SHERF, MOMENT t------------} BELOW 9=_IGHT VIE18H1 STC.R'i HIS aiit DIAGRAM DIAt`RAM i1�PU0F 154.0' k ----- ----- 8 14 ft. 26 ft. vJa_ , 33.1 {{t{}}..t{ 465 tt}}}+'t+ 123(' 'UT PER 12 ft. !2 ft. 12.2 t{--,}}{}}}{}}+ >t-{{t+{?{}}}{ - ---------t 45.4 {}t}{t}{}{4}t#{ 1010 tt+}{{{{}}{t{t}}tt}t 11 .hear= 45.4 I IiIf/iiJ.i L1F'F='ER NOR,-1rH-S0U-F i Tip I R Si- aAR D I SYR I 3Es - 9IfiT,XUfA_8 PIM5: J261fiDDITION N L I S SUBJ: UPPER <<LEV NS <DIR A E - C DIAFLEXA- FLEXIBLE DIAPHRAGM AND REDUCTION IN Vcap DUE TO OPENINGS ------------------------------------------------------------------------ M 10 = roof ut 1.00 k.= 51G' ABs i. 33.2 = story shear 15 = floor it 1.65 k.= 5/8' ABs V. 465 = story Solent 15 = wall at 0.72 ku= %'S 9AS 86 = build width 6.80 k.= CCMST1400"", i,65 k.= <:CSj6x40' ]4 = Story heirJnt 0.17 = Sar urift 4,2: k.= STHGjaii aSe;HTT2`far urisf.const. rF = stud<b;X t) 0.09 = wind �ust G.i,2 = HF red. G.5 = ply flick ------ 3 = d. nail site Z raw, shear ave shear distr. feet distr. 593 plf N OZ (-OK Ok-> 53.2 w/8d. W 2'3 •x's ------------ ----- ----------- ---- ----------------- --------Seoul--------- ---------------- --------------- _wall Lopng GIST HJPBER OF 2/3 POP POP Block all bori2 ply.edge5 added wt 8 WALLS 6 FLOORS ilopno Lact BTWN WALL,RGOF 5R DL RESIST, OVERTURN 10d.81VP1y.pnIJ1nt.fie1d %all ends RESISTING SHsolid%Vopen1A1LS FL60R PANEtS WIDE IGd.?6'win,piy.edge.nail drift 15 psi 01VI+R NRHIHS --- - - ---------- ----------- �- ----- ----- ---- ----- --- --- -si- - ---- --tk.-- •il 'pjy.wJsp.rl. xi--- J6 32 4 1 ROCS 6 63,0 -124 = Hat ; + -? ERR 9 Raof --- 6 -_+ 6i1 wi8a,2 21g 3 8 24 28'; FiOOB 6 283.1 = Pret ; +------+ 3 act 1/2°ply. 43% 57x386.0 1 WALL 220.6 15LS = sIact ; edge 8d 21 3x's; 9 640 /7;=4capp 611 pif ®agnif.hv +-16d 6 8 p plate---+ prvd. GPLiFT: HuHf k 1e-3 use-i spa( ABS 48 stra 't,oidn SP,rEA It": 1.3 k spac hAs 24 -- -sw2----- --'t- ---- - fk-- .--1/2'piy.w/sp.nj.-+ ----- ----WxL--- --------------- ----------- - ----------- 18 22 1 Rt0F 6 6.5 -118. = Mat -? U1 9 keaf =_= 6 =_+ 5 5 w/Sd,d 2'6 3 lb 26; iLLOR c' a3 = Aret ' 9 act, 112'yli. 100i 472 ; WAL_ - 22.9 -59.6 = Pact ; edge 8fl '''i1 31's; 640 =_________ 1-001,dca) 575 PH m;nif.bv -16d 0 3 8 plate---+; holdn 0 conc PTA. UPLIFT, -5.0 k less use-i-4.9 strap t wail below : spac A8s 42 ; foundation below strap holdn 54E11R: 5.5 k 2,7 CS16:401) 0.6 CCMS114x90'): _pac PAs 48 0.1 CSTHDj4i ----su3----- --ft- ----------- ---- --fk-- ----------- +--1i2'ply.r/sp.nl.-+ ----- ----WxL--- --------------- 56 21 40 1 ROC-1 6 63.0 -2iL = hot ; r------+ ;-) 0.06 9 Roof =_= 6 =_+ 649 w/ d.a 2'1 3 4 2c9.0 477: FLOOR 6 203.7 = hret +------+ 9 act. 1/2'ply. 524 29% 532 1 WALL 220.6 67.37 = Mart ; edge 8d0 2'1 3x's; 9 100;=Jcap 649 pif aagnif.hv +-16d W 5 W plate---+ prod. UPLIFT: HONE k less use-5 spac ABS 48 strap haidn SHEAR: 15.4 k spa; Ns 24 uF=1F_EFZ E:AS_--W1-H5_T ;CS 11Z S E:AR i>I S_rR I D P E T E R DATE: 12/14 GINTAUTAS PRGJ: I C ADDITION N €+ L I S SUBJ: UPPER <LEV E41 <LDIR A . E C DIAFLEXA- FLEXIBLE DIAPHRAGM AND REDUCTION IN Vcap DUE TO OPENINGS _ __------ -----•------------------------------------------------------------ 10 = roof it 2.00 k.= 5-iP A8s T. 33.i = story sh)nr 15 = floor +t 1.65 =..= 5/8a ABS V. 465 = Story quint jJ - wail it 0,7 r - {,)1_45 t-Old aidt y.t0 k,= `; b!14 90°: i 15 = tc. .,';G'.1 ,J l'., v 1 L:I. = Star, leight d,l' = Sa: arift 4.22 k.= ':�T},D1V, ,_e`/HTi221!or cxlit.iorist. H< = 5tud:Dt.:%:HF 039, = wind oust 0,11 k.= 16d s.E2 = Hr r.d. 0.5 = ply thick .31,.5>,.,dl ------ E. = a. 'nil si e MI. Naar ave -shear di_fi. ?eel 15t,r 399 p 1' iVi{y i-U". _r�-.i 3'.L•wfod. @ Y' L 'W HU B' •r 3 5O?! Mn� h y d =- added wt e 'BALLS i FLOORS dal: Ldrii zh Gi t: w 1Gik all ,�rll pi ,c g-= Hopnc Lact En WALL,RCOF OR DL RESIST. CY'f TURN 1Gd.G1?'ply,pnl.int.fielo wall ends R TSTiHG ifs lid Vapen rLLS FLGOR rAHE r NID� j0d.2� Sln,ply,edge.naij drift ,a psf uV�;;TU�:;ltiv -- - ----------- - -------- -- +- l -+ ----- -- --------------- 5�_-..--- -•if- ---- -fo-:-- /2'ply.�l5p,., --WY - Jb 5 �� +, 1i... - -n: � � ««+ �-3 � � Y i\Gill =__ - --- .J wlu�.� �a 1 {u. i�G. 6u\ nrtl act. 1/c'ply. 55: 29'37:.2 i aALi 4a0.2 3431.1 _ 11-1 edge rid± P 496 1032-'cap 46C plf as nl,.nv +-i6,a 0 1 " plate---. pTJJa i 'T° 14 - -3 - 'trap hot d ll u. T. H'i;E S' S� 5e 5urii Us 5 � £3EAk: 11.5 k spa: P. 24 -- --- - ---;u --- - „ --- --7r.- ----------- +--iii-p11,'P/sp.i{1,-+ ----- ----d.L--- --------------- oV %GSF o' ------+ -% f R, 9 700f =-- -_+ JJ% wiU.e y- - - ,. 2i, ii. 1 „LL .50.- _4 .� - Mai c l cag :vrJ6"%Ca ail% ti1f3 r. P;1T.iI1J :4d i p1a prima it=r. 'ore 1 I P E •T E R DATE: 12t14 G11TAUTAS PROD: I C ADDITION N A L I S SUBJ: LOWER <<LEV N5 <<DIR A . E . C DIAFLEXA- FLEXIBLE DIAPHRAGM AND REDUCTION IN Vcap DUE TO OPENINGS -------------------------------------- 10 = roo? it 2.00 k.= 51' Afs T. 21.3 = story shear 15 = floor It 1.65 k.= V-2, ABS V. 505 = story sosent 15 = wall wt 0.72 k.= <S>MAS 24 = build width 6.80 k.= <CNST1400'> 1.65 x.= <CS16140'> '2 = story beignt 0.16 = gay drift 4.22 L= 61014> use<H 122>for efist.canst. HF = stud<DF><HF7 0,08 = wind oust 0.11 k.= 16d 0.82 = HF red. 0.5 = ply milk a..50) ------ 6 = d. nail Sii2 s reA. shear aye shear distr. feet distr. 470 Q f 100'c -Ok 22.3 w18d. D 3' ------------ ----- ----------- ---- ---------------- --------SUMMARY--------- ---------------- --------- - Liiai! Lopn4 DiST NUMBER OF 213 MON 'ON flock all hori3 ply.edms added wt 6 BALLS d FLOORS Hapnq Laci BTNN NALLACOF OR DL RESiST. OVERTURlI I0d.012'Yl,.�r�l.ini.field wall ends RESlSTiNG 1,Hsa1adZ9oper,1ALL50 FLOOR PANELS NTDE 10d.@Vzin.D:y.edge.nail drift 15 psf N5,T,!RH1N6 ----swl----- --it- ----------- -=-- --fk-- ----------- +--1i2'pi�.wisp.nl.-+ ----- ----Nx1--- -- --- - 5G 32 10 1 RON 5 63.0 -210. = Not ; ;------+ ;-> ERR f Roof =_= 6 =_+ 472 4i8d.0 3' 4 24 42Z FLOOR 6 252.1 = Bret ; +------+ 9 ; att. Ir2'ply, 43Z 33Z3e1.1 1 'siALL 59.1 41.71 = gait ; eugg2 -di 3' ; 490 l0U<=Ucap 472 p!f sagnif.bv +-1 d 8 1 plate---+ prYd. UPLIFT: HOHt k less use-) spat Afs 46 strap holdn SHEAR: 9.3 k spat MAS 24 ----sw2----- --it- ----------- ---- --fk-- ----------- +--1i2'ply.w/sp.al.-+ NxL--- 3% 6 9 1 ROOF 6 18.1 -189. = Mot +------+ ERR 9 Roof 6 =_+ 461 w.ad.@ 3 7 24 -5% FLOOR 6 72.4 = Mret ; +------+ i9 act. li2'ply. 90% 58% 348 1 NALL 54.3 -117. = Matt ; edge ndi 3` 9 490 91Z='acap 467 plf sagnif.hy :+-16d 1 5 1 plate---+; bolds 4 coal prod. L►`LIFT: -3.9 k less use-i-3.9 strap 0 wall below : spat Aris 48 ; foundation below Strap holdij SHEAR: 8.4 k 2.1 <CS16x40'> 0.5 <CMST1400'>: spat MAs 24 '' 0.5 <STHD141 sw3----- --it- ----------- ---- --fk-- ----------- +--L 25ply.w;sp.nl.-. ----- ----VIL--- --------------- 17 4 5 1 ROOF 6 5.8 -105. = Mot +------r ;-J 0.05. 9 Roof =__ 6 =_+ 410 w/6d.4 3' 7 13.0 212 FLOOR 6 23.2 = Mret ; +------+ 9 att. li'_'ply. 16Z 38Z 351 1 HALL 17.4 -b1.9 = Matt ; edge bdi 3' 9 490 69Z= cap 490 plf sagaii.hv :+-ibd F 5 0 plate---+; holdo @ CORE pryd. f1PLIFT: -4.9 k less _.. , ,use-i-4:8-strap i call below ; spat ABS 45 foundation below strap holdn SHEAR: 4.6 k 2.6 <CS16140'D 0.6 <ENST14x90'>: spat IAS 24 0.7 <SThD14> 3 NS ICJ M �o l 0n`' 0 5 K r4/� l � IA ROOF-LONG SPAN �« �/ QOS so"�0 `vw TJWL6&@ LY ANC , T M User 2-12KV20021 2:77:50 PM Page l Engko Venim;1.5.12 THIS PRODUCT MEETS Off,EXCMDS'—SET DES'GN CONTROLS FOR THE APPLICATIOWAND LOADS LISTED Member Slope:IM Roof SlIopellIn2 F- 3T 1 AN durherrskms are IwriiMASE produet Mag ram is ConceptuaL LOADS: Analysis Is for a Joist Member. Primary Load Group-Roes(pat):25.0 Lure at 125%duration,20.0 Dead SUPPORTS: Input Hearing Vertical ReactloM lib§j MY DMptli Nafiing DrsW OUftr Width Length LhrefDea"PINUTOW Depth 1 Stud wall 525" Hanger 825/660/0/1485 1 20.00' 1.57 Top Mount Hanger None 2 Stud waff 52T Hanger 82516EU1011485 1 2fL00' 1.5W TolrMount1tanger Norte -Web stiffeners are required at support(s):1,2. See TJI JOIST INSTALLATION INFORMATION for nailing requirements. HANGERS: Simpson StmnaTieV Connector_1s Supporf Model' Slope Skew Reverse Top Flange 'Fop flange Support Wood Flanges OAset Skpe Sperm I Top Mount Hanger Hn= OR2 0 WA No 0 Douglas Fr 2 Top Mount Hamer HIT320, D/t2 D . WA NO D Douglas Pir -Narbv for Support l: Fa6e:,6-10d,Top 410d,Member:2-N10 -Nading.for Support 2 Face:6-10d,Top 4-10d,Member DESIGN CONTROLS: Maximum Deslgm Control Control L,ocalMon Shear(lbs) 1446 -1446 3425 Passed(42%) RL end Span 1 ender Roof loading Vertical Reaction(fbs) 1446 1446 3425 Passed(42%) Bearing 2 under Roof boding Mornent(Ft4 ba) 11610 11610 14352 Passed(81%) MID Span 1 under Roof loading Live Load Defl(in) 0.821 1.071 Passed(U4" MID Span 1 under Roof boding Total Load Deft(in) 1.478 1.606 Passed(L261) MID Span 1 under Roof Wading -Deflection Criteria:STANDARD(LL-U360,TL"•L240)- -Admvable momsnt was increaaod for refiMAive member usage, -Bracing(L u):All compression edges(top and bodorn)must be braced ai 2 8a ob uniess detailed otherwise. Proper attachment and positioning of lateral bra gV to regedred to achieve member stabs t . PROJECT INFORMATION: OPERATOR INFORMATION: IC SCHOOL ADD PETER NAZIS NALIS AEC 4552 51 AVE NE SEATTLE,WA 89105 Phone:206527-7073 Fax :205-W 7073 nafmasc@w-fink.net Copyright 0 2002 by Trus Joist, a Wayerhaeuser Business T.TTdi and TJ-neamc4 are rP11mtpred trademarks of Tnls Jo!sr.- e-I Joist-,PrW'and TJ-Pro-are trademarks of Trna Joist. Simpson Strong-Tie®Connectors is a registered trademark of Simpson Stroaq-Tie Company, Inc. i i #ftnf!,.��,�f ROOF-SHORT_SPAN �".7 1 1V TJML65 @ 24 o/C vaar.z 12AWAM 12'35:58 PM Pagel Enginevarsion:1.&1.2 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Meendw 9M2 RooF SkV"A2 � z - - 2V i A9 dirrtensiaans are ftori WASL Product Diagram W Conceptual. WADS: Analysis is for a,last Member. Primary Load Group•Roof(pef):25.0 Live at 125%duration,20.0 Dead SUPPORTS: Iriliiif Bearing V tft6f'Reacjlons ptisT Ply MOM NaDTrig 06W omer Wilt Length UvelDeadfUpMToW Depth 1 Shad wd 5.2V Hanger 700/5W1 O/1250 1 2D.00' 1.5T Top Mount Hanger None 2 Stud waff 5 29 HarxJv 700I SSD I G/11260 1 20.0(r 1.5FT Topr Mount Hanger None- HANGERS.,Slmimn Strong-TWO Connectors Support Modal Sups Skew Reverse Tap Flange Top Flange Support Wood Flanges offset 8lopo sped" 1 Top Mount Hanger MIT318 0(12 0 WA No 0 Douglas Fir 2 Top Mount Hanger M9310 0/12 0 NIA No 0 Douglas Fir -Nailing for Support 1: Faoe:210d:,TOP d-10d,Member:2-1410 -Nailing for3upport2: Face-240d;,Top 4-10d,Member_-2-N10 IJESIGN C!QNTROL.S: Maxhru rn Design Control Control L.ocatlon Shear(Ibs) 1221 -1221 3169 Passed(39%) RL end Span 1 under Roof loading Vertical Reaction pbs) 1 221 1221 2356 Passed(52%) Bearing 2 under Roof loading Ailornerd(R-Lbs) am W77 12785 Passed(65%) MID Span 1 under Roof baling Live Load Deft(in) 0.643 , 0.904 Pssmd(L1599) MID Span 1 under Roof loading Total Load Defl Can) 0.978 1.356 Parsed(U333) MID Span 1 under Roof loading -Deflection Crfteris STANDARD(LL11WO,TL-L1240). Aflowable moment was increased for repetitive member usage. -Brw,UV(Lu):All compression edges(top"bottom)must be braced at Z W olc unless detailed othemAse. Proper attachment and positioning of lateral bracing is required to achieve member stably. PROJECT INFORMATION: OPERATOR INFORMATION: IC SCHOOL ADD PETER NALIS NAUS AEC 4552 51 AVE NE SEATTLE,WA 89105 Phone:2064527--7073 Fax :205.SZ7 7W3 nahsaec@a-lix*.net Copyright ®2002 by Trus Joist, a Weyerhaeuaer Business VRN nod T.T-Aenm* ere re7lsternd trsdemarks or Tres deist. e-I Joist",Pro'and TJ-Proms are trademarks of Trus Joist. Simpson Strong-Tie® Connectors is a reqistered trademark of Simpson Stronq-Tie Company, Inc. r 16 I er � ROOF-WEST-LOBBY JOISTS ,.�, e.re SwW Nu 16" TjIWPro(TM)-3W@ 24" o/c. t,ser z lartorioB¢es1z2 W Pagel FTTsineVefsionA&12 THIS PRODUCTMEETS OR EXCE S THESETbESM CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 -- d 2 All dunenskm are 1wrizontaL Product Diagram is Conceptual. LO : Analysis is for a Joist Member_ Primary Load Croup-Roof(psf):35.0 Live at 125%duration,20.0 Dead SUPPORTS: htput swing Vetticat Reactions-(tbs) Detalt Other WkM* Length- L1wfDes4iUP9fUT0W 1 Stud wad 3.5(' 3.50` 87515W 1011375 End,TJI Blocking 1 Ply TJWPro(fM)350 2 Stud vil 3.57 3-W 87v/51=1011375 End,Tit Bloddfsg 1 Pry Tim/PrC+TM}350 OESIM CONTROLS: MWd fltm Deslgtt C0111W EdtflNA: Location Shear(Ibs) 1362 4343 240 Passed(55%) In and Span I under Rod loading Vertical Reaction(bs) 1352 1352 2019 Passed(67%) Sewing 2 under Roof loading Moment(Ft-tbs) 8310 8310 9366 Passed(89'16) MID Span 1 under Roof loading Live Load Deti(in)„ 0.789 0.819 Pawed(1.1374) MID Span 1 under Roof Waft ToW Land Dell,(in) 12= 1.= pasted gfnM MID Span 1 under Roof loading -Deftection Criterta STANDARf7(WL/360,TL:t1240): -Allowable moment was increased for repetitive member usage. -Bradng(Lu)_All compression edges(top and bottom)must.be-braced at.2 Ir o/c unless detailed otherwise. Proper ettaetment and pos+tionh9 d Were! br;c is required to achieve member stability- ADDITIONAL NOTES: 4MPORTANT1 The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the swing of its products by this software will be arsrRnp h4r_-d in a=Crdanc8 wiifi T J-prWt;cj design ci neria"and code accepted .design values. Thespecific product application,input design lcots,arxi stag dimie sioris have been provided by the software user. This output has not been reviewed by a TJ Associate. -Nat all products we rem*available. Cheek with your supp1w or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS: -Allowable Stress Design methodology was used for BuikkS Code UBC analyzing the TJ Custom product Wed above PROJECT INFORMATION: OPERATOR INFORMATION: IC SCHOOLADI7 PETER NALIS NALIS AEC 4552 51 AVE NE SEATTLE,WA 89105 Phone:206-527-7073 Fax :205-627-7073 nalisaec@w-finks# Copyright O 2002 by Trus Joiet, a Weyerhaeuser Business - T,TTtb soft T.T-AoAn�9 Are rAglatererl travimmmrkn of Tres JoisE. e-I Joist-,Pro- and TJ-PrC are tradomacks of Try Joist. i :! i� I ROOF-EAST LOBBY,JOISTS TJ-8evrr M6.058rrhINu"^" " ,03= 1C Tj1WPro(TM)-250 @'2or-0/C User 2 12n0&=a-*&s war Pagel ram. 1.6.12 TH[ 'PRODUCTMEETSOREXCEEDS irme `e-ru SIGa CONTROLS'FOR THE,APPLICATION AND LOADS LISTED Wrrrdser Slope OM2 Roof SIOPCOM2 1 Aff-cRrncnsionz arc fKWiz0r1It8L Produd wagram is ConceptuaL LOADS: Anatyais is for a Joist Member. Primary Load Group-Roof(psf):45.0 Live at 125%duration,20.0 Dead SUPPORTS: Input Bea ft Wdk4d.Resactions(PA Detail Other WkNh Length LWaMead1UplWTotal 1 Stud yell 31W 350r' 855139D I O 11235 End,TJI Blocking 1 Ply TJWPro(TM)-250 2 Stud vial 3.5W 3.50" 855/38fl1011235 End,Tel Blocking 1 PlyTJWPre(TM)-250 DESIt3N CONTROLS: Maximum► Design Control Control Location Shear(Ibs) 120E -1197 2138 Passecl(58%) Rt end Span 1 under ROOF loading Vertical Reaction(]bs) 1206 1208 1950 Passed(62%) Bearing 2 under Roof loading Moment(Ft-Lbs) 5612 5612 6773' Passed(83%) MID Sparc 1 under Rod loafing Live Load Deli(in) D.569 0.619 Passed(LI394 MID Span 1 alder R00f loading Total Load Dell(n) 0.821 0AW Passed(Li271) MID Span 1 unifier R00F blit9 -Deflection Gritertr STANDARD(LI-11360,TI-1040). ,Allowable mornent was increased for repetbm merrrber usage. -Bracing Lu):A9 ompvssion edges.(top emtbottom).must be breeedst Z 7"olc unless detailed otherwise- Proper attachment and positioning of lateral bracing is required to whion member stability- ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by True Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in aocordanceWith TJ pToduct design ciiteria'and code accepted design values. Tf)aspecific pnxhi t application,input design loads,and stated dimensions have been provided by the software user. This output has riot been reviaiaed by a TJ Assodate. -Not ad products are rea*avaAabie. Check with your IwppYer or TJ technical representative for product availability. THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY] PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: IC SCHOOL ADD PETER NAZIS NALIS AEC 4552 51 AVE NE SEATTLE,WA 89105 Phone:206-527 7073 Fmc :205-627-7073 nal'rsaec@w-&nk.net Copyright ® 2002 by Trus Joiat, a Weyerhaeuser Business -TP11 .end TAT-aee-.o ere rrgi=terra h-ademnrka of Tr!i� Jnier.. e-I Toist-,Prd•and TJ-Prd'aro trademarks of True Joist. .* I �'I J I I I --------- --------------------------------------------------------------- P E T E R DATE: 12106 GINTAUTAS FROJ: IC CLASSROOM ADD N A i I S SUBJ: ROOF RBI WEST BEAM A . E . C WOOD BEAM ANALYSIS & DESIGN ------------- Jl13FORH LOAD DOR15hEEi LOHCEHiRATED LOAD HORiSHEET 11 SPAR = 31.0 ------------------------------------ +------- --------------------------------------+ FT mL HO heignf PL 'rD ----- ---------------- -- ----- type lengt;i Vidth Yli wdl 0.0 --------, +------- ----- ------ ----- ----- ------ ------- FLJD'n: i vAth = 25.0 i LL = 25 psf = 62:1 roof: 7.0 25 15 0.0 *--------t I D; = 20 D s 2 = 500 ; floor: 8.0 40 25 WALL: hick ---. r; OL = la PET = Yall: 8.0 1 15 ether: .0 FL`3OR: wide ---) R LL = 40 pst = f------- ----- ------ ----- ----- ------ ------f @ OL = 25 psi = --y ;; ?L= 0.0 0.0 BALL: high ---> y DL = 15 p:f = dist. from left PG= red: FLOOR: wioe -- 0 LL = 40 psf = ;OHCrHIRATED LOAD RORSSHEET #2 D DL = 25 Dsf = -------- --------------------------------------+ MALL: high ---i e DL = 15 psf = height PL PD ; •---------------------- ----- ----------------- ----- ---- type length Yidth Yil wdl 0A 775 = AREA LLred YL= 625 500 +------- ----- ------ ----- ----- ------ ------+ Live Load Red.?-:> YES 40% used wL= Us red. roDf: 7.0 25 15 0.0 floor: 6.0 40 25 0.00 wail: 3.0 15 ether: 0.0 0.0 0.J0 t------- ----- ------ ----- ----- ------ ------r 1.00 -> FL- 0.0 A1.0 disc, from left ; FD= red: 0.06 .iFL ::PL ::PG ;CYL 0.625 :;YL XwL : ?D t<aD 0.500 ("VD <<VD ((PT f:vl IA71 C(NT ;<wT LLLLLL 2` LLU LLU LL U LL1; 7DODDD 20 UDGODDaHODDDDUD 6.9 21.0 GL-F241===== dry roof beam )===== tG l 31 A t( L R11 S: t 1.2 =dTL End HOF 0 ------------------------sai v ---------------------- SHEAR: 18.2 ;.1 -0.0 -Y.i -1i.2 kips 1110K9FHT: 106.0 i41.i 116.0 fR ------------------------------------oral -------------------------------------------------------------------------------- -i, Yidth ? L4s=D DLHD SHEAR PRHn ELASi I 6.i5 RIDTh actual 79l,=0 {I':'PE fbail Fvall F[brq 1000ksi '1.00 DEPTH actualf---------- ---- -------- ----------- ------------ ------------t I (( TYPE --> GL-F21 1 ISI-424 "40, 165 HO 1.6 tall bssf R load d>;rirccf>sF1DDr> i.i:a =------•---- ------------- ------------ ------------ ------------+ S Q uses <Sirgle>;Iepe > i,;! 1 GL F24 GE_g1 t DF1 n 13 HFi n 17 0 '( mei.Dse ;Detbry 11-i), _DL 6 RLAN 10 >iF2 n 14 HL=2 4H L: defi � Crl:erl: _•i6 II L'rl a 15 f, ---------r------------------.------.------------.----- CI .l 11 FL - 7 _ 1 ?�� __ D w lG HF2 � 0 S 'i SiRzS3 finSt:A* DEFL DEFL 1!."i iD\? n"2 ir;t4 D=?.1 \5. 3iv.15iT.15, G=9i1` ',15.5i15i16.S',iD',i9..= 21 ---- --- ------------------- I,L 0-65 11,27, Y i;i 1,72 ALLOT 2527 140 0.78 I P H 7 t1 de'1 `J_•_Aet `i-i�i1 --------------------------------------------t + t--------------------------•----------- --->'+'3 :a a L`•tlec------- -- post Oct -post dtsignations---- � 1 1 jy _ .. - r ti 6 -(n4 4a� i 2-,,.0 4n6 r,z L orn., 6A1: to a e r- v,_ . G �` Go bill i''u to 4. hll.c•d .Tt`.- ��'� 'v�'L :(i •� y ---_- il;i :i! i based ;D 9 i' l':'' I' P E T E R DATE: 12106 GINTAUTAS PRQJ: IC CLASSROOM ADD N A L I S SUBJ: ROOF RYA EAST BEAM A . E . C WOOD BEAN ANALYSIS & DESIGN 1 --------- ---------------------------------------------------------------- _�HFORS. LOAD 9ORKSHEET COfiCEH)RATED LORD RORRSHEET 4t SFAB = L1.D ------------------------------------ +------- --------------------------------------r FT DL 4D weight fL PD ----- ----------------- ----- ----- ; type length vidtb vll rdi 0.0 +--------+ +------- ----- ------ ----- ----- ------ ------+ FLOOR: i width 1 = 2E0 0 LL = 25 psf = 700 ; roof: 7.0 25 15 0.0 +--------+ D 0L 2 10 psf = 560 floor: 8.0 40 25 hLI: blgb ---? p DL ; 15 psf = ; rail: 8.0 15 other: 0.0 FLOOR: vide -- 0 LL = 40 psf = ------ ----- ------ ----- ----- ------ ------- I DL 25 asf 0.0 4ALL: high ---: D DL = 15 psf = dist. frog left ;; pb= rep: :a FLOOR: ride ---) I LL = 40 psf = ;:iiyC.EKTRATED LOAD HORKSHEf1 42 OL = 25 psf = +------- --------------------------------------+ YAU: high ---) p DL = 15 psf = ; height PL >D ' ----------------------- ----- ----------------- ----- ----- type length ridib rll vdi 0.0 -;6 - AREA Llr:d NL= i0u 560 .------- ----- ------ ----- ----- ------ ------, Live Lu6 f+ed.?-:� YES 40% Used NL= 420 red. roof: 1.0 25 15 0,0 floor: s.0 40 25 0,04 tali: 5.0 15 ' other: 0.0 0.6 ------- ----- ------ ----- ----- ------ ------+ VAO - , PL= 0.0 O.t list, frog left ;; rD= red: XPL :1' trL 0.74 t<iL «NL «PD «YT «rD 0.550 (,*ND <(VD <<PT <<si i.300 «NT t<ri LLLLL6 25 LLLLLLLLLLLLLLLLL 500DU N DDDDDDDDDDDDDDDDD 5.1 27.0 61.4Z4)===== dry roof beat _==== :< L ;; 27.0 :< L RU1 ;; « L t:L= ;;17r54 kR= 11.54 1A =dTL Sib -0.5 =dtaab .;616 iKD ROOF ?h8 -------------------------sat tl ----------------------------------------------- SHEAR: 01.5 6.8 -Jr! -17.5 kips N601: 68,81i8.4 86.s fk ------------------------------------ga: i; ------------------------------------------------------- t xidth i 82d=D 0D SHEAR RRX6 ELAST : 5<1 �:: R1DTK actual "100 =s1 'TtFE) Fbali Fvall Ftbrg 1000nsi 272 17:�1YA3 DEPTH JtZUoI ��ti-�: = ------ ------------- ------------ ------------ ------------i ii ii. --1, 560 1Ad 1e11 Lgsj • '� i. 1Ga!d dUr: JUT?'..1Ggr' l.l5 ;-"""--- '---'f 'Sir, } a 5 84VL Y DF1 n 13 HF1 n 17 J �� act use et.%iDr li i 100 1 L§L U )2 10 DF2 n 14 Hi n is i LL de triteria 3 a5S50 i1 DF1 N 15 HF; r 1r ; -----------------------------------------'------------- 4 FE i 12 Di L N i6k r,F2 N L'0 � (( i L uprL- ib Fy LL IL Lf= S T ----------- ------------ ---. -- - SHHtAR KcL D L 0.91 IglK llli tnli d=3.a3:5.15�6.15�e.i5, J=.11D.5112i15.a:15:i6.diau11i.5�Li ACT UAL 146 130 0.55 1.0 UU '; D 1_7 +14 Ad 3N 25_'1 17.'= 0.e8 1_5 1r D ;SG ?il c4'hL;>' i N: d414#4 i0�, ------------------------------------------------------ 5L9Ln FG'i=!vi ------------------------------+ !-,-Ji-CJ4--- P GI--Fz.• *-------------------------------------+ + ----oost tapatities------- ---09St 4eSignatign5---- 4 C. 1D ,iD 43 2'Ln6 U6 61b 6X6{v r bU' 6n; i d 43 43 ..-3 2-2.46 6h8 612 GT. ❑.,- - , .`• ,".OUP i•EAr, 5.5 -L b'• -------------------------- ------..-»-----•---_-_-- Jig 2.V t'!.$ 5G fig 5.3 T RACE UP L01T:ri aru k =.0 sg ft+:_ based Jn 5 It 11?_Gnt i _ 4 � zap = a€E3-F F=E:A�g '1i 'CLASSROOM ADD I I ------------------------------------- P E T E R DATE: 12/10 GINTAUTAS PROJ: IC SCHOOL ADD N A L I S SUBJ: ROOF RB3 WEST LIHTEL A . E . C WOOD BEAM ANALYSIS & DESIGN ----------------------------------------'------_...----------- ONIFuRA LOAD LORKSHEET CONCENTRATED LOAD 0KSHF-1 al SPAN = 16,0 ------------------------------------ r;====----=--=====1\ FT KL 80 heigh' FL FD : it ti ----- --------- w------- ----- I ----- t}pe leag,h rlutl rli rail G.0 z-------"+ +------- ----- ------ ----- ----- ------ ------+ FLOOR: f vidth + = 16.0 A LL = 25 psf = 460 roof: 7.0 25 15 0.0 i--------+ a DL -. z0 psf = 320 floor: 8.0 40 25 ;TALL: height ; = 8.0 t DL = 15 psf = 120 rail: P.0 l5 ; --------fi other: 0.0 ' FLOOR: wide ---> I LL = 40 psf = +------- ----- ------ ----- ----- ------ ------T a OL = 25 psf = -- ',; PL= O,C, 0.0 GALL: high ---. G DL = 15 psf = fist. from left ;; PDT red: FLOOR: ride --->. 0 LL = 40 psf = CONCENTRATED LOAD URKSHEET 12 ai,L = 25 psf = +------- --------------------------------------+ NALL: ^iqh ---> $ DL = i5 Psf = height PL PH' ----------------------- -- -- - ------------- ----- ------ type length vidth r11 rail 0.0 256 - AREA LLred rl- 400 40 +------- ---:- ------ ----- ----- ------ ------+ give Lead Red.7-1 YES 6%, u=-ed r1= 366 red. roof: 7.0 25 15 0.0 ; floor: 8.0 40 'c5 0.00 hall: 8.0 15 other: 0.0 0.0 Loo +------- ----- ------ ----- ----- ------ ------fi D.00 --) PL= 0.0 0.0 list, from left ;; PD= red: 0.00 ttrL ((PL FD rl 0,366 ;(rL (trL 'PD 4PT ( mD 6.441, (<WD (:00 %kFT .'.ri LEV <awT Cirl LLLLLL 25 LLLLLLLLLLLLLLLLL DDDDDD rw HODDDDHOUDDHil 5.3 14.0 _VL dfy floor heat L i%.6 .; L RB3 :( L RR= ;; 6.62 .-24 Ruu- 2-2xi ------------------------+ar - ---------------------------- --------------------------------------------------------------- SHEAR: 6.6 3.3 -3.3 -6.6 kips t,ONENT: H b 26.5 19.8 fk ----------------------------tar 1! ----------------------------------------------------------------------------�« Lk wiaith 7 ]i2=0 BEND SHEAR UNG ELAST i 5.25 <.., E DTH aetuml 472='; (TYPE) Fhaii Full Fcorg 1000ksi 'a .. ;' DUTH actaal 74,=K' 2 TYPE - LUL z LVL 2600 285 750 1.0 ;a1i hms) (load fu,-.Roa;>,iioor 1,:1 t---------- ------------- ------------ ------------ ------------- RI a :C uses (Singief:RPpet; i.o q i: 1 GL-F24 5 BDL 9 DF1 n 13 RN a 17 0 het use :i2iki ry> 1.00 i 2 T 6 RLA82 10 DF2 n 14 HF2 n 18 ' 430 ( hefl u4l e.,!a 3 ws!650 7 nDF1 w 15 HF1 a 1; ----------------------------------------------------- 4 PSL 8 12 DF"c v 16 HF2 . io LriLt,h FU Y LLTL � „ ..__--------- __________« ,r<<n- L; ia,a in's2 ini4 y,a.5v 8vf vhEF� DEFL 0C' 0 �' -- ACTi(AL iU 13' 0.2=. 0-56---PROV 169----Iy--1-0t- 9LL.k 2556 265 i,4v 0.8( I;la'D 124 35 defz , : �'lRl%� ;iln, iUAi i4F4 �A4 VLKEET M - -- - -- ---------OGf�FK t----------------------------------------- ------------------------------------:. . ------ --- ----post capacities ---post desigi,ations t � t , 4 6 i-2.4 04 1,'i.5 it 4X't j j io JO 41 2-1K6 06 66 u3i i c"LA 2'2A� : i y 43 43 65 _--HO 08 fiS axa _ p { )r -------------------------- ------------------------ Ct s f H T, Br1rL, :. U1 s seh on height srq.3res ;ri:(3 L]=T= W iE E;-IF L--T N T-IE I 1C SC-HOOL. ADD �, ,� I I --------- ------------------------------------------------------------ P E T E R DATE: 12/10 GINTAUTAS PRUJ: IC SCHOOL ADD N A L I S SUBJ: ROOF RB4 EAST LINTEL A . E . C WOOD BEAM ANALYSIS & DESIGN --------- ------------------------------------------------------------ ONIFORK LOAD CORKSNEET CONCENTRATED LOAD CORXSHEET 11 SPAN = 4.6 ------------------------------------ ,------- --------------------------------------t CL CD PL PO ; ff :: -- - ----- -------- ----- type Iength width Yil wdI 0.0 +--------+ ------- ----- ------ ----- ----- ------ ------ FLOOR: 1 width! = 2C.0 i LL = 25 psf = 550 roof: 1.0 25 15 LO +--------t d DL = 20 psi = 400 ; floor: 6.0 40 25 CALL: ; height ; = 8.0 1 DL = 15 Psi = 120 Vall: 8.0 15 +--------: other: 0.0 FLOOR: wide ---) 0 Li = 40 psi = +------- ----- ------ ----- ----- ------ ------t t--------t i DL = 25 psf = --i ;; YL= 0.0 13.0 CALH: height ; = 3.:i DL = 50 psf = 150 disc. fror left ;; PD= red: FLOOR: Nile ---i p LL = 40 psi = CONCENTRATED LOAD CORRSHEET 12 CDL = 25 psi = +------- --------------------------------------+ CALL: nigh -- :? DL = 15 psi = height PL PD ----------------------- ----- ---------- ----- ---� type length width Nil :dl 0.0 d0 - AREN !Lred wL= 500 5:0 +------- ----- ------ ----- ----- ------ ------t Live Load Red.?-) VIES used wL= 500 red. roof: 7.0 25 15 0.0 floor: 2.0 40 25 0.00 wall: 6.0 15 other: 0.0 0.0 0.00 +------- ----- ------ ----- ----- ------ ------. .CC - PL= 0.0 0.0 disc. frog left ;; PD= red: 0.00 V CCPi. CCPL CCPD CCNL C.50C <CrL CCrI ;CPO CCP CCYD 0.06 CCYD CCYD •:'CPT C:Y1 l.il7$ CCrT tSNT LLLLLL 25 LLLLLLLLLLLLLLLLL DDDUD 20 DDOODDDDDODDDDDDD 5.5 11.5 DF2 wj===== ====1 dry roof beat 4.0 CC L R84 „ CC L R'L= 2.38 RR= ;; 2.338 2-2 d ;; 0.0 =dTL C== ;;2-2X4 1"-ins -0.0 =dcaNb ;;[-226 2_2h8 R0rp ------------------------aar v ------------------------------------------------------------------------------------------- SHEAR: 2.4 1.2 -1.2 -2.4 zips AONENT: 1.8 2.4 1.6 sx ------------------------------------ --------------------------------------------------------- tar ---------------------- v, Nidtp ? 4%=D! 0D SHEAR PRNG EHAST 5,50 Cf: CIDTH actual 58 CTVIPE) Fball Fvall F1br4 1000k51 11.`0 CC DEPTH act 23�=At ----------- -----------r---------- ------------- ----------- - - , 12 CC T'iPE --) OF2 x 12 DF2 r 875 65 625 i.3 9&j rf'wide 4reat?r} w load dur Ace=i;Floor' 1.15 t---------- ---- ------ - - ---- --- + --------- ----- ------- --------- S use. CSin41e)CRepet I.00 I iiL-F24 5 BCPL 9 DF1 r! 13 U1 P. 1 Nei use get)Cory) 1.O LVL 6 RLAH2 10 OF"; n 14 HF2 n 18 480 L_ dell criteria 3 C51510 11 OF1 w i`• - N 15 ----------------a---'-i----------------------''-___-- vH 12 DF2 w is FIF2 N 20 yF.Cy Fb F. TL Cl= 5 A 1 +---------- -------- ------r----- ------------ ------------ ------ a; ESS f!3K 5HAR Ir�FL DER 1„10 inz%3 int2 inA N=5.50.5. 0=3.5,5.51,.5i9.5.I1.51:13.511i.5 ------------------------------------------------------ ------------------------------------------------------ ACTUAL 2 5 56 0.00 0.01 PRO!' 121 t3 497 ALL+a. 1006 'e ":i,10 0.26 REG-D 28 36 defl :4fiLii iJ;( iUf. )G i )llV ------------------------------------------------------ asr DOUG FIR12rTR -------------------------------7---------, . :----------------------------------- ----- -- - t ----post coa,itie= -post designations--- 2-2 2-2A4 4 b _-2X4 04 :-cns 4,0 ft [-2Xt 6y 10 30 43 2 2T1 46 616 )-,EL-HE 2-2AS ! J VJ 47. 65 _-2.1r 62 bya 8X8 L n=g= �'..i I,. RGO; 8-fiA 0.: =L br -------------------------- ------------------------ 1.z s4 f g HiTAO RRAL1 G RE 1, =s sa based on § ft heigbi Yrg,prsa li.efl:IJ tlfl.l!fi� IL SCHOOL ADD --------- ----------------------------•---------------------------------- P E T E R DATE- 12110 GINTAUTAS PROD: IC SCHOOL ADD N A L- I S SUBJ: ROOF RBS WEAT LINTEL A ,. E . C WOOD BEAM ANALYSIS & DESIGN -------------------------------------------------------------- ONIFORN LOAD BGRKSHEET CCHCEHTRA U LOA? dORKSHEET Bi Ei'AH 4.0 -- +------- -f FT BL ND height PL PD ; -------- ----- ----- type Length Math uli vdi 0.0 ' r--------: +------- ----- ------ ----- ----- --•--- ------t FLOOr::• i width 1 U, r LL = M psf = 100 roof: -.0 [5 15 0.0 f--------f B DL = 20 osf = B0 ; floor: d,0 40 25 yALL; height ; 8.0 [ DL = 15 psi = 120 wall; 2.0 ` 15 f--------T other. 0.0i F GOR: wide ---i 0 LL 470 psf = f------- ----- ------ ----- ----- ------ ------f r--------+ B DL = 25 psf = --i „ Pt= 0.0 0.0 BALL: heiahi ; = 3.0 x DL = 50 _f = 15,i di3i. `row left FL0flR: wide ---> i LL = 40 i�.f LEAD jOR'SHEET A2 4 DL = 15 psf = ________ --------------------------------------f BALL: 'ph lgri ---: i uL = 17 p5t = ,; heiahi FL PD ----------------------- ----- ----------------- ---- '----- type length width all WL 0.0 ; IG = AREA I.Lred 4L= 100 350 r------- ----- ------ ----- ----- ------ ------- Live ;_car: Ked.?-y fES used wL= 100 red. roof; 7.0 25 15 0.0 ; floor; d.0 40 25 ; wall: d.0 15 ' other: 0.0 -5.0 0.00 r------- ----- ------ ----- ----- ------ ------- 0.00 --i ,; PL= 0.0 0.0 d15e. fr:oi left ;; PD= red: 0.OD V ?r� �iFL , .q :SwL 0.100 ? rl ? wl ?itD :CFI iSMD 0.356 ?SaD :pD iCFT Cwf 0.462 LLLLLL 25 LLLLLLLLLLLLLLLL� DODDDD i5 DODDDDDODDDDDDDDD 5.5 7.5 DFz r j===== d*y roof beat 1===== : L 4.0 <? L RB5 :? L RR= 0.92 2-2x4 0.;' =dTL ? 112-2X4 -0.0 =4Eatb _-,j ROOF 2-1'dB ------------------------sat 9 ------------- ---------------- SHEAft: 6.9 0.5 -015 -0.9 kilt_ ------------------------------------max R --------- ---------------------------------------------------------------------- k width ? 5%=Dy BEND SHEAR BRdG ELAST 3 HiDTH act:,a" 34:=Uz <TYP'E> Fball FVall FEbro lft ksi 1,50 0, DEPTH actual 2124% f---------- ------------- ------------ ------------ ------------f i2 TYTE --i DN, y 12 DF2 % US d5 K5 1.3 Wj Vvide ]i greaierj R i load dur?Roof>?Floori i.i5 f---------- ------------- ------------ ------------ ------------+ i'i uses tSinole:tepee: 1.00 1 GL'FCs 5 BCVL i DF 1 n 13 HFI r, 11 wet use i�2e tiiDr y: LOO : 2 L'dL 6 U92 1': DFi 14 yi"r :0 1 T T1 ypfa !� 1 u . 460 LL aF71 rr;t?rla 1 3 §SIi .3 l 11 F 1 v 11 ?i1 I! 1 _____-----------------'------------ ----------- -- rS � ,. DIN 5 r_ - _ ' r.. LL Ir Li- J 8 1 t__________ ------------- ------------ ------------ _______..-__ T 1 �I "L Ai lip. n l - t�- L:4i i1 ` \t �G a1:Ei1 .IL;i 11iL i..'lJ lni3 ..'1! Ini4 =J.`i11.4 .-3,.t:.31?.d'•..,.11_...1i1.31, .: �Li<JA.--, ti.01---PRe0--- ----4,---11H YLLiw 106 98 E10 0,20 "r,ED'D 1i 14 de i s_, ,G;y FIRUNR ►----------------------------------------r t �- ------ ----------------------- t ----p-osi iapaati"c=------- ---post jP.Miations---- - 24 2-Z-X4 a' 6 2-2X4 4X4 .0 ft 2-2�6 c 10 30 43 2-.X6 06 6-6 6ig 2-2X8 .` d 43 43 65 2-2XB 6XY 6�> dX8 ar = 0.2 0R9 ROOF BEAa 4.2 =L bra -------------------------- ----------- ------- 2A 0.5 se fec i.4 = Hi1AO BF;ACIHG RE9D 0.� _G ftg based an 9 ft heighe h; r 1:7111 (illi!111� .00F7 X.Z 13 I-r-i 4 EA Y L.X W-Fg=7S IC SCHOOL ADD �: .: ++ i I 1 fy _---------------------------------------- P E T E R DATE: 12116 GIHTAUTAS PROD: IC SCHOOL ADD N A L I S SUBJ: ROOF RB6 HEAR ELEV LINTEL A . E . C WOOD BEAM ANALYSIS & DESIGN --------- -------------------------------------------------------------- OHiFORN LOAD HORKSHEET CONCENTRATED LOAD HORKSHEET Al SPAN = d.0 ------------------------------------ ------- --------------------------------------t FT IL HD height PL PD ---- ---------------- ---- r, r, - - - ----- ; type iengih r:dth rli wdi ?,4 3.5 *--------t 4------- ----- ------ ----- ----- ------ ------t FLOOR: i width I = 12.0 i LL = 35 psf = 420 ; roof: 22.0 Z.0 25 20 4.4 3.5 ; +--------t S DL = 20 psf = 246 floor: 8.0 40 25 BALL: ; height ; = 8.0 1DL = 15 psf = 120 Nail: 0.0 15 --------+ other: 0.0 FLUOR: wide ---> 0 LL = 40 psf = +------- ----- ------ ----- ----- ------ ------t 0 DL = 25 psf = 1.0 `rL= 4.0 4.0 HALL: high -- R DL = 50 psf = fist. frog left ;; FD= 3.5 red: FLOOR: wide ---> 0 LL = 46 psf = :5HCENTRATED LOAD YORKSHEET R2 8 DL = 25 ps` = t------- --------------------------------------+ HALL: high ---> a DL = la psf = height PL FD ----------------------- ----- _-------------- ----- ----- type length width NI1 wdl 0.0 96 - AREA LLred rL- 420 360 f------- ----- ------ ----- ----- ------ ------t Lire Load Red.?-> fES used rL= 420 red. roof: 7.0 15 15 0.0 floor: 8.0 40 15 3,97 <<FL;: Nall: 9.0 15 3.52 «PD:; other: 0.0 0.0 ; 7.49 (0M +------- ----- ------ ----- ----- ------ ------+ <--- L = 1.0 -->1V 0.00 --> 1 PL= 0.0 0.0 list. fro: left ;: PD= red: 0.00 1; :;PL :{?: (41, 0.420 <=.rL :<NL ':irD (<YI «wD 0.360 <;wD «wD «PT <NT 0.738 <<uT ;<wT LLLLLL 35.LLLLLLLLLLLLL�LL DDDDDD 2'1 DDDDDDDDDDDDDDDDD __=====i 5.3 11.1 LBL f===== dry roof boas « L 9.0 << L R16 L RL= 1.75 RR= '; 4.13 0.1 =dTL ,4X4 06 -0.0 =dcaeb ;:2-2X.6 6X8 ROOF 1-2X8 ------------------------ ---------sat V ------ ---------------------------------------------------------------------------- SHEAR: 9.7 0 -0.9 -2.5 -4.1 kips Homrhl: 10.4 10.1 6.7 f. ----------------------------------------------------------------->------------------------------------------------------- Ck width ? 13,14% BE15 SHEAR BRNG ELAST t 5,25 ,< EDTH actual 71Z=V; <TYFE? Fball F-4all Fcbro 1000ksi 11.9O DEPTH actual 34:=N +---------- ------------- ------------ ------------ ------------- 2 <; TYPE --> LV'L 2 LVL 2600 285 750 1.8 {ail bss' R ; load dur{RooT>(floor? 1.15 t---------- ------------- ------------ ------------ ------------t S <C uses ,SingleXRePet> 1.00 : 1 GL-F24 5 B�.VL 9 DFI R 13 HFI n 17 D ;' wet use «et)<Dry> 1.00 2 L1L 6 RLAH2 16 DF% n i4 HF2 n 1r 460 ;' LL defl criteria 3 1- 50 :1 DF1 w 15 ff! w 19 -- 4 FSL S 1' DF2 r 16 HF2 N 20 :HECK Fb Fv----LL---1'---.1 --s-----A----I- +---------- ------------- ------------ ------------ ----------- STRESS 408 SHEAR DEFL DEFL 1.00 in'\3 in12 0%14 H=1.75',3.5'k5.251,7, D=9.511i.84\i4;i1i18 ------------------------------------------------------ AC'' 1008 234 3.03 0.06 PROV 124 62 137 ALL05 2990 328 0.20 0.40 RE8'D 42 45 defi VALii >O1( AV )GX< )OK( ------------------------------------------------------ LAN VEKER LONBER ------------------------` + t------------------------------------t t - -pasl Capaliles------- ---po5i de5:anaZiJi,S---- : 4A : : 4 6 2-2A4 4X4 ;X6 8.0 ii 2-2X& 6 10 11 43 2-2X6 4X6 6to 6t3 : 6X8 1-1X8 8 43 43 65 2-2X2, 6 8 .:S 8 8 c orj= ..: DRY ROOF i;EA�. br,; -------------------------- --------------------- -- 4 f iq 23 ,HO �RACIi.G RED% :,1 s4 ffo Lased =;1 9 fi be:g.�t trg.TieS .��.�rrJ ie•t.rr•i� ' F<00V 5Z 04:S AF< =`I-F_z d a IL SCHOOL ADD I x ---------- ------------------------------------------------------------- P E T -E-k DATE: 12/10 GINTAUTAS PROJ: IC SCHOOL ADD N A L I S SUBJ-. ROOF RB7 WEST LOBBY LINTEL A . E . C WOOD BEAM ANALYSIS & DESIGN -------- -------------------------------------------------------------- 01FORH LEAD URXSHEET CAKEHTRATED LOAD #OR#SHEET 11 SPAR = 12.0 ------------------------------------ ------ --------------------------------------- FT dL 0 AeigaijL ,'D ----- --- ----------- ----- ----- _;:pe iengtn width +ell 'wdi 0.0 T-----••-- ------- ----- ------ ----- ----- ------ ------t FLOOR: ! width ( = 0.00 LL = 35 psf = 455 roaf: Z2.0 Z5 20 0.4 t--------t p 4L = Z0 psf = 260 ; floor: 8.6 40 25 PALL: ; height ; = 6.0 0 DL = 15 psf = 90 wali: 8.0 1 4--------- Other: J.4 FLOOR: ride ---) 0 :L = 40 psf = t------- ----- ------ ----- ----- ------ ------T t--------t d DL = 25 psf = --; " PL= 0.0 0A #ALL: ; height ; = 3.0 i DL = 50 psf = i54 diet, irol left ;' PD= rzd: t---------- ! FLOU: ride ---> i LL = 40 psf = iNKEHTRATED LOAD RUSHEET #2 0 DL = 25 psf = t------- ------------------------------------- iIALL: high ---) # 0i = 15 Fsf = height PL PD ; ----------------------- ----- ----------------- ----- ----- type length width wll wdl 0.0 156 = AREA LLted wL= 455 500 -------- ----- ------ ----- ----- ------ ------+ Live Load Red.?-) TES 0 used wL= 453 red. roof: 7.0 25 A 0.0 floor: 8.0 40 25 i.00 wall: 8.0 15 Giber: 0.0 0.0 0.00 +------- ----- ------ ----- ----- ------ ------+ 0.00 --) ;; PL= 0.0 0.0 disi. froo left ;; PD= red: 0.00 i! «PL «P L <PD «wL 0.455 ,wL ;<wL <<PG <<PT <<wD 0.500 «wD :<rD <(FT «wT 0.973 <<wT :(wT LLLLLL 35 LLLLLLLLLLLLLLLLL UODDD 20 DDDDODOODDDDDDDDD L3 11.9 LVL dry mof heac 12.0 << L RU RL= ; 5.84 RR= :; 5.84 4%4 0.3 41L :=_ ;'41i4 Z-%Xd ; -0.2 =dcalh ;1,2-2X6 2-2k8 ROOF ------------------------ail 9 ------------------------------------------------------------------------------------------- SHEA : 5.8 2.9 0.0 -2.9 -5.9 kips NOMEHT: 13.1 17.5 13.1 fk ------------------------------------Gal M ---------- -------------------------------------------------------------------- tk width ? 57S4 BEID SHEAR PUS ELAST i 5.25 < KDTH actual 43%=VZ /TYPE) Flall Fvall Fchrq 1060ksi i1.91: ;; .4EFTi actual 57%411 t---------- ------------- ------------ ------------ ------------� 2 < TYPE --) LVL 2 LVL 2600 285 756 1.U- ;ail last load dur<Roof)/Floor) 1.15 --------- ------------- ---------- ------------ ------------, uses <Siogle)<Repet 1.00 1 GL-F24 5 UK 9 DTI n 13 HFI P. 17 i< wet Use /Yet)<Dryi i.40 2 L''L G i1iAi 2 DF C n 14 HF2 n li ; LL defl criteria 3 YSiKs 1 ;1 Dr'i v 15 nfi w 1 ; ---------`-------------------------------------------- 4 FJ=L 12 DF2 U 16 HF2 w 20 v HrL ra ry LL IL T= a A i ♦---------- ------------- ------------ ------------ ------------4 STRES'3 HO# SHEAR DER DEFL 1.00 :ail ini2 in'4 Y=1.75;3.515.2517, 0=9.5;11.88\14i16118 ------------------------------------------------------ ------------------------------------------------------ ACTOaL 1696 140 O.IF 0.34 PRG9 124 52 737 ALLOT 2990 32n 0.3.0 0.60 R_d'D 111) [I dell =VAL]) )GR< )OV, 4V AV ------------------------------------------------------ LAH OEHEER L>jR;FEI; f----------------------------------------- 5 - i25 w:iLCJ4-- 1- 1 _ 450 D p II_ VL_ T------------------------------------t t ----prst capacities------- ---post designations---- 04 4%4 6 2-2h4 U4 ' 2' h6 12.0 Tt L-2Xe; 5 14 3 2 0 43 -U6 U6 6z6 6l8 2-2K6 2-2t.8 8 43 43 65 2-2 i8 t,i8 bad 838 t }r -- 1. DIR( n R � 3 uNGOF XDEL46 1.3 ='_ lr -------------------------- ------------------------ 2.� 2. sc fta 2.3 = Iir`T,HB DRAiiFG REClD 2.� sc ity lased ors ft heinbi lrg.rres IC SCHOOL_ ADD �, • � 1 .. I F E T E R DATE: 12/10 61NTAUTAS PROJ: IC SCHOOL ADD N A L I S SUBJ: ROOF RB8 WEST ELE1i BM A . E . C WOOD BEAM ANALYSIS & DESIGN U9IFORN LOAD BORBSHEET CUCEHTRATED LOAD ;1ORKSHEET 11 SPAN = 11.0 ------------------------------------ +------- ------------------------------------- �________________11 FT WL WD height PL PD ; ----- ------------------ - - --- type length Width W11 Wdl 0.0 + -------+ y------- ----- ------ ----- ----- ------ ------+ FLOOR,: / Width ! = 23.0 2 LL = 35 psi = 805 ; reof: 22.0 25 20 0.0 +--------- B DL = 20 asf = 460 floor: 6.0 40 25 WALL: height ; = 6.0 1 DL = 15 psi = 9C ; Yail: 8.0 15 +--------+ ; other: 0.0 FLOOR: Me ---i i LL = 40 psi = +------- ----- ------ ----- ----- ------ ------+ 8 DL = 25 psf = PL= 0.0 0.0 HALL: high ---r 8 DL = 50 psf = dist. 'from left ;; PD= red: 1; FLOOR: Wide ---, a LL = 40 psi = COf3CEHTRATED LOAD BORUSHEET t2 @ OL = 25 psf = 4------- --------------------------------------+ BALL: high --- p DL = la psi = ; height PL PD ----------------------- ----- ----------------- ----- ----- type length Width Nil Wdl 0.0 i 253 = AREA LLred WL= 005 550 t------- ----- ------ ----- ----- ------ ------ Live Load fed.?-) !ES 8X used xL= 739 red. roof: 7.0 25 1; 0.5 floor: 8.0 40 25 d.00 Mali. 8.0 15 other; 0.0 0,0 0.00 -------- ----- ------ ----- --- ------ ------- 0.00 --x ;; Pl= 6.0 0.6 disi. iron left ;; PD= red: 0.00 V «PL ;,"PL UD c<YL 0.305 iiYL <tWL <<.'PT <<YD 0,550 (,10 :<WD «PT «YT 1.373 <:WT <<;WT LLLLLL 35 LLHULLLLLLULLL DDDDDD 20 DDDDDDDDDDDDDDDDD 5.3 11.9 LVL dry roof heat RR= ;; 7.55 0.3 =dTL '-- 416 -0.1 =dcaa5'-- ;;416 2-2X8 ROOF 2-2X8 ------------------------tar V ------------------------------------------------------------------------------------------- S,HEAR: 7.6 3,8 0.0 -3.8 -7.6 kips NONEK: 15.6 20.8 15.6 fk ------------------------------------may ' ------------------------------------------------------------------------------- -Lk Width ? 73Z=D2 BEND SHEAn BRRS ELAST i 5.25 « WIDTH actual S Z=V� ;TYPE:' Fbail F;ail chrq 1400ksi i1.90 :< DEPTH actual 67 =P(k +---------- ------------- ----:------- ------------ ------------+ 2 : TYPE --) LVL 2 L'dL 2600 285 75+; 1.8 (all hms R I< load dur<Roo4i41oori 1.15 S « uses <Siggle,y<Repet? 1,O0 -i 5L424 5 DC'1L 9 DFi ^ i3 HF1 t i7 D <: Wei use < et :Dr i 1.00 i 2 LVL R-LAd2 10 DF2 r: 14 HF2 n U8 480 ;< LL deft criteria W31650 7 11 DFi Y i5 nFl a 19 4 PSL 6 12 DF2 W 16 iF1 W L. . R -' - - ------------ ------------ ------------ L.. �: F� ,1 l 1L l.l� J fl STRESS 004 SHEAR DEFL DEFL i.00 io13 io12 in`14 8=1.75ii-.5;5. 51 9,5',11,88t14i16118 ------------------------------------------------------ ACAAL 2011 131 0.20 0.34 PROV 124 62 737 ALLOW 29y?0 320 0.28 0.55 3E82D 63 35defl EV In'L > iDK� %DKi 14i,< !LE< ------------------------------------------------------ AH VEHEER UMBER -----------------------------------------+ 5ai5 W 3.. C! a - s15, ?D2 P ti_VL_ r +------------------------------------+ + ----post caaicuties------- ---post desigaatioas---- 4 0 2-2X4 4X4 426 U.0 it 416 ; ' 6 i"; 3+9 43 2-2:,6 4X6 6x6 6x8 :- K8 ;2X8 2-2.; d 43 43 65 2-22 6;t8 dxr 8X8 L hro= 1.1 DRY RO,Ir BEAR 1:7 =L hrq ------------------------- ------------------------ !,' C 3.8 s ftq 2.3 = HiT,e,O BRACIHo � - ' tq G ECa !,n sG ; based u 5 fi he. hi Iv SCHGUL ADD c, i 1 _ �I �) i' I --------- ------------------------------------------------------------- P E T E Ft DATE:. 2A0 GINTAUTAS PROD: IC SCHOOL ADD N A L I S SUBJ:- ROOF RB9 NORTH ELEV BM ra E . C WOOD,.BEAM .ANALYSIS & DESIGN --------- --------------------------------- BMW LOW URKSH>_ET CORCEHTRATED LOAD k6RKSHEET B1 SPAN = 13.0 ------------------------------------ +------- ------------------------------------- i\________________li FT bL 0D height FL PD ----- ----------------- ----- type length width r11 vdl 0.0 FLOOR: 1 vidtb i = 6.0 @ LL = 35 psf = 210 ; roof: 22.0 25 20 0.0 :--------+ F DL = 20 Psf = 120 ; floor: SA 40 25 ' HALL: high ---> ! DL = 15 psf = ; wall: 3.0 15 other: 0.0 FLOOR: Wide ---r 0 LL = 40 usf = +------- ----- ------ ----- ----- ------ ------ 'i DL = 25 psf = --) ;; FL: 0.0 0.0 UALL: high ---> 0 DL = 50 psf = dist. from left ;; PD= reo: FLOOR: wide ---> A LL = 40 psi = CONCENTRATED LOAD VORKSHEET #2 E DL = 25 PST = +------- --------------------------------------- CALL: high ---> 6 DL = 15 psf = h.igbt ' PL PD ----------------------- ----- ----------------- ----- --- - type length width vll vdl 0.0 16 = AREA LLred WL= 210 120 -- ---- ----- ------ ----- ----- ------ ------ Live Load Red.?-) YES used vL= 210 red. roof: 7.0 25 15 0.0 floor: 6.0 40 25 0.00 vall: 6.0 15 other: 0.0 0.0 3.0-3 +------- ----- ------ ----- ----- ------ ------+ 0.00 --> PL= 0.0 0.0 dirt. fros left PD= red: 0.00 V {SPL {:PL { PD {;vL 0.210 :,wL {{vL {{Pu {{PT (AD 0.120 XUD kw C;PT {;vT 0,342 ;{v1 tfvT LLLLLL 35 LLLLLLLLLLLLLLLLL DDDDDD 20-DODDDOODOODOODODO =i dry roof beam {S L 13.0 {{'L RB4 RL= a, 1.22 'R= r 2.12 2-2X4 ;; 0.2 =dTL =_ -2-2k4 -2n6 -0.1 =ocanb i;2-2t6 2-2X6 ROOF 2-2XB ------------------------lax v ------------------------------------------------------------------------------------------- SHEAR: 2.2 1.1 0.0 -1.1 -2.2 kips OOREHI. 5.4 7.2 5.4 fk ------------------------------------ ------------------------------------------------------------------- ck vidth ? 472=DZ SEND SHEAR BRH6 [LAST i 3.50 {{ BIDTH actual 242='d: {TYPEi Fball Fball Fcbrq 1000ksi 11.40 {< DEPTH actual l 35 =.K% +---------- ------------- ----=------- ------------ ------------+ 2 { TYPE --> LYL 2 LVL 2300 285 150 1.6 iall tssi R <:{ load dur:Roof>{Fioori 1.115 5 t: uses {yin ie:{Repet> 1.0l; 1 ;L-F24 5 BC; 9 DF1 n 13 HF1 n 17 O t{ vet use ; et3{Dry) 1.00 ; `' L l 6 fLAH2 10 DF2 n 14 HF2 a 16 450 {; LL 4MI criteria ; ; BS1650 i 11 DFi v 15 61 W 19 ------------------------------------------------------ ; PSL 6 L DF2 v 16 HF2 v 2s r,SE_K Fb Fv L_ TL Cf= A I =--------- + - c r t r7 i � a- i RE B6H SHEAR 0E;L Ds^_ ,.00 in-,3 in"", in�,= 1.751a.5i5.2S:;, 0=9.5'��1.6d,14116',�6 F;TiJA, 1047 60 0.15 0.25 UY 63 42 492 All 5. 2 90 f326 0.33 0.65 RE9'0 2-; 10 deal k'i AL)i CC" MIP )OU :'Oq/ ------------------------------------------------------ LAb a '{ELR LUMP"----------------------------------------- :3 - 5 W:L c 4-- :L 1 _ V D c-- i-L_ L V L fr------------ ----- + - .. cost ca,�actt;es------- ---post assiva ion3--- 2-2X; 2-2X4 1 A ,_2X4 4.:4 2-2K6 I3.J t -2X6 ; ' 6 10 30 43 2-2X6 4X6 •6x6 6x8 2-22 2-2XB ; 6 43 43 65 2-2X6 6X8 6x6 86 L hra= 0.1 DRY RO'3F BEAN 0.1 =l br ---------------- --------- ---------------------- 2.0 1 r '1 sq fig 3.4 = ,BRACE p 6UPPORTS OND' sq -to Eased ad 9 ft eiy;,t brqqrts IC SCHOOL ADD i �i �, �i #Ibn� ~ "A N FLOOR-TYP SPAN N T Q05SwwN` �,� 24 TJKWH90 @ 24 We Jan u.er:2 171Brm0� IM09PM Pagel F#gineve�:1.5.12 THIS PRODUCT`MEETS O E�S I'tEXCE THS SErt DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Owma Dkne hsim w r 6 2V Product maorwin W Conceptual. WADS: Analysis is for a Joid Mernber. Primary Load Group-Schools-Ctassroorns(psf):60.0 Live at 100%duration,25.0 Dead,M.0 Partition SUPPORTS: lii0a Bearing VerticaT Ri a&Jjdtis ptisT Ply D601A NalIIng 090 OUef Wkflh Length Live/Deaanlpawrocm VAPM 1 Stud wall 5.25' Hanger 1254/938/0/2191 1 20.00" 1.5(r Top Mount banger Norte 2 Stud watt 3:517 3.5(F 34851 1(r73/0/5159 WA WA WA Intermediate None 3 Stud wall 3W &W 3290/1432/0/4723 WA WA N/A Intermediate None 4 Stud wall 52Y Hanger 121319071012120 1 20.00" 1.5W Top Mour Hanger None -Web stiffeners are required at suppoit(s):1,7,3,4. See TJI JOIST INSTALLATION INFORMATION for nafing requirements. HANGERS:Simpson Strom-rwO Connectors Support Model Slope Skew Reverse Top Flenge Top Lange Support Wood Flanges Offset Slope Sperms 1 Top Mount Hanger NONE FOUND 0/12 0 WA WA WA Dallas Fir 4 Top Mount Hanger NONE FOUND QM2 0 WA WA WA Douglas Fir DESIGN CQNTROLS: Maximum Design Control Control Location Shear�) g -27255 3060 Passed(89%) Rt.end Span 1 under Floor ADJACENT span loading Vertical Reaction(lbs) 5158 5158 5195 Passed(99%) Bearing 2 urder Floor ADJACENT span loa ft Moment(Ft-Lbs) -12531 -12531 21642 Passed(58%) MID Span 2 under Floor ADJACENT span loading Live Load Deft(in) 0.182 0.491 Passed(1J399+) MID Span 1 under Floor ALTERNATE span loading Trial Load Dell(in) 0.103 0.300 Passed(U702) MID Span 2 under Floor ALTERNATE span loading TJPro 47 30 Passed Spent -Deflection Criteria:STANDARD(LLV6001L:L&0). -Allowable moment was increased for repetitive member usage. -Def ctlon analysis is based on composite action with single Bayer of 23W,314"Panels(24'Span Rating)GLUED 8 NAILED wood dedang. =Bracing(Lu):AN compression edges(top and Bottom)must be braced at Z T olc unless-detaWi otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Concentrated load requirements for standard non-rr�it floors have been considered. -The load conditions considered In this design aratysis include a ternate and adjacerx mender pattern loading. PROJECT INFORMATION: OPERATOR INFORMATION: IC SCHOOL ADD PETER NALIS NAUS AEC 4552 51 AVE NE SEATTLE,WA 89105 Phone:206.527 7073 Fax :205.5277073 na5saco@w-faticnd Copyright 0 2002 by True Joist, a Heyerhaeuser Business TifM »nd TJ-Re»me'i »re registered r.IPmerks of Trus foist_ e-I Joist-,Pro'and TJ-Pro" are trademarks of Tru_s Coist. Simpson Strong-Ties Connectors is a registered trademark of Simpson Stroaq-Tie Company, Inc. . i er�.`"�- UPPER-TYP CORRIDOR JSTS Tae.1cn�aoss«�i"�"r� ��+_^" 11 7/8- TJIWIPro(TM)420TS @ 16" o/c Lenz 1M4rA02s.St15vM - - Pagel r vemiarl.512 T s PRoLiucTNiEETS()It,EXCMS-THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Product Disgrram In Co 1. LOAD6: Analysis is for a Joist Member. Primary Load Group-Ol%ce -017i es,(psi}100 G Live at IQG%duration;25 G Dead 11PT8-. Input Bearing Vertical Reactions Qbs) Detall 00W Width Length' Live/DexdRlptift/Totat 1 Stud wall 3.50" 22250 89712171011083 End,Rim 1 Ply 1 Ile 0.8E TJ-Strand Rim Boards 2 Stud wall 3.50" 225' 897/217/0/1083 End,Rim 1 Ply 1 114'0.8E TJ-Strand Rim Board® MIGN CONTROLS: Maxbmrtn Design Control Control Location Stiddr(Itid) 1049 -10M 142G Passed(73%) RE 6M SpM 1 under FkW Waft Verbod Regan(bs) 1049 1049 1287 Passed(81%) Bearing 2 under Floor loading Moment(Fla bs) 3299 3299 3587 Passed(92%) MID'Spen 1 under Floor loading Live Load Deft(any 0.285 0.315 Passed(Ll5Ci0) MV Span 1 under Fuor loa&q ToW Load Delt(m) 0.356 0.629 Passed(11424) MID Span 1 under Floor loading TJPro 52 30 ' Passed Span 1 -Deflection-Criteria:STANDARD(LL:U1480,TL:L/Z40). -Allowable moment was increased for repetitive member usage. -Deflection analysis is based on cornposite action vAffi side layer of 19W,5V Panels(2('Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):A!I sampression edges.(top-and-bettom)must-be brmeed at 7 7'ok unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve manber stability. -Concenb*ed bad requirements for standard non-resklentiat floors have been considered. TJ-Pro RATIN4 SYSTEM -Tbe TJ-P o Rating Sysfem value provides additional floor performance information and is used on a GLUED&NAILED 19132",51Er Panels(20'Span Rating)decking. The controlling span is supported by walls. Additional considerations for this rating irnclude:Ceding-None. A structural analysis of the deck has not been perf tinned by the program. Comparison Values 1.36 ADDIJIONAL NOTES: -IMPORTANTI The armtysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product app6cahm,input design bads,and stated diawrsiorrs have been provided by the software user_ This outptR has not been reviewed by a TJ Associate. -Not all produf are readily available. Check with your supplier or TJ technical representathre far product avaitalAky. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Alowaable Stress Design methodology was used for Buitdirg Code UBC amlyarg the TJ Custom product fished above. PROJECT INFORMATION: OPERATOR INFORMATION: I C ADDITION PETER NALIS NALIS AEC 4552 51 AVE NE SEATTLE,WA 89105 Pfxxie-206-527-7173 Fax :205 677--7073 naiisaec�nk.net Copyright O 2002 by Trus Joist, a Wayerbaeuser Business TJI® and TJ-Beam® are registered trademarks of Trus Joist. a-I Joist-,Prd and TJ-Pro"are trrdamrrks of Trus Joist. I I .' �I .. ,.. � I ----------------------------------------------- P E T E R DATE.: 12i06, GINTAUTAS PRDJ: IC--CLASSROOM ADD N A L I S SUBJ: ROOF 1B1 CENTER BM �y E . C WOOD BEAM ANALYSIS & DESIGN ---SNiFGRD LOAD 0RKSHEET CONCENTRATED LBAD 0ORKSF1EE-1 41 SF'AN = 21.0 ------------------------------------ t------- --------------------------------------t -------------- FT #i .0 height PL PD ----- type length Width w±± 461 0,,". ; t------- ----- ------ ----- ----- ------ ------- FLO0i; ---) 8 L', = 25 psf = roof: 7.o 25 15 �±.0 ; G DL = 20 psf = floor: 8.0 40 15 ; HALL: high--- 4 DL = 15 psf = wall: 8.0 15 ; t--------t other: 0.0 ' FLOOR: I width i = 14.0 8 LL : 60 psf = 840 *------- ----- ----- ---------- DL = 45 osf = 6jo -.f YL= CIA 0.0 ULL: high ---. 0 DL = 15 psf = dist. frog left ;; PG= reu; FLOOR: wide ---> D Li = 40 psf = GOKENTRATED LOAD NORK"SHEET D . 0L = 25 psf = t------- --------------------------------------- TALL: "nigh ---i i DL = 15 psf = height 'rL �D ----------------------- ----- - --;------- ----- -- - type length kilt; w11 kdl 0.0 294 = APEA Ureo wL= 840 6R, -------- ----- ------ ----- ----- ------ ----- Live Load Red.?-) YES 12t used kL= 743 red. roof: 7.0 25 15 0.3 flocr, 0.0 40 25 ; 03.00 wall: 9.0 15 ather: 0.0 0.0 , 0.00 ------- ----- ------ ----- ----- ------ ---- -t 0.00 --i „ PL= CA -.0 dirt. fro® ±eft ?D= red; �.wL 0. 43 4�wL cwL it1D C<PT <(wD 0,630 <.CkD CwD <<fT <aoT 1.4141 6:wT LLLL7 LLLLLLl1 60 LLLLLLLLLLL DUDODDDODD 45 DODODDDODDD dr, fioar beaa 21:Q « L 1D1 Q,i =1!L =_ J:O 11 I). 6 c =�:a8u N �RO F f}•� ------------------------In d ------------------------------------------------------------------------------------------ S0.R: 14.0 /,4 0A -7.4 -14.G yips .1001 T: 58.4 71,9 58.4 fk- ------------------------------------aai N --------------------------------------------------------------------------- - ck widtt '! tti.=D PEHD SHEAR DRNG -LAST t �.75 : WIDTH actual 95z=v4 ;TTPE1 Fball fvall Fc6ro 10 0ksi i •I a :. OF'TH actual a9.-n 1---------- ------------- - - - -- - a 1 :< Iff-i --> GL-f24 1 GL424 2400 165 Soy 1.8 {ail b:s i% load dur<Hoof-Floar) IAO f---------- ------------- ------------ ----------% -- ------------_ S „ uses <Sinp':e).Repet:> 1.00 1 61.41.4 5 E UC 9 1r'1 u HF1 n 11 ; 0 ;< well use :iet)<Dr ) 1.00 2 01 6 RLAH2 10 DF2 n 14 iF2 n iv 480 ;< LL deyl criteria 3 931650 7 A DF1 w 15 r;Fl w 1`'s __---»----------------------------- ----- ---�-- 4 rSL-- ---�---- ---- -- ±L Df k 15 'r2.w is FECi Fb Fv LL TC `i ' STRESS 1OA ';TEAR DErL DUL °a.94 ia1; iv i in'%4 =3.13i5.13`6. 5'-,8.15 s=9t10.5;i_ 13.5,1 ' '; „.'" 5%zL..z-1IP-M,5 24 ------------------------------------------------------ ------------------------------------------------------ A1,TOAL 2006- 157 '0.35 0.66 Pk8'V Obi 142: 5209 ' ALLOH 2255' 165 0.53 1.05 REC-D 415 US dell LvAD/ 4,0," )Oh: )OF iU, L Li�CAfi fb'24D w --' - r----------------------------------------t t------------------------------------- t ----post capacities------- ---5vA des±pnations---- 4 6 2-2A4 4'A4 06 1.D;t 616 10 30 43 2-2I6 446 6e}, 6a8 i 6�Y !3., 42 :i 65 c-2,X0 6!- 618 8, L i a 5.7 Ut:7 iLuJY. iLi� -3: =L bra ------------------------- ---- -_-------_-_-_-_ %.0 1 5Q icv 3.1 - H,1,rRAC*_ Q Si!F'PiT• Li;il'i 1.4 sg fib 4a3ed o0 9 ':i ,tYlf_Ii1L kD41F:- ; CAN-TD=R= D1- IC- CLASSROOM ADD �i :�„ P E T E R DATE: 12/12 CINTAUTAS PROD: PROJECT H A L 1 S SUBJ: LEVEL BM DESCRIPTION A . E . C WOOD BEAM- ANALYSIS & DESIGN URIFORM LOAD NORXSHEET CONCENTRATED LOAD YGRKSHET k1 SPAR = 7.0 ------------------------------------ +------- --------------------------------------+ FT HL WD height K F0 ----- ------ - - ----- -- - ---- type length width all wall 01.0 +--------t +------- ----- ------ ----- ----- ------ ------t FLOOR: ! width ! = 7.0 @ LL = 25 psi = 175 ; roof: 7.0 25 15 0.0 ; T--------t @ DL = 15 psi = 105 ; floor: 8.0 40 25 ; ➢ALL: high ---'> f DL = 15 psi = ; -dill: 8.0 15 ' other: u.0 FLOOR: wide ---> @ LL = 40 psi = +------- ----- ------ ----- ----- ------ ------t @ OL = 25 psi = --r ; P!= 0.0 Or0 HALL: high ---j @ OL = 15 psf = diet. frog left ;; FD= red: 't! FLOOR: aide ---i 0 LL = 40 psf = ;:OHCENiRATED LOAD 9iORl(SnEET i2 ➢L = 25 psi = }------- --------------------------------------t NALL: high h @ DL = 15 psi = heigt PL PD --- -____ ----- ; - ---------- ----- - - type length width wil wdi 4.0 , 49 = AREA LLred wL= 175 105 +------- ----- ------ ----- ----- ------ ------+ Live Load Red.?-) YES used wL= 175 red. roof: 7.0 25 15 0.0 floor: 8.0 40 25 0.00 wall: 5.0 15 ; other: 0A 0.0 0.00 +------- ----- ------ ----- ----- ------ ------t 0.00 --> ;' PL= 0.0 0.0 dist. frog left ;; PD= red: 0.00 1! «FL «rL <PD 0.180 :<rl 0.17S «wl (<F➢ ((PT 0.100 i(w➢ 0.105 {<w>< (<wD <(PT 0.298=«wT 0.198 '.<wT ((w) LLLLLLLLLtL,LLLLL LLLLLL 25.LLLLLLLLLLLLLLLL DDODDDU➢HHODD DDDD➢D 15 ➢D➢➢BDDD➢➢ODD➢DD➢ 5.3 11.E LUL dry roof, beam: :RL= 4.17 Rh= '; 0. =dTL 44 -0.0 =dTL 1;2-2z4 =dcasat- 6 0.0 =dross ;;2-2X6 X8 LEVEL 2-2X8 2-2 ------------------------gar y ------------------------------------------------------------------------------------------- SHEAR: -2.1 2.1 1.6 1.0 0.5 zips MOAUT: -7.3 -7.3 -4.1 -1.8 -0.5 fk ------------------------wai M ------------------------------------------------------------------------------------------ cz width ? 67Y=D% HHO SHEAR ,;(6 ELAsi I 5.25 (< N10 actual 15 =U< <TYPE> F6al Fvall Fcgrg 1O00ksi 11.90 <: OUiN actual 24'r,=A +---------- ------------- ------------ ------------ ------------+ C DIE Lit 2 Lri 26'JO 7 75�! 1.8 �_ill GgSj x l a"n dur2Ruof?'.floori 1.11.5' +---------- ------ JJ----- ------------ ----- -_---- ------------t 77y tl ,set l S1,ILleli.Rep�Ll 1.+00 r 1 SL�1�� .� rFLgL Y ,➢n1 1 i� 1] �Lr[1 1% 0 t} let use l�eticDryJ 1.001 ' 2 LVL t": 'ALA 2 A D L o 14 rl! ' a 1L r U =:go « LL aefi trlteria 3 NSls50 =1 UF1 w 15 RF1 w y ------------------------------------------------------ - „ . L - - A l ; 4 FL n :i Dri w 16 nt� ,w iU L C9 rh tV LL TL 4S- a �jGn.0 'A �i��45 DUtL 0L 1.➢0 in\7 1r;12 in'A �=t.7J'�3,5�.5.1:E\i. D�..,11.� 113<lhilil --------- --------------------------------------------- ---------- ----------------------y-f----------------_---- 9L"JY:'_ rfj7 50 O.L. 0.23 FROIJ !is' u% 737 A H Y390 3'8 6.35 0.70 H91, 10 deti E00 "IX{ 4 V )OK," >OX< ----------------------------------------------------- LAM' ti=?EER LUMBER +-----------t----------------------------------------+ 5 - LZ5 W:Lclt-- 4 � 1 a9 D c-- p L_vL ... t-----------t •------------------------------------+ : ----prat caoatl�les------- ---pout oesignatitlaals---- 4n4 2-2X4 4 6 2-2l4 4-^' l .0 tt 2_2_H 1.0 tt -2X6 6 1C 30 43 2-2 6 4n5 6XI b:XB it 2_car 2-2X6 t 4a ?J - H 6y -gnu tab t';b 8' o O.i DRY HO BEAA =L ern -------------------------- ------------------------ L. 44 ftj LZ = NlT.N3 BRAN A RE➢r s4 fig -aged ro , .: },eichi PROJECT t�`2- �+ 'I - -------------------- P E T E R DATE: 12/12 GINTAUTAS PROD: IC ADD N A L I S SUBJ: UPPER 1B3 SOUTH LINT A . E . C WOOD BEAM ANALYSIS & DESIGN -- --- ---------------------- UHIFORH LOAD VOR1SHEET CONCENTRATED LOAD NORtSHEET Al SPAN = 4.0 ------------------------------------ +------- ---------------------------------------+ FT NL VD height FL PD ,r ----- ----------------- ----- ----- type length width rli r;dl 0.0 --------+ FLOOR: i width i = 2.01 LL = 25 psi = 50 ; roof: 7.0 25 15 0.0 +--------t . i DL = 15 psi = 30 ; floor: 8.0 40 25 NALL: ; height ; = 16.0 @ DL = 50 psi = 800 wall: 8.0 15 t-t------+-+ other: 0.0 FLOOR: I width i = A.0 @ LL = 60 psi = 840 +------- ----- -----= ----- ----- ------ ------+ t--------+ @ DL = 25 psf = 350 -- ; FL= 0.0 i�.0 DAL L: ; height = 6.0 a DL = 50 psi = 304 dirt. frog left FD= real +-+------+-+ 1 FLOOR: i Ninth / = 4.0 @ LL = 100 Psi = 400 CONCENTRATED LOAD IORKSHEET R2 +--------+ i DL = 25 psi = 100 +------- --------------------------------------+ BALL: high ---} @ DL = 15 osf = height FL PD ----------------------- ----- ----------------- --- ----- iipe length width rii Ndi 0.0 ; 80 = AREA Llred wL= 1294 1H0 +------- ----- ------ ----- ----- ------ ------+ Live Load Red.?-) YES used wL= 1290 red. roof: 7.0 25 15 0.0 floor: 8.0 40 25 u.00 wall: 6.0 15 Other: 0.0 0.0 0.00. t------- ----- ------ ----- ----- ------ ------+ 0.00 --> ;; FL= 0.0 0A dirt, fros iefi,;; PD= re+: 0.00 1i < PL <PG «NL 1.290 (<rl ((wt ((PD (ITT X41 1.580 (<ND <CrG (<FT :(NT 2.884 ((r1 XvT LLLLLL 25 60 100 LLLLL DDDDDD 15 25 25 DDDDD 5..3 9.5 LVL dry floor heat (< 1 4.0 (< L 1D3 ;; <( L RL= 5,77 RR= „ 5.77 04 ;; 0.0 =dTL ;;4X4 2-R6 ;; -0.0 =dtaeb c-2X0 UPPER t-2Ai1 ------------------------fax V ------------------------------------------------------------------------------------------- SHEAR: 5.0 2.9 -2.1 -5.8 kips AGNENT: 4.3 5.8 4.3 fk ---------------------------- --------------------------------Oat ------ ------------------------------------------------- ck width ? 12Z=DZ ;.END SHEAR BRHG EL`Si x 5.25 (< 5IDTH actual 61Z=VZ (TYPE% FEa11 Fvall Fchr. 10001hsi 9.50 <; DEPTH actual 34Z4Z +---------- ------------- ------------ ------------ ------------+ 2 (< TYPE --i LVL 2 LVL 2606 285 750 1.8 iall Ens; F ( load dur<Roof):Floor:x 1.0C +---------- ------------- ------------ ------------ ------------- S <X uses t5ingle (Repel: i.00 I EL-F24 5 RCVL 9 DR n 13 HF1 n ii u :1 wet use Aeti(Dry? 1.0.0 ; 2 LVL 6 RLAN2 10 5F2 a i4 HFL n 1u 480 ( LL defl criteria 3 VS1650 7 11 DF1 w 15 HFI r i9 ; ------------------------------------------------------ 4rSL 12 DF[ w I6 HF2 w 20 CHECK FE Fv LL TL Cf= S a l t----- -- ----------- ------------ ------------ ------------+ STRESS HON SHEAR DEFL DEFL 1,00 in\3 in+t in,4 d=i.15',3.515.25ri, D=9,5ti11.n8iid`;16i1S ------------------------------------------------------ ------------------------------------------------------ ACTUAL 877 1i3 0.01 0.02 PROF 79 ::0 ai5 ALLOT 2600 285 0.10 y.2v R-rg,D 27 30 aefl E1AL7 ------------------------------------------------------ LAN VENEER LuNBER •----------------------------------------t t i- ------------------------------------- - ----f05', capac:ales ---p05i de5'sgn:tl;eils---- 4X4 4:14 3 6 2-214 4X4 2-26 .'3 ft 2-2Y6 ; 10 ?ii 13 2-2k6 46 tj6 6x5 2-2X8 2-2nG ; 3 43 43 65 2-'2%? 61P 6x$ Gi8 i 1 br^= 1.5 DRY tLOOR �E�H ..; =L �:r -------------------------- ------------------------ 2.0 2. sq itq 1.8 = H;T,AO ►RACIH6 REOD .Y sg fig based Oa 7 ft height i F-RE:F -t E� 0Uy H L_XN-F IC ADD it i .., ' P E T E R DATE: 12/12 GINTAUTAS PROD: IC ADD M A L I S SUBS: UPPER IB5 It•4T B15S A E C WOOD BEAM ANAL_YSIS & DESIGN ----------------------------------------------------------- JEFOWN Lila) NO:RSHEET CONCENTRATED LOAD NORKSHEET 11 1'AN = G.31 -----. ---------------- -------- -----------"---""--'---------------- ---- -----------Ii FT DL ND ; height PL PD ----------- ----- ----------------- ----- ----- ; type length $idtn SI11 Yda D.D t------- ----- ------ ----- ----- ------ ------t FLOC,R: ---) 0 LL = 25 Psi = roof: 7.0 25 15 0.5 D i5L = 15 psf = floor:. 9.0 a0 25 ' PALL: high ---> N DL - 50 psf = $all. 3.0 15 ; +--------+ other: FLOG;: I width 1 - 15.s 0 LL - 60 DO = 9300 t------- ----- ------ ----- ----- ------ ------- t--------+ N DL = 45 psi - r'- 0 HALL; high -- @ D� 5v psi = _,. ?ro® l?ft PD= rep: 1( FLOOR: aide ---) - _ ;: rcv ED .� , � , p LL 100 psf i:9 -rT A LA C..Av 5]. J;:.i.i Y� . r _ 24cpf _ HALL: high _ 0 DL = 15-psi = height r'_, PD ' ----------------------- ----- - --- :'i ce i-ng th oidth $i1 $dl 0.' j 90 = 'AREA L Lred $L= ;00 675 :------- ----- - ------ ------+ Live Load Red.? YES usedL= Y00 red. roof: 7.0 3 15 .5 floor: 0 J 4v K i tall: 8.0 15 ; othar: 0.0 DA 0.30 -------- ----- ------ ----- ----- ------ ------- 0.00 --: PL= 0.0 -0.0 dirt. frog left '; PD= rea: n 0.00 1i ,;PL {�I <.<PD <(rL 0.900 t<$L <($L <(P0 ((PT <(V) 0.675 (<VD (($D {(PT rT 1.505 <<rT (<$T LLLLLLLLLLLL 60.LLLLLLLLLLL DDDDDDDDDDDD 45 OD)ODDDDDOD dry floor heal {( L &.0 ({ L 115 < L RL= :; 4.75 iRfi= '.; 4.75 04 ;; 0A =dTL ;4 4 2'-2X6 -0.0 =dcs,§D ;;2-2's 2-2X8 OPPER _•tXB ------------------------�jY V ------------------------------------------- ----------------------------------------------- SHEAR: 1.5 2.4 1.0 -2A -4.9 zips NONENT- 5.3 7.1 5.3 fk ------------------------------------laY -- -------------------------------------------- ck $idth ? )9%=Dz REND SHEAR iiRNG ELAST Y 3.5D (< VIDIfictual 75k=VX <TYPE'" (hall Fvali Fchro 1D00ksi 9.3v <s DEPTH actual 63%4% t---------- ------------- ------------ ------------ ------------t 2 :( TYPE L'rL c LVL i&v'f 2 5 rya i.a hlsf F (< load dur<Roof)(Floor) 1.00 3--------- ------------- ------------ ------------ ------------* S {{ uses {Sin^Ie)(Repet) 1.00 1 GL-F24 5 CUL 9 DFi n 13 AFi n ' 17 ; D <( rei use ( et)(Brf i.00 2 LVi LMAc 1D DF2 n 14 dF2 n 1S ; 480 e< LL deft criteria 3 h*1650 7 DFI $ i UF1 v 1: -------------- 4 PSL t 12 DF2 $ i6 rF2 v 2v ` C H E L K F5 Fv LL ---TL C =�----------- - - t---------- ------------- ------------ ------------ ------------ -TRESS NIA SHEAR DEFL DFL i.DO 41ni3 in12 ir,14 5=1.7513,:,15.15`.7, D=9.3i11.T8`,14:I6iiS ------------------------------------------------------ A TUAL 1625 214 0.06 0.10 PROV 5 3 33 250 M LON NOD 28i 0.15 0.30 REO'D 33 25 defl EVA )) >0X< )O il( -;OX<' iO < LAN VENEER LUNBER -----------------------------------------€ t +------------------------------------1 + ----Dos capacities------- ---post designations--- 4X4 4X4 i i 4 6 2-2X4 4X4 2-NA 'J.0 ft 2-2X6 j il:• 70 9J i ±�16 4XS 616 GY1j ' 2-[Xa 2-:XD s 43 4; 6., 2-2k5 SX81 �18 OXE L brit l.d DRT FLOOR KAN 1,; =L mr4 - --------------- --- ------------------------ .p 2.4 5y ftq • 2.7 = HiTJO aRACINO REOD 2.4 sfi Rg Caseu on 9 it h 5yhi Erg.pres i. ::1 ;i:: ,, .,;} IC ADD P E T E R DATE: 12/12 GINITAUTAS PROD: IC ADD H A L I S SUBJ: UPPER 1B6 NORTH LINT A . E . C WOOD BEAM ANALYSIS & DESIGN UNIFORM LOAD YORXSHEET COHCEHTRATED LOAD WORKSHEET if SPAN = 6.0 ------------------------------------ +------- --------------------------------------r FT VL HD height PL PD ----- ----------------- ----- ----- type length width Wll rdi 0,0 +--------+ +------- ---=- ------ ----- ----- ------ ------- FLOOR: / Width i = 6.0 0 LL = 35 psi = 210 roof: 7.0 25 15 0.0 +--------+ i DL = 25 psf = 150 floor; 8.0 40 25 GALL: height ; = 16.0 1 DL = 15 psi = 240 rail: 8.0 15 t-+------+-+ other: 3.0 FLOOR: i Width i = 15.0 D LL = 60 psi = 900 +------- ----- ------ ----- ----- ------ ------+ +--------+ 0 OL = 45 psi = 675 --) ;; PL= O.y 0.0 HALL: ; heiyhi ; = 6.0 0_DL = 15 psi = 90 Gist. fraa left ;; PD= red: FLOOR: ride ---) p LL = 100 psi = CONCENTRATED LOAD HOR$SHEET f2 d DL = 25 psf = +------- --------------------------------------+ HALL: high ---5 $ DL = 15 psf = heigbt PL PD - --------------=------ ----- ----------------- ----- ---=- type length Width vil Wdl 0.0 126 = AREA Llred vL= 1110 1155 +------- ----- ------ ----- ----- ------ ------ Live Load Red.?-i YES used WL= 1110 red. roof: 7.0 25 15 1.0 floor: 0.0 40 25 0.00 Wall: 8.0 15 0.0 0.0 ` 0.00 +------- ----- ------ ----- ----- ------ ------+ u.00 --) ;; PL= 6A 0.0 list. fras left ;; PD= red: 0.00 V (<PL %i i<F0 «WL 1.11!, <crL i<rL (<FD <PT «rD 1.155 <(00 ((rD OUT <<W1 2.219 «vT «rT LLLLLL 35 60 LLLLLLLLLLL DOD005 25 45 DDDDDDDDDDD 5.3 9.5 LVL dry floor beat :< L 6.0 t< L 1Da <( L Rl= ;; 6.94 RR= ;; 6.84 0.1 =d1L 4i6 .-0.1 =dcasb ;,486 2-20 UPPER 2-2X8 ---------------------- ------------------------------------------------------------------------------- --sax ----------- SHEAR: 6.8 3.4 -3.4 -6.8 Rips MONEHT: 7.7 10.3 7.7 ik' ------------------------------------sax M ------------------------------------------------------------------------------- cis width ? 33:=Di DEAD SHEAR DRNG ELAST x '5.25 ':< WIDTH actual 72%=V; (TVE) Fball Fvali Fcbrg 100Oksi 9. 0 « DEPTH actual 601=01z +---------- ------------- ------------ ------------ ----------- 2 << TYPE --) LUL 2 LDL 2600 2R.`: 750 i.8 iall bat; F (< load dur<Roof>(Floor) I.00 ----------- ------------- ------------ ------------ ------------- S « uses<Sinjle)<Repe U 1A0 1 i:L-F24 5 DCVL 5 DF1 a 13 HF1 n 17 D (<: WE, use «„ti<Dr1 1,00 2 L'�L ,s RLAH2 10 DF2 n 14 HF2 n i 4,0 « LL defl criteria 3 RS1650 7 1i DF1 W 15 HF1 W 19 ------------------------------------------------------ 4 HL b 12 DF2 r 16 HF2 w 23 - �L _> -. 1 Y La ,T- il A 1 r---------- ------------- ------------ ------------ ------------- CHECK Fb,t1;t55 FiDM SHEAF DtF_ 'vEtC 1.30 In°,3 1n11 in\4 D=1.i?oJ.51a.25\7, D=9.5\11.Si\1'4116°:1 --- x ---------------------------------------- ----------- ------------------------------------------------------ AU-NAL 1554 206 0.35 O.A F'RG'i 79 50 375 ALLON 26,50 285 0.i5 0.30 RE6'D 47 36 defl ------------------------------------------------------ L:AM VEIIEER Luy,DER t----------------------------------------+ + ------------------ t + ------------------- ----pest capacities------- ---post desigoatiar,s---- 4 6 2-2X4 04 4X6 4.0 ft 4X6 10 30 43 2-zXS 4Xb 6x6 6IS 2-2X8 2-2X8 ; 43 43 65 2-2X8 6X8 bx8 8X8 L bra= i.7 DRY FLOOR DEAR 1.7 =L bra -------------------------- ------------------------ E.0 3.4 Sq fta 1.6 = H/-IAO iRACING REOD r 3,8 se tta based on 9 ft height brq,pres time i�a B Lip ��i i1 IC ADD ti J i --------- ------------------------------------------------------------- P E T E R DATE: 12/14 GINTAUTAS PRGJ: .I C ADD W A L I S SUBJ: UPPER 1B6 Bid @ EXIST BLDG A - E - C W00D% BEAM ANALYSIS & DESIGN 9HIFORfl 'LOAD kOkESHEET COMCEHIRAIE LOAD HOBKSHEET 11 SPA4 = 1_3.0 ------------------------------------- +------- --------------------------------------+ FT %L MD ; hei i PL PD ; ----- ------------- --- ----- ----- type length width All :di 0.0 ; +- ----- ----- ------ - ---- ----- --+ FLOI : ---i p LL = 35 osf = roof: 7.0 25 15 010 ' I LL = 15 psf = : floor: 8.0 40 25 ; HALL: high ---: 0 DL = 15 psf = wall: 8.0 15 --------+ ' other: 0.0 i. FLOOR: 1 width i = 8.0 2 LL = 100 psf = 800 +------- ----- ------ ----- ----- ------ ------+ +--------; 1 DL = 25 psf = 200 --) ,, PL= 0.0 0.0 HALL: high -- 0 uL = 15 pef = dist. fTDA left ;; PL= Tee: r'L00k: wide ---3 0 11 = 40 psf = CDHEENTRATED LOAD t20R1<SHEC. #2 0 DL = 25 psi = ------- --------------------------------------+ MALL: high ---7 a DL = 15 psf = beigbi FL PD ----------------------- ----- ----------------- ----- ----- type lengte width wll wdi 0.0 104 = AREA Wed wL= 300 200 ------- ----- ------ ----- ----- ------ ------- Live Load Red.?-9 YES used wL= 300 red. roof: 7.0 25 15 0.0 fioor: fl.0 40 25 0.00 wall: 0.0 i5 other: 0.0 0.0 0.00 -------- ----- ------ ----- ----- ------ ------+ ,).DO - 1: PL= 0.0 0.0 list. froz left PD= red: 0.00 1i «Pi ((FL :<PD t<wL 0.200 L <.{PT «wD 0.200 00 «wD {{PT 44T 1.021 {:VT <.iwf LLLLLLLLILLL 100 LLLLLLLLLLL SDDDDDDODDOD 25 DDOODOODDOD ===_===( 5.3 14A UUL )===== dry floor bean 1===== « L 13.0 {< L ibS ;; {{ L RL= 6,64 %N= 6.64 0.3 =dTL 4ile -i.I =dEn 2-2:H UFFER 2_2H ------------------------aaa v ---------------------------------------------------------------------------------------- HEAR: 6.e 3.2 -0.0 -..1 -5.6 Xi Pis HOHEHI. 1n.2 21.6 16.2 fk ------------------------------------gal f- ------- ��.._------ -___-------------------_--_--___-._____ .t ndth ? ?.;;=D% RE;;D SHEAR H6 ELAs MIDTH actual 4bzzv% ;T 1'E} fbail Fvali t.brg 1000ksi 14.30 {{ DEPTH actual dO Hf +---------- ------------- ------------ ------------ ------------+ 2 « TYPE --r LYL 2 LVL 2600 '_sa ?50 1.2 Lail bos ---------- ------------- ------------ ------------ ------------' F ;; load dur;Roofi;Flacr? 1.u0 + S oses {Sin le1{kepet i.00 1 ul424 5 DCV' 4 DFI n L3 HF1 n 1; ! D wet use C et)•Dry: 1.00 2 LrL 6 LAA2 lv rF2 n L4 HFi n iE ; 4C:0 { LL defl Enteric dS1S50 1 11 5F1 w ------------------------------------------------------ : 4 rSL 1 12 %F2 w 16 rF2•w 20 l REL9 Fb Fv LL TL C = S A ------- ----------- STR S5 Ai;M SHEAK DER DEFL 0.36 in\7 into D=1.:51,3.5t5.25i1. D= .5111.$$1ii'Ie1l, AC uAL 1530-- 135 0.24 `}.JD - PH Y 1,69 - ?5�120! ALLOW" 2556 265 0.33 0265 RH'D 1:.1 35 defi t: OAL•} O0< ;Ox< %Oa:. :0�,. u; rr A� e_I EER tiD£EE ---------------------------------------+ + ,------------ ----------+ ; ---- apa i;.;e ------- ---"u5�• wflailons----iesz i%,M 04 4kt• !.3 ft 66 '• ; c 'ja 3 43 2-2A"6 W axn 1M L-2A17 J L-LR4 1 _ �43 �3 b5 L-2l.:� 6A8 W YXY : 1 7 nR -',air. I;rn- i.1 vii7 +Li:il'e{ B HF ♦! -_ df$ ______________________ i.il 23 sq fig [.! - HiT'HO ERAL'171H FiEOU 3.J sf, fig Da=_Ed oa . i-. ncI H brg.pres r"j•j:._ „�::::'1l tJ_ RRFEE FZ :1 'Sea E�F-1 C-_ ;-=X 1E- 3 1?.L_nC, 1 L AJSiF 1' I 1 r • ,y --------- -------------------------\---------.------------------ P E T E R DATE: 12/14 GINTAUTAS PROJ:• 1 C ADD N A L I S SUBS: UPPER 1B7 WEST CANOPY BM A . E . C WOOD BEATS ANALYSIS & DESIGN --------- ----------------------- - UNIFORN LOAD IiORKSHEET CONEEHIRATED LOAD NORdnHEET Al SPAN = 13.0 --- +------- --------------------------------------+ ---------------- ;eight PL PD ; ----- type le➢gth vidch w!1 ' vdi 0.0 ; +--------t ------- ----- ------ ----- ----- ------ ------t FLOOR: i width I = &.0 0 LL = 35 psf = 140 ; roof: 1,0 2z. 15 0.0 ; +--------+ Ii DL = 25 psf = iA ; floor: b.0 40 25 DALI: high ---> 6 DL = 15 psf = ; wall: 3.0 iS ; other: rl FLOOR: ride ---} P LL = 40 psf = +------- ----- ------ ----- ----- ------ ------+ I DL = 25 psf = --) fL= 0.0 0.0 PAL L: high ---> i DL = 15 psf = dist. from left PD= red: 11 FLOOR: . wide ---i >i LL = 40 psf = CONCENTRATED LOAD IORKSHEET 112 -A OL = 25 psf = +------- -------------------------------------- VALL: high ---> 4 DL = 15 psf = height FL PD ---------------------- --- ----------------- ----- ---- type iegath width rl! rd1 0.0 ; 12 = AREA LLred wL= 140 100 +------- ----- ------ ----- ----- ------ ------ Live Load Red.?-> YES used rL= 140 red. ; roof: 7.0 25 i5 0.0 floor: 1.0 40 25 ; 0.00 *all: 5.0 15 other: 0.0 -s.0 0.40 +------- ----- ------ ----- ----- ------ ------+ OJO --> ;; PL= 0.0 0.0 dirt. frog ieft ; PD= red: 13.00 \i <,PL «P_ '(vL LAD <<vL ,':rL t<PD c<PT <<rD 0.100 «aD C<rB E<PT �<wT 0.252 (<rT <,VT LLLLLL 35 LLLLLLLLLLLLLLLLL DUDDD 25 DDGODDDDDDDDBDi.00 .5 11.9 Lit dr)r roof: bear. 1===== « + I8.0 « L liil ;; « L RL= :' 2.27 RR= 2.27 2-RN 0,1 =dTL <__ -2x0 i; -0.3 =dialb ;12-2X6 2-2k8 UPPER 2-2 ------------------------gas V ------------------------------------------------------------------------------------------- SHERk: 2.3 1.1 -1.1 -L' kips AOAENT: 7.6 10.2 /.6 fx Mal pf -------------------------�_.----------------------- ---- ------------------------------------ ----------------------- ck width ? 93x=D`c oEND SHEAR 06 ELAST r 3.50 « 1IDTH actual 251=',ix (TYPE", Fbil! wall Fchrg 1000si 11.90 :; DEPTH actual 5in42 +---------- ------------- ------------ ------------ ----------- 2 <:< TYPE --} LVL 2 LYL 2606 185 150 13 iall his) R e !.-ad d➢r"Rooflt l➢➢ri 1.15 +---------- ------------- ------------ ------------ -------------- S USE; (SinGle)"Q pet) 1.011 ' 1 6L-F24 a fC9L ? ir1 ^ 13 HF1 ➢ !1 p AA _ .I r�' 1^ n-R is 1. D \ vet use �Wet��Dr�i vv i RVL 5 R � L OF2 l :4 HF2 ➢ , fio < LL defl frltma a 8 l65V 1 Of! w 1: HF1 r 19 ------------------------------------------------------ 4 PS s is 1.F2 w 1.6 AF= w 2v i, 1 . b iV LL 1L Li= A i t---------- ------------- ------------ ------------ ------------+ STtif>S AOA ShEA,, DEFL iEFL 1.ED in13 in'°,2 in'.; N=l.1i.3.5', .25i1, D=9:5iil.8n�14`;16'16 ------------------------------------------------------ ------------------------------------------------------ AC7UAL 1462 62 0.31 61 r '3 ;'3 ='2 49_ AU69 2990 328 0.45 0.90 RES'D 41 R: d fi ------------------------------------------------------ LA-A VENEER tt�REE' <----------------------------------------t .. t t------------------------------------t a ----n➢_•t apacit:e;------- ---oost oes:gnati➢ns---- 2-2y4 ;-2X4 4 0 2-2X4 04 1r.0 ft 2-2t6 6 1P - 41 2-2X6 06 6%6 66 i-N8 2-2 8 6 43 43 65 2-2z8 6:i6 6sH BX8 L br;= 0.5 DR1 ROOF BEAN -3.c ='_ brg -------------------------- ------------------------ 2.0 1.i so ft� 3.4 = H/T,BRACE L SUPPORTSO OHLY 1.; so fto baszd an 9 It height brg.pres CIF='F-IER -1L 1 C ADD i9 i t. --------- ----------------N-------------.-.--------------------------- P E T E R DATE: 12/14 GINTAUTAS PROD: I C ADDITION. N A L I S SUBS: DOOR LINTEL A . E . C STEEL; BEAM ANALYSIS & DESIGN --------- -------------------------------------------------------------- 'AfFORM11641 RORKSHEET CONCENTRATED LOAD dORKSHEET Al SPAR = 6 ----------------------------- +------- ------------------------------------- i1====- FT 41L ND height PL PD ----- ----------------- ----- ----- ; type length gidth all ndl 0.0 FLOOR: ---i @ LL = 25 psi = roof: 16.0 25 15 0.0 @ DL = 15 psi = ; floor: 6.0 40 25 NALL: high ---i @ DL = 15 psi = ; gall: 6.0 15 ; +--------t other: 0.0 ; FLOOR: i ridth 1 = 's @ LL = 10 psi = 30 +-------.----- ------ ----- ----- ------ ------+ +-------+ @ DL = 30 psi = 40 ---> ;; PL= 0.0 0.0 @ALL: high --=> @ DL = 15 psf = dist. from left ;; PD= red: it FLOOR: wide ---> @ LL = 40 psi = CONCENTRATED LOAD YORKSHEET 02 @ DL = 40 psf= +------- -------------------------------------+ HALL: high ---> @ DL = 15 psi = ; height PL PD ; ----- ---------------- ---- ----- type leggii nidti m11 xdl 0.0 ; 18 = AREA LLred #L= 30 90 ------------------- ---- ----- ------ ------- Live Load Red.?-> YES used wL= 30 red. roof: 16.0 25 15 0.0 floor: 8.0 40 25 0.00 ; mall: U i5 other: 0.000 0.0 ; 0.00 +------- ----- ------ ----- ----- ------ ------+ 0.00 ---> ;; PL= 0.0 0.0 dirt. from left '; PD= red: 0.0� 1t (,'PL UL %41 t{rL 6.030 «wL <PT (W 0.090 (45 {CuT 0.120 «vT CEnT' ULLLILLLLLLLLLLLLLLLLLLLLLLL DDDDDDDDDDDDODDDDD➢D➢D➢DDD➢➢DO << L b <; L << L nL= :; 0.36 RR= ;; 0.56 „ „ K equiv = 0., defl faCtgr = L; 490 defl allow = 0.15 in. ------------------------oiI q ------------------------------------- SHEAR': 0.4 O.% -0.2 -0.4 kips MOMENT: 0.4 0.5 0.4 fk ------------------------------------mat M ------------------------------------------------------------------------------ Fy Fv Fi,SF Fh other 36 14.4 23.76 21.6 --------------------=--------- ---------------------------- --.'eguire� TYPE DEEP Vreq Mreg AREA --ll----SI-- --try-- 4 0.360 0.54 1 4.272 0,360 0.54 -------------7------------------Provided---------------------------- TYPE DEEP Vorov Mprov AREA -=il----SI-- IT SHE DEFLECT STRENGTH L 4.0 14 1.8 2.3 1.0 t M 1.25 :==OK 360X 3672 L 4.0 14 1.8 3.0 1.0 L 4A I.25 C==OK 3864 367% 1 �� I I 4 P E T E R 'HATE: 12/14 GINTAUTAS PRCJ,-_,.I::.0 ADDITION N A L I S SUBJ,, L`0NG�.W1NDO0f: LINTEL A . E C STEEL-BEAW,:ANALYSI& & DESIGN --------- - -------------------------------------------------- ONIFORN.'tOAD @ORKSHEET COACENlkil '.LOAD NORKSHEET N1 SPAN = 12 ._��_=-----=-- ------------------ +-------------------------------------------- 11-= FT 1L dD height PL PO ----- ----------------- --- ----- ; type leeoth width rll vdl 0.0 ; ------ ---- ------ ---- ----- ------ ------+ FLOOR, ---. d LL = 25 psi = roof: 16.0 25 15 0.0 i DL = 15 psi = floor: 6.6 40 i5 ; PALL high ---> I at.= 15 psi = wall: L0 15 ; +--------+ other: 0.0 ; FLOOR: i width i = 3 0 LL = 10 psi = 30 -------- ----- ----- ---- ----- ------ ------+ +--------+ 0 DL= 30 psi = 90 ---> ;; PL= 0.0 0.0 HALL: high ---> @ OL = 15 psi = dist. frog left ;; PD= red: 11 FLOOR: rise ---? E LL = 40 psi = CONCENTRATED_LOAD YORKSHEET 12 @ DL,= 40 psi = +------- --------------------------------------- NALL: high,-) 4 OL = 15 psi = ; height PL PD ; ----- ----------------- ----- ---- type length width vil vdl 0.0 36 = AREA LLred wL= 36 90 +------- ---- ------ ----- ----- ------ ------+ Live Load Red.?-> YES used %L= 30 red. ; roof: 16.0 25 i4o 0.0 ; floor: 8.0 40 25 4.44 wall: 8.0 i other: 0.000 0.0 ; 0.00 +------- ----- ----------- ----- ------ ------+ 0.00 ---> ;; PL= 0.0 0.0 dist. fros left ;; PD= red: 0.00 1/ WL ((PL Wo <<tll 0.030 «wL «rL «PD t<ri O.i"c0 <<41 <<wT LULLULLLULLULLULLULLULL ODDDDDUDDUDDCDDDDDDDDDDDDDDD6D --------------------------------- \� L L L kL= ;; 0.72 RR= °' 0.72 N equiv = 1.L eefl factor = lr 430 dell allow = 0.30 in. - ------------------ -�az -------------------------------------- SHEAR: 0.7 0.4 -0.4 -0.7 kips NOHENT: :.6 2.2 1.6 fk ------------------------------------oar Yi ------------------------------------------------------------------------------- Fy Fv FOF Fb,other . 36 14.4 23.76 21.6 --------------------------------Required---------------------------- TYPE DEEP Ure . Are AREA --I:----5z-- --try-- L 6 0.72� 2.1� 6 1.090 0:720 2.16 --=-----------=-----------------P --------------------- Provided------- TYPE JEEP Bprov Nprov AREA --Iz----3r-- NT SIZE DEFLECT STRE96TH L 1.0 22 4.0 0.9 2.2 L 6:3.51.25 <==CK 1434 2425 L 6.0 22 4.2 -L31, 2.3 L 614 1.25 <==OK 149% 211% 1 I I' �� Ar ypt7 s L�6 � I tIA7 .4��- 1 =7r,, 'Too �8 t� I,vs AINMN(b 1 4,qtc =V40 G Yj I �I --------- ------ ---------`---------------------------------------- P E T E R DATE: 12112 GINTAUTAS PROJ: IC SCHOOL ADD N A L I S SUSJ: SOUTH ENTR, MALL A ' E . C CrANTWALL1 - CANTELEVERED CONCRETE WALL. DESIGN 1 = ft surcharge An: 1GEDHEIRI DESIGN rARAKTERS 1! \i ------------------------- ------------------------------- -------------------------- -------------------------------- 11 ft HALL HEIGHT >» 35 pcf Ee FLUID PRESS ;! ! :% 12 in 'FALL THICK }}} 120 scf 50IL VE16HT ;; i 5 bar i ! is 1 it SOPCH14GE »> 0.351 COEFF FRICTION ; ;; e 4 ' VIF ; ? l i0 in FOOTII6 THICK }?) 3 ksf A-'--LON SOIL PRESSURE ;; ! 12 in EARTit ABOVE TeE}>} 300 gcf PASSIVE PRESSURE p TOE ?> 24 in WALL to TOE i>} 40 ri 11 = height; fnd ;; i 1.32 = P surch. 1 = 36 in Fib It 7.2 >)> 2.5 f"c to fa ; wall:: earth ! --+ klf ?} 5 bar site in ft STABILITY ANALTSI5 ;; 2.1 = P efp! ---------------------------------------------------------- Pdl resi=--.tioo Ha resisting Ha overturning 12 24 ; 12 ; 50 0.50 kif/ ; +---toe-+ ;+----------heel-+ i l Pd'_ mail 1.53 3.9 fkift 0.0 superinp. +-} ------------;--------------- ! ; Fdl found 0.90 2.2 fkift 7.3 surcaarrae / 10 ------------+ ftg. i PC earth 5.58 28.4 fkift T.8 earth +----+ +Ha------====kern====----------+--------------+----+ �dl toe 0.24 0.24 fk/ft -0.31 passive 0.55 1.2 1.2 = e kern ft. h = 0.-H 0.12 ------------------ ------------ ------------- ---} .4 {--t---} kif kif TOTAL = 's.14 klft 34.7 fkJt 14.7 f ift H a = B.2 kips 8 F.4 ft efp surch 54FET1 FACTORS V 1.2 no tension DVERTURNING....... M6 ; 2 = approx. ®an. i P/A 1.150 1.15+:� SLIDING........... ONS ( 1.5 = apgrox. min. ) Hc/I 1.120 -1.124 ------ --------- CAPACITY OF NALL AT .75 BALANCED CONDITION 2.270 ksf 0.030 ,sf ULTINATE ----------------------------------------------------------- ----------------------------------------------------------- pp"=0.D13 As tin. = 0,29 sq.ln. S Ias 38 Tu= 133 ft-loft As rq'd. = 0.90 sq.:A. 5 max 18 ,l V \1 11 i !i ad= 5.22 in au actual:= 1.77 in Pd= .'Y fk-kift 'rfu actual = 23.3 ft-k/ft STEEL aELECTIDti FOR HAIN VERTICAL REiNF. AT BOTTOS OF BALL ---------------- -------------------------------------------------------- As= +:.90 sq.ir:./ft. spaced at 18 in. malilas MM ltai 3A,, SPficCIHG 4 - a I� �� Sep 02 03 12: 16p Nalis=aec 206-527-7073 p. 1 1�1TAUT ` �0 G I N T A U T A S v cn N AL I S i A k C (JQy/� � }4v;iy`• d 'ISTEliE9 �r�lYAL� � 4552 51 AVENUE NE SEATTLE WA 98105 [EXPIRES TEL: (206)527-7073 M E M O R A N D U M T R A N S M I T T A L L E T T E R TO: DATE: ----- - ph: - — - - f ax : �� ATTN: REF:` - �iT _ SUBJ: Vv_ /Ed EIPM PfiV(3 ON MEMO: BY: �f TRANS :- �G I L)/V'�' 03? 72_ A lA790Vi ACTION: FOR YOUR INFO. XPER YOUR REQUEST _-_FOR APPPROVAL _ - FOR COMMENT REPLY REQUESTED _TFOR YOUR ACTION Sep 02 03 12: 16p Nalis=aec 206-527-7073 p. 2 --------------------- -- -- - . _. ---- ------------ F' E T E F; DAiE: 0$/16 ------- GINTAUTAS PROJ: PROJECT 1�iAVt2('j7ewJ N A L I S SURD: LEVEL BM DESCRIF`TZON VMC 4 i ,-Mr �V � A _ E - C WOOD REAM ANALYSIS & DESIGN ---------------------- tiNIFORM LGAG aORKSH[ET CONCENTRATED LOAD NORSHEET H11 arFN ' --------•------------------ ''�______ eL N[' height FL PD ----- - -- �- ---""- -- type length width all wdl 0.0 FLOOR: i width = r LL = 25 psf = 50 -------- --- - ------ ----- ----- ------ ------+ 15 Psf = 3i) floor: 0.0 40 j5 0.0 NALL: height 1 = 14.J d DL = I psi = 10 +-+------,-+ wall: 9,0 • FLUOR: width other: 0.0 1� = 2.0 E LL = 100 psf = 200 +------` +--------+ @ 0L = 2` psf = 50 WALL: high -- 0 GL = 15 psf = --} 7-0 ;� PL= 5.0 5,0 list, fro' left ;; F'D= red: FLOOR: aide ---? y LL = 40 psf = V CONCENTRATED LOAD NORY,SHEET H2 O DL 25 65f +------- ---------------------------------- -+NALL: hioh - -> 0 DL - 15 pst height ----------------------- P �"' type leogth width all wdl 0.0 92 = AREA LLred aL= 250 290 t-___--_ ---- --- ----- ----- ------ ------ Live Load Red.? YES used wl= i511 red. ; roof: 1,0 25 15 0.0 t 4.UG :iFti; floor: 8.0 40 25 wall: 8.0 15 Other, 0.0 0,0 :- t------- ---- ---- ----- ------ - -- - -J --;lii 0.0G PL= 0.0 G.0 dirt. fro' left ;; FD= red; 0.00 ; CtPL �XPL ('.KL 0.250 C:aL iiwl CCPD C'PT :CAD 0.290 (fqG C;aU PT l',UT 9.56i S'igT tEaT LLLLLL i5 100 LLLLLLLLLLL DDDDD6 IS 25 DDODDDDDDDD !8:0 LVL dry floor bean C; L „ L 2,.t f\ L BM RL= ;;10.00 RR= ;; 0.04 t� O.0 =dTL ;_= „ 6X8 LEVEL 0.4 =dcaeb „aX6 6XB ------- _--- -----six. V -._.---------------'------------------ SHEAR: ------------- 10.0 �.? -1.5 -d.8 -8.0 kips RONEHT: 48.1 °,5,0 36.9 fk --------------------------- c, width ? 68 =D BEND SHEAR BRHG [LAST a Li.5 : NIDTH actual 53 =V TYPE; Fball Fball Fcbrq 1000ksi It.00 DEPTH actual 98%=M.: +` - --- - ------------- ----------- tii. TYPE - , LVL ---------- ---------- -+ F lead dur1oofi(Floor? 1.00 }_- -LVL--- 2600 285 1,0 1.8 (all bos ---------- ------------ ------------ S ;i uses ;Single;{kepet 1.00 ; 1 OL-f24 5 BCVL 9 DFl n 13 HF1 n t7 - }D C wet use iHet;>;Dryi 1.013 LVL 6 RLAMIL 10 DF2 n 14 HF2 o 18 400 LL defl criteria 3 IS1650 i 11 DFI w 15 NF1 w 19 '---------------------------------------- --------- ; 4 PSL 0 li ELF" a 16 HF2 w 10 CHECK Fh Fw LL TL Cf= : A 1 +---------- ------ ------ ------------ ----- - _ STRESS ROM SHEAR DEFL DEFL 0.16 lnl3 ia1: io14 N=Li51�.5\: D=9.5';l1.B8114\16118 _ + ACT04I 2435 159 0.34 0.70 =paoV255i- ALLOY 2485 285 0.58 1.15 REO'0 ?ba 53 defl EVAL;? W >01! oK-, iOKc ------------------------------------------------------ LAN VENEER LUMBER *----------------------------------------+ - 2 WaclC-- 18 I} e ----Post Capacities___---- ---post designations---- 4X6 23.0 ft 4Kb ; ' ° `X4 4X4 i cX6 6 10 30 43 2-2X6 4X6 6ze 6z8 L brq= 2.5 W ' , 8 43 43 65 2-2X8 6X8 618 8X8 DRY FLOOR BEAM 2.0 =L brq ----------------------- 2.0 5.0'sQ ftQ 3.4 = H;T,BRACE 0 SUPPORTS ONLY 4.0 sq ftq based on 4 ft height - -- ------ - - - - - brq.pres [, ,1 (:::!„�:l LEVEL r--cD•D DESCRIPTION PROJECT Sep 02 03 12: 16p Nalis=aec 206-527-7073 p. 3 <5 6T «I ,W. WAD LIN`fT--L �vu I �► C.� ITT �..�l.� , va RH�Cie— -nos V(�i 2 C ' P 4�+ ;-cam Sr; ') ter-, I ; El VM L ' Vlo&[::?--. • i I j I � � 12 -a " C� c. �x1� 5 i ; -V M �--- Sep 02 03 12: 16p Nalis=aec 20G-527-7073 p. 4 h&r '�OrH ��M 2�7f11 v%4NIO 4 M I4 LvTf u' 9+Ff N sa .. . 4 G P 4 �( Prb7 GO c� N S1k K►I kv+, �+N ," �f b• y" + a°IJ I ooa (y rib b �,k �' S'/a��1 ' S�knit�/gly�, I a � v ' •� 2 l- '1 r. pit W �i=r' uc uo lc: lip Nalis=aec 206-527-7073 p, 5 `1 Ky. j�cdlat4c. ' T NO-r, V l�M n4rs�ari�'�+ � v wru;Co�. Nc� �2 v � _ id . 1 x 9D ,. 1 +c............ a �tl' d / tit'TJfl�ao c9�•'t .......-r > ar.11'11 u+ I'LoL TJ 1�F. 1 t 1 M191IA11 UMI7SOP y�o .S �i1�t1 n ! �. �Us(,p�rY101't•- l,�.MPo(L �N'S 1 N � �I i K-rifL � i P � �r1 N OM H51a+ -r1. P1 � x Sgg SNB�yawhl.L -� '�• as • f�1'k•G I, N 1 I N` Nor t FNI To W. over,,, � > •±rGM of w�+ MAW -� �sRFI�R-N�htL 411+T• d� b NIO,i,,,l � � �•• �� Lmrf�cld'TH I -„��'l� I s e,wf LA C I oN 1TrTb .5,WNT I RI- IG . SIN? Gam' rJoINIS I f I I bn' nz �vJ � .I 1 S� y3 SM. s F-oONPAT{oN PAN �1 ADDITIONS & RENOVATIONS ! IMMACULATE CONCEPTION PARISH �l 1200 E 5TH STREET ARLINGTON, WA 98223 1 FOR THE ARCHDIOCESE OF SEATTLE PROJECT MANUAL I 1 ARCHITECT RMC Architects Ross, McClure, Cornwell Architects, PLLC 1223 Commercial Street Bellingham, WA 98225 P.360.676.7733 ` F.360.738.0448 rmc@rmcarchitects.com December 2002 i ADDITIONS &RENOVATIONS SECTION 00010 IMMACULATE CONCEPTION PARISH TABLE OF CONTENTS ARLINGTON, WA SECTION 00010 TABLE OF CONTENTS CONTRACTING REQUIREMENTS Section 00010 Table of Contents 00320 Geotechnical Data 00520 Agreement Form (AIA Document A101) 00700 General Conditions (AIA Document A201) DIVISION 1 - GENERAL REQUIREMENTS Section 01110 Summary of Work 01230 Alternates 01250 Contract Modification Procedures 01290 Payment Procedures 01311 Project Coordination 01312 Project Meetings 01330 Submittal Procedures 01410 Regulatory Requirements 01422 Definitions 01500 Temporary Facilities and Controls 01600 Product Requirements 01720 Preparation 01730 Selective Demolition 01770 Closeout Procedures DIVISION 2 - SITE CONSTRUCTION Section 02200 Site Preparation 02300 Earthwork 02510 Water Distribution 02530 Sanitary Sewerage 02600 Drainage and Containment 02700 Bases, Ballasts, Pavements, and Appurtenances 02832 Interlocking Block Retaining Walls 02900 Planting DIVISION 3 - CONCRETE Section 03100 Concrete Formwork 03200 Concrete Reinforcement 03300 Cast-In-Place Concrete DIVISION 4 - MASONRY Section 04211 Brick 00010 - 1 SECTION 00010 ADDITIONS& RENOVATIONS TABLE OF CONTENTS IMMACULATE CONCEPTION PARISH ARLINGTON, WA DIVISION 5 - METALS Section 05120 Structural Steel 05400 Cold-Formed metal Framing 05500 Metal Fabrications 05800 Expansion Control DIVISION 6 -WOOD AND PLASTICS Section 06100 Rough Carpentry 06174 Wood I Joists 06180 Glued-Laminated Construction 06200 Finish Carpentry 06410 Custom Cabinets DIVISION 7 -THERMAL AND MOISTURE PROTECTION Section 07110 Dampproofing 07130 Sheet Waterproofing 07210 Building Insulation 07260 Vapor Retarders 07270 Air Barriers 07540 Thermoplastic Membrane Roofing 07600 Flashing and Sheet Metal 07840 Firestopping 07920 Joint Sealants DIVISION 8 - DOORS AND WINDOWS Section 08110 Metal Doors and Frames 08210 Wood Doors 08310 Access Doors and Panels 08400 Entrances and Storefronts 08520 Aluminum Windows 08700 Hardware 08800 Glazing DIVISION 9 - FINISHES Section 09110 Non-Load Bearing Wall Framing 09200 Lath and Plaster 09250 Gypsum Board 09300 Tile 09510 Acoustical Ceilings 09650 Resilient Flooring 09680 Carpet 09900 Paints and Coatings 00010 - 2 ADDITIONS &1RENOVATIONS SECTION 00010 IMMACULATE CONCEPTION PARISH TABLE OF CONTENTS ARLINGTON, WA DIVISION 10 - SPECIALTIES Section 10160 Metal Toilet Compartments 10260 Wall and Corner Guards 10400 Identification Devices 10520 Fire Protection Specialties 10810 Toilet Accessories I DIVISION 11 - NOT USED f DIVISION 12 - FURNISHINGS Section 12480 Rugs and Mats 12490 Window Treatments DIVISION 13 - SPECIAL CONSTRUCTION Section 13900 Fire Suppression 1 DIVISION 14 - CONVEYING SYSTEMS i Section 14240 Hydraulic Elevators DIVISION 15 - MECHANICAL I Section 15010 Basic Mechanical Requirements 15050 Basic Mechanical Materials and Methods 1 15080 Mechanical Insulation 15400 Plumbing Fixtures and Equipment 15700 Heating, Ventilating, and Air Conditioning Equipment DIVISION 16 - ELECTRICAL Section 16010 Basic Electrical Requirements 16050 Basic Electrical Materials and Methods 16500 Lighting IAPPENDIX Geotechnical Data Hardware Schedule END OF SECTION _1 . 1 00010 - 3 ADDITIONS & RENOVATIONS SECTION 00320 IMMACULATE CONCEPTION PARISH GEOTECHNICAL DATA ARLINGTON, WA SECTION 00320 GEOTECHNICAL DATA The following Documents are included for the Contractor's reference: A. Geotechnical Investigation by: Geo-Engineers, Inc. 2924 Colby Avenue Everett, WA 98201 Dated: October 22, 2001 1. Results of investigations made upon the site and other studies of the site are contained in reports by Geo-Engineers, Inc. entitled: "Report: Geotechnical Engineering Services for Proposed Addition @ Immaculate Conception Parish." The investigation results and recommendations are not part of the Contract Documents and are made available to the Contractor for information only. 2. During construction, if the Contractor encounters soil or subsurface conditions which differ materially from those shown or described in the referenced report, the Contractor shall promptly notify the Architect, in writing, of such conditions. If the Architect determines that conditions materially different from those which reasonably should have been anticipated on the basis of a careful consideration of the report and examination of the site will cause an increase or decrease in cost or time of performance the Contract terms will be modified by Change Order. END OF SECTION 00320 - 1 ADDITIONS & RENOVATIONS SECTION 00520 IMMACULATE CONCEPTION PARISH AGREEMENT FORM ARLINGTON, WA SECTION 00520 AGREEMENT FORM PART 1 - GENERAL A. The "Standard Form of Agreement Between Owner and Contractor", AIA Document A101, 1997 Edition, is a part of these Contract Documents and is incorporated as fully as if bound herein. B The Agreement Form may be obtained from the Architect's office, or from the American Institute of Architects, 1735 New York Avenue N.W., Washington D.C. 20006; Seattle Chapter, American Institute of Architects, 1911 First Avenue, Seattle, WA 98101; and Northwest Washington Chapter, American Institute of Architects as follows: 1. Mail Orders to: John Cheney AIA 1504 Broad Street Mount Vernon, WA 98274 2. Fax Orders to (360) 416-0955 3. E-Mail Orders to cheney@ncia.com 4. Telephone Orders to (360) 424-5354 5. Walk-in Purchases during business hours at the office of: Harold A. Page AIA 416 Snoqualmie Street Mount Vernon, WA 98273 C. Original documents will be provided for Contracting. END OF SECTION 00520 - 1 r ADDITIONS& RENOVATIONS SECTION 00700 _ IMMACULATE CONCEPTION PARISH GENERAL CONDITIONS { ARLINGTON, WA SECTION 00700 GENERAL CONDITIONS PART 1 - GENERAL A i A. The "General Conditions of the Contract for Construction", AIA Document A201, 1997 Edition, is a part of these Contract Documents and is incorporated as fully as if bound herein. B. The General Conditions may be obtained from the Architect's office, or from the American Institute of Architects, 1735 New York Avenue N.W., Washington D.C. 20006; Seattle Chapter, American Institute of Architects, 1911 First Avenue, Seattle, WA 98101; and Northwest Washington Chapter, American Institute of Architects as follows: 1. Mail Orders to: John Cheney AIA 1504 Broad Street Mount Vernon, WA 98274 2. Fax Orders to (360) 416-0955 3. E-Mail Orders to cheney@ncia.com 4. Telephone Orders to (360) 424-5354 5. Walk-in Purchases during business hours at the office of: Harold A. Page AIA 416 Snoqualmie Street Mount Vernon, WA 98273 C. Original documents will be provided for Contracting. END OF SECTION I . 1 I 00700 - 1 ADDITIONS & RENOVATIONS DIVISION 1 IMMACULATE CONCEPTION PARISH GENERAL REQUIREMENTS ARLINGTON, WA DIVISION 1 GENERAL REQUIREMENTS SECTION 01110 - SUMMARY OF WORK A. General Conditions, Supplementary Conditions, and Division 1 - General Require- ments govern the Work of all Sections of the Specifications. B. Work of this Contract comprises construction of a two story 11,200 square foot wood framed addition to an existing Type V-One-Hour wood frame church building, and related site improvements as shown. The Project is located at 1200 E 5th Street, Arlington, Washington. C. Persons performing Work shall examine surfaces to receive their Work and shall report in writing to Contractor, with copy to Architect, conditions detrimental to Work. Failure to examine and report makes the person responsible, at no increase in Contract Sum, for corrections Architect may require. Commencement of Work constitutes acceptance of surface. D Work Sequence: 1. During construction of the new facility the Owner will be conducting Parish business and services in the existing building on site. Schedule Work and construction operations so as to provide minimal interruptions or disruption to the Owner's ongoing activities. SECTION 01230 -ALTERNATES A. This Section identifies each Alternate by number and describes basic changes to be incorporated into the Work only when that Alternate is made a part of the Work by specific provisions in the Agreement. B. Base Bid and Alternates shall include cost of supporting elements required so that no matter what combination of Base Bid and Alternates are selected, that portion shall be a complete entity in itself. C. Coordinate pertinent related Work and modify surrounding Work as required to properly integrate the Work under each Alternate, and to provide the complete construction required by the Contract Documents. D. Description of Alternates: 1. ALTERNATE No. 1: SUBSTITUTE Euroline, Tilt/Turn, nail-on flanged steel reinforced vinyl windows, FOR (BASE BID) aluminum windows specified in Section 08520. Division 1 - 1 DIVISION 1 ADDITIONS & RENOVATIONS GENERAL REQUIREMENTS IMMACULATE CONCEPTION PARISH ARLINGTON, WA SECTION 01250 - CONTRACT MODIFICATION PROCEDURES A. Change Order: See General Conditions (AIA A201). B. Architect's Supplemental Instructions: Work order, instructions, or interpretations, signed by Architect making minor changes in the work not involving a change in Contract Sum or Contract Time. C. Construction Change Authorization, Modification Proposal written order to the Contractor, signed by Owner, Architect and Contractor amending Contract Documents as described. This order authorizes Contractor to proceed with a change altering Contract Sum or Contract Time, and is to be included in a subsequent Change Order. SECTION 01290 - PAYMENT PROCEDURES A. Schedule of Values: Submit on AIA Document G703. B. Applications for Payment: Submit on AIA Document G702. SECTION 01311 - PROJECT COORDINATION A. General: 1. Coordinate with Work of other Sections to ensure that all fixtures, devices, switches, outlets, ducts, pipes, and similar items can be installed as shown without modifications to framing. Provide all blockouts, raceways and similar framing as required. 2. Coordinate the Work; do not delegate responsibility for coordination to any subcontractor. 3. Anticipate interrelationship of all subcontractors and their relationship with the total Work. 4. Resolve differences or disputes between subcontractors and materials suppliers concerning coordination, interference, or extent of Work between Sections. Contractor's decisions, if consistent with Contract Document requirements, shall be final. 5. Verify all dimensions on site. All dimensions are to face or centerline of framing members and concrete unless otherwise shown or noted. SECTION 01312 - PROJECT MEETINGS A. Prior to commencement of Work, a preconstruction conference will be held to discuss procedures to be followed. B. Location: A site as convenient as possible for all parties, designated by the Architect. Division 1 - 2 ADDITIONS & RENOVATIONS DIVISION 1 IMMACULATE CONCEPTION PARISH GENERAL REQUIREMENTS ARLINGTON, WA C. Attending shall be: 1. Archdiocese Representative 2. Owner's Representative. 3. Architect. 4. Contractor. 5. Contractor's Representative. 6. Major Subcontractors. 7. Others as appropriate. D. Progress Meetings: 1. Prepare agenda, schedule, and hold bi-weekly meetings or as required by progress of the Work. General Contractor to record agreed action and resolutions in minutes of meeting and distribute to attending parties within 3 working days. 2. Location: A site as convenient as possible for all parties, designated by the architect. 3. Attending shall be: a. Architect. b. Owner's Representative. C. Contractor. d. Contractor's Representative. e. Subcontractors, as appropriate to the agenda. f. Suppliers, as appropriate to the agenda. g. Others, as appropriate to the agenda. SECTION 01330 - SUBMITTAL PROCEDURES A. Make submittals promptly and in such a manner as to cause no delay in the Work. B. Modify drawings, diagrams, and product data to delete information which is not applicable to the Work. Supplement standard information to provide information specifically applicable to the Work. C. Number of Submittals Required: 1. Shop Drawings: Submit six opaque copies (two of which will be used for checking and will not be returned). Resubmit as required until final action by the Architect. If individual Shop Drawings are required to be submitted beyond two submittals for review they will be at an additional charge to the Contractor. 2. Product Data, and Non-Reproducible Submittals: Submit number of copies which the Contractor requires, plus two which will be retained by the Architect. 3. Samples: Submit a minimum of three as referenced in each Section. D. Begin no fabrication or Work which requires submittals until return of Architect's final reviewed submittals. E. Submit Progress Schedule to the Architect no later than 15 calendar days after date of commencement of Work. Coordinate progress schedule with Shop Drawings, Product Data, and Samples submittals. Division 1 - 3 DIVISION 1 ADDITIONS & RENOVATIONS GENERAL REQUIREMENTS IMMACULATE CONCEPTION PARISH ARLINGTON, WA F. Progress Schedule may be a bar graph. The number of activities and structure of the Progress Schedule shall be adequate to explain the various stages of construction and shall be coordinated with applications for payment specified in Section 01025. G. Contractor shall update the Progress Schedule and Submittal Log during construction as required to keep them current and submit copies at each weekly meeting. SECTION 01410 - REGULATORY REQUIREMENTS A. Requirements of regulatory agencies shall mean the latest printed edition of each in effect at the date of submission of Bids unless the document is shown dated. B. Perform the Work in conformance with applicable requirements of all regulatory agencies including, but not limited to, the following: 1. Uniform Building Code (UBC) 1997 Edition. 2. National Electrical Code (NEC). 3. Uniform Mechanical Code (UMC). 4. Uniform Plumbing Code (UPC). 5. Washington State Non-Residential Energy Code. 6. Washington State Regulations for Barrier-Free Design. 7. County and Local Municipal Code Regulations. SECTION 01422 - DEFINITIONS A. Terms used on the Drawings or in the Specifications in addition to those shown in General Conditions shall have the following meanings: TERM MEANING As Directed "By the Architect" As Required "By Code; by good building practice; by the condition prevailing; by Contract Documents; by Owner, or by Architect" As Selected "By Architect" Equal In the opinion of the Architect. The burden of proof of equality is the responsibility of the Contractor. Furnish "Supply and deliver to the Project ready for installation and in operable condition." Install "Incorporate in the Work in final position, complete, anchored, connected, and in operable condition." NIC Not in Contract Project Total construction of which Work performed under the Contract Documents may be the whole or a part. Division 1 - 4 ADDITIONS & RENOVATIONS DIVISION 1 IMMACULATE CONCEPTION PARISH GENERAL REQUIREMENTS ARLINGTON, WA TERM MEANING Provide "Furnish and install complete." When neither "furnish", "install", nor"provide" is stated, "provide" is implied. Shown "As indicated on the Drawings" Specified "As written in the Project Manual" SECTION 01500 - TEMPORARY FACILITIES AND CONTROLS A. Obtain and pay for all special permits and licenses and give all notices required for providing construction facilities and temporary controls. B. Construction facilities and temporary controls shall conform with applicable requirements of the following: 1. Associated General Contractors of America (AGC): Manual of Accident Prevention in Construction. 2. Uniform Building Code (UBC), National Electrical Code (NEC), and Uniform Plumbing Code (UPC): Applicable Chapters and Sections. C. Contractor may take water or electric energy, at Owner's expense, in such quantities and at such times as they are available from Owner's water and electric systems respectively. Provide equipment, connections, transformers, and other materials necessary for extending water and power lines to the Site of the Work. Make installation in locations designated by the Architect. Construct in conformance with safety regulations. D. Provide temporary heat and ventilation required to maintain adequate environmental conditions to facilitate progress of Work E. Provide and maintain portable chemical toilets at locations approved by Owner. F. Provide temporary telephone, answering machine, and Fax machine for use of Contractor, Architect, and Owner. G. Provide protection for existing trees to remain. H. Provide and maintain suitable temporary barriers as required to prevent public entry. I. Provide and maintain temporary structures for field offices and construction sheds. J. Temporary Controls: The Washington State Clean Air Act requires the use of all known, available, and reasonable means of controlling air pollution, including dust. Control dust generated during construction activities by wetting dust sources such as areas of exposed soils, washing truck wheels before they leave the Site, and installing and maintaining gravel construction entrances. Construction vehicle track-out is also a major dust source. Any evidence of track out can trigger violations and fines from the Department of Ecology or the Puget Sound Air Pollution Control Agency. (SEPA Natural Environment/Air Quality Policies). Division 1 - 5 DIVISION 1 ADDITIONS & RENOVATIONS GENERAL REQUIREMENTS IMMACULATE CONCEPTION PARISH ARLINGTON, WA K. Mitigation of Damages: During construction protect all adjacent property and structures from damage due to and including, but not limited to, subsidence, erosion and inundation. Mitigation of damages caused by Contractor's operations shall be the sole responsibility of the Contractor. SECTION 01600 - PRODUCT REQUIREMENTS A. All material and equipment incorporated in the Work shall be new, unless otherwise specified; in condition acceptable to the Architect; suitable for the intended use. B. Provide products complete with all accessories, trim, finish, fasteners and adhesives, and other devices and details required for the intended use and effect. C. Product Options and Substitutions: 1. Whenever a product is specified by using a proprietary name or the name of a particular manufacturer or vendor, the specific item mentioned shall be understood as establishing type, function, dimension, appearance, and quality desired. Other manufacturer's products will be accepted provided sufficient information is submitted to allow the Architect to determine that products proposed are equivalent to those named. 2. If the Contractor desires to use any other brand, make, or manufacturer of equal quality, appearance, and utility to the product specified, substitution shall be requested as provided herein. 3. Requests for substitution by Contractor constitute representation that Contractor: a. Has investigated proposed product and determined that it meets or exceeds, in all respects, specified product. b. Shall provide the same or better warranty for substitution as for specified product. C. Shall be responsible for effect of substitution upon related Work, shall coordinate installation, and be responsible for other changes which may be required for Work to be complete in all respects, in compliance with design intent and in compliance with all applicable codes and regulatory requirements. d. Be responsible for additional costs which may subsequently become apparent. This includes additional costs for required additional Architect's services made necessary by the substitution. e. Shall provide all cost savings to Contract Sum as credits. f. Shall provide specified product, material, or system should substitution be rejected, at no change in Contract Sum. 4. Architect reserves the right to reject proposals due to insufficient information or failure to conform to requirements of Contract Documents. The Architect's decision shall be final. 5. Formal request for all substitutions items must be submitted to Architect within 30 days after award of Contract. After that period only specified item unav- ailability will be considered as legitimate reason for substitution request. Product unavailability shall be verified in writing by manufacturer. Division 1 - 6 ADDITIONS & RENOVATIONS DIVISION 1 IMMACULATE CONCEPTION PARISH GENERAL REQUIREMENTS ARLINGTON, WA SECTION 01720 - PREPARATION A. Inspect the Site and location of the Work and become acquainted with and understand all conditions relating to the Work to be performed under this Contract. B. Locate and stake out new construction and utilities. Be responsible for accuracy and correctness of lines, grades, and for establishing location of buried utility lines. SECTION 01730 - SELECTIVE DEMOLITION A. Contractor shall be solely responsible for safety, adequacy, and satisfactory performance of methods and means employed. B. Carefully remove items marked for salvage or reuse and store as directed. C. Legally dispose of demolition materials off site. Location of disposal site and length of haul are the Contractor's responsibility. D. Cutting: At limits of demolition Work shown or specified, provide neat, orderly, and clean joints, lines, and edges of surfaces, whether for junctions with new materials or surfaces or whether to be left as existing. E. Patching: Repair or replace any surfaces to remain which become exposed, defaced, or damaged as a result of demolition Work at no increase in Contract Sum. Repair and repaint surfaces to nearest change in plane. F. Extent of demolition Work is shown on the Drawings. SECTION 01770 - CLOSEOUT PROCEDURES A. Progress Cleaning: 1. Weekly, and more often if necessary, inspect the structure, and site, pick up all scrap, debris, and waste material. Remove such items to the place designated for their storage. 2. Weekly, and more often if necessary, sweep interior spaces clean. "Clean," for the purpose of this subparagraph, shall be interpreted as meaning free from dust and other material capable of being removed by use of reasonable effort and a hand-held broom. 3. Maintain the site in a neat and orderly condition at all times. B. Final Cleaning: Prior to final inspection, thoroughly clean building and jobsite. Vacuum clean where appropriate, remove all spots, smears, smudges, dust, debris, handprints, and defacements. Follow recommendations of manufacturers of materials and items to be cleaned for all cleaning, polishing, and treatment such as waxing and sealing. Division 1 - 7 DIVISION 1 ADDITIONS & RENOVATIONS GENERAL REQUIREMENTS IMMACULATE CONCEPTION PARISH ARLINGTON, WA C. Operation and Maintenance Data: 1. Compile product data and related information appropriate for Owner's maintenance and operation of products, equipment, and systems provided under the Contract. Submit prior to final request for payment. 2. Instruct Owner's personnel in the maintenance and operation of equipment and systems. D. Warranties and Bonds: Assemble warranties, bonds, and service and maintenance contracts executed by each of the respective manufacturers, suppliers, and subcontractors. Submit prior to final request for payment. E. Project Record Documents: 1. Final Record Documents: At a time nearing completion of the Work, secure from the Architect at the Contractor's expense one complete set of mylar transparencies of all Drawings in the Contract. Identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET." 2. Do not use the job set for any purpose except entry of new data and for review by the Architect. 3. Carefully transfer change data to the corresponding transparencies, coordinating the changes as required. 4. Call attention to each entry by drawing a "cloud" around the area or areas affected. 5. Make changes neatly, consistently, and with the proper media to .assure longevity and clear reproduction. 6. Prior to submitting request for final payment, submit final Project Record Documents to the Architect and secure approval. END OF DIVISION 1 Division 1 - 8 ADDITIONS & RENOVATIONS DIVISION 2 IMMACULATE CONCEPTION PARISH SITE CONSTRUCTION ARLINGTON, WA DIVISION 2 SITE CONSTRUCTION SECTION 02200 - SITE PREPARATION A. Clear Site of all obstructions, rubble, vegetation, and organic matter. Strip and stockpile topsoil. See Drawings for removal and protection of various site trees. B. Debris and excess earth materials shall become the property of the Contractor and shall be removed and disposed of in a legal manner off Owner's property. Location of disposal site and length of haul shall be the Contractor's responsibility. SECTION 02300 - EARTHWORK A. Provide as noted on Civil Drawings. B. Perform excavating and backfilling as required for concrete footings, foundations, slabs, utilities, and services. Bottoms of excavations shall be level, firm, undisturbed earth, clean and free from loose material. C. Place backfill material in uniform lifts 8 inches maximum in loose thickness, compact backfill to 95 percent of maximum dry density at optimum moisture content. SECTION 02510 - WATER DISTRIBUTION A. Provide as noted on Civil Drawings. SECTION 02530 - SANITARY SEWERAGE A. Provide as noted on Civil Drawings. SECTION 02600 - DRAINAGE AND CONTAINMENT A. Provide as noted on Civil Drawings. SECTION 02700 - BASES, BALLASTS, PAVEMENTS, AND APPURTENANCES A. Provide as shown and noted on Civil Drawings and as specified. B. Ballast and Bases: As noted on Civil Drawings. C. Soil Sterilization: Cassaron, or Monobar-Chlorate. Apply over base course at areas to receive asphalt paving. Division 2 - 1 DIVISION 2 ADDITIONS & RENOVATIONS SITE CONSTRUCTION IMMACULATE CONCEPTION PARISH ARLINGTON, WA D. Asphalt Concrete: Type B conforming to Washington State Department of Transportation Specifications, and as noted on Civil Drawings, 2 inch minimum compacted thickness. E. Concrete: 1. Walks: Pea gravel aggregate, 2,500 psi with 2 percent air entrainment. Exposed aggregate finish as specified in Section 03300. 2. Curbs and Gutters: Stone aggregate, 2500 psi with 2 percent air entrainment- F. Provide extruded concrete wheel stops as shown. G. Pavement Marking: Provide symbols, stripes, and arrows to dimensions and alignment shown in accordance with traffic paint manufacturer's recommendations. SECTION 02832 - INTERLOCKING BLOCK RETAINING WALLS A. Submittals: Construction drawings and design calculations prepared and stamped by a professional engineer registered in the State of Washington. B. Materials: 1. Interlocking Block: Machine made from Portland cement, water, and aggregates, free of chips, cracks or other imperfections, 8" (H) x 18" (W) x 18" (D) minimum. a. Compressive Strength: 3,000 psi minimum. b. Face Color: As selected from manufacturer's standard colors. C. Face Finish: Manufacturer's standard sculptured rock face. d. Bond Configuration: Running bond nominally located at midpoint vertically to adjacent units in both straight and curved alignments. 2. Shear Connectors: Manufacturer's standard reinforcement rods between vertically and horizontally adjacent units. 3. Base Leveling Pad: Compacted crushed stone or non-reinforced concrete as shown. 4. Drainage Fill: Clean 1 inch minus crushed stone or crushed gravel. 5. Geogrid Soil Reinforcement: Knitted from polyester filament yarn coated with impregnated PVC coating that resists peeling, cracking, and stripping. C. Installation: 1_ Base Leveling Pad: Place to lines and grades shown, minimum thickness 6 inches and extend laterally a minimum 6 inches in front and behind interlocking block. Prepare to insure full contact to base surface of interlocking block. 2. Interlocking Block Units: a. Place first course of units at appropriate line and grade. Check alignment level in all directions to insure that all units are in full contact with base and properly seated. b. Place front of units side-by-side. Do not leave gaps between adjacent units. layout corners and curves in accordance with manufacturer's recommendations. Division 2 - 2 ADDITIONS & RENOVATIONS DIVISION 2 IMMACULATE CONCEPTION PARISH SITE CONSTRUCTION ARLINGTON, WA C. Install shear connectors in accordance with manufacturer's recommendations. d. Place and compact drainage fill within and behind wall units. Maximum stacked vertical height prior to drainage fill and backfill placement shall not exceed two courses. 3. Geogrid Soil Reinforcement: Place at strengths, lengths and elevations as shown or as recommended by manufacturer. 4. Reinforced Backfill: Place in lifts not to exceed 6 to 8 inched and compact to 95 percent of maximum density. 5. Cap Installation: Glue to underlying units with an all-weather adhesive recommended by manufacturer. SECTION 02900 - PLANTING A. Provide plants and planting as shown. Provide fertilizing and other soil treatment required to promote vigorous, healthy growth. B. Warranty: Furnish as specified in Section 01787 and as follows: a. Warranty planting for one year after maintenance period. Plant materials shall be guaranteed to take root within 6 months after final acceptance when such plant materials have received normal care and maintenance. b. Replace plant materials that die within warranty period or which are not healthy and vigorous at the end of the warranty period. C. Materials: 1. Topsoil: a. Provide topsoil necessary to complete required planting. Topsoil may be stockpiled on-site soil or approved imported material. b. Silt plus clay content of topsoil shall not exceed 15 percent by weight with 1 minimum 95 percent passing the 2.0 mm sieve. 1 2. Peat Moss: Sphagnum peat moss, free from alkali. 3. Fertilizers: 6-20-20, commercial, complete fertilizers. 4. Guy Wires: 9 gage galvanized, twisted clothesline wire with 3/4 inch reinforced rubber garden hose protective sleeves. 5. Stakes: Lodgepole pine, 3 inch diameter, of uniform size, pointed at one end. -� Pressure treat with preservative. Lengths as required for adequate support. 6. Plant Materials: a. Provide in quantities or spacing as shown for each location of species, J types, and sizes as scheduled. b. Furnish healthy, vigorous, plant materials with good root system and free from pests or disease. .J J J Division 2 - 3 J DIVISION 2 ADDITIONS & RENOVATIONS SITE CONSTRUCTION IMMACULATE CONCEPTION PARISH ARLINGTON, WA D. Installation: 1. Provide topsoil as required to augment existing stockpiled topsoil. 2. Spread topsoil to provide 4 inch to 8 inch thick layer, or 2 inches below tops of curbs. Rototill and fine grade ready for planting. Finish grades shall be as shown. 3. Soil Amendments: Incorporate amendments per 1,000 square feet as follows: a. 6 cubic yards nitrogen-stabilized organic amendment derived from fir sawdust or finely ground bark. b. 30 pounds 6-20-20 commercial fertilizer. C. 100 pounds agricultural gypsum. d. Uniformly broadcast and thoroughly incorporate to a depth of 4 to 8 inches by rototiller or similar means. 4. Planting: a. Place plant materials in locations shown. Notify Architect that installation is ready for review prior to digging pits or planting. b. Excavate plant pits to minimum two times diameter and height of container. Excavate with vertical sides for all plants. C. Plant all materials immediately after containers are cut. Regularly remove containers from Site to prevent injury to persons using the areas. d. Set plants in center of pits, in a vertical position so that the crown of the plant will bear the same relationship to finish grades that it did in soil surface in place of growth. Allow for watering and settling of soil. e. Backfili with approved soil mix. Water as planted. Provide basins around each plant to retain water. Grade areas around plants to finish grades, remove excess soil from Site. E. Maintenance: 1. Continuously maintain all areas included under this Section during progress of Work, a 60 calendar day maintenance period, and until final acceptance. 2. Maintenance includes watering, weeding, trimming, edging, cultivation, fertilizing, spraying, insect and pest control, replacement or any other operation necessary to ensure vigorous normal growth. 3. At end of maintenance period, weed and rake planting areas. Repair watering basins, and clear area of associated debris to present a neat, orderly installation. END OF DIVISION 2 Division 2 - 4 ADDITIONS & RENOVATIONS DIVISION 3 IMMACULATE CONCEPTION PARISH CONCRETE ARLINGTON, WA DIVISION 3 CONCRETE SECTION 03100 - CONCRETE FORMWORK A. Comply with UBC, Chapter 19, ACI 347, and as noted on Structural Drawings. B. Form exposed concrete with "B-B Plyform Class 1 Exterior" grade plywood, 5/8 inch thick, meeting PS 1. SECTION 03200 - CONCRETE REINFORCEMENT A. Comply with UBC, Chapter 19, ACI 301, and as noted on Structural Drawings. B. Reinforcing Bars: ASTM A 615, Grade 40 for#3 and smaller; Grade 60 for#4 and larger. C. Welded Wire Fabric: ASTM A 185, 6 x 6, W1.4 X W1.4 , lap 12 inches at splices. Raise to middle of slab during pour. Provide at all concrete slabs, or as indicated on Structural Drawings. D. At bottom plate to concrete, provide anchor bolts as noted on Structural Drawings. E. Provide minimum concrete cover on reinforcement as follows: 1. Concrete cast against and permanently exposed to earth - 3 inches. 2. Concrete formed but exposed to weather or earth - 2 inches. 3. Exterior face of walls with bars #5 or smaller- 1-1/2 inches. 4. Interior wall faces and slabs - 3/4 inch. SECTION 03300 - CAST-IN-PLACE CONCRETE A. Comply with UBC, Chapter 19, ACI 301, and as noted on Structural Drawings. B. Concrete: Regular concrete with minimum compressive strength at 28 days as noted on Structural Drawings. C. Place all footings on firm, undisturbed, inorganic soil or approved compacted fill. See Geotechnical Report and comply with recommendations. Division 3- 1 DIVISION 3 ADDITIONS & RENOVATIONS CONCRETE IMMACULATE CONCEPTION PARISH ARLINGTON, WA D. Slab Finishes: 1. Exterior Walks: Wood float and light broom finish for non-skid surface, with tolerance level of 1/4 inch in 10 feet. 2. Interior Floor Slab: Steel trowel finish, with tolerance level of 1/8 inch in 10 feet. E. Cure concrete with polyethylene sheet or apply curing compound. Curing or sealing compound shall not interfere with proper adhesion of finish flooring materials. END OF DIVISION 3 Division 3-2 ADDITIONS & RENOVATIONS DIVISION 4 IMMACULATE CONCEPTION PARISH MASONRY ARLINGTON, WA DIVISION 4 MASONRY SECTION 04211 - BRICK A. Mockups: 1. Erect one 4 foot by 4 foot unit for each color of brick as shown and selected. Locate on the Project site adjacent to brick Work as directed. 2. Mockups shall remain on site until completion of installation and finishing of brick Work for comparison of approved mockup quality with the completed Work. 3. Remove approved mock-ups from the site when directed by the Architect and legally dispose off the site. B. Regulatory Requirements: Comply with UBC, Chapters 21 and 14. C. Materials: 1. Brick Masonry Units: Mutual Materials; or approved. Standard modular size face brick, 3-1/2 inch by 2-1/2 inch by 7-1/2 inch. a. "Carib", Smooth face. 2. Mortar: Type S, no calcium admixture, color as selected. 3. Accessories: 26 gage corrugated, galvanized, tab wall ties, 7/8 inch by 7 inch, tie to exterior wall framing. Wire joint reinforcement in compliance with UBC Standards. Provide single #9 wire horizontal reinforcement and at 16 inches on center vertically in brick veneer. Provide brick ties to framing at 16 inches on center. 4. Water Repellent: Kryton, Krystol Hydrostop; or approved; penetrating, filmless, colorless water repellent. 5. Mortar Mesh: Duro-Wall Cell Vent; or equal. 6. Flashing: W. R. Grace & Company, Permabarrier and Bituthene Mastic. D Installation: 1. Lay brick masonry units in running and stacked bond as shown, with 3/8 inch tooled, concave, horizontal and vertical joints. 2. Set brick masonry units plumb, true to line with level courses accurately placed. 3. Provide chamfers and offsets as shown. 4. Protect Work in place from damage during installation of brick masonry Work. 5. Dry brush brick masonry surfaces after mortar has set, at end of each day's Work, and after final pointing. 6. Weep Holes: Provide in vertical joints of first exterior course above grade and over flashing joints and other obstruction lines. Locate at 48 inches on center with insect screening. Fill bottom of cavity with 6 inches of washed pea gravel to prevent clogging. 7. Anchors For Masonry Veneer over Concrete: Provide anchors at 24 inches on center vertically. Locate in alternate courses. Division 4 - 1 DIVISION 4 ADDITIONS & RENOVATIONS MASONRY IMMACULATE CONCEPTION PARISH ARLINGTON, WA E. Completion Each Day: Bring facing and backing to same level. Cover tops of walls with non-staining waterproof covering, (not polyethylene). When Work is resumed clean top surfaces of loose mortar before proceeding. F. Cleaning: 1. Thoroughly saturate walls with clean water. Cover adjacent materials. 2. Mix Cleaner in non-metallic containers, in accordance with manufacturer's instructions. Test a small area in an inconspicuous place for desired results. 3. Apply cleaner in accordance with manufacturer's recommendations. Clean walls from bottom up. Do not use pressure washer to apply cleaning solution. 4. Scrub and scrape off excess mortar deposits with scrub brushes and wooden scrapers. Do not use metal tools. Avoid scrubbing mortar joints. 5. Rinse thoroughly from top to bottom. Keep brick below area being cleaned thoroughly soaked. Re-apply cleaning solutions as necessary. G Water Repellent: a. Examination: Verify that surfaces are clean, free of stains, efflorescence, thoroughly dry and sound. b. Protection: Protect all surrounding surfaces or clean off within 45 minutes of application. Protect all painted surfaces. C. Observe environmental conditions affecting application as recommended by manufacturer. Do no finishing where dust or wind over 10 mph is being generated. Do not apply when temperature is below 55 degrees F to prevent gumming. d. Test surfaces to be treated, in an inconspicuous place, to confirm compatibility. e. Apply two coats by brush or low pressure spray for complete, uniform saturation in accordance with manufacturer's recommendations. Allow 24 hours between coats. END OF DIVISION 4 Division 4-2 ADDITIONS & RENOVATIONS DIVISION 5 IMMACULATE CONCEPTION PARISH METALS ARLINGTON, WA DIVISION 5 METALS SECTION 05120 - STRUCTURAL STEEL A. Comply with UBC, Chapter 22, as noted on Structural Drawings, AISC "Manual of Steel Construction,"AWS D1.1 for welding, and SSPC Specifications for Painting. B. Pipe, Plates, Angles, and Bars: As noted on Structural Drawings. C. Structural Tubing: As noted on Structural Drawings. D. Steel Pipe: As noted on Structural Drawings. E. Anchor Bolts: As noted on Structural Drawings. F. Expansion Anchors: Ramset, Hilti, or as approved. Reverse cone, self-wedging, expansion type. Tightening of nut or increased tension on bolt shank shall act to force wedges outward to create positive resistance to withdrawal, or epoxy grouted. G. Welding: In conformance with AISC and AWS Standards, and performed by certified welders. Use only prequalified welds (as defined by AWS), and E70XX electrodes. H. Grout: Manufactured, high-strength, non-shrink grout. I. Cleaning and Painting: Conform with SSPC-SP 3 and SSPC-PT 2 for cleaning steel. Shop prime with Fed. Spec. TT-P, Type III or IV primer. Conform with SSPC-PA 1 for application. SECTION 05400 - COLD-FORMED METAL FRAMING A. Regulatory Requirements: Comply with applicable requirements of UBC Chapter 22, and as noted on Structural Drawings. B. Components: 1. C-shaped studs. 2. Steel joists, C-shaped type. 3. Miscellaneous materials: Stud manufacturer's standard runners, clip angles, shoes, reinforcements, fasteners, blocking, lintels. C. Install materials and systems in accordance with manufacturer's instructions, reviewed Shop Drawings, and as noted on Structural Drawings, in proper relation with adjacent construction. Coordinate with work of other Sections. D. Comply with requirements of ASTM C 1007 for installation of steel studs and accessories and MLSFA "Lightweight Steel Framing Systems Manual." Division 5- 1 DIVISION 5 ADDITIONS & RENOVATIONS METALS IMMACULATE CONCEPTION PARISH ARLINGTON, WA E. Restore damaged components. Protect work from damage. SECTION 05500 - METAL FABRICATIONS A. Comply with UBC, Chapters 22 and 10, AISC "Manual of Steel Construction," AWS D1.1 for welding, and SSPC Specifications for Painting. B. Standard Structural Steel Shapes, Plates, and Bars: ASTM A 36. Steel pipe column ASTM A 53, Grade B, standard weight. C. Anchor Bolts: ASTM A 307, sizes as shown. D. Bolts: ASTM A 307. E. Expansion Anchors: ITW Ramset, Hilti, or as approved. Reverse cone, self-wedging, expansion type. Tightening of nut or increased tension on bolt shank shall act to force wedges outward to create positive resistance to withdrawal. F Welding: In conformance with AISC and AWS Standards, and performed by certified welders. Use only prequalified welds (as defined by AWS), and E70XX electrodes. G Cleaning and Painting: Conform with SSPC-SP 3 and SSPC-PT 2 for cleaning steel. Shop prime with Fed. Spec. TT-P, Type III or IV primer. Conform with SSPC-PA 1 for application. H. Veneer Support: Galvanized steel ledger angle for brick veneer support as shown. Shop drill for slotted bolted connections at anchors, prime with zinc-rich primer paint. I. Fabricated Items: 1. West Canopy: Fabricate as shown on Drawings. 2. Elevator Pit Ladder: As shown, 3/8 inch by 2 inch flat bar stringers. Weld 3/4 inch diameter rungs at 12 inch centers. Anchor stringers at top and bottom. J. Provide all metal fabricated items shown and as required to complete metal fabrications Work. K. Hot dip galvanize items which will be exposed to weather in the completed Work. L. Installation: 1. Install metal fabrications and miscellaneous metalwork plumb, true, rigid, and neatly trimmed out, in accordance with Drawings, using mechanics and workers skilled and experienced in the installation of the type of Work involved. 2. Field Painting: After installation touch up and spot paint damaged surfaces, field bolts and fasteners, and all welds with the same corrosion-inhibitive primer used for shop painting. Division 5-2 ADDITIONS & RENOVATIONS DIVISION 5 IMMACULATE CONCEPTION PARISH METALS ARLINGTON, WA SECTION 05800 - EXPANSION CONTROL A Provide seismic joints at exterior conditions against existing building as shown and specified. B. Product Data: Manufacturer's information on materials and methods of installation. C. Shop Drawings: Show details of fabrication and installation including types and sizes of fastening devices. D. Materials: 1. Seismic Joints: Construction Specialties, Inc.; or approved. a. Interior Floor to Floor: SJPF 400, 4 inch, with Fire Barrier FF-D-0008. b. Exterior Wall Cover: SF 300, 3 inch. C. Roof Parapet: BRJ 400, 4 inch. E. Installation: 1. Install expansion control products in accordance with manufacturer's instructions, reviewed Shop Drawings, and as shown and specified. 2. Miscellaneous expansion control items are not necessarily shown or specified. Provide miscellaneous items required to complete the Work. 3. Install Work plumb, level, true to line, free.of twist, and securely anchored in proper alignment to adjacent Work. Heat weld all joint-seal mitered joints. 4. Upon completion of installation, components shall be flexible, as applicable. Exterior expansion joints and roof expansion joints shall be watertight and weathertight. END OF DIVISION 5 Division 5 -3 M1 i \. � ADDITIONS & RENOVATIONS DIVISION 6 IMMACULATE CONCEPTION PARISH WOOD AND PLASTICS ARLINGTON, WA DIVISION 6 WOOD AND PLASTICS SECTION 06100 - ROUGH CARPENTRY A. Comply with UBC, Chapter 23. B. Sills and all Wood in Contact with Concrete, Masonry, or Earth: Pressure-treated Douglas fir. Wolmanized, CCA Oxide formulation in conformance with Fed. Spec. TT-W-571 for preservative material and for pressure treating. C. Framing Lumber: Douglas fir of grades defined in WCLIB, Standard Grading Rules for West Coast Lumber No. 16, and WWPA, Western Lumber Grading Rules, latest editions as noted on Structural Drawings. Kiln-dry to maximum 15 percent moisture content at time of surfacing. Item Grade Studs, Plates and Blocking DF#2 Fb = 1250 psi Joists and Sawn Beams DF#2 Fb = 1250 psi Posts DF#1 Fb = 1200 psi D. Plywood: U.S. Product Standard PS 1. 1. Roof Sheathing: APA RATED SHEATHING, Exposure 1, T & G edges or panel clips, 5/8 inch thick. 2. Wall Sheathing: APA RATED SHEATHING, Exposure 1, 5/8 inch thick. 3. Subflooring: APA RATED STURD-I-FLOOR, Exposure 1, 3/4 inch thick, T & G or 2-by blocking under all edge joints. 4. Underlayment: APA UNDERLAYMENT, Exposure 1, 1/2 inch thick. E. Underlayment: 1. National Particleboard Association, Type 2 Mat-Formed particleboard, coordinate thickness with floor covering thickness for smooth transitions. Minimum 3/8 inch thick, maximum 1/2 inch thick. Provide at areas to receive resilient flooring. F. Adhesives: APA Specification AFG-01 for installation of subflooring. G. Gypsum Sheathing: ASTM C 79, Type X, 5/8 inch thick. Division 6- 1 DIVISION 6 ADDITIONS & RENOVATIONS WOOD AND PLASTICS IMMACULATE CONCEPTION PARISH ARLINGTON, WA H. Rough Hardware: Hot-dipped galvanize exterior hardware. 1. Nails: Common wire, galvanized, at exposed locations, coated sinkers or galvanized box at concealed locations. 2. Expansion Bolts: Phillips wedge rod anchors, Wej-It, Kwik-bolt. Reverse cone, self-wedging, expansion type. Tightening of nut or increased tension on bolt shank shall act to force wedges outward to create positive increased resistance to withdrawal. 3. Bolts, Nuts, and Washers: ASTM A 307, galvanized, Hex head. Provide standard cut washers at all bolt heads and nuts bearing on wood or concrete. 4. Metal Timber Framing Connectors: Simpson Company "Strong Tie"; Silver; or approved; types as shown. Fabricate from hot-dipped galvanized steel, 16 gage material minimum, 1/8 inch plate where welded, unless otherwise shown or specified, punched for nailing. Provide full nailing or bolting in accordance with manufacturer's recommendations. Provide a nail for each punched hole. 5. Miscellaneous Hardware: Provide all common screws, bolts, fastenings, washers, and nuts required to complete rough carpentry Work. I. Air Barriers: As specified in Section 07270. J. Preservative Treatment: Preservative solution shall conform with requirements of FS TT-W-570. Acceptable products include Willard Products Penta- Treat "300". K. Fit accurately, secure rigidly, to lines and levels shown, plumb and square to a tolerance of 1/8 inch in 10 feet. Provide any special framing, even if not specifically shown, as required to properly complete Work. Provide all wood blocking, backing, furring, grounds, nailers, stripping, and similar rough carpentry as detailed and as otherwise required to anchor fixtures and equipment to be installed by other trades. Perform all cutting, boring, and similar Work. L. Coordination: 1. Prior to bidding, contact local regulatory authorities having jurisdiction to identify, and comply with, any special framing, blocking or backing details, or caulking conditions as may be required for structural or fire stopping, or energy code requirements. 2. Coordinate with Work of other Sections to ensure that all fixtures, devices, switches, outlets, ducts, pipes, and similar items can be installed as shown without modifications to framing. Provide all blockouts, raceways and similar framing as required. M. Framing: 1. At bottom plate to concrete, provide 1/2 inch diameter anchor bolts, minimum embedment 7 inches, at 4 feet on center and within 12 inches of board ends. Provide fiberglass sill sealer under bottom plate of all exterior walls. 2. Remove all wood used in forming and placing concrete if within the ground or between foundation sills and ground. Remove all loose or casual wood in contact with the ground from under the building. 3. Studs, Joists, Beams, and Posts: Install all members true to line. Shims shall be seasoned, dried, and same Grade (minimum) as members connected. Place joists with crown up; maximum 1/4 inch crown permitted. Division 6-2 ADDITIONS & RENOVATIONS DIVISION 6 IMMACULATE CONCEPTION PARISH WOOD AND PLASTICS ARLINGTON, WA 4 Support all columns and posts located on concrete or masonry floors, plinths exposed to weather or water splash, or in basements, by concrete piers or metal pedestals projecting above floors unless approved pressure preservative treated wood or foundation grade redwood is used. Pedestals shall project a minimum 6 inches above exposed earth and 1 inch above floors. Individual concrete or masonry piers shall project a minimum 8 inches above exposed earth unless the column or post they support are of approved wood specified. 5. Maintain minimum 6 inch clearance between any wood and earth, or provide approved wood as specified. 6. Provide pressure preservative treated wood for those portions of wood members which form structural support of building, balconies, porches, and similar elements when such members are exposed to weather without adequate protection from a roof, eave, overhang, or other covering. Such members include, but are not limited to, girders, joists and decking, posts, poles, and columns. 7. Laterally support solid-sawn rectangular wood beams and joists to prevent rotation or lateral displacement as follows: If ratio of depth to thickness, based on nominal dimensions, is: a. Two to One: No lateral support required. b. Three to One or Four to One: By ends held in position with full depth solid blocking, bridging, nailing or bolting to other framing members, or approved hangers or other acceptable means. C. Five to One: One edge held in line for its entire length. d. Six to One: Provide bridging, full depth solid blocking, or cross bracing at intervals not exceeding 8 feet, unless both edges are held in line for their entire length. e. Seven to One: Both edges held in line for their entire length. 8. Provide positive connection between post support and post, and between post and beam sufficient to ensure against uplift and lateral displacement. 9. Joists shall bear not less than 1-1/2 inch on wood or metal, and 3 inches on masonry. lor Support all joists laterally at ends and over supports with 2 inch wide by full joist depth solid blocking, rim joist, joist hanger, or other approved means. 11. Notches at ends of joists shall not exceed 1/4 joist depth. Notches in top or bottom of joists shall not exceed 1/6 joist depth, and are not permitted in middle third of span. 12. Lap joists framing from opposite sides of beams, girders, or partitions 4 inch minimum or tie opposing joists together in an approved manner. 13. Support joists framing into sides of wood girders by framing anchors. 14. Double all trimmers and headers framing openings or provide lumber of equivalent cross section. Support each end with proper sized framing anchors unless adequate bearing is provided through other means. Support tail joists with proper sized framing anchors. 15. Provide double top plate, overlap at corners and intersections with all partitions. Offset end joints 4 feet minimum. 16. All studs shall have full bearing on a plate or sill not less than 2 inches in thickness, and having a width not less than that of stud. 17. Effectively brace all exterior and main cross stud partitions, by an approved method, at each end or as near thereto as possible, and at a maximum 25 feet of length. Division 6 -3 DIVISION 6 ADDITIONS & RENOVATIONS WOOD AND PLASTICS IMMACULATE CONCEPTION PARISH ARLINGTON, WA 18. Frame foundation cripple walls of studs not less in size than studding above, minimum height 14 inches, or provide solid blocking. If exceeding 4 feet in height frame of studs sized as required for an additional story. 19. Provide all openings in bearing walls with minimum 4 x 10 Douglas fir No. 2 header, with minimum bearing of 1-1/2 inches for full width. 20. Provide fire stopping, of non-combustible material or 2 inch nominal wood members, to cut off concealed openings (both vertical and horizontal), to form an effective barrier between floors, between top story and roof or attic space, and as follows: a. In concealed spaces between stair stringers at top and bottom of run. b. Between studs along and in line with run of stairs. C. Around vent pipes, ducts, and similar penetrations at ceiling and floor levels which afford a passage for fire. 21. Provide metal nail plates in all locations where plumbing or wiring comes within 1-1/4 inch of the edge of any stud. 22. Frame stud partitions containing plumbing, heating, or other pipes, and space joists underneath to provide proper clearance. Where a partition containing such piping runs parallel to joists double, space, and bridge joists to permit passage of piping. Where such piping is placed in or partly in a partition requiring cutting of soles or plates provide metal ties minimum 1/8 inch thick and 1-1/2 inch wide. Fasten across and to each side of opening with not less than 4 - 16d nails. 23. Studs in exterior or interior partitions may be cut or notched for up to 25 percent of stud width. Studs may have a hole bored up to 40 percent of stud width, provided the hole is no closer than 5/8 inch from edge of stud. Bored holes shall not be located at same section of stud as a cut or notch. 24. Lumber, Plywood, and Particleboard: Comply with applicable standards and grading rules of appropriate Association, and identified by Grade mark of approved inspection agency. 25. Sheathing Panel Support: Stagger end laps of roof and floor sheathing. Provide support at all panel edges by means of clips, blocking, tongue and groove joints or other positive means recommended by APA where not otherwise shown or specified as fully blocked. Apply continuous bead of adhesive over top edge of floor joists, install plywood subfloor with 1/8 inch gaps between panels to accommodate swelling. Nail subfloor with 8d ring-shank nails. 26. Provide solid wood blocking for all wall mounted or wall supported items and accessories. Confirm locations with Owner or Architect prior to application of covering materials. 27. Provide additional studs or blocking as required to assure solid end and edge nailing for all siding, trim, and facias such as where siding butts window or door trim. 28. Provide additional blocking as required for edge nailing of all soffit materials at all soffits and overhangs. 29. Provide blocking or bracing as required to make interior walls rigid. Division 6-4 ADDITIONS & RENOVATIONS DIVISION 6 IMMACULATE CONCEPTION PARISH WOOD AND PLASTICS ARLINGTON, WA N. Underlayment: 1. Apply just prior to laying finish floor. Protect from damage until finish floor is installed. 2. Install only over dry subfloor. Sand uneven subfloor if required. 3. Install with face grain across supports, stagger end joints, offset all joints by minimum 4 inches from subfloor joints. Butt panel edges and ends to a close but not tight fit. Allow 1/32 inch space. 4. Use staples or ring-shank nails of sufficient length to penetrate subfloor a minimum of 3/8 inch. Adjust staple gun pressure to prevent staples from blowing through underlayment. 5. Hold down securely by placing installer's weight on underlayment during installation. O. Coat all wood members in contact with concrete with two flowing brush coats of preservative treatment. Extend coating on members a minimum of 2 feet from face of concrete. Coat members prior to installation. Perform all cutting prior to treating. P. Framing for Sound-Retardant Partitions: Comply with applicable requirements of ASTM E 497. Q. Nailing:-Conform to UBC Table 23-II-B-1 for all nailing unless otherwise noted. 1. Staples or other power driven fasteners, with equivalent capacity of fasteners shown or specified, may be substituted only with prior written approval of Building Official and Architect. SECTION 06174 -WOOD I JOISTS A. Submittals: Shop Drawings, complete calculations stamped by a Structural Engineer registered in the State of Washington, and certified load test results. B. Regulatory Requirements: Comply with applicable requirements of UBC, Chapter 23. C. Structural Wood I-Beams (TJI): Trus-Joist Company, or equal. 1. Flanges: Stress grade to meet span and loading requirements. 2. Webs: Structural wood panels, manufacturer's standard. D. Provide all required bridging, blocking, erection bracing, header clips, diagonal bearing headers, and similar accessories. E. Fabricate to dimensions and profiles as shown, accurately cut all wood members to provide firm bearing and so that all joist units are uniform. F. Handle joists with care in erection, in compliance with manufacturer's recommendations, to avoid damage to joists or construction in place. G. Securely brace and anchor each joist, as shown in reviewed Shop Drawings. Provide temporary additional bracing until permanent decking is installed and fully nailed. H. Install all erection and permanent bracing and permanently fasten all joists before application of any loads. Division 6-5 DIVISION 6 ADDITIONS & RENOVATIONS WOOD AND PLASTICS IMMACULATE CONCEPTION PARISH ARLINGTON, WA I. Holes shall not be cut in joist webs unless expressly permitted by manufacturer. Holes or cuts in joist flanges are not permitted unless specifically detailed in reviewed Shop Drawings. SECTION 06180 - GLUED-LAMINATED CONSTRUCTION A. Lumber: Meet structural requirements of ANSI A 190.1, and of grade to provide members with Combination 24F (Fb=2,400 psi). 1. Appearance: Industrial, in accordance with AITC 110. B. Glues: ASTM D 2559. C. Fabricate in accordance with requirements of AITC 200 and ANSI A 190.1. D. Erect Work true and plumb. Use temporary bracing wherever required for all vertical and lateral loads. E. Provide protective wrapping during delivery, storage, and handling. Protect after installation from damage and staining. Sand to remove any staining or other visible blemishes prior to finishing. SECTION 06200 - FINISH CARPENTRY A. Comply with AWI "Quality Standards for Architectural Woodwork," Custom Grade requirements. B. Exterior Woodwork: 1. Trim: Kiln-dried, tight knot, Western Red Cedar, S4S, textured surface. Sizes, profiles and thickness as shown, free from visible defects when installed, such as checks, skips, torn or raised grain, and wane on exposed face or edges, with all corners square. 2. Eaves and Canopy Soffits: APA ROUGH SAWN, Exterior, 5/8 inch thick, with grooves spaced as shown. Provide insect screens as shown. C. Interior Woodwork: Medite Division of Sierra Pine Ltd., (800) 676-3339, Medex; or approved; Medium Density Fiberboard (MDF), nominal 1x, for paint finish. Solid stock clear hemlock, S4S, for transparent finish. D. Shelving: Douglas fir BB Grade interior plywood, 3/4 inch thick up to 3'-6" length, 1-1/8 inch thick up to 6 feet length, with edge band at all exposed edges. Division 6-6 ADDITIONS & RENOVATIONS DIVISION 6 IMMACULATE CONCEPTION PARISH WOOD AND PLASTICS ARLINGTON, WA E. Installation: 1. Cope internal corners and miter external corners at all standing and running trim. 2. Provide running trim in as long lengths as practical. Make splices with scarfed end joints. Install materials straight and true. Countersink nails and fill nail holes. SECTION 06410 - CUSTOM CABINETS A. Comply with AWI "Quality Standards for Architectural Cabinets," Custom Grade requirements. Flush overlay construction. All plastic laminate or melamine faced as selected. B. Submittals: Shop Drawings, product data, and samples required. C. Countertops at Toilets: Plastic laminate with self edge. Color and pattern as selected. Fabricate with plastic laminate backing sheet. END OF DIVISION 6 Division 6 -7 , 1 I ADDITIONS & RENOVATIONS DIVISION 7 IMMACULATE CONCEPTION PARISH THERMAL AND ARLINGTON, WA MOISTURE PROTECTION DIVISION 7 THERMAL AND MOISTURE PROTECTION SECTION 07110 - DAMPPROOFING A. Qualifications: System shall be installed by applicator approved by materials manufacturer. B. Pre-installation Conference: 1. Dampproofing installer shall participate in a coordination meeting, arranged by the Contractor, attended by the installers and materials manufacturers' representatives associated with Work of this Section and related Sections. 2. Purpose of the meeting shall be to review requirements of the Contract Documents to ensure that details are correct and that materials shall be installed properly. C Membrane: Owens-Corning Tuff-N-Dri, polymer-modified asphalt liquid-applied membrane. D. Protection Board: Owens-Corning Warm-N-Dri, un-faced rigid fiberglass board. E. Install membrane and protection board in accordance with manufacturer's recommendations. SECTION 07130 - SHEET WATERPROOFING A. Submittals: Manufacturer's printed instructions for installation of membrane, including procedures for splicing of flashing, and for bonding, and step-by-step application procedures. B. Quality Assurance: 1. Pre-installation Conference: a. Arrange and participate in a coordination meeting to be attended by all installers and material manufacturers' representatives involved in the Work specified and in related Sections to review and prepare written step-by-step application procedure, including a written detailed Statement of Work and Shop Drawings for a complete sheet waterproofing system. b. Following the pre-installation conference, furnish a written statement with date of meeting, names and affiliations of participants. C. Also furnish written list of any modifications of Contract Documents proposed in the step-by-step application procedure. Such modifications shall be done at no increase in Contract Sum. 2. Work of this Section shall not proceed until the Architect has reviewed and accepted the documents to be submitted following the pre-installation conference. Division 7 - 1 DIVISION 7 ADDITIONS & RENOVATIONS THERMAL AND IMMACULATE CONCEPTION PARISH MOISTURE PROTECTION ARLINGTON, WA 3. Prior to starting Work, arrange a Jobsite meeting with the Architect and participants in the pre- installation conference to discuss Contract Documents, accepted step-by-step application procedure, Shop Drawings, job and surface readiness, and material storage and protection. 4. Notify Architect 2 calendar days prior to Jobsite Meeting, starting Work and, if Work is done intermittently, before restarting Work. C. Materials: 1. Sheet Waterproofing System: TC MiraDRI, 860/861, Rubberized Asphalt Waterproofing System, 60 mils total minimum thickness. 2. Accessory Products: a. Primer: MiraDRI All Weather Primer: b. Mastic: MiraDRI M-800 Mastic. C. Liquid Membrane: MiraDRI LM-800. 3. Geocomposite Sheet Drain: MiraDRAIN Prefabricated Drainage Composites. D. Installation: Install materials in accordance with manufacturer's instructions, reviewed Shop Drawings and step-by-step application procedures. SECTION 07210 - BUILDING INSULATION A. Thermal Insulation: 1. Walls: Fiberglass foil-faced building insulation with nailing flanges, CertainTeed, or approved. 2. Rigid Insulation: Extruded polystyrene foam, Dow Chemical Company, Styrofoam SM, or approved. 3. Provide foamed in place insulation at electric boxes, window and door frames, and similar penetrations in insulated walls. B. Insulation Values: 1. Exterior Walls: Minimum R-19, 6 inches thick. 2. Rigid Insulation: Minimum R-10, 2 inches thick. C. General: Install materials where shown, as specified, and in accordance with manufacturer's instructions. Install insulation after all piping and wiring have been installed, inspected, and approved. D. Thermal Insulation: Install with facing to building interior. Install snugly between framing members (not over) with no voids of insulation, with flanges stapled to either the face or sides of framing members. E. Rigid Insulation: Lay over vapor retarder or dampproofing, against exterior of foundation walls. Tightly butted at all joints. Install at exterior of furred concrete walls as shown. Division 7 -2 ADDITIONS &'RENOVATIONS DIVISION 7 IMMACULATE CONCEPTION PARISH THERMAL AND ARLINGTON, WA MOISTURE PROTECTION F. Insulate all areas between closely-spaced framing members. G. Carefully cut and fit insulation around pipes, conduit and other obstructions. H. Provide all required strapping and hanger accessories to install or hold insulation in place. SECTION 07260 -VAPOR RETARDERS A. Vapor Retarder: FS UU-P-147 for water vapor requirements, 6 mil polyethylene sheeting. B. Tape: Pressure-sensitive neoprene or vinyl-chloride rubber adhesive and tape. C. Slab Casting Base: Clean, dry, naturally occurring, pea gravel, free from wood waste and organic material. D. Install vapor retarder over compacted drain rock at concrete floor slabs; and at exterior walls as shown. Lap 12 inches and tape all edges. Turn up at edges and secure to foundations or footings. Fix and seal around pipes and conduits. E. Provide nominal 2 inch thick protective slab casting base over vapor retarder at concrete floor slabs. Screed and level before reinforcing or concrete is placed. SECTION 07270 -AIR BARRIERS A. Air Barrier (Typical): Typar or Barrier, fiber reinforced building wrap. 1. Tape: 3M Contractor Sheathing Tape #8086. B. Air Barrier (at Masonry Walls): No. 15 asphalt felt. C. Installation: Install over exterior sheathing, lap 2 inches. Tape all edges at fiber reinforced building wrap. Diagonal cut at all openings, fold back into opening and secure in accordance with manufacturer's recommendations. SECTION 07540 - THERMOPLASTIC MEMBRANE ROOFING A. Submittals 1. Manufacturer's information on materials and step-by-step application procedures. 2. Shop Drawings showing details of installation. B. Quality Assurance 1. Qualifications: Applicator shall have a minimum of 5 years experience installing roofing of type specified and be certified, in writing, by roofing materials manufacturer. Division 7 -3 DIVISION 7 ADDITIONS & RENOVATIONS THERMAL AND IMMACULATE CONCEPTION PARISH MOISTURE PROTECTION ARLINGTON, WA 2. Pre-installation Conference: Arrange and participate in a coordination meeting to be attended by all installers and material manufacturers' representatives involved in the Work specified and in related Sections to review and prepare written step-by-step application procedure, including a written detailed Statement of Work and Shop Drawings for a complete thermoplastic membrane roofing system. C_ Warranty 1. Roofing system shall be warranted by the manufacturer to be watertight and weatherproof for a minimum of 20 years from date of acceptance. 2. Roofing assembly shall be warranted by the Contractor to be watertight and weatherproof for a period of 5 years from date of acceptance. D. Materials 1. Membrane: Sarnafil, Inc., Sarnafast (Mechanically Attached) S327, polyester reinforced thermoplastic membrane with lacquer coating, 48 mil thickness. Provide grey membrane color at eave conditions and bronze colored membrane over metal flashing at metal edge. 2. Flashing: a. Wall/Curb Flashing: Sarnafil S327 polyester reinforced membrane. b. Perimeter Edge Flashing: Sarnaclad, PVC-coated, heat-weldable, galvanized sheet metal, 25 gage, with unsupported 20 mil Sarnafil membrane welded to one side. C. Miscellaneous Flashing: Sarnaflash, prefabricated expansion joint cover made from Sarnafil membrane, designed to accommodate movement of expansion gaps from 1 inch to 4-1/2 inches across. d. Vent Stacks, Pipes, Drains, and Corners: Prefabricated pipe boots and inside and outside corners provided by manufacturer. 3. Adhesive: Sarnacol 2170, solvent based. 4. Sealant: As recommended by membrane manufacturer. 5. Insulation: Sarnatherm rigid isocyanurate foam with black mat facers, thickness as shown. 6. Walkway Protection: Sarnatred, polyester reinforced, 96 mil, weldable membrane with surface embossment. 7. Mechanical Fasteners: Manufacturer's standard, type and fastener lengths as required. 8. Edge Metal Systems: Sarnaclad Metal Edge, install in accordance with manufacturer's standard details. 9. Vapor Retarder: Sarnavap-10, 10 mil thick polyethylene. Division 7 -4 ADDITIONS & RENOVATIONS DIVISION 7 IMMACULATE CONCEPTION PARISH THERMAL AND ARLINGTON, WA MOISTURE PROTECTION E. Installation 1. Install materials in accordance with manufacturer's instructions, reviewed Shop Drawings, detailed Specifications, and step-by-step application procedures. 2. Vapor Retarder: Install in accordance with membrane manufacturer's instructions with all side and end joints, penetrations, and terminations sealed. 3. Insulation: a. Install boards with the longest dimension perpendicular to the direction of the membrane seams and with end joints staggered. Butt boards as closely as possible with no gaps over 1/4-inch. b. Mechanically attach boards. Employ fastener pattern and spacing in accordance with approved submittals. 4. Membrane: a. Loosely lay membrane over roof deck and allow to relax 30 minutes minimum before bonding, splicing or attaching. b. Bond, splice and attach in accordance with membrane manufacturer's instructions. Neatly fit all joints and miters. C. Flash at building wall and at all penetrations through membrane in accordance with manufacturer's recommendations. d. Finish in 1 day's operation, application of all membrane roofing to a line of termination at end of day's Work. 5. Roof Drains and Flashing: Install in accordance with manufacturer's installation instructions. F. Completion Each Day: Expedite installation so that Work started in any particular area will result in fully completed and protected roof system at end of the same Work day. Roofing that has not been fully completed in one workday will not be acceptable. G. Cleaning: Remove excess roofing and debris, and leave premises in acceptable condition. SECTION 07600 - FLASHING AND SHEET METAL A. Comply with UBC, Chapters 14 and 15, and SMACNA "Architectural Sheet Metal Manual." B. Sheet Metal: Galvanized steel sheet conforming with ASTM A 525, with baked enamel finish, color as selected. C. Provide continuous, roll-formed, factory finished shapes as shown. Provide all accessories, hangers, brackets, fasteners, and sealants for a complete watertight installation. Division 7 -5 DIVISION 7 ADDITIONS & RENOVATIONS THERMAL AND IMMACULATE CONCEPTION PARISH MOISTURE PROTECTION ARLINGTON, WA D. Provide factory finished scuppers and round downspouts as shown. Provide accessories, hangers, brackets, supports, and sealants for a complete watertight system. Connect downspouts to storm drainage system. Support downspouts at top and bottom and at 5 feet on center. E. Provide "peel and stick" self-adhering flashing (SAF) as shown on Drawings. SECTION 07840 - FIRESTOPPING A. Provide firestopping Work at all openings in fire-rated floors and wall assemblies, both blank (empty) and those accommodating cables, conduits, pipes, ducts, and similar items as shown, specified, and required. B Coordinate Work of this Section with the Work of related Sections to maintain hourly ratings of walls, partitions, floors, and ceilings. C. Manufacturers: Specified Technologies, Inc.; Dow Corning Corporation; 3M Fire Protection Products; or approved. All firestopping materials shall be products of one manufacturer to the maximum extent possible. Specified Technologies, Inc. (STI) products are specified as a standard of quality, function, and appearance. D. Materials: 1. Firestop Mortar: STI SpecSeal Mortar. 2. Firestop Sealants and Calking: STI SpecSeal Sealant. 3. Firestop Putty: STI SpecSeal Firestop Putty Bars and Pads. 4. Firestop Collars: STI SpecSeal Firestop Collars. 5. Wrap Strip Strips: STI SpecSeal WrapStrip. 6. Forming and Damming Materials: Mineral fiberboard or other type recommended by firestop manufacturer. E. Installation: 1. General: Install materials where shown, as specified, and in accordance with manufacturer's instructions. Install insulation after all piping and wiring have been installed, inspected, and approved. 2. Coordinate with other Sections to assure that all pipe, conduit, cable, and other items which penetrate fire rated assemblies have been permanently installed prior to installation of firestopping. Schedule and sequence Work to assure that all partitions and other construction which would conceal penetrations are not erected prior to installation of firestopping. 3. Forming and Damming Materials: Clean substrates of dirt, dust, grease, oil, loose material, or other matter. Install in accordance with manufacturer's instructions leaving no voids. 4. Firestopping: Mix and apply in accordance with manufacturer's instructions. Apply in thickness as required for system specifications. 5. Ensure that compound is in contact with all surfaces and that entire opening is filled with firestopping compound. Division 7 -6 ADDITIONS & RENOVATIONS DIVISION 7 IMMACULATE CONCEPTION PARISH THERMAL AND ARLINGTON, WA MOISTURE PROTECTION F. Cleaning: 1. Remove spilled and excess materials adjacent to firestopping without damaging adjacent surfaces. 2. Leave finished Work in neat, clean condition with no evidence of spillovers or damage to adjacent surfaces. G. Protection: Where firestopping is installed at locations which will remain exposed in the completed Work, provide protection as necessary to prevent damage to adjacent surfaces and finishes, and protect as necessary against damage from other construction activities. SECTION 07920 - JOINT SEALANTS A. Comply with SWI "Sealants: The Professionals' Guide." B. Provide exterior and interior calking and sealing of joints as required to seal perimeters of all openings in walls, and as required to weatherproof the building. Provide calking and sealing wherever required to prevent.light leakage and sound penetration, as well as moisture intrusion. C. Exterior Sealant: Polyurethane elastomeric sealant meeting Fed. Spec. TT-S-230, Vulkem No. 116 Polyurethane Sealant, or equal. Silicone sealant at Contractor's option. D. Interior Sealant: Acrylic-latex water-base sealant, Chem-Calk 600, or equal. E. Sanitary Sealant: Mildew-resistant silicone rubber sealant, General Electric "Sanitary Sealant," or equal. END OF DIVISION 7 Division 7 -7 ADDITIONS & RENOVATIONS DIVISION 8 IMMACULATE CONCEPTION PARISH DOORS AND WINDOWS ARLINGTON, WA DIVISION 8 DOORS AND WINDOWS SECTION 08110 - METAL DOORS AND FRAMES A. Comply with UBC, Chapters 10 and 7, and Steel Door Institute Publication SDI 100 "Standard Steel Doors and Frames." B. Doors: Comply with SDI 100 for flush series, insulating core, Level 2, Heavy-duty, Model 1, 18 gage minimum, full flush construction. Factory baked on enamel primer. C. Door and Borrowed Light Frames: Comply with SDI 100 for Level 2, One-piece, welded, or knocked down frames, 16 gage minimum with integral stops, jambs and trim. Provide 3/4 hour rating at borrowed light frames and door sidelight frames as required. D. Hardware: Comply with SDI 107. Furnished as specified in Section 08700. SECTION 08210 -WOOD DOORS A. Pre-finished doors manufactured by Weyerhaeuser Company, Algoma Hardwoods, Inc., Sauder Door Company, Vancouver Door Company, will be acceptable subject to conformance with specified requirements. B. Provide Custom Grade solid-core flush doors as shown. Provide rated doors where scheduled. C. Provide doors factory pre-finished, and prepared for hardware specified in Section 08700. D. Door Faces: White oak, plain sliced, suitable for transparent finish. E. Edge Bands: Match door faces at non-rated doors and fire-rated doors. F. Provide wood door and relite frames to match doors. SECTION 08310 -ACCESS DOORS AND PANELS A. Access Doors: 1. Manufacturer: Inryco/Milcor, or approved. 2. Wall Access Doors: a. Fire Rated: 60 minute at rated partitions. b. Flush Panel for Gypsum Board: Style DW. C. Sizes: Minimum 12 inches square for single valves, minimum 18 inches square for groups of valves. Division 8 - 1 DIVISION 8 ADDITIONS & RENOVATIONS DOORS AND WINDOWS IMMACULATE CONCEPTION PARISH ARLINGTON, WA 3. Ceiling Access Doors: a. Fire Resistive for Gypsum Board: Style ATR. b. Flush Panel for Gypsum Board: Style DW. C. Recessed Panel for Acoustical Ceilings: Style AT. d. Sizes: Minimum 24 inches square. 4. Hardware: Manufacturer's standard with flush, key operated cam locks. 5 Finishes: Manufacturer's standard factory applied baked enamel primer. B. Verify that openings to receive access doors are satisfactory for their installation. C. Install access doors, including associated accessories, and joint sealers in accordance with manufacturers' instructions. D. Coordinate access door sizes and locations with Divisions 15 and 16. SECTION 08400 - ENTRANCES AND STOREFRONTS A. Submittals: Shop Drawings showing sections of typical members, details of accessories, and installation details. B. Storefront System: Kawneer Company, Inc., "Tri-Fab 451", 2 inch by 4-1/2 inch framing members for 1 inch insulating glass. C. Entrance Doors: Kawneer Company, Inc., "350" Medium Stile. D. Finishes: Medium bronze anodized- E. Hardware: Manufacturer's standard. 1. Closers: Concealed, overhead type. 2. Locks: Adams-Rite, maximum security lock, keyed as directed. 3. Push-Pull: Horizontal tube. F. Glazing: High Performance, Low E insulating glass, both panes tempered. Glass and glazing shall conform with applicable requirements of UBC Chapter 24. G. Furnish 10 year warranty on insulation seal for insulating glass units. H. Install systems under direct supervision of trained manufacturer's representative and in accordance with manufacturer's instructions and reviewed Shop Drawings. I. Adjust entrance components to operate smoothly in accordance with manufacturer's instructions and to meet specified performance requirements when closed. Division 8 - 2 ADDITIONS & RENOVATIONS DIVISION 8 IMMACULATE CONCEPTION PARISH DOORS AND WINDOWS ARLINGTON, WA SECTION 08520 -ALUMINUM WINDOWS A. Comply with ANSI/AAMA 302.1, "Specifications for Aluminum Prime Windows", and NFRC 100-93 for"U" Value. Provide AAMA certified windows. B. Submittals: Shop Drawings and Product Data required. C. Windows (BASE BID): Milgard Manufacturing, Inc., 920 and 1120 Series; or equal; thermally broken, nail-on flanged aluminum window system. Types as shown, complete with neoprene or vinyl glazing gaskets and snap-in glazing beads or stops and finish sash hardware. 1. Glazing: Manufacturer's standard High Performance, Low E, 3/4 inch insulating glass units to match existing building. 2. Finish: Medium bronze anodized. 3. Provide integral sill flashing and removable insect screens. D. Windows (ALTERNATE NO. 1): SUBSTITUTE Euroline, Tilt/Turn, Euro '92 Golden Line Series, nail-on flanged steel reinforced vinyl window system, FOR (BASE BID) aluminum windows specified. Types as shown, complete with neoprene or vinyl glazing gaskets and snap-in glazing beads or stops and finish sash hardware. 1. Glazing: Manufacturer's standard High Performance, Low E, insulating glass units to match existing building. 2. Finish: Acrylic foil laminate to match medium bronze anodized units. 3. Warranty: Manufacturer's standard 15 year warranty. 4. Provide removable integral exterior insect screens. E. Furnish 10 year warranty on insulation seal for insulating glass units. F. Operating windows shall be closed and locked during installation. Install windows level, plumb, and square, in accordance with window manufacturer's installation instructions. SECTION 08700 - HARDWARE A. Comply with UBC, Chapter 10. B. Manufacturers: Each hardware item is followed by the model number of the first manufacturer listed for the item. 1. Hinges: Hager, Lawrence Brothers, McKinney. 2. Locksets and Latchsets: Corbin/Russwin unless otherwise noted, with 2-3/4 inch backset. 3. Closers: LCN, Norton, Sargent. 4. Stops: Ives, Glynn-Johnson. 5. Push and Pull Plates: Ives, Glynn-Johnson. 6. Thresholds: Pemko, Zero, Wooster. 7. Weatherstripping: Pemko, Zero. C. Finishes: US 26D Dull Chrome, and Satin Aluminum. Division 8 - 3 DIVISION 8 ADDITIONS & RENOVATIONS DOORS AND WINDOWS IMMACULATE CONCEPTION PARISH ARLINGTON, WA SECTION 08800 - GLAZING D. Regulatory Requirements: Glass and glazing shall conform with applicable requirements of UBC Chapter 24. E Glass: 1. Glass types specified are products of LOF Libbey-Owens-Ford Company unless otherwise specified. 2. Type GL-1: Single pane, clear float, 1/4 inch thick. 3. Type GL-2: Single pane, clear float, 1/4 inch thick, tempered. 4. Type GL-3: Technical Glass Products, wire glass, 1/4 inch thick clear polished glass with 24 gage 1 inch square wire reinforcement, square pattern. 5. Type GL-4: 3/4 inch thick, Low E, insulated glass to match existing church. 6. Type GL-5: Laminated glass, two Res of clear float with PVB interlayer. END OF DIVISION 8 Division 8 - 4 ADDITIONS & RENOVATIONS DIVISION 9 IMMACULATE CONCEPTION PARISH FINISHES ARLINGTON, WA DIVISION 9 FINISHES SECTION 09110 - NON-LOAD BEARING WALL FRAMING A. Comply with recommendations of Metal Lath/Steel Framing Association (MLSFA) "Specifications for Metal Lath and Furring." B. Materials: 1. Metal Studs: 25 gage minimum galvanized steel, non- bearing, with punched webs and perforated flanges to receive screws. 2. Wide Flange Studs: 16 gage steel, with punched webs and perforated flanges to receive screws; paint with rust inhibitive primer. 3. Runner Tracks: 16 gage galvanized steel, un-punched. 4. Backing Plates: Steel sheet or plate of gages or thickness required or scheduled, galvanized or painted with rust inhibitive primer. 5. Channels: 16 gage steel, 3/4 inch furring channels and 1-1/2 inch runner channels, painted. 6. Fasteners: To suit stud, track, or channel gage. a. Sheet Metal Screws: b. 3/8 inch Type S pan head for fastening 25 gage material. C. 1/2 inch Type S-16 pan head cadmium plated for fastening wide flange studs to door frame clips, and similar 16 gage material. d. Powder-Actuated Devices: 1/4 inch diameter with 1-1/2 inch concrete penetration as specified in Section 05500. e. Concrete Nails: Case hardened stub nails 3/4 inch long. 7. Wire: a. 18 gage soft annealed galvanized steel tie wire. b. 10 gage soft annealed galvanized steel hanger wire. C. 8 gage soft annealed galvanized steel hanger wire. 8. Welding Electrodes: AWS low hydrogen type, as required. 9. Miscellaneous Accessories: Manufacturer's standard, suitable for the intended use. C. Installation: 1. Secure studs to runner tracks with sheet metal screws to suit stud gage. 2. Install Work in accordance with applicable requirements of MLSFA, AWS, and ASTM C 754. 3. Limit tolerance for bow and alignment to 1/8 inch in 10 feet. 4. Use wide flange studs at partitions supporting ceramic tile, plywood, at electric panels, backing plates, fire extinguisher cabinets, and free ends of partitions. 5. Use metal studs at interior partition framing supporting gypsum board not requiring wide flange studs. 6. Use wide flange studs at heads and jambs of door frames and at borrowed light openings. Stiffen as shown. Division 9 - 1 DIVISION 9 ADDITIONS & RENOVATIONS FINISHES IMMACULATE CONCEPTION PARISH ARLINGTON, WA 7. Furred Spaces: Provide metal furring as shown. Fasten at top and bottom. Fasten furring brackets to concrete with powder actuated devices. 8. Partition Stiffeners: Provide horizontal furring channel stiffeners at 5 foot centers maximum vertically at all metal studs in interior partitions. 9. Provide backing plates as required, of sufficient length to fasten each end to metal framing. Provide backing plate support for each point of fastening of any unit to be anchored. 10. Fasten runner tracks at 2 foot intervals and 6 inches from ends. a. To Concrete Slab: With powder actuated devices. b. To Steel Framing: By welding. C. To Wood Framing: With concrete nails. 11. Secure studs to runner tracks with sheet metal screws to suit stud gage. 12. Provide welded, bolted, or screwed connections as shown or required. 13. Partition Bracing: For partitions exceeding 10 feet in length provide two 10 gage wires, one each way perpendicular to plane of partition, at 10 foot centers maximum. Splay at 45 degrees vertically. 14. Install accessories and miscellaneous specialties to plumb, true, and level lines, including other materials furnished and located as part of the Work of other Sections. 15. Ceiling Furring: a. Space hanger wires at 4 feet maximum centers connected to wood framing with 3/8 inch by 3 inch long tie wire screw eyes. Space runner channels at 4 foot centers and saddle tie hanger wire top and bottom with 2 loops secured with no less than 3 turns around itself. b. Provide hangers within 6 inches of ends of runner channels. Provide runner channels within 6 inches of walls and partitions to support ends of metal furring. C. Lay out runner channels transverse to direction of joists where spacings permit. 1) Space metal furring for gypsum board at 16 inch centers. Saddle tie to runner channels with 2 loops of tie wire secured with no less than 3 turns around itself. SECTION 09200 - LATH AND PLASTER A. Comply with UBC, Chapters 7 and 25, and ANSI Specifications A42.2 and A42.3. B. Metal Lath: Expanded type, 3.4 pounds per square yard. C. Wire Fabric: 1-1/2 inch mesh, 17 gage, self-furred. Weight 1.42 pounds per square yard. D. Felt: Fortifiber Corporation, Super Jumbo-Tex 60 Minute; or approved, FS UU-B- 790a, Style 2 Grade D/60 minute, asphalt saturated paper. E. Slip Sheet: FS UU-B-790a, Style 2 Grade D/30 minute, asphalt saturated paper. F. Fasteners: Of materials, types, and sizes as recommended by manufacturer. Division 9 - 2 ADDITIONS &RENOVATIONS DIVISION 9 IMMACULATE CONCEPTION PARISH FINISHES ARLINGTON, WA G. Plastering Materials: 1. Cement Plaster: Portland Cement: ASTM C 150, Type II. 2. Admixtures (for Cement Plaster): a. Fiber: Nycon, Inc., Con-Trol; or approved, alkali resistant, 100 percent Nylon 6 monofilament, '/2 inch lengths. b. No other admixtures shall be allowed, unless accepted in writing. 3. Finish Coat: Factory-mixed, 100 percent pure acrylic based with sandblast finish, and integral color as selected from manufacturer's standards. H. Accessories: 1. Materials: Plastic Components, Surfaces & Systems, Inc., Bellevue, WA, (206) 643-8388, PVC, sizes and dimensions to provide required plaster thickness. 2. Types: Industry standards suitable for the intended use. Provide as shown and as required for a complete installation. I. Mixes: 1. Cement Plaster: Conform to requirements of ASTM C 926. 2. Fiber: 1 lb per cubic yard of cement mix. Mix fiber in accordance with manufacturer's instructions. Do not add fiber to finish coat. J. Installation: 1. General: Apply materials in accordance with manufacturer's recommendations and as shown and specified. 2. Felt: Apply felt with each course overlapping lower course by 3 inches minimum, with 8 inch side laps shingled. Felts shall be smooth, free from wrinkles or tears. No fasteners shall be exposed to weather. Apply extra layer of felt at all internal and external corners. Shingle felts with all drip screeds and casing beads. 3. Slip Sheet: Apply over felt with 2 inch horizontal lap and 4 inch vertical lap, shingled. Slip sheets shall be smooth, free from wrinkles or tears. Use minimum fastening to hold in place, with no fasteners exposed to weather. 4. Wire Fabric: Apply over slip sheet. Maintain 4 inch laps at all edges with overlaps shingled. Reinforce all internal corners with additional layer of wire fabric a minimum of 9 inches in both directions. Where mesh turns external corners, provide minimum 6 inch lap if splice occurs near corner. Furr wire fabric and interlock at overlaps. Points of attachment shall be at furring crimps. 5. Accessories: Install all accessories in a manner that does not damage felt membrane or wire fabric. Install accessories that occur at edges of felt membrane in a manner to insure shingling action. Miter all corners. 6. Plastering: a. General: Work only with clean tools and equipment. Apply no plaster when air temperature exceeds 80 degrees F or falls below 40 degrees F. Trowel apply all Work. Machine applied Work shall not be allowed. b. Scratch Coat: Work plaster well into mesh to insure full and total keying. Apply to minimum thickness of 3/8 inch. Score horizontally only. Do not apply more material than can be covered in the same working day with the brown coat. Division 9 - 3 DIVISION 9 ADDITIONS & RENOVATIONS FINISHES IMMACULATE CONCEPTION PARISH ARLINGTON, WA C. Brown Coat: Apply over scratch coat in a doubling back operation after scratch coat has sufficiently set to provide a proper key and support for the brown coat. Brown coat shall be applied in the same working day as scratch coat. In unusual conditions, brown coat may be applied as late as 12 hours after scratch coat, but no later. Dry rod all surfaces to true plane with full screed thickness. Make overnight joints on screed lines, or change of plane conditions. d. Curing: 1) Fog spray for a minimum of 72 hours. Do not allow plaster surfaces to dry out in this period. 2) After completion of fog spray, allow scratch and brown coat to cure for 7 days minimum. e. Finish Coat: 1) One day prior to application of finish coat, clean off brown coat, using high pressure hose stream. 2) Check for dry spots and fog spray as required to handle suction. 3) Apply finish coat with finish and integral color as selected. Minimum thickness 1/8 inch. Apply finish coat.over all accessories. Insure that application of finish coat does not interfere with drip screed operation. Follow manufacturer's printed instructions. f. Total thickness of finished plaster Work, 7/8 inch. K. Upon completion, point-up plaster around trim and other locations where plaster meets dissimilar materials. L. Cut out and patch defective and damaged plaster. SECTION 09250 - GYPSUM BOARD A. Comply with UBC, Chapter 7 and 25, and Gypsum Association GA 216 "Recommended Specifications for the Application and Finishing of Gypsum Board." B. Gypsum Board: ASTM C 36. 1. Type X, at all walls, ceilings, and interior partitions where gypsum board is scheduled. Thickness, 5/8 inch. C. Accessories: Provide manufacturer's metal trim, taping, and finishing materials. Provide metal corner bead for all external corners and edge trim for all exposed edges. Provide PVC trim at windows. D. Fasteners: Type S, bugle head, sizes as recommended by manufacturer. Length such that penetration through metal supporting member shall be 1/4 inch minimum and 1/2 inch maximum. E. Install materials in accordance with Gypsum Association GA 216, manufacturer's instructions, requirements of regulatory agencies, and as shown. Division 9 -4 ADDITIONS & RENOVATIONS DIVISION 9 IMMACULATE CONCEPTION PARISH FINISHES ARLINGTON, WA F. At gypsum board ceilings, apply gypsum board first to ceilings and then to partitions. Joints on opposite sides of same partition shall occur on different studs. Install gypsum board in moderate contact, not forced into place. G. Finishing: 1. Provide taping and finishing using proper hand tools such as broad knives or trowels with straight and true edges or mechanical tools designed for this purpose. 2. Seal all screw heads at WR board using waterproof sealer. 3. Apply joint compound at all joints, and metal trim in accordance with GA 216. 4. Reinforce all joints, corner beads and metal trim with tape. Center all tape on joint and seat in joint compound. Apply skim coat to cover tape. Allow tape to dry before second coat is applied. 5. Apply second coat of joint compound over embedding coat, cover tape and feather 2 inches beyond edges leaving joint flush. 6. When second coat is dry apply third thin coat of finishing compound feathered 2 inches beyond second coat. 7. Finish all nail, screw depressions, gouges, and scratches with 2 coats of joint compound. Leave surface of gypsum board flush and even. 8. Sand finish coat when dry to leave surface flush, smooth, and ready for painting specified in section 09900. H. With final application of joint compound and sanding, leave gypsum board surfaces uniformly smooth to comply with Northwest Wall and Ceiling Bureau Finish Level 4. Provide light dash texture finish for all exposed gypsum board. SECTION 09300 - TILE A. Comply with TCA Handbook for Ceramic Tile Installation, and ANSI Specifications A137.1, A108.4, and A108.5. B. Tile: ANSI 137.1, Standard Grade, Daltile Corporation, patterns and colors as scheduled. 1. Floors and Base: 2. Walls: C. Trim: Provide trim units, including bases, of same pattern and color as wall the where wall the is provided, otherwise of same pattern and color as floor tile. Unless specified otherwise, internal corners shall be square, and external corners bullnosed, all factory made. Include bases, caps, stops, returns, trimmers and special shapes required to produce complete, neatly finished installation. Division 9 - 5 DIVISION 9 ADDITIONS & RENOVATIONS FINISHES IMMACULATE CONCEPTION PARISH ARLINGTON, WA D. Cementitious Backer Board: Georgia-Pacific Corporation Dens-Shield, or approved, glass mesh mortar units, Type X, 5/8 inch thick, 48 inch width by lengths as required to minimize joints. E. Mortar: Latex-Portland cement mortar, ANSI 118.4. F. Grout: Manufactured white grout. G. Install cementitious backer board at wall tile areas in accordance with manufacturer's instructions so that tile is applied to the coated grey side of the board. 1. Provide appropriate blocking, headers, or similar support for fixtures and accessories. 2. Fasten to framing with corrosion resistant screws. Drive fasteners flush with surface, do not countersink. 3. Apply glass mesh tape over joints, embed with setting material used to set tiles. H General: Install tile and cure installation in accordance with requirements of referenced ANSI Specifications, TCA methods, and as shown and specified. I. Floors: Install tile where scheduled in conformance with TCA Method F113, on plain, clean concrete, in conformance with ANSI A108.5. J. Walls: Install tile in conformance with TCA Method W244, over cementitious backer board, in conformance with ANSI A108.5. K. Workmanship, Cutting and Fitting: 1. Center and balance areas of tile within spaces to receive tile. 2. Smooth cut edges. Install tile without jagged or flaked edges. 3. Fit tile closely where edges will be covered by trim, escutcheons or similar devices. 4. Maintain heights of tilework in full courses to nearest obtainable dimension where heights are shown and are not required to fill spaces exactly. 5. Install tile with corners flush and level with corners of adjacent tile. 6. Keep all joint lines straight and of even width, including miters. 7. Finish floor and wall areas level, plumb with no variations exceeding 1/8 inch in 8 feet. 8. Install accessories evenly spaced, properly centered with tile joints, level, plumb, and true to proper projection. L. Grouting: 1. Use care when grouting glazed tiles to prevent scratching or damaging surface of tile. 2. Force a maximum amount of grout into joints. Finish cushion edge tile evenly to depth of cushion. Finish square-edge the flush with surface of tile. 3. Finished grout joints shall be uniform in color, smooth, and without pinholes, voids, or low spots. Division 9 - 6 ADDITIONS & RENOVATIONS DIVISION 9 IMMACULATE CONCEPTION PARISH FINISHES ARLINGTON, WA M. Cleaning: 1. After grout has set, sponge and wash tiles, and polish with clean dry terry cloth or similar pad. 2. Cover the floor with heavy duty, non-staining construction paper. Prohibit all foot and wheeled traffic from using tile floors for 7 days. SECTION 09510 -ACOUSTICAL CEILINGS A. Submittals: Shop Drawings including layout of suspension system, locations and dimensions of access doors, and other items to be installed in suspended ceilings. B. Suspension System: Armstrong, Prelude; or approved; direct hung, electrogalvanized, 15/16 inch exposed T, with low sheen satin white enamel finish. C. Acoustical Panels: Armstrong, Cortega, Second-Look II, 24" x 48" x 3/4", angled tegular edge lay-in. NRC range 0.50 - 0.60. D. Install in accordance with manufacturers recommendations, ASTM C 636, and reviewed Shop Drawings. E. Seismic Restraints: Install in strict accordance with UBC Standard 25-2, 1997 Edition requirements. 1. Spacing: a. For areas less than 96 square feet with no dimension exceeding 12 feet, no bracing required. b. For areas less than 96 square feet with a dimension exceeding 12 feet, provide bracing. C. For areas greater than 96 square feet provide 2 or more as required. 96 square feet maximum per brace. d. Maximum spacing 8 feet by 12 feet. e. Maximum distance from walls: Not more than 'h the bracing spacing in the direction perpendicular to the plane of the wall. 2. Seismic Wires: Four 12 gage galvanized steel wires splayed at 45 degrees vertically and spaced at 90 degrees to each other horizontally. Attach to ceiling support members within 2 inches of compression struts. 3. Compression Struts: Steel section with L/R ratio of 200 maximum. Attach to overhead structure and ceiling support members with fasteners approved by regulatory agencies and as appropriate. Provide at seismic wire locations. Compression struts shall not replace hanger wires. 4. Provide seismic wire supports at diagonal opposite corners of fluorescent light fixtures. F. Finished suspended ceilings shall not deviate from level in excess of 1/8 inch in 12 feet. Division 9 - 7 DIVISION 9 ADDITIONS & RENOVATIONS FINISHES IMMACULATE CONCEPTION PARISH ARLINGTON, WA SECTION 09650 - RESILIENT FLOORING A. Submittals: Samples of resilient tile and resilient sheet flooring. B. Resilient Sheet: Armstrong; Mannington; or approved; colors and patterns as selected. C. Resilient Base: Provide 4 inch cove base at vinyl composition the and 4 inch straight base at areas to receive carpet. Provide premolded external corners in colors to match base material. D. Stair Treads, Risers, Stringers, Landings, and Base: Johnsonite, Synthetic Rubber, colors as selected. E. Reducers: Vinyl, tapered edge style, thickness to suit abutting floor covering material. F. Application Materials: Provide crack filler, leveling compound, primer, and adhesives as required and as recommended by floor covering manufacturer. G. Installation: 1. Fill cracks more than 1/16 inch wide, and depressions, with crack filler. Fill and thoroughly sand edge and end joints. Lightly sand any surface roughness around fasteners. 2. Apply application materials in accordance with manufacturer's instructions. Ensure that adhesives and patch compounds are kept at a minimum 70 degrees for 48 hours prior to installation. 3. Resilient Sheet: Lay out to minimize seams. Double cut all seams. Make seams under center of doors. Do not run seams through door openings. Provide fillet strip to form self-cove at base at all resilient sheet flooring. Trim top edge of self-cove base with metal "J" mold. 4. Roll resilient floors with a 75 or 100 pound roller. Roll floor in both directions. 5. Resilient Base: Install around perimeters of rooms and spaces shown and in toe spaces of casework. Use longest lengths practical to minimize number of joints. Firmly adhere resilient base materials to walls and permanent fixtures. Scribe and fit bases accurately to abutting surfaces. 6. Provide reducers wherever resilient flooring terminates at an opening or where there is an unprotected edge. H. Clean and polish resilient flooring materials as recommended by manufacturer's. Division 9 - 8 ADDITIONS & RENOVATIONS DIVISION 9 IMMACULATE CONCEPTION PARISH FINISHES ARLINGTON, WA SECTION 09680 - CARPET A. Shop Drawings: Show location of seams, method of joining seams, direction of carpet, type of adhesive, method of integrating edge strips with carpet, and installation procedures. B. Carpet: Shaw/Stratten or Blue Ridge; colors and patterns as selected. C. Adhesive: As recommended by carpet manufacturer. D Prior to start of Work inspect all surfaces, verify that surfaces are clean, dry, sound, level, and free from oil, grease, wax or other foreign matter that would impair installation. E. Fill cracks more than 1/16 inch wide, and depressions, with crack filler. Fill and thoroughly sand edge and end joints. Lightly sand any surface roughness around fasteners. F. Install carpet within allowable temperature range recommended by manufacturer. G. Adhesive: 1. Apply uniformly in accordance with manufacturer's instructions. 2. Apply only to that amount of area that can be covered by carpet within the recommended working time of adhesive. 3. Do not soil walls, bases, or adjacent areas. 4. Promptly remove spillage. H. Carpet: 1. Install in accordance with seaming plans and manufacturer's instructions. 2. Fit neatly into breaks and recesses, against bases, around penetrations, under thresholds, and around permanent cabinets and equipment. 3. Seal all seams with latex seam sealing compound. 4. Broom or roll to remove air bubbles and insure bond. 5. Install edge strips where carpet adjoins resilient flooring. I. Remove spots and smears of cement from carpet immediately with solvent. J. Remove rubbish, wrapping paper, selvage, and scraps less than 2 feet square or less than 8 inches in least dimension. K. Upon completion, vacuum with commercial beater bar type vacuum cleaner. Protect from soiling and damage until acceptance by Owner. L. After each area of carpet has been installed, protect from soiling and damage until acceptance by Owner. Division 9 - 9 DIVISION 9 ADDITIONS & RENOVATIONS FINISHES IMMACULATE CONCEPTION PARISH ARLINGTON, WA SECTION 09900 - PAINTS AND COATINGS A. Surfaces Not to be Painted: Materials with factory applied finish, hardware, finished metals, glass, plastic laminate, tile, resilient flooring, lighting fixtures, Code-Required labels. B. Unless otherwise shown or specified paint all surfaces exposed in the finished Work. C. Comply with quality standards of Architectural Specification Manual (ASM), published by Specification Services, Inc., Seattle WA 98134, Architect is Specifying Authority. Inspection and Warranty are not required. D. Submittals: Color chips and sample brush-outs. E. Extra Materials: Furnish 1 gallon of each paint type and color used. F. Acceptable Manufacturers: Comply with ASM Section 7. G. Paint Systems: 1. Mechanical and Electrical: a. HVAC ducts and uncovered piping in finished spaces: Touch up damaged areas in shop coat with same material. Two coats alkyd satin industrial enamel, first coat thinned 8:1 with mineral spirits. b. Other exposed piping in finished spaces: One coat zinc chromate primer. Two coats finish used for adjacent surfaces. C. Pipe and duct covering: Two coats quick-drying wall sealer. (one coat may be omitted) One coat alkyd flat wall paint. d. Inside of ducts, visible from finished space. One coat black galvanized iron primer. One coat dull black paint. e. Exterior galvanized metal: Clean un-primed surfaces with paint bond solvent. Two coats alkyd semi-gloss enamel. f. Miscellaneous: Finish registers, grilles, exposed conduit, electrical cabinets, and similar items to match adjacent surfaces. 2. Exterior: a. Ferrous metal, (not galvanized): One coat zinc chromate primer. Two coats alkyd semi-gloss enamel. b. Galvanized metal: One coat exterior galvanized primer. Two coats exterior alkyd semi-gloss enamel. Division 9 - 10 ADDITIONS & RENOVATIONS DIVISION 9 IMMACULATE CONCEPTION PARISH FINISHES ARLINGTON, WA 3. Interior: a. Exposed wood: Where paint is scheduled. One coat latex primer. One coat interior low lustre alkyd enamel. b. Gypsum board, typical: Two coats latex primer tinted to match final color. Apply one coat each before and after application of texture coat specified in Section 09250. Two coats interior latex eggshell. C. Interior Metal: One coat latex rust inhibitive primer. One coat latex semi-gloss. d. Unfinished Interior Wood: One coat stain One coat sanding sealer Two coats clear lacquer. e. Gypsum board, epoxy: One coat latex wall primer. Two coats water based catalyzed epoxy. H. Prepare surfaces in accordance with materials manufacturer's recommendations. Clean, remove foreign matter, patch holes, cracks, and imperfections with compound recommended by manufacturer of paint to be applied to these surfaces. Bring all areas to be painted to true, even surfaces. I. Apply materials evenly, free from sags, runs, crawls, holidays, or defects. Mix to proper consistency, brush out smooth, leaving minimum of brush marks; material shall be flowed on. Avoid lapping material on adjacent surfaces. J. Apply paint by brushes, roller, or spray; sheepskin daubers may be used to reach surfaces which are inaccessible to paint brushes. K. Tint all pigmented undercoats to approximately same shade as final coat. Noticeably decrease depth of shade in successive coats. L. Cleaning: On completion carefully clean all glass, hardware, and similar surfaces to remove all misplaced paint and stain spots or spills. Leave Work in condition acceptable to Architect. END OF DIVISION 9 Division,9 - 11 ADDITIONS & RENOVATIONS DIVISION 10 IMMACULATE CONCEPTION PARISH SPECIALTIES ARLINGTON, WA DIVISION 10 SPECIALTIES SECTION 10160 - METAL TOILET COMPARTMENTS A. Submittals: Shop Drawings and manufacturer's data for the following. 1. Materials and construction 2. Type, location, and attachment of accessories. 3. Installation layout and details. 4. Color selections. 5. Maintenance instructions. B. Manufacturers: Products shall be as manufactured by Global Steel Products Corporation, Sanymetal Products Co., Inc., or Weis/Robart Partitions, Inc.. C. Materials: 1. Sheet Steel: Hot-rolled, zinc coated in conformance with ASTM A 526; sheets shall also be mill phosphatized. 2. Reinforcing: Hot-rolled steel. 3. Insulation Core: Manufacturer's standard honeycomb or corrugated Kraft paper, rot and vermin-proof. 4. Hardware, Fittings, Fasteners, and Accessories: Stainless steel, clear anodized aluminum, or chrome plated non-ferrous castings. 5. Paint: Manufacturer's standard baked enamel finish. Color as selected. D. Fabrication: 1. Toilet Compartments: Floor mounted, sizes and locations as shown. 2. Hardware, Fittings, and Fasteners: a. Provide theftproof fasteners for exposed hardware and component connections. b. Conceal operable parts of hinges in door, gravity rising or non-rising spring tension actuated. C. Provide manufacturer's standard latches, with emergency release operation. 3. Accessories: Provide combination coat hook and door bumper in each toilet compartment. E. Installation: 1. Install toilet partitions, hardware, fittings, and accessories in accordance with manufacturer's instructions and reviewed shop drawings. 2. Provide fasteners suitable for attaching to adjacent surfaces. 3. Conceal evidence of drilling in finished Work. 4. Adjust pilaster shoes to fit flush with adjacent surface. Division 10 - 1 DIVISION 10 ADDITIONS & RENOVATIONS SPECIALTIES IMMACULATE CONCEPTION PARISH ARLINGTON, WA F. Adjust hardware for proper operation. Set hinges to hold doors ajar when not latched. G. After completion of installation, clean and polish exposed surfaces, and touch-up minor scratches to match finish. SECTION 10260 -WALL AND CORNER GUARDS A. Submittals: Manufacturer's information on corner guards, fasteners, and installation instructions. B. Surface Mounted Corner Guards: InPro Corporation, IPC 160BN; or approved. 1. High impact vinyl, material shall not peel, chip, or dent. Exposed surfaces shall be smooth. 2. Color as selected from manufacturer's standards. 3. Fasteners: Manufacturer's standard, concealed, corrosion-resistant, of size and length as required for conditions of installation. C. Preparation: Application of wall base and wall finishes shall have been completed, and finishes shall be dry, prior to installation of wall and corner guards. D Installation: 1. General: Install in accordance with manufacturer's instructions and as specified. 2. Corner Guards: Install at locations shown, with bottom edge of corner guards at top of wall base, extending to 4 feet above finish floor. SECTION 10400 - IDENTIFICATION DEVICES A. Submittals: Product Data, Shop Drawings and Samples, and installation details. B. Materials: 1. Garnett AccuBraille; Vomar Products; or approved; unframed 1/8 inch thick non-glare acrylic plaques with 1/4 inch radius at corners. Letter style and color, and plaque color as selected from manufacturer's standards. 2. Provide door, exiting, elevator, and stairway signage in compliance with ADA Standards. Submit schedule for approval by Owner and Architect. 3. Provide building directory at Ground Floor Lobby in coordination with Owner's representative. C. Install interior signs in accordance with manufacturer's instructions and approved submittals. Install in proper relation with adjacent construction and with uniform appearance. Coordinate with work of other Sections. D. Restore damaged finishes. Clean and protect work from damage. Division 10 - 2 ADDITIONS & RENOVATIONS DIVISION 10 IMMACULATE CONCEPTION PARISH SPECIALTIES ARLINGTON, WA SECTION 10520 - FIRE PROTECTION SPECIALTIES A. Fire Extinguisher Cabinets: J.L. Industries, Academy Aluminum 2022620, semi- recessed cabinet with brushed aluminum finish. Size to accommodate 10 lb. ABC extinguisher. B. Fire Extinguishers: J.L. Industries, Cosmic 10E, 4A-60BC, 10 lb capacity. C. Install in accordance with manufacturer's instructions. SECTION 10810 - TOILET ACCESSORIES A. Coordinate Work of this Section with Work of other Sections to assure proper location of cutouts, backing, and recess framing. Furnish templates and printed instructions as required to prepare Work of other Sections to receive Work of this Section. B. Submittals: Provide cut sheets of all toilet accessory items specified, for review. C. Manufacturers: Bobrick Washroom Equipment, Inc.; Bradley Corporation; Gameco; McKinney-Parker; or approved. Bobrick products are specified as a standard of quality, performance, and appearance. D. Materials: 1. Metal: Type 304 satin finish stainless steel, or polished chrome-plated brass. 2. Attachment Devices: Provide backing plates, brackets, and hardware required for a complete installation. Fastening shall be concealed and theftproof when available. 3. Provide locks and furnish minimum of 6 keys for each standard lockable accessory to Owner. 4. Accessory Items: a. Soap Dispensers: Wall Mounted B-40 as shown on Drawings. Owner's product representative may supply. b. Large Paper Towel Dispenser/Waste Receptacle: B-43949 Contura Series, with reusable vinyl liner#368-16. Owner's product representative may supply. C. Seat Cover Dispensers: B-4221 Contura Series, surface mounted. Owner's product representative may supply. d. Toilet Paper Dispensers: B-4288 Contura Series, surface mounted. Owner's product representative may supply. e. Sanitary Napkin Disposal: B-270 Contura Series, surface mounted. f. Stainless Steel Grab Bars: B-6806 Series, sizes as shown on Drawings. Provide with peened grips at shower conditions g. Single Robe Hooks: B-682. h. Mirrors (no shelf): B-290, polished stainless steel frames, sizes as shown. i. Small Paper Towel Dispenser/Receptacle: B-4369 Contura Series. Division 10 - 3 DIVISION 10 ADDITIONS & RENOVATIONS SPECIALTIES IMMACULATE CONCEPTION PARISH ARLINGTON, WA E. Fasten accessories securely with mechanical fasteners recommended by accessory manufacturer. F. Remove protective coatings in accordance with manufacturer's instructions. G. Adjust accessories, as applicable, for smooth operation H. Clean exposed surfaces of accessories in accordance with manufacturer's instructions. END OF DIVISION 10 Division 10 -4 ADDITIONS & RENOVATIONS DIVISION 12 IMMACULATE CONCEPTION PARISH FURNISHINGS ARLINGTON, WA DIVISION 12 FURNISHINGS SECTION 12480 - RUGS AND MATS A. Floor Mats: Pacific Mat Company, AZO All Weather Carpet/Entrance Mat, "Favorite 1700." Color as selected. B. Adhesive: Acrylic base, pressure release type, for semi-permanent installation as recommended by floor mat manufacturer. C. Verify that surfaces to receive mats are satisfactory for their installation. D. Install in accordance with manufacturer's recommendations and as shown. E. Clean in accordance with manufacturer's recommendations. Protect from soil or damage until final acceptance. SECTION 12490 - WINDOW TREATMENTS A. Submittals: Manufacturer's information on materials, components, and installation. B. Horizontal Blinds: Hunter Douglas; Kirsch; Levolor; or approved. 1. Slats: Mini Aluminum 1 inch nominal width, color as selected. 2. Ladders: Braided 100 percent polyester cord design with integrally braided ladder rungs. Color compatible with slats. Maximum spacing 20 mm, approximately 15.2 per foot of drop. 3. Tilt Mechanism: To hold tilt rod, slats, and bottom rail, 7/16" diameter, clear tubular acrylic, ribbed, and detachable without tools. 4. Lifting Mechanism: Crash-proof cord locks with cord separators, braided polyester or nylon lift cords and cord equalizers. 5. Installation brackets and mounting hardware, manufacturer's standard. for installation indicated. C. Fabrication: 1 Fabricate to completely fill openings as indicated, from head-to-sill and jamb-to- jamb. For continuous window wall installation, fabricate units so that ends occur only over mullions or other defined vertical separations unless otherwise indicated. 2. Provide one blind for double mulled windows, three separate blinds at triple mulled windows, and separate blinds where windows are not mulled but separated by jambs. 3. Fasteners: Provide as required to support blind units under normal use conditions. Division 12 - 1 DIVISION 12 ADDITIONS & RENOVATIONS FURNISHINGS IMMACULATE CONCEPTION PARISH ARLINGTON, WA D. Installation: 1. Install blinds in accordance with manufacturer's instructions with units plumb, true, and securely anchored in place with recommended hardware and accessories for smooth easy operation. 2. Provide adequate clearance between blinds and sash to permit complete tilting and raising/lowering operation. 3. Adjust clearances and overlaps to ensure free operation. END OF DIVISION 12 Division 12 - 2 ADDITIONS & RENOVATIONS DIVISION 13 IMMACULATE CONCEPTION PARISH SPECIAL CONSTRUCTION ARLINGTON, WA DIVISION 13 SPECIAL CONSTRUCTION SECTION 13900 - FIRE SUPPRESSION A. Provide new operative wet-pipe automatic sprinkler system, fully alarmed, in new addition and throughout existing church building, as shown and specified, and as required by regulatory agencies having jurisdiction. B. Design Requirements: 1. Coordinate location of fire protection systems to avoid interference with location of ceiling mounted items. Site conditions shall determine actual arrangement of runs, bends, offsets, and similar items. 2. Do not cut structural elements without prior written approval. 3. Take field measurements before fabrication. Lay out overhead piping to obtain maximum head room. C. Submittals: 1. Product Data: Catalog cuts of all materials. 2. Shop Drawings: Submit complete set of Shop Drawings to State Fire Marshal, local authorities having jurisdiction, and obtain approvals prior to fabrication and installation. 3. Furnish all electrical wiring information and requirements in connection with flow switches, tamper switches, and similar items for installation as specified in Division 16. D. Qualifications: Fire Sprinkler Company shall be licensed with the State of Washington as a Fire Sprinkler Contractor. E. Regulatory Requirements: Design and installation shall comply with applicable requirements of NFPA 13, UBC, UFC, UPC, and requirements of local fire authorities having jurisdiction. All equipment shall be UL approved. F. Owner's Instructions: Furnish framed, typewritten instructions, mounted in the building adjacent to the system riser. G. Materials: 1. Provide sprinkler system components including standpipes, backflow preventers, fire department connections, horns, signals, and all required accessories. 2. Pipe and Fittings: Schedule 40 steel with threaded ends meeting NFPA requirements. Division 13 - 1 DIVISION 13 ADDITIONS & RENOVATIONS SPECIAL CONSTRUCTION IMMACULATE CONCEPTION PARISH ARLINGTON, WA 3. Valves: Bronze construction; 2 inch and smaller with bronze bodies and bonnets with screwed ends; 2-1/2 inch and larger with flanged fittings. 4. Sprinkler Heads: Viking; Grinnell; or approved; style as selected or required to match existing. 5. Fire Department Connection: Free-standing polished brass, provide threads which comply with local fire department regulations. g. Hangers and Supports: Comply with NFPA 13. H Fabricate in accordance with NFPA 13, and approved submittals. I. Install materials in accordance with NFPA 13 and approved submittals, in proper relation with adjacent construction and with uniform appearance for exposed Work. Coordinate with Work of other Sections. J. Construction: 1. Interface with Other Work: Coordinate with all other mechanical and electrical systems occupying the same areas. Center ceiling mounted elements in center of ceiling panels as applicable. 2. Conceal piping to the greatest extent practical. 3. Clearly label all valves and components. 4. Maintain indicated fire ratings of walls, partitions, ceiling and floor penetrations. Provide fire stopping to maintain fire ratings. 5. Test all systems for proper operation in accordance with NFPA 13, or as directed. K. Instruct Owner's personnel in proper operation of system. END OF DIVISION 13 Division 13 - 2 - ADDITIONS & RENOVATIONS DIVISION 14 IMMACULATE CONCEPTION PARISH CONVEYING SYSTEMS ARLINGTON, WA l DIVISION 14 f CONVEYING SYSTEMS SECTION 14240 - HYDRAULIC ELEVATORS - A. Summary: 1. Related Sections: a. Pit Ladder, Sill Support, Guide Rail Support: Section 05500. b. Electrical and Telephone Service: Division 16. B. System Description: 1 1. Design Requirements: Materials, fabrication, and installation shall be in conformance with requirements of ANSI A17.1 and ANSI A117.1, and AWS D1.1. C. Submittals: 1. Product Data: Manufacturer's information on materials, fabrication, and installation. 2. Shop Drawings: a. Plans and sections of hoistway, pit, and machinery spaces. b. Details of car, fixtures, entrances, operating devices, visual aids, and structural details. 3. Test and inspection reports. 4. Operation and maintenance data as specified in Section 01770. 5. Copies of written maintenance and service contract. 6. Copies of written special warranty. D. Warranty:. Furnish manufacturer's standard written warranty in excess of 1 year. E. Maintenance: Provide qualified maintenance service consisting of regular bimonthly examinations, adjustments and lubrication of elevator equipment for a period of 1 1 year after elevator has been turned over for Owner's use. F. Elevator: Thyssen Krupp, Fleetwood 21; Otis equivalent; or approved; two-stop pre- engineered oildraulic type. 1. Capacity: 2100 pounds. 2. Speed: 100 feet per minute. 3. Car Platform Size: Maximum 5 '-8"wide by 4'-3" deep. ` t 4. Operation: Duplex selective collective automatic. 5. Car Interior: a. Floor and Base: Resilient tile and stainless steel. b. Walls: Front, sides and rear, plastic laminate covered particle board ` panels, color as selected from manufacturer's standard line. C. Ceiling: Manufacturer's standard with diffused lighting in baked enamel frame. . I Division 14 - 1 �1 DIVISION 14 ADDITIONS & RENOVATIONS CONVEYING SYSTEMS IMMACULATE CONCEPTION PARISH ARLINGTON, WA d. Handrails and Blocking: Provide suitable blocking for manufacturer's 1-1/2 inch diameter stainless steel handrail. 6. Protection Pads: Manufacturer's standard complete with mounting hardware. 7. Car and Hall Doors and Frames: Stainless steel, minimum 14 gage. Sound deaden doors and frames. 8. Telephone and Cabinet: Provide wiring and terminals to point of connection to house phone system, outside the shaft. 9. Hall Buttons: Single push button at each terminal landing. G. Handicapped Requirements: Comply with requirements of ANSI A117.1. H. Operation: 1. Normal: Provide operating device to maintain uninterrupted use of car until landing selected by automatic pushbutton is reached. 2. Emergency: a. Provide in-car control of elevator during emergency operation by means of key-switch in car. b. Provide emergency car lighting and alarm bell employing 12 volt sealed rechargeable battery. C. Provide products of combustion sensors on elevator controller, to receive signals from normally open sensing devices, for lowering elevator to exit floor and to prevent doors from opening where fire is sensed. d. Fire Department Entry and Control: Provide lock box for manual control and call of elevator. Provide common panel for fire department control. Locate as directed by fire department. I. Installation: 1. Install cylinder jack and plunger plumb and true in casing to operate freely with minimum of friction. 2. Provide piping required between pumping unit and cylinder head, complete with necessary fittings and gate valve to maintain and adjust elevator. 3. Install all manufactured items required for complete elevator plant. Comply with AWS D1.1 requirements for structural welding. 4. Provide elevator control system, outlets, lights, switches, devices, raceways, conductors, and connections. 5. Electric power circuits with disconnect switches in Elevator Equipment Room provided as part of Work of Division 16. J. Field Quality Control: 1. Provide personnel, equipment, and instruments required for inspection and testing. 2. Have acceptance inspections required by local authorities performed by enforcing agency. 3. In addition to inspections and tests required by local authorities, perform applicable inspections and tests contained in ANSI A17.2 Part I and Part II. Division 14 - 2 ADDITIONS & RENOVATIONS DIVISION 14 IMMACULATE CONCEPTION PARISH CONVEYING SYSTEMS ARLINGTON, WA K. Adjusting: 1. Adjust equipment to operate within accepted design tolerances. 2. Adjust car leveling devices so car stops within 1/4 inch of finished floor regardless of direction of travel. L. Cleaning: 1. Following completion of installation and adjustment, remove excess materials and debris resulting from elevator Work from premises. 2. Clean machine room and elevator car of dirt, oil, and other foreign matter. M. Demonstration: 1. Demonstrate to Owner that elevator operates in conformance with specification requirements. _ 2. Instruct Owner's designated personnel in proper operation and safety features 1 of elevator equipment. 1 END OF DIVISION 14 1 l I I 1 _ l 1 _.1 Division 14 - 3 ADDITIONS & RENOVATIONS DIVISION 15 IMMACULATE CONCEPTION PARISH MECHANICAL ARLINGTON, WA I DIVISION 15 MECHANICAL SECTION 15010 - BASIC MECHANICAL REQUIREMENTS A. Provide a complete, bidder design, working installation with all required equipment in proper operating condition. Documents do not undertake to show or list every item to be provided. When an item is clearly necessary for proper operation of equipment 1 shown or specified, provide an item which will allow the system to function properly at no increase in Contract Sum. t B. Regulatory Requirements: Nothing in the Drawings or Specifications shall be i construed to permit Work not conforming to applicable laws, ordinances, rules, or regulations. jC. Submittals: 1. Submittals shall be in accordance with Section 01330 and as specified. 2. Forward all submittals together, at one time. Individual or incomplete submittals are not acceptable. 3. Identify each item by manufacturer, brand, trade name, number, size, rating, or whatever other data is necessary to properly identify and review materials and equipment. D. Access Doors: Furnish under this Division where required for access to mechanical items. Access doors shall be in accordance with requirements specified in Section 08310. Deliver access doors for installation under Section 08310. Mark each access door to accurately establish its location. SECTION 15050 - BASIC MECHANICAL MATERIALS AND METHODS A. General: 1. Run all piping concealed in finished areas unless otherwise noted. Arrange piping to avoid interference with light outlets, fixtures, ductwork, and other obstructions. 2. Allow sufficient space for the proper installation of pipe covering. Allow for expansion and contraction of all piping including run-outs, branch takeoffs, hanging and anchoring, and as shown. 3. Valve each removable or replaceable item of equipment. Install all valves completely accessible for service and repair. 4. Install valves with stem horizontal or above the horizontal. Division 15 - 1 ADDITIONS & RENOVATIONS DIVISION 15 IMMACULATE CONCEPTION PARISH MECHANICAL ARLINGTON, WA 5. Provide unions at each pipe connection to equipment and where necessary to disconnect piping for repairs. g Provide suitable hangers for all piping. Provide all anchor bolts required for securing any part of the Work. 7 Provide steel pipe sleeves loors o ough r walls packte co annularrspace uction.w Wherever non-combustible piping passes through material to serve as a fire stop. B. Materials: 1. Steel Pipe: Welded or seamless, ASTM A 120 or ASTM A 53. 2. Unions: Grinnell, Walworth, Kuhns, ground joint malleable type, match pipe in which installed. kham, Walworth, rising stem with union bonnet, rating 125 3, Valves: Crane, Stoc psi wsp minimum. 4. Valves in Copper Tubing: Chase, Mueller, Nibco, with bodies for soldered joint end connection. 5. Copper Tubing and Fittings: a. Manufacturer: Mueller, Chase, Anaconda. b. Tubing: Hard-drawn, Type L and Type K as specified. C. Fittings: Bronze castings or seamless wrought copper, soldering pattern. d. Solder: Tin-antimony 95-5 for all joints, or high temperature silver solder where noted. C. Testing: 1 Water Piping Test by hydrostic sure but not less pressure than 100ps t for aatminimum of 24 hours 1-1/2 times maximum operating pressure, Use , only potable water for testing. 2. Waste, and Vent Piping: Fill with water to highest point in each system with all air removed. 3. Natural Gas Piping: Test with compressed air, 15 psi minimum for 15 minutes duration during which pressure shall not drop over 0.1 psi. 4. Air Supply and Distribution System: Perform operational test, not less than 4 hours duration, prior to commencement of air balancing. 5. Temperature Regulation: At completion of the Work test all temperature regulation equipment under operating service, by HVAC contractor. Following testing and adjusting submit manufacturer's signed certification that equipment has been put in perfect operating order. g. Motor Driven Equrecord amperage,a antd correct tr driven all conditionpment s where motor overlor proper ading Test and record amp g , occurs. Division 15 - 2 i ADDITIONS & RENOVATIONS DIVISION 15 IMMACULATE CONCEPTION PARISH MECHANICAL ARLINGTON, WA SECTION 15080 - MECHANICAL INSULATION A. Insulation, Jacket and Adhesive Materials: CertainTeed, Manville, Owens-Corning, conforming to requirements of NFPA 90A, ASTM C 547, and ASTM E 84. Maximum UL flame spread classification of 25 and smoke developed rating of not more than 150, (25 flame and 50 smoke when used in return air plenums), when tested in accordance with UBC Standard 8-1. B. Pipe Covering: 1. Domestic Water Piping: Premolded phenolic foam, urethane foam, or glass I fiber, 1/2 inch thick for cold water, 1 inch thick for hot water. Provide general purpose vapor barrier jacket on cold water piping. r, C. Duct Insulation: Provide insulation on supply air ducts from outside air louver connection to point of discharge at grille. j SECTION 15400 - PLUMBING FIXTURES AND EQUIPMENT 1 A. Comply with Uniform Building Code and Uniform Plumbing Code. B. Submittals: Shop Drawings and Product Data. C. Utility Connections: Arrange and pay for installation of water, sewer, and gas lines. Coordinate with serving utilities. D. Plumbing Fixtures: Refer to Plumbing Fixture Schedule. Include faucets, traps, stops, and other fixtures, trim and accessories required for complete and finished installation. Provide power assisted toilet fixtures and infrared faucets throughout. Provide auto flush urinals at Main Floor. E. Sanitary Drains: 1. Soil and Waste Piping Above Ground: PVC, ASTM D 2665, Schedule 40. 2. Soil and Waste Piping Below Ground: ABS, ASTM D 2661, Schedule 40, no pipe smaller than 2 inches. F. Domestic Hot and Cold Water Piping and Fittings: 1. Inside Building: Type L hard-drawn copper. 2. Below Ground Under Building: Type K hard-drawn tubing with all joints silver soldered. 3. Air Chamber: Provide at each connection to plumbing fixture, same size as connection. Minimum length 16 inches, except 24 inches at flush valves. Division 15 - 3 DIVISION 15 ADDITIONS & RENOVATIONS MECHANICAL IMMACULATE CONCEPTION PARISH ARLINGTON, WA G. Natural Gas Piping: 1. Pipe: Schedule 40, black steel, for 125 psi, conforming to ASTM A 120. Mill coated with Scotchkote No. 202 hydrozide epoxy resin, or equal. 2. Fittings: Threaded, welded or flanged, compatible with pipe and installation requirements, 125 psi. 3. Field Coating: Field coat all fittings and un-coated pipe, after testing, with Scotchkote No. 302-100 percent solid epoxy, apply in accordance with manufacturer's recommendations. H. Cleanouts: Provide at all locations required to clean piping, including end of main drain, base of all vertical stacks, at crosses, and elsewhere as required by codes and ordinances. Full size of piping served, accessible for use with conventional cleaning equipment. Provide brass lugs, with graphite lubricant on threads. I. Exterior Wall Hydrants: J.R. Smith Series 5510 for walls, recessed box type with bronze working parts, loose key, non-freeze, 3/4 inch size with Nidel vacuum breaker and hose connection. J. Floor Drains: Josam, Zurn, Wade, double drainage type complete with flashings, clamps, and traps. Provide trap primer at each floor drain to maintain water seal. At hot water tanks provide funnel type floor drains. K. Area Drains: Josam, Zurn, J.R. Smith, with bronze strainer and sediment bucket. L. Insulate supply lines with 3/4 inch thick pre-formed foam insulation at unheated spaces, including attics and exterior wall cavities. M. Provide all piping, fittings, valves, and other items for a complete natural gas system. N. Plumbing Fixture Schedule: As noted on Drawings. SECTION 15700 - HEATING, VENTILATING, AND AIR CONDITIONING EQUIPMENT A. Provide design, heat loss/gain calculations, ductwork and equipment layouts and properly sized equipment to meet design criteria. Provide minimum 10 percent reserve capacity. B. Comply with Uniform Building Code, Uniform Mechanical Code, and Uniform Plumbing Code. C. Submittals: Shop Drawings, Product Data, and design and heat loss calculations in compliance with regulatory requirements. D. Heating System: Zoned, thermostat-controlled, automatic forced warm air system, consisting of high efficiency gas fired forced air supply, return, and combustion air ductwork and dampers, piping, grilles, registers, and other materials required for a complete, operating system. Division 15 - 4 ADDITIONS & RENOVA TIONS IMMACULATE CONCEPTION PARISH DIVISION 15 ARLINGTON, WA MECHANICAL E. Controls: Programmable, 7 day solid state thermostat. F. Ductwork: Conform with ASHRAE Guide and Data Book , and SMACNA Duct Manual. Provide galvanized sheet metal, fiberglass ductboa dsor flexible duct. Insu- l ate ductwork at unheatF�d spaces. G. Diffusers, Grilles, and Registers: Aluminum or steel with factory baked enamel finish, color as selected. Coordinate locations with Work of other Sections. END OF DIVISION 15 I I 1 Division 15 - 5 ' i ADDITIONS & RENOVATIONS IMMACULATE CONCEPTION PARISH DIVISION 16 ARLINGTON, WA ELECTRICAL DIVISION 16 ELECTRICAL SECTION 16010 - BASIC ELECTRICAL REQUIR EMENTS A. Provide a complete, bidder design, working installation with all required equipment in proper operating condition. Documents do not undertake to show or list every item to be provided. When an item is clearly necessary for proper operation of equipment j shown or specified, provide an item which will allow the system to function properly at I no increase in Contract Sum. B. Regulatory Requirements: Nothing in the Drawings or Specifications shall be construed to permit Work not conforming to applicable laws, ordinances, rules, or regulations. I C. Submittals: 1. Submittals shall be in accordance with Section 01330 and as specified. 2. Forward all submittals together, at one time. Individual or incomplete I submittals are not acceptable. 3. Identify each item by manufacturer, brand, trade name, number, size, rating, or whatever other data is necessary to properly identify and review materials and equipment. D. Access Doors: Furnish under this Division where required for access to electrical 1 items. Access doors shall be in accordance with requirements specified in Section 08310. Deliver access doors for installation under Section 08310. Mark each access door to accurately establish its location. t SECTION 16050 - BASIC ELECTRICAL MATERIALS AND METHODS IA. Comply with National Electrical Code and with rules and regulations of serving Utility y B. Provide UL listed or labeled equipment and materials for all items which carry UL listings or labels. C. Arrange with serving electrical and telephone utilities to provide their respective services. D. Provide underground service for service size and type shown and specified. E. Provide surface mounted meter base for serving electric utility metering facilities. Division 18 - 1 ADDITIONS & RENOVATIONS DIVISION 16 IMMACULATE CONCEPTION PARISH ELECTRICAL ARLINGTON, WA F. Raceways: 1. Electrical Metallic Tubing (EMT): Above grade, except service entrance risers. Electro-galvanized steel, 0.5 inch minimum size with compression or set screw type couplings and connectors. At outdoor conditions provide rain-tight type steel compression couplings and connectors. 2_ Galvanized Rigid Steel Conduit (GRS): Service entrance elbows and risers. Hot-dipped galvanized with threaded couplings and connectors, 0.75 inch minimum size. 3. Polyvinyl Chloride Conduit (PVC): Below grade, except service entrance elbows and risers. Heavy-wall (Schedule 40), flame-retardant, suitable for use with 90 degree C cable, shall not distort from heat it will encounter, resistant to low temperature and sunlight effects, impact, and crushing, 0.75 inch minimum size. Provide conduit system fittings, couplings and similar items of same manufacture as conduit. 4. Flexible Metal Conduit (FLEX): Final connections to vibrating equipment and for fixture whips. Galvanized steel or aluminum. At wet or damp areas provide liquid tight galvanized steel with suitable outer cover. Minimum length 18 inches, minimum size 0.5 inches. Fixture whips may be 0.375 inches. 5. Provide below grade telephone, computer, alarm, spare, and similar raceways with suitable pull wires or ropes. G. Boxes: 1. Indoor: Standard galvanized steel type. 2. Exterior: Threaded, rigid body type, cast aluminum or galvanized steel. 3. Switch, and Outlet Boxes: Single or ganged to accommodate required number of devices. 4. Junction and Pull Boxes: Sized as required. 5. Alarm System Boxes: In accordance with alarm system requirements. Provide 1/2 inch EMT to accessible location above ceiling. 6. Telephone and Computer Boxes: Single or ganged to accommodate required number of outlets. Provide 1/2 inch EMT to accessible location above ceiling. 7. Switch, outlet, telephone, computer, and similar boxes shall be single or ganged to accommodate required number of devices. Flush mounted boxes shall be minimum 2 gang size, 2 inches deep if containing more than a single device. Provide boxes with plaster rings and proper covers or wall plates. 8. Junction and Pull al su red a ized s required by NEC, 4 inch minimum size, square or octagonal re1.5 inches deep. Provide full access screw q covers. H. Wire and Cable: 1. Service and Entrance Cable: Single conductor, stranded aluminum with 600 volt type USE-RHH-RHW insulation. 2. Feeder and Branch unsulation.Single imumconductor ductorpr witheze No.1 2 AWG00 volt type XHHW or THWN/THHN Provide stranded conductors for No. 10 AWG and larger. 3. Provide annealed copper No 10"ctors, NM ,AWG andBarger.laAludmi oom cot rat nductors ors not de stranded conductors o acceptable. Division 16 - 2 ADDITIONS & RENOVATIONS IMMACULATE CONCEPTION PARISH DIVISION 16 '-J ARLINGTON, WA ELECTRICAL 4. Line Voltage Control Cable: A-� s specified for Feeder and Branch Circuit Cable except No. 14 AWG. 5. Low Voltage Control Cable: Color coded, multi- conductor as specified for feeder and branch circuit cable, No. 20 AWG minimum. ^� 6. Keep taps and splices to a minimum. Make taps and splices in #8 AWG and smaller with spring type wire nuts. Taps and splices in larger cables will not be allowed. r 7. Cable pulling compounds shall not have any damaging effect on insulation. I. Grounding.- 1- Ground Rods: Copper clad steel, 5/8 inch diameter, by 10 feet long. 2. Grounding Conductors: Bare, stranded, soft drawn copper wire. 3. Equipment Ground Conductors: Provide electrically continuous metal raceway. ' Where PVC or FLEX conduit is used run ground cable, sized same as largest circuit conductor with the circuit conductors. J. Telephone Terminal Board: Fire retardant treated plywood, 3/4 inch thick, 4 feet wide by 6 feet high minimum. Edge band with 112 inch hardwood on exposed edges. K. Panelboards: I 1. Panelboards: Industrial/commercial type, dead- front, circuit breaker type with hinged door. 2. Busses: Copper or tinned aluminum with solderless pressure type connectors and lugs. 3. Circuit Breakers: Bolt-on, molded case, thermal magnetic, quick make-quick break type with trip indicating handles. Multi-pole breakers shall be single-handle, common trip. Tandem breakers shall not be used. 4. Separately Mounted Circuit Breakers: As specified in paragraph K. 3. Recess mount in a proper enclosure, suitable for use as service entrance equipment where applicable. Provide line, load, neutral, and ground lugs as required. Provide solderless, pressure type cable terminals suitable for co pper 5. Nameplates: Where function of the separately mounted circuit breaker isnot immediately obvious from its location identify all disconnects with laminated plastic nameplates, black face, white core, engraved with minimum 0.125 inch high letters to identify function of device. L. Bus Gutters: 240 volt, 4 wire with copper or tinned aluminum bus, with solderless, pressure type line and load lugs. M. Disconnect Switches: 240 volt, general duty, horsepower rated safety switches. Provide switches with easily recognizable handle, lockable in the OFF position, operable from the front and in control of disconnect with door open or closed. N. Fuses: Dual element, current limiting, 250 volt. I Division 16 - 3 ADDITIONS & RENOVATIONS DIVISION 16 IMMACULATE CONCEPTION PARISH ELECTRICAL ARLINGTON, WA O. Wiring Devices: 1. Commercial grade, ivory colored, except isolated ground outlets orange colored. 2_ Lighting Switches: Toggle, AC quiet type, rated 20 amps, 120-270 volt. 3. Timer Switches: Mechanical type. spring wound, 30 minute timing range. 4. Motor Starting Switches: Manually operated toggle type with thermal overload relay. 5. General Purpose Receptacles: 20 amp, 125 volt AC, straight blade, 3 wire grounding type. 6. Isolated Ground Receptacles: Hubbell IG5262, Leviton 52624G. 7. Ground Fault Interrupter: GFI type, duplex, Class A, 20 amp, 125 volt. ets with g. Provide teleflush hone and mounted devices wuter ith smooth plastic oer nylonpc verplates, ivory g. Provide flus colored. 10 Provide weatherproof devices with stainless steel or cast metal covers and spring loaded gasketed doors. 11. Multi-outlet Strips: 3 wire, 1 circuit with insulated ground conductor and outlets at 6 inches on center. P. Line Voltage Control Devices: 1, Time Clocks: Honeywell S6005C. 2. Photo-electric Controls: 2000 watt, 120 volt, with adjustable ON/OFF range. Q. Nameplates: Identify all pane disconnect nameplates, black face, white core, similar electrical devices with laminated engraved with minimum 0.125 inch high letters to identify function of device. R. Installation: or blow f 1, Run raceways throughout concealed in similar allabove electrical items flushlushemounited� with all devices, fixtures, equipment 2. Provide flush mounted panelboards with all wiring concealed. 3. Install equipment, cabinets, boxes, fixtures, and similar electrical items plumb and true, firmly supported in accordance with manufacturer's instructions or as directed. nd location of similar equipment and devices shall be 4. Mounting heights a consistent. Locate special ose sas casings (except convenientlyems purpose intended. on center n spacesless 5. Locate switches 6 inches from door than 12 inches), 42 inches to centerline above finish floor. 6_ Mount convenience, telephone, and not dcomputer Mououtlets outlets above counters centerline above finish floor unless otherwise inches to centerline above umbtand t ue inches Runtexpo ed centerline raceways parallel)or at 7. install raceways straight, plumb right angles to walls and structural members. g. Provide individual isolated power circuit to each computer, alarm panel, or similar electronic equipment unit. g. Branch Circuits: Run from outlet to unllessfixture to fixture,otherw se approdedice to device. Run all homeruns exactly as shown Division 16 -4 ADDITIONS & RENOVATIONS IMMACULATE CONCEPTION PARISH DIVISION 16 ? ARLINGTON, WA ELECTRICAL 10. Install disconnect switches, circuit breakers, and similar items, so that grip of 1 operating handle, when in its highest position, is not more than 6.5 feet above floor or operating platform. _ 11. Prior to rough-in mark or otherwise show location of all devices. Obtain approval of locations of each prior to installation of boxes, raceways, and similar items. 12. Where allowed size holes and penetrations in studs, joists, and other structural 1 members for raceways and cables to allow for a tight fit. 13. Tightly fit raceways in couplings, connectors, boxes, and similar items to provide an electrically continuous low resistance ground fault return path. 1 Make up threaded joints with 5 threads fully engaged, minimum. I 14. Bury underground conduits, not under concrete floor slab, between 24 and 30 inches below finish-grade. Seal or plug at both ends. Solvent weld PVC 1 conduit to prevent entrance of moisture. f 15. Enclose all wire and cable within raceway system. Open cable wiring approved for the purpose shall be permitted for Class 2 signal and control circuits, telephone cable, computer cable, and similar wiring, when run in an accessible location above ceilings. 16. Make conductor connections with connectors of the proper size and type. ? Make compression connections with correct number of crimps, or correct tightening torque for mechanical connectors in accordance with manufacturer's recommendations. Take care not to nick conductors during insulation removal. 17. Develop and use consistent color coding system, or tag each cable at each end with wire number and circuit identification. Neatly bundle cables at pulling points by circuit. 18. Keep taps and splices to a minimum. taps and splices are not allowed in control, alarm, computer, and similar cable without prior approval. 19. Service and feeder cables, including panels with branch circuit breakers open, shall have insulation resistance to ground measured with other phases grounded after all splices and terminations are made. Measure insulation resistance using 500 volt megger, minimum resistance 1.0 megohm. Branch lighting and general purpose receptacle circuits do not require insulation test, functional tests only are required. Test all receptacles for correct connection using suitable receptacle tester. 20. Test to verify continuity of ground system and all ground fault paths. 21. After completion of grounding system measure resistance of grounding network to earth using ground megger. Minimum ground earth resistance, 25 ohms. If ground earth resistance is higher than 25 ohms provide additional ground rod. S. Testing; Upon completion of the entire electrical system test all equipment and electrical systems for functional operation, including all intended modes and sequences of operation. All systems shall test free from shorts, grounds and shall be without mechanical and electrical defects. 1 1 Division 16 - 5 ADDITIONS & RENOVATIONS DIVISION 16 IMMACULATE CONCEPTION PARISH ELECTRICAL ARLINGTON, WA SECTION 16500 - LIGHTING A. Lighting Fixtures: Refer to Lighting Fixture Schedule. Provide UL listed or labeled fixtures. Provide lamps for all fixtures. B. Fluorescent Ballasts: 120 volt, high power factor, Class P (protected) type, manufacturer's most energy efficient full light output design, Class A sound rating. Conform to CBM Standards and identified with a CBM-ETL label. C. H.I.D. Ballasts: 120 volt, high power factor, Class H insulated. D. Incandescent Lamps: Rated 130 volt. E. Emergency Lighting Power Units: Self contained, designed to provide power to fixtures automatically and instantaneously upon failure or interruption of normal Power source- 6 volt, electric power for a minimum f g s rechargeable, maintenance free, sealed, spill-proof lead talcum batteryystem, F. Exterior Illumination System: As noted on Civil Drawings. G. Lighting Fixture Schedule: H. Provide lights in Toilet Rooms on motion sensor switches. END OF DIVISION 16 Division 16 - 6 l 1 7 1 l 1 1 ;I 7 :1 J J J J 1 1 i �I.1 1 ` J { L IL �J _ L ADDITIONS & RENOVATIONS IMMACULATE CONCEPTION PARISH 1200 E 5TH STREET ARLINGTON, WA 98223 FOR THE ARCHDIOCESE OF SEATTLE PROJECT MANUAL s979 REGISTE BRA L P CORN ELL STATE OF WASHINGTON ARCHITECT RMC Architects Ross, McClure, Cornwell Architects, PLLC 1223 Commercial Street Bellingham, WA 98225 P.360.676.7733 F.360.738.0448 rmc@rmcarchitects.com RECEIVED December 2002 DEC 2 3 2002 CITY OF ARLINGTON o `. - S2 -7y