Loading...
10540 SW HALL BLVD-1 i FF, "n. cis, CHAP.11,DIV.IV CHAP. 11,DIV.IV 1987 UNIFORM BUILDING C0r)E ADAAG FIGURE 31 CHAP. 11,DIV.IV 1887 UNIFORM BUILDING CODE ADAAG FIGURE 27 1987 UNIFORM BUILDING CODE CHAP, 11,DIV IV ADAAG FIGURE 32 1997 UNIFORM BUILDING CODE ADAAG FIGURE 25 ADAAG FIGURE 29 I nr sr. ` { x 36 Wn CJ 15 48 om 36 min 24 pyl.r.r i I fl Z�l n 2 _ ct -------- — 11Nmin E �0 w = � � � 70i '305 II a► rya . Q - _ _.1 101E s 12 In(XJ5 mm)r door h-both• - 1 der rd bd. • ISalo am ism cli .............. rrence � � ,�"Doom I _ I l I I :...... ..r (y o danar'ca -b+ rbgrh 56" nd rwhc 6 rw.r _ 21 nor 2 ►fit w+ r!0 0!0 54,�r. 1 wia + In ohm"pupnbru pwnoj ar (b) (•, Ir~&IWO A ab C1rJr Floor '< Back Wall \ Y Knee Cleararroe ADAAG FIGURE 31--LAVATORY CLEARANCES (1925 non),a�a2 h 1100 mm)mYcbrun r y- - 54 1104E 7 M b.(1220 iron)rrlbeiwaa r aoyr:+e der. ' Hype W&AFproadws -Babb tp Doors 54 non 30m" `30 nbn not to eorerrd 1370 1 12 42 iron 17min 1'wll5dr x tit,yrr __ � 1"s lalel 430 I '." �ll�rl �+ paper ..................... ............ .. i(i p - •char Ibar �ll `�i N Q ; er.w �■�■!1 �� 01 e E lil 0 101E y Sl In(1770 nwQ nlY+n++n r do-h- Q1 r^ .� der. L:................ ,..................• dorM lW (� WIN n lobih rd clmrr Free-swa ft B 411 19 mm Fountain or Cooler Fountain or Cooky SId Wan 1K Lsr1d1 Alfie/lplpror J --11tl1 D&" 48 uM NOTE N do=In dcvvei owl cwvt*i t the damncae 1a hut approo Ines` I! Hall Blvd,10540 Hall Blvd, 10540 Hall Blvd,10540 BUP2001.00384 BUP2001.003E4 BUP2001-00384 3 of 37 + Hall Blvd. 10540 BUP2001 00364 ADAAG FIGURE 32-CLEAR FLOOR SPACE AT LAVATORIES 1 of 37 S 2 of 37 ADAAG FIOURE 27-nRINKING FOUNTAINS AND WATER COOLERS ADAAG FIGURE'24-GRAB BARS AT WATER CLOSETS 4 of 37 ' ADAAG FIGURE 25--4AANEUVERING CLEARANCES 1-134.53 1-134.45 1-131.47 1 134.49 JIM �oolJ-/4� roe. ' p0/o-lt� D&SON ENONlERNO NC. s�No. Fr- 5 — OF -� WTV,iON ENONEE MO NC. CHAP.11 DIY.IV OHM NO, -- - ADAAG FIIOURE 28 1997 UNIFORM BUILDING CODE RECEIVED UN HE 14 iT C.ILC&"I 'En-t- �D. DAZE+ len 1E 14 ST p DATES - vM�GNVm" fit, ilium �I/I CaiVM WA�A4 MOLE-j ?�BY, WflTm f>IAOI 1144-1014 fl�O)E44-104 Structural Calculations N�iV "' ,y ?��iJ --- _ -- — ---- -For CITY OF mmxD 4, R-.1-✓r T1'1 GvA-.D � TVA 4-qJ- J ��✓�s+i lDl✓ (,J GEORGE WAIL DAYCARE 13UILDINGDIMSI0�11�' 10530 SW HA LI. BLVD �i¢I ,e , � '`� '�'''"� _ ' w = / fa"tz► x G' = .Z.� ?'�1� 'rl(;ARD, OR 97223 VANCOUVER,WA 98661 36 cwt — �oV F �Irt�Ki Ili 1e" s 36 r,r„ (JOB# : DC0010-140)adn : h�� w w � is . own .•.... 'B - tj Aor- �i, �s 'Pt-r - 5' 1B "e ae DESIGN CRITERIA: SEISMIC ZONE 111 - W —_, '• WIND 80 MPH exp. "B" /�L 71 �l J')►rD� ) ,' L loan 1 � - � � _, Table of Contents: _. l�A D /5.f, ! � . in ';::. Y' -72 �.,► St 2� iL x 2 - �8 0 '�Lr _ ..000 -- - ..................' GRAVITI' LOAD ANALYSIS FR-5 to FR-18 all 4e aw FOUNDATION ANALYSIS FDN-1 to FDN-7 _ qua lair r-- �p FIRU,c . 1 42 wn is .ore er1 �JRFy 4, , f • _ I ry d <'T�l= // :.. � I- J. DEQ- tl I EXPIRES: 2 -� . 14 711ESF DESION3 HAVE BEEN LI('ENSFU TO'fHE('1'STOMER FOR USE IN'rHF.CONS'T'RI'C'TION OF ONE Bl'ILDINU(PROJECT)ONLYAND ARE SI.wFCT TO THF CONDITIONS OF LICENSE ACCEPTED RY TITF.CUSTOMER DEI SON F.NGINEERINO INC.(DEI)PREPARES ITS DEMON CAREFTI,LY � � � � � t> 6 � = �r �� ( �6 t FOR USE BY ITS CIrSTOMER HOWEVER,ADAPTATION OF-nil'DESIGN PD MLE1 SPECIFIC SITE CONDI'T'IONS,SPECIFIC CTATE OR I,OCAL CODFS sr �' , aN AND REOULATIONS IS 1 HF.RFSPoNSIHILT) OF THF'.CONTRACTOR.IN ADDITION.DEI WILL NOT RE RESPONSIBLE FOR ANY DAMAGES REI.A1'IN0 � - --� � G To THE ACCI'RACY A!ND OVER.U.I INl'EGRI INOF THF:DESIGN IN EXCESS OF TIIF I.ICENSFE FEE PAID FOR 111FIR l'SF -- ADAAG FNlllr W-01iM FLOOR spAm AT wATm CLOSSTf - - -----�� 1-Iti4.r Hall Blvd,100 Hall Blvd,10540 Hall Blvd. 10540 --- -�- �- Hall Blvd. 10540 sUP21101-003N ai, BUf'2001-00384 BU P2001-0038 BUP2001-00384 5 Of 37 8 of 37 7 of 37 8 of 37 _.... . i ;. LE6611 TY STOW Cm�un�ulllui �nil�nu�nl�inlJul�nli�nl�i1111111 jiln11111 1ltJu11 1111111, Ill IunnuJ�i i un�un uu�lni uu�nu nI1Ji Il�un un�nu I IIJuu I►IIju1I unJnnlnllJnululiJunhul�unllnlJ ullnu un''� iij�in"ii�u) I I 1 uJun uu�inl IORMalpll JJ�� •.�; fid ICI I I IE 13 14 i le 17 IM IP 7R0 S�1 E! 23 24 25 26 �'>) �� QIE„ 310 • l- - .I � Rptill oar IIIc a r , 3 llji� ell ilio ti IRF -�Pc Vol o-lit o ON M 0 M staET No. Pt -7OFRGE WALL DAYCARE Job N DC0010-140 DELSON ENGINEERING INC Title: GEORGE WALL DAYCARE Jrib#DC0010.140 DELSON OWN: JOHN : DELSON ENGINEERING INC. Title: GEORGE WALL DAYCARE Job#DC0010-140 !N Balt N ttlT GALQLATt>D my, Jaw P. A_ DAM DELSON JOHN Date: Description: 10530 SW HALL BLVD Dsgnr: JOHN Date: V/Ahril2Nat><WA 126" iG1l�+ � Description: IM-30 SW HALL Bt VO 11511 NE 14 ST TIGARD,OR 97223 Description: 10530 SW HALL BLVD ria/sµ-y84 11511 NE 14 ST TIGARD,OR 97223 �/Z - 11511 NE 14 ST -_- _ - - VANCOUVER,WA 90884 Scope: STRUCTURAL VANCOUVER, WA 98884 STRUCTURAL r ic;ARD OR 9722:1 360•A44-70f� �' VANCOUVER,WA 90884 Scapi STRl1CTukAL L J e" eimo, - s,oRw �„ve -- 3804W4-70th _�i0•W4-70W ,-ty a..ilaxi w., «..,.»,rely r .,3.x*�..,ow„M,: Multi-Span Timber Beam - ------ ---- - - - .`. .. � i_---� I c4lrieicak:4,(11-Mbb+k.01),0-140va'all�aycare w.�. 51ow1 General Timber Beam Description ""«"'°'°"" ""'""°`°W1, General Timber Beam 9 P e l l Mti W Flfwrdu culnercarc dol-pbehdc0014110rrlex4aycare U ,rwaa MlI Vo c lerisraslchd0l�obstdcoo10-140-vre0-de care ler,wzorueerxr' _ � �. - - ...-......-. -. _....::::..a-.1-a_�i. :- ..w�a ..,ter r,v��r.r.n.R.>.:a' Description HB-1 p HB-2 Description RB-3 /�av - - __ --- - Oeneral lnfolrnnation Caktdallals ale tteMPtad b/N1 tDa alld,IN/IIaC liegrtw.rh�+g !General lnfomlation - -,-- - tons are General Information design" NaC t Section Name ex12 CrNdsr Span 17.008 Lu 0.00 R Douglas Fir-Laroh,Ne,1 Fb Sam Allow 1,350.0 psi Elastic ModiMw 1,800.0 kat _ - -T u de --- o- Beam Width 5.500 in C l Cantilever R Lu 0,00 R Spans Considered Cadkaroue Over Fv:Bait Allow 85.0 psi Low Duration F@cW 1.000 Section Name 6.126x13./ Cerner S Beam Depth 11 500 in Right Cantttever R . . ...Lu 0.00 R S Calculations an daaf�to 1N7 NDS and 1N7 USC RequYrnwMs flan 22 0o n L u 000 n -- Beam Width 5.12510 Left Carnlltwer ft Lu 000 fl - Beam Depth 13 500 in Right Cantilever R Lu 000 it 6/ Mor,iber Type Savor Dough Fir tzvrd,,No 1 Timber Member 11tItOf111atlOn fbBase Allow 1,350.0 ps Merriw Type totem Douglas For.24F V4 Load Dur Factor 1 1 i0 Fv Allow 85.0 psi Description r 2 Fb Base Allow 2 400 0 psi Beam End Fixity Pin-Pin Fc Allow 825.0 pal Spall R 11 W 550 Load Uur Factor i 150 Fv Alktw 165 0 pw E 1,600 0 kat Timber Section 2-2x12 2-2x12 Beam End Fixity Pin-Pin Fc Allow 650 0 poi Beam Vel 0th n 3 000 3 000 E 1,600 0 kw \..J ---- -- Bean,Depth in 11 250 11 250 - - -- _. --- - -- - Tra zoidal Loads End Fixity Pin Pin Iain Pin Trio zoidal Loads_ _ - �xr --- --- ..... .. _:--- --.~_�•�. ,e -.� .•, LA.Unbr.6ed Lao n 000 000 _ - - -- - Left 01 DI Nt DLQRig 480.00 sm LL Loft Nin Start Loc 0.000 R Member Type - -T_-- $8M1^ -Sawn.,.. -__._ - - �r ------ - DL Q Right #/R LL @ kigtd ANtI End Loc 17.000 R -_v----J DL�Right �Y 8000 N/fl'----LL�Right -_-. - - NM - Erxf Loc 12000 . W,t� ;;�p � `,� s, ��p �f►e.�' __..,,,� � Loads #2 Dl. Left 'Left [jo 0o NM u� left Nm star L� 0 000 n .40 00 NM L l @left #/R Stan Loc 12 000 R Summary Seam Design OK Live Load Used This Span 7 Yes yea DL®Right 240 00 1/ft u_(0 Right NA! End Loc 22.000 ft Dead Load - pan-17 OOf1,Beam Width-5 5"x Depth-11 5in,Ends are Pin-Pin Dead Low 0 g Left #sit 4gift 60 180 00 ---- ----- --•--. -. Ratio 0 880 : 1 Live Load CD L eft ht #/ft -- - - _.__ -,- --�r-,a-._ S Max Stress Point aerie ---� Maximum Moment 8 9 kfi Maximum Shear' 1.59 "1 `11111111F. E� 'e" ft Li�eed 2,720 0 r lee - lbs Ihs b lbs Allowable 157 k-R Allowable 62 k Llvetoed Right #m 11.OG0 55oU - distance 120008 O.000Re O.000Re o[lo(Jne 0.0D0 it O.00DRe O.000Ra start R Max Positive Moment 890k-ft at 7 208 ft Shear Left 272 k Results Max N Moment 0 00 k-R at 0 000 R Seam Design O Summar � sin K � � eft o 000� I - � . - '--- y 01 Camber 1 n- Beare Width_5 125tn x Depth< 13 Sin Ends are Pin-Pon R O A(JO n 38 5 0 0 • ..: 1588 Max �n End in_kl 425 550 Spa -�OOn Max Left Su k R � Max D Right Support Q �Carl li i 34 2 K In Mex M allow Reactions ONt o 0 Max Stress Ratio 0680 1 fb 860 87 psi N 64 s1 psi Left DL 2 72 k Max 272 k Max Right Erxi ink -342 0 o Maximum Moment 24 0 k-ft Maximum Shear • 1 5 54 k - Actual Allowable 5 2 -n 1 1 11 . ...... ... 1� Allowable Fb 1.552 50 pet Fv 97 75 psi Right OL 1 36 k Max ---� T _ Fb Allowablek-ft r f 38 k b d -ns - - --- ------ - Bend MaxMai 4eggahiveManie -(look-R 3 kat 22000 8 rhea (D Right 2360It S 3 offift 48 k nt p& 30 o trig 050 0 - 1 -a ear-x err z-s.noa�ew Shear left kl Bending 150 0 Bt .. ---n- Camber J Deflectionpa Lett CardN*VW-. DMKI.10d 7JNL L9sd Center$ �� TOW� 0.000 n 0.000 n Shear Right kl 158 0 37 Max Q t eR Support 000 k-ft (�Left U 000 n -0.405 in -0.405 in Dell chore Max @ Right Support 000 k R �Center 1 619 in Location 8.180 R 8 180 it L.r1gdVDeft 0.0 00 N Actual pati 63 0 30 1 Length/Defl 503.8 503 57 M T; --, Fv Allowable pal 86 0 85.0 Max M alkrn 35'�, rD ft grit 0000 n 1 Shear OK illi OK Reactions Deflection 0000 in 0000 In m 1646 29 pat N r6 OS pa LM DL G' k Max 248 k LrtgtivDeft 0.0 0.0 ctions& Deflection --, D 2,715 02 psi Fv 189 75 psi Ria1t DL 3 t30 k Max 380 k - -- - _ -_ - - �---�----_-.-,..---------,-,.,.� _._,._.�-�,...----..-,--•�---- !Deflections Stress Calcs DL Q Left k 150 239 LL Q Left k 030 000 Center Ls Bending Analysis Pea••• 1240 51 1 414 Trial Lad l Mt carMilwer... T bi A 0 000 R Swr 121 229113 Area 83.250 112 Total Q Left k 1.60 2.39 Deflection -1 080 in -1 080 in Deflection 0 000 In c 00 in Ck ?6 O CF 1 000 , e 0 000 CI 0 000 DL:Right k 239 -037 Location 11 352 ft 11 352 R L engttVDefl 00 00 Total Right k 000 L yt Defl 244 5 244 53Cantilever_ n MDi�Jffit �R� " R f k 2.39 -0.37 en ' Right L_ ... Q Center 8.90 k-n 68 78 in3 1,552.50 psi Max. on 4 -- I Lenge Dell 0 0 0 0 014 ®LeR Support 0.00 k R 0.00 in3 1,Sri2 50 ps` ax.Deflect R -009961 02 24 Deflection n I rt 250 Pei I- - - Stress C8 cS Support 0 00 0 00 in3 - Analysis Q Len Support ®Right Support --- -- - -- Bending Analysis D Right 156 L It 19 5:7 Le O OOO n Sxx 155 672 n3 Area 69 166 n2 Shear Quo Values CV O W. Rb CI Dewgn Shear 408 k 2 04 k bion 000 000 • Arse Required 41.736 int 20.870 112 Monte m-k 0.0 -34 2 Ck 0000 0000 Fv 97 , psi 97 7 psi -. - Sint A ,f Deflection n 0 0000 00000 Center 23 966 k-n 105 86 n3 715 0b /06th R 0 Max Left Reaction 2 72 k n F Alk,vvabk 75 5 Shear ba 15 Max u . ..,.. .. . .� . :. .... Left(Support 20 00 k-R Q Ot,113 :715 0'2 psi Bearing®Supports QC , _. E �Right Support: Max Right Rean o iein 0a,x-fl o 00 n _ 2 71 t,02 Psi Sear Anaysls �Left Support IM Right SupportQear ua ryVaIues e9 " 3 7. k S 40 k s • O a spacllled&oi:atlens int 28 458 0000 In v 189 7755 psi I t19 75 ipr:r M V t MarnMM Mar Mf1acY ... .� l.eMr L 000 R : Right Cant Location � �n - F rex Allowable 000 k-R 2 72 k 0 _ ... ... R e - 0.00 R 0.00 k-R 0.07 k 0.0000 in Bearing @ Supports Q tart Cant Location= 0.00 R 0.00 k-R 0 00 k 0.0000 in Max Left Reaction 2 48 k Bearing Length Req a 0 744 in Hall Blvd,10540 Hall Blvd,10344 Hall Blvd,10540 11of Blvd-00540 Max Right Reaction 360 k Bearing length Regd t u3t n hall Olvd. 10.,40 S U 37 10BLI 2001of 370384 BUP2001-00384 37 BUP2001 00384 12 of 37 DELSON ENGINEERING INC. Tide: GEORCE WALL DAYCARE Job DC0010-140 D*Ww: JOHN Date: DELSON ENGINEERING INC. Tittle: GEORGE WALL DAYCARE Job#OCW10 140 Description: 10630 SW HALL BLVD I/ Degnr: J DEIN pale: DELSON ENGINEERING INC. Title: GEORGE WALL DAYCARE Jobill DC0010-140 I ���M n- Dsgnr. JOHN Date: DELSON ENGINEERING INC. Title: GEORGE WALL DAYCARE Job#DCOO,o taC 11511 NE 14 ST TIGARD,OR 97223 TIGARD, D, HALL BLVD VANCOWER,WA 9boo4 STRUCTURAL 11511 NE 14 ST TIGARD,Ok 9722:' / �/ ��ription: 10530 SW HALL BLVD psgnr: JOHN 1 e: 11511 NE 14 0 l• TIGARD,OR 97223 Descrrpliorh: 10530 SW HAIL BLV: loop: VANCOUVER,WA 98884 Sc STRUCTURAI. VANCOUVER,VY198gB4 �_ 11511 NE 14 ST N 3W�-7� - TIGARD OR 972.3 _ _ wipe: Sc STRUCTURAI. �� ��-7� o'P°'' VANCOUVER,NIA 98884 ,« aaeoi t3e1wmi Timber Beam 380-944-7094360-944-7094 - -- � ,.. el�awawxww - - - STRUCTURAL � °"""°''`'°°' 1d°°°'a"°w." ere I "" "°>o' General Timber Beam - it �r,■,ti,ryYKn.,.u•.v^.w,•w r•-AM .PIM'TR-140vw•... Uwr Ililb�7i11 w•1 I 1 _7 M`111111 w,n1' Re. SIIIJ111 pYIW11r•Y.. RB-3 , 1cl ti,uwCMriir:ur Cteriercachdo,-�ObeWCQ0,a,40�weui,iyCare uwr Icw iota:,,, v..�•I, ::,,..11wa w.,,: General Timber Beam qev Sr070, Description a' Icl,wlw+e'.rR"",� c.tenercakldOt-pbekkoo,aL/awak-da care I General Timber Beam • y ,w«inv.a�an v«x u»•�u.,wrr Nw: Description RB-4 Description RB 5 wisxorsiraouC uinena1cv10t lolnc'a,c00,0-,44wall,fay:arl P Description RB-5 QWq -- _ on. rO�nenl Information -- - - - - - -- ---- Valws - -_ Cakulatbns are designed to 1N7 MDs and iN7 INC RegtrkattarMs Ca1a1dM101M era b 1N7 NOs and 1N7 USC Requirattartts Query Values M,V.A D a spedsed Manrrd General IttfOnnatiOn b'b"ad a Crier Span Location, 0 OD R 0 W k-R 2'48 it 0 0000 in Section Name 6.12508.0 Center Span 27.00 R Lu 0.00 R Section_-->R>s Q Right Cant LocelLocationn= 0 Q1 R 0.00 kfi 0.00 k 0(1000 In Beam Width S 125 in lAR Cantilever R .Lu 0.00 R Nam" 6.126x18.0 Center open 235011 Lu 000 R M.V,i1 D Q SpecMW Locations Moment .,Near Deflection Q Len Cant Location■ 0.00 R 0 OOk-ft 0.00 k 0 0000 In Beam Depth 18 0001n Right Cantilever n Lu 0.00 R Beam Width 5.125 in Len Cantilever R Lu 000 R Member Type Glulam Douglas Fir,24F-V4 Beam Depth 15.000 in Right Cantilever R L u 000 R �Center Sean Location= 0 00 R 0 00 k-R 3 1 t k 0 txxx)n Fb Base Allow 2,400 0 psi Member Type GluL-am Douglas Fir,24F V4 Right Cant Location= 000 ft 0 00 k-R 0 00 k 0 0000 in Fb Base Allow 2,400 0 psi �L eft Cant Location= 0 Or` n 0 00 k-f (100 k 001000 in Load Dur Factor 1 150 Fv Allow 165 0 Pio Load Dur Factor 1 150 Fv Allow 165 0 psi Beam End Fixity Pin-Pin Fc Allow 850.0 psi E 1 800 0� Beam End Fixity Ph1-Pin Fc Allow 650 0 pro E 1,60)0 ksi Full Len h Uniform Loads ----- ------ ----__.____-- ._- �. .•� � � _,. .., !Tra zoidal Loads Center OL 240.00 0/11 LL #ni Cantilever DL #/R LL fm DL Q tell 240 00 #IR LL Left *M Start Loc 0000 ft UR C Right as leer DL NIR 11 fm 02 Q RVM 24000 A" LL Right #/f1 End Loc 15.500 n #2 DL Q Left 80 00 0/ft L L Q Left Aon Start Loc 15-500 R ..... - - DL Q Right 80.00 AUfI LL Q Right NIR End Loc 23. Summal Seam Design OK _ - _-_--_ Spat►■27.008,Beam Width■5.125in x Depth■18.In,Ends are Pin-Pin Poiret Loads - ,-_ Max Stress Ratio 0367 1 Deed I clad 1.500 01be be Ibs lbs Ibe in Ibis 21.9 k-R Maximum Shear" 1.5 4.9 k Live Load it* lbs NM es be be The Maximum Moment dtslMce 15.500 R o 000 n 000011 0.000 R 0.000 R 0.000 R o ow ft Allowable 59'6 11-11 Allowable 17.5 It Max.Positive M 00 orr4o 21.67 k-ft at 13.5 R Shear Q Left 3.24 k Summary Seam Design OK Max.Negative Moment O.00k-ft at 7.7 D00 R Q Right 3.24 k Max Q LM Support 0 00 k-R Carrttier a Left 0.000 n Span=23 508,Bean Width=5 125n x Depth-15 In,Ends are Pin Pin Max Q Right Support 0 00 k-ft a Center 1.080 In Max Stress Ratio 0472 1 Q Right 0.000 in Maximum Moment 20 2 k-ft Maximum Shear ' 1.5 47 k Max Mslow 59.61 Reactions Allowable148 k 42 7 k-ft Allowable fb 941129 psi Iv 52.88 psi Left DL 3.24 k Max 3.24 k Max.Positive Mornerd 20 19 k-fl at 12 972 R Shear Q Left 3.11 it L Fb _ 2,584.55 psi Fv 189.75 psi Right DL 3.24 k Matt 3.2411 Max Negative Moment 0 00 11-ft at 0 000 ft a Right 2.75 k in DefkctionS -- __. ---- -- �� Max Q Left support 0000 k-ft00 k-ft Cam0er Q enter 1Left0282 n. Max Q Right Support Center Loft CSFAN W... y ldlg.d TAW-La0d Q Right 0.000 in 00 Defection -0.720 in -0.720 in Deflection 0.000 in 0.00047 Max M a1mv 47 Ill Reariions Location 13.500 13.500 it -LrtgBVDM 0.0 0.0 b si N 1,20040 p 60 74 Pei Len DI. 3 t 1 k Max 3.11 k R LengthiDen 449.9 449.94 Fught CatMMvar-„ Fb 2,888.11 psi Fv 189 75 poi Right DL 2 75 k Max 2.7511 Deflection 0.000 In O 000 in - - - - --- - -- ---- _Lengdt/DaA 0.0 0.0 [Deflections -- --. - J Center Span... �l Qw T�114a4 Lail 0!lld,L9ld TrIW load C Stress CaleaDeflection -0.854 n -0.554 n Detraction 0 000 In 00W n a.rFakrg 5 Analysis Location 11. 44 n 11 F?41 n LertpthlDefl 00 0.0 Ck 19 527 Le o 000 ft Sia 270.750 in3 Area 92.250 n2 Length/Dell 330.1 RightCrMINvN... Cv 0 936 Rb 0.000 Cl 0 000 Deflection 0 000 in 0.000 In Mail 29-Re" him" L wv&Amfl 0-0 00 e carter, 21.87 k-R 101 54 n3 2,584.55 psi - --- - a Left Support 0.00 k-ft 0 00 in3 2,584 55 psi Stress GaICB Q Right Support O.QO k-ft 0.00 Ina 2.584 55 pal -'--.,--- _ - .._. Bendbg Analysis f Sher Analysis a LAR Support a Right Support Ck 19.527 Le 0 000 ft Sta t 92 186 Ina Area 78 875 112 Design Shhear 4.86 k 4.88 k Cv 0 967 Rb OA00 CI 0 000 I ARequired 25813 n2 2.5.613 n2 MO-MM-40 A�hS1p na Fv Alowabk 189 75 psi 180.75 psi Q Center 2019 k-ft 90 76 in3 2,888.91 psi Bearing a suppeuts Q Left Support 0 00 k-ft 0 00 10 2AN 91 pill 0 00 Ina 2,886 91 psi r Max Len Reectlon 3.24 k Beerk Length Reqd 0.973 In Q Rlgl Support OOD k-R Mat Right Reaction 3.24 it Bearing two Read 0.973 In Shear Anaysis Q Left Support Q Right Support ----- -� DerNgn 7 k 412 k lls aller f Vah �' 00 Area R 24 807 112 21 717 112 M.V.a D a sans IINNIed LeaarAAelIllld ohm OaaMiaall Fv Allowable 189 75 pal 169 75 psi Q g11N Spat Lowson■ 0.00 R 0.00 k-R 3.24 it 0.0000 In Bow"a Supports 3 11 k Bearing I ength Req•d 0 934 In flight e f. Cant.Location■ 0 00 0.00k-ft 0.00 k 0 0000 in Max Left Reaction Hall Blvd,10840 a Loft Cart.Looelon■ 000 R O OOk-R 0 00 k 0(X100 In Max Right Reaction 275 k Bearing I.ength ReQd 0 825 in 91.1111,2001-00304 y>{ Hall Blvd, 10540 13 of 37 BIJP2001-00384 Hall Blvd, 10540 Hall Blvd, 10540 ' „•, 13UP2001-00384 .: aeYv*ahe' c{Yf•Ngp}'riii rYSrsfw►:W :w+n a,Fxaµrd6+:. . ore•+tui!.;: ,,--- .,.•-•�---. _ _.._.__.,,_..�,,��.. - BUP2001-00384 ___- - -• •. 14 of 37 15 of 37 1601 37 p - ���■ I , IIII o II Iilli I II Illi i IIII IIII IIII IIII IIII Ill li III IIII I II11 Ill) IIII IIII IIII IIII IIII IIII, 111 1111 IIII IIII IIII IIII III IIII IIII�LIIhII ,. ~ -����_.- • LlO�ILITYfTf�IP C�fl ����T �ll I III I I I I I ( .il�iinjiili�iili�liu�nlll ,, v 10fam.Icix 2 3 14 i le 17 IA Ip 20 21 22 23 24 25 28 27 28 29 iO J { 1 M (•/�11 1 r 4 t� • i • iK.r •1y 4 �t 11 y, a '{ _ •� r �,�:1. � r:. .t` +• .,e` -_ _ .,:. � �L � , t �,{J 1 1 + � 1,F lWry ! �� ill 191 TN fkly ` r j{5 � • y • r 0 W R. 11 � 1, ,.,: i;buy T 4;er: 11 Jobs DCUOta140 TNM: GEORGE WALL DAYCARE Jobs OCOO.a140 Too: GCORGE WALL DAYCARE DELSON ENGINEERING INC. Dom: JOHN Dam: DEL80N ENGINEERING INC. fir: JOHN DELSON ENGINEERING INC. TNM: GEORGE WALL DAYCARE Job N OCOOtO•t 40�: DELSON ENGINEERING INC. TitM. GEORGE wAu DAYCARE Job N o000,a140 oawilti tw: 10530 SW HALL BLVD /� p.ex riptlOn: TIGA D, HALL BLVD )� Dsgru: JOHN Dale: 11511 NE 14 ST TIGAFtD•OR 97223 / 0escttptton: 10530 SW HALL BLVD � Dsgtu: ,OHN Date, 11511 NE 14 ST TIGARD OR 97223 11511 NE 14 ST Description ,OGA D HALL BLVD c 8copa : STRUCTURAL VA icoUVER.WA 98664 Scope: STRUCTURAL TIGARD.OR 97223 r 11511 NE 14 ST /� VANCOUVER,WA tlbba4 VANCOUVER,WA 98684 scope: STRUCTURAL r IGARD OR 972'13 4. 360-W4.70011 VANCOUVER,WA 98884 Scope STRUCTURAL 360-944-70114 360-044-7094 __ _ (�e`n,simo, -- „ w ,ri,., General Timber Beam I General Timber Beam — um ,.yM6i3 g...,...viv.0 General Timber Beam .,..xw(N'"-� +.` ,r D"'.on law - c.,Vwi;alow1'c�7�i•14"1rl �'y• car xwaaeA w s,�II A.r,ioii w.�t c',•,w,cy1c1d01 ,pc0010'140•vra I x.. sr� - I jstiMaw,�llir.,,►C ,�„ [ c,.n.r,wh:,dt,,,oL.dcoo,a,4o•`wk-da ore General Timber Beam .�,w w w rr ti .--_� ...Rwwuza,, V.s,,zl�..:vai wx.,: Description Rab Description RB-7 -- »}w� Kt vn•rG.ti oro, natx„o,4owe w1• Desai tion RJ-1 »e� P Description RB-8 ---.---- _. - - -- _ — Colic am dssigired to 1907 NN and/M7 EAC 11aq s _ cMeleatlrls e»iMplee a 16st Nos cyte 11sa case R.girr«ttetes I ---- --- General IrtfomtlMion MENWO General IMorrytation �3aMral 1ltfonnation CakuM4btls ars desigrad to 1/f7 Nos and 1N7 uBC RaTtN►«netNs — -- - - -- __- 0 QO R GeneAl InfOflllabOn Cakulalkans are designed to 1117 NOS and tq7 U0C R�equMr�*nnts C« �� Caw S� 6 50 fl Lu - --- 1200 R Lu 0 R Section Name 1.12/d.o 0 00 R Section NeiIN U12 Center Span 12 00 ft Lu 000 n SeGron Name 4as it LU 000 R fir,W� 5 125 n Leri Catllilever ft Lu 000 A Basin Width 1 500 n Left Cantilever R L I 000 ft Section Name eas LerAa Spev 8 00� Lu 0 00 ft Baan Width 3 500 n CatlMva r R 0 00 R 9 OUO n Right Cantilever Beam Width 5500 in Leri Can Bean Depth i � Member Type Fb Base Abu 2.4000psi Mems Depth 'Sawn n R( � 1 SOR W 000 R Right R Lu OIIO ft 7 250 n Right Garllaave Fr 24F-V4 Member Type Sana Douses For Larch.No Glul,rn Do glas Ft�ch.No 2 675 0 psi BeamDepth �ype Sawn 7 500 In FL) A CantilevLarch No,llow 1.350 0 psi F b Bow Aanw 1.350 O 185 0 P6, 1 150 Fv Allow 850po Load Dur Factor 1 150 Fv Allow Load Dur Factor f c Allow 625 U pei Beam End F ooty Pov-Pin F c Allow 660 0 psiLoad D , w F oda 1 150 F v AJk>rir 85 0 p Bern End Fogy PnPn E t.600 O lest L 1.800 0 wr Beam End Foxy Pin-Pur Fc Allow 825 0 p61si Repetitive Merrdrrr goad Cur Fodor 1 150 f v Abu 85 0 par L 1.300 0 ksi team End Fusty Pin-PinFC Allow 625 0 Pb, E t 600 0 ksi _ _ - - - ---- - Tra zoiiit11a1 Loads Full Length Undorm Loads Full Len th Uniform Loads -__ -_ itiRl StltMt Loc 0.000 R carlGer DL 26000" L( NRI Cantel GL 60 0o Nm LI Full Len h Unito�ml L�o�ads NIR ,� { 01 OL 0 t_r'1 too 00 Bill LL Rim Nm End 12000 R Left Cant*~ Ot Lefta/rl Left Canteever OL NRt LL Left cefliCant,kvev pI 400�" L L 111/11 LL a.R DL 0 RIM --- -_ ___,__. Right Candler DL /RI Ll Right Cantilever DI 80 00 sn1 LL fill Right Cardilever u! NRI i L N'ft Summary Beam Design OK 1 Point Loads - - I Summa ,1 Beam Design OK ��r Span• 12 OOR Bean Width•3 WDn x Deplh•7 2511,Ends ore Pn-pin i be b' tis Iba r wsaarr+r o.ed I_Ixtd 7,970 o ba tisL g Summary' Beam Design OK Max Stress Ratio 0 367 1 1 0 k Live Load to lets C.000 R 0 000 n o.000R an Maximum Shear ' 1 5 3 000 n o Oo0 n o 000 R O.000R Span= 12 OOrI,Right Cant= 1 SOfI Bean Width- 1 50011� Depth=11 25in.Enda are Pill f'In 1 5 k-n Max Stress Ratio span a CkMt Beam Width=S SOOin� Depth= 7`x11 Ends are Pin Pin Maximum Moment 25 k diwnce - 0'u-7 1 Allowable 48 ILA Allowable -'1 07 k Max t,r>,: Rollo p 1 St1ar Leri 0 k Besln Design Maximum Moment , a le-n Maximum Shear ' 1 5 3 2 k-ft Maximum Shear ' 1 5 14 " 1 48k-ft M 50688 Summary 1 6 k Maximo n Moment Max PaeNiv.W� o OD r o 000 R p Right a 32 k i Allowable 3 1 k-n Allowable 6 7 k-n Allowable s o k Mia Nr9rxrw 1ifort 4 0 goo n Span=6 Son.Beam Widlbt s 12511■ Detplb,=9 n,Erx>si ere r'n-Pn I Max Positive Mmrerlt 1 40 k-ft at 5 919 R Shear (Q Left 0 47 k Max AlluwdDle Max 0 leA Support 000 k-R Carlber 0 Left c4ia 0899 1 7 8 k ° Max N"he Moment 0 00 k-R at 0 Opo R Shear ,RL ght 1 60 k 1 6(1 k 4 Mal 4 Luft pp rt 000 lift •R 0 315 n Max Stress Ratio Maximum Shear' 1 5 i Max Negative Moment -0 og k-R at 12 opo rt a LeftRig0 4s k Q 0t4 0 000 n Maximum Moment 14 3 k-R 8 8 k Max Left Support 000 k-A Camber l.eR 0 000 n l ambler 0 Len 0000 in ma M slow 4 76 Rwcau,s 15 9 k-ft Allowable Max R 5 -009 k-ft 0 Center 0233 n Max DD Right S u Support 0 00 01 0 64 it Allowable Show Q � 520 k � � �� 0 Right 0 067 n Max�Riyrn Support 000 k-R 0 Right 0 000 In M 576 46 per h 37 83 psi Left DL U f 4 k Max 0 32k Max P-Ar-Moment 1 A 30 k•fl d 2 990 it 4 59 k Max Mallow 305 1,t]s3.00 pal Fv 97 75 psi RVN DL 0 32 k - --- -� - Max Noolve Mornsrit 0 00k-ft at 0 000 R Reactions Nax Mallow 6 67 Reactions M � (.amber �Left 0000 In fb 529 20 psi h 43 33 pa Left DL 0 47 k Max 0 47 k ,h .44 7 1�, h SB 18 par Left DL r tit;' Max 180 k - -- -- - - 000 k-n - -- _ - - E MaxMLeft Support Centel 0289 n Fb 1,157 19 pei Fv 97 75 psi Right DL 0.81 k Max 0 61 k 97 75 R d DL x'" ■ - - "_-- Dftleetlons ■ Max 0 Right S,,pPorl AD k-ft 0 Rot n OW in -�--- - -- -- -� Fi Fb t u :50 pe iv Pa Right 1 •••s••�" - tori Csrebatrsr Q!/dLllld Iflrl.la6d Deflaetions 13 Deflections T — -- �•_ Derlar4lOn p pOp n 0 000 n Max M abo, 15 91 Reactions - n •0-210 n 0 0 0 0 fv 1 t�18 pei Left DL 520 k Mex 520 k �. Le Cantilevr Logy 4th l aN4 Defti:11110 4)210 Logam S 780 i S 76D ft fb 2.480 39 pM F 169 75 Right UL 4 59 h Mak L59 k Center Span... Q!l414l11 Tt>�Ll pl4 LM Ca�tYevet... t2tal4lo�s1 A r Dead T Deflection A 155 u, -0 155 n UeRection 0 000 n T 0 000 n Center SPan.. ()cad load Tot41 load 654 9 684 67 RAN Cmbtstnr... 0 ODD n Fb 2.760 00 v DM _- _.__ g Can - - - --- - - 0 0 umovw ---- r 0 Deflection -0 119 In 0 119 rr, Derl"ciio, 0 OW in in 0 000 n ______- -_ - - Location 5 973 A 5 973 R I,eriglb�DeR 0 0 0 0 0 0 Deflections L ttVDefl 927 4 927 42 Locatux, 4 OOU R 4 000 ft ,erptrt DPII Deftecilon r erg RtgM CatNMever... LengtfvGetl 605 7 605� _ _ - .. � Dt fbctan J 058 n 0 058 in Right tilever.. 0 000 m I-MV11,/Deft �- IsR/ll9e<t I�L9W Dene[tx,n 100 n Ce�Met Span_ Qfalil9l9 LeN CanlNevcr... 0.000 n Street{Calcf -0 179 n -0 179 n Deflection 0 000 n - - lenpOVDeft- - 622 7 622 7 ��� 0 0 00 :erxTlh QeR U 0 0 LOCA 3 172 ft 3 172 R LergUVDen Stress Calcs - _ -- _- r Andysis �ft 4346 1:3456 Rk11MCmlNevw... _=++ 3 Stress C8105 so 30 30 061 kA3 Ane 25 375 112 0 000 n --�� Ck 28 O:iS Le U 000 A Cl0000 Deflection 0.000 in Bertdtrig Analytua01=-:���,^H�:� . Cf t 200 Rb 0000 . LeWVOVDeA O.0 _ 00 Cf 't 150 Le 0 000 000 Rb 0000 R Sxx 3106410 n3 Area 16875 In? Befitting Analysis ;�r�4 Ck 21 035 Le 0 000 ft Sia 51 563 113 Area 41 250 112 ®C«yer MMLMEM 146 k-ft 9 52 113 1.863 �' 'Stress Cf 1000 Rb 0000 CI 0000 a Len Supprxt 0 00 k-ft 0 00 n3 1.683 00 Poi ab!st Calcs � � $�� A� 57 9 I�x MQmerh 59T RlQ9 2 ro psi ®R Support 0 00 1,8�!DO sn Center 140 keit 14 47 113 1 157 19 psi _ t 552 50 0 00 k-R Bentiding Andy Sip 119 188 il,3 Ane 46 125 Int 1 157,9 I Centel 0 00 k rt 20 00 Ina 1 552 50 psi Show 0 Lan Support 0 RWd Support Ck 19 527 Le 0 000 A• G Left S u p p 0 0o k-R 0 PS c 0 O9 k-R U 93 113 1,157 19 psI �l eft ��� 0 48 k C„ 1000 Rb 0000 Cl 0000 0 Right Support @ Right Support 000 k-A 000 n_'i 1552 50 psi gn,Shaar 095 k .t Tt Sia R4g'4 Shea Analyse 0 Left Support 0 Right Support Shear Analysis a Left Support 0 Right Support Dev9 821 Int 4 910 n2 62 18 in3 2.780 00 pal Design Deslon Shear 1 40 k 2 4C k Arse Ragnred Center 1430 k-A D n Shear 0 7s k 0 73 k P7 75 0 2.780 00 psi Area Required 7 251 n2 7 481 int 2 Fv Allowable 97 75 Dr 701 000 k-A 0.00 813 rglxr i e 0 Left Support 0 00 n3 2,780 00 Pa Fv Allowable 97 75 psi 97 75 Area Required 4 SSc 112 4 � .n 6"0"41 Satpport 0 64 k BMVV L.anplh Req'd 0.290 h 0 Right Support 000 k-ft F Alk7wdbu 97 ., Dei 97 75 Psi Max I eft Reecti rr R 5t Supports Mout R19M Reecbon 0 32 k BMflflp Lal ReQd 0.146 M Shear Andysls 0 LM St,ipooe 0 lg6 88 k Pal B Max L eaPa1 Bearing Le R nReaction t 'O k Bearing Length Read 0485 -- ___. -- - Design Sties 7 110 k Max LeR Reaction 0 47 k Bearing length Req'd 0 SU4 m , by k Bear,ng Length Req d O 46 —I Arse n Shined 41 119 M2 38 272 n2 Max Right Reaction 061 k Beatng Length Req'd 0 648 n Query Values psi , ■� Deaactlotr Fv Alowetik 189 75 psi 189 75 Query Values Query Values M.V.a o 0 sp.aa.e L«aNlotls Mal" alter 0 0000 n s s 0 64 k B"If"0 uppoii 1 561 in ManWd Shear DeRectlon Moment Shear Deflection Cenbr Span LOorOn' 000 A 0 00 k-R 0.0000 in 5.20 k Besnny Length Req'd M.V.a D 0 spectlMd Locations :�._-�-.^---^:._ ......_. .�,^:r» 0 0 00 A 0 00 k Max.Lem Reaction L Req 1 377 In 0 Pan _ M@ Center SpanO Gant Location ocaltorls 0 00 n 0.00011 `f, k 0 0000 in 0 Right Cork Lor:allon, 0 00 k-11 d 0 00 R 0.00 k-A O OO k O OOOO n Max R Reaction 4 59 k Brarng Length Center S Location- 0 00 R 0 00 k-R 0 47 k 0 In _ t 0 Loft Cant t ocaltiar, ®Right Cant Location 000 A 0 00 k-ft 0 47 k 0 0000 n Hall Blvd,10540 ,a , 0 In 0 Left Cant Location= 0 00 R 0 00 k-fl 0 00 k 00000 it 0 Left Cant 1.ocatirm= 0 00 A 0 00 keit �" 0 0000'r Hall Blvd.10540 BUP2001-00384 Halt Blvd. tOrtO Hall Blvd 10.`,•10 RUP2001.00384 18 of 37 BUP2001-00384 9UP2001 00384 17 of 37 19 of 37 20 of 37 jam ImGtoo 1p" /If 0 - 010- 40 MUM ar!!.1lN l M s�Na f.TAr-I iQi ',o.. T1W SIN tit K aR Jaa4 P. Nicer 1!-t 6 -o �RLs1QN 064WT too. _�- of 4 3 C�ALQLA?�/1r. JOFN D. DAM I!" O DELSCN ENGINEERING INC. TNM: GEORGE wALL DAYCARE Job a DCo0ta140 Title: GEORGE WAIL DAYCARE Job a OCOo,o 14C VA1GfaNIR W�ai4 108 W 14 6T CxY.G"Im By. _ �_ Dsgnt: JOHN Date: DFLSON ENGINEERING INC fLi�11r44-�4 �R' �� VANrA2&Wk NA 0"4 �.@, _t�R1)� Descr JOHN Dant: t'1��1'a44-1/s4 Defcttptlon: 10530 SW HALL BLVD Descnptan: 10530 SW HALL BLVD 11511 NE 14 Sl TIGARD,OR 97223 r9"V _ J 11511 NE 14 ST VANCOUVER,WA 98684 S T Ruc ruRAL TIGARD OR 97223 ,� Scope� - VANCOUVER,WA 98884 scow: STRUCTURAL / #'oip f� 'Pis.Clr`h N1 WF- - 360-9,014-7094 Square Footing design 360-9"-7094 Square Footing Design 3 1 r/ .. .- � 5icw+W3II ws,3 n� %res VA,J2 1 CWI0•, 5w�inil •w, IItleMcare I• __.._�-.�.-��a.1 �/"'� .. _ . _ ..: liiiwswffew^c T1w Iran .. -. ..><'z:,.- '7�^.';�. . ..ersr'• sem„-n !' c WiercektdOt• ", f@ FOOL @ 0 t . _. ,»-»....m. G,arierpretdpt•ro0e F "9 � Description i /}/� Description I ' . . / ~ - -- - - -^ �� daaIs to ACI ane 1M7 UNC Rag11MMlMlltf - .. �-- -- ACI 31/fS and 1117 UBC ReyiiNan nts _ _ _ �� _ YAT•k. _ -.,.. . ' nal IMonnadon - Morrnation .. . . .. __,... I 11 an dsegrad 5 Gena t3enen11 an to _. .. DNnenaton 2.250 R ,. .� f Dwyer„ 3walym 500 R . . . 800 k � 2 090 k r> 19 Dead Load 000 k Thickness 12 OC Load t 1200 n n 0 000 k Thickrleatt rve Load `LL��/�L(„� �O/< l (/ Short Term Lard 0 000 Short Term Load 0 000 Rail Sire 3 _,D0774C ]// - -� /► I� 4 Live load 0 k Mol Baca 2 L k Not Bars fid Y r ,y ;! 6 SQll� Y� _ 5 _ N� V 1, i�7 I - _ 3 Bar Size Ciwer ,.� }} Seismic Ione Reba Cover 325(1Seismict 3250 ./ x /.r�C�1 /r a ._ ..:...• Overburden Weight 0000 pa; f c 2.500 0 Psi Overburden Weight 0 000 psi Rebar 2.500 0 Pat rG r r-1 -t--- /��f r . ... Concrete Weight 1 , pc 40,0000 Pa Concrete Weigh ,4 JO Def 40,0000 psi } r--T 1 - i. ! LL 8 ST laeda ComWne Fy >ads Ccxnbine I y 4 _ Load Duratirx,Fact 1 330 acct Duration Factor , 330 �/Ito Icr" -r1�9j ft4&P6AI l � - 60011 saarft .500 ps1 60011 Aikrwable`Nxl Beanny 1.50000 psi /7 /� \ L ` 1 / .l J1 . . ' Column Dkrwrrlon _ --- ._ Column Dimension t AtkiwabM SON 1 00 r Tel P . / eimtorcin .-;.-;,ell Reinforcin �-::1: k. t�. t o. ., R .. Rebar RequkotMrk ... .... Rebar d dept USE of Width . Actual Reber Nr depth used 8 436 n As to US per foot of Width 0 142 112 ebar Requnemeslt0 142 1n2 ! '. _ . : . .. :_ . 200lF 0 0003 Total As Req'd 0 319 2 Actual R cared As rReq fool 0 496 h 8 438 n A s to ., A r %� y 112 Mn Allow%Rrn1 0 0014 n y p 0000 111 Mn AI % ernf 00014 - l As Req'd by Analysis A;Req d by Analysis X © 7r �I+ .' ... 1 . .&q : . ' Min Renf%10 Req'd 0 0014% Mn ReY,I%to Req d 00014% . . io 0,/ z..1�+.► iJ 'o;T a �/��'=G o✓tr+L1 . r Z G,T _ . mmary Footing OK Summery Footing OK sa. _ ,�.�., Mi W ALV .L�/�rt rtj�, .. 1.. 20in think with 2 s5 bars ! Om thick with 3-05 bars :. Su -_ ._ arP. x square x . :. :...: . . . 2.25n squ 1 .508 squa 12 . 3 F-2, ••�� .. . ., _. ... 94 Vu Actual One way 12 47 psi r '!r ' :. Max Static Sod Pressure Dsf Vn Phi Allow One �5 psi Max Static Sal Pressrue 1 500 �1 Vn M Allow One W y 85 Fsi . f� St 5 I Pressure Sod Pressure • Allow is.a S .. , _ ! at Alk,w toile - r 31 f1<? 1251 17 psi Vii Artttel One way 2 poi 1 500 00 ., 00 P •v a 00 � /2 • Q '" 4 1. dual Two-Way 11300 psi I Actual Two-way 135 13 psi . (� I Max Sf►oA Term Soh Prrias+rre 17 per 70 Sal Pressure 1 1 Jt 94 pal 70 . 9% per n Two-Way P� 1995 f n wo f _ . . • ' Allow Shoe Term Sal PrPssure Allow Short Term Sod Pressure Pa 1251 Vu A Ji 1 00 V 'Pfe Allow T ey 00 Max Short Term _ ... , ,. . ... .... ...' _.. . .. ; - A A eba Selerbons . .:. ... . I. Alternate : ... - O BMu Actual 78 n . .. ... ... . _. . .. • 880k-AIR 1 NT 1 ABs 1 i19s 1 A1Os 856kRIR 1 N t NBs 1 •fie 1 9108 PM s PM L s r IAr1 rPeCRY Mn Capacity , . . - ... .. ... .... ... . . C L. ;.. ..., . . / . . � Sit � . . . : �� _3 /( _ .. . , . , . - ._ . . . . _ .. . .. <P t. '. I f .: .. ... . . . ................ :..... .. .. . . . '. ; ... i ..: . . -- ... , ....s f .. t . . ' . _.. rr+xl^.uixrbrani..nrir . t . .► . . . .', S. E ,� .. .. E...:... - .i. _., 1. i€ .. ,................ . .. ...,.. ;. ;. .......,.,.. i.� ..•..�... . - . . . . . . . . . . . . . . . . . . . . . . ## i 3 :...i.. . . ..... .... .............................. ' : 7 . . .. 4 . . . .. L ' i _ r. r I i t _ . . t t i .. . . t i t E r . . Flag Blvd,10640 - ' BUP2001-0WN Hall Blvd,10540 Hall Blvd,10540 21 U ]7 BUP2001.00384 BUP2001.00384 Hall Blvd,10540 22 of 37 2]of 37 2BUoP2G01,'0384 , ,; p' - _ ':'., },E1`,'lei t%, __^"�'» _._ rt a ad -. �, _..i.-._. 0011 'Pr ' LNi�N.RY I o 11 IIZ I 114 n I I ( I I ( I I I J tela .ri/tl1 Inn lu,,ull In'�un Illuu niiiilililiiit ulllilillln�lnlln�lll I I I li !I I Illllili illil n!Ilnl nut I yell II '�I III I I I II I Iltl Iul In III 111! 1111 Ifll IIII Int ell ► l I`y�,�1�y�1 14 k`f �A �I •3 b /� I� n - @ \ 7 r f I r: -, �'#•i ,� Rt r r I ) I I t AI 10 o I 2a 2� e� 2!l 2e s r { , �1: I.. I rS \ 1 l u p it :1l "�- fir , , �,5 t .a• 1 �i ti r? r r �, e � _�«- ET ��. to u � w�Ir } Ii , ', % r r, , ' � 15 _ . 4 ;,,1. g 11 les 1 I ��`�.�til r K. I T A e�f II .1 A 11 1111dikk Ill Ill W111111111111 Vi p11 11 yy�� 4"� " t 11'irt''c J"AIt r 1+¢.,��R r >'J t`& - ,. .. .. _ .. 4 I'll h"r�_ r,. r .Y;t 9 n�F I�i 1i r r i p lea 3 ti' Y9ryyc ` ..I i ; 1' J' 1 A'r'f{,ro, f I Al - �' S, ah s _%I�rh r''`Iw p��5,,.���.. c� yh,� ',, , J '35iy1 ' �• �• 6 k7gjr err_'14}4,,,.�j S ,f: u..tl__'rA '_"'_'su►.ws' "YMMl1 M14M.4r1PQ'..^.'w4M,ei�V/LRlI4Yna.b1eh�l^.tii�+YwiNS'A!3WM.IkJS k9R:, •lM1+MW !4Wp"'"';*, ,tv„ry:a n.-n.,.,,`•. ".v 1 , r. - �[V'. • .. , : e, ;'i'4�. ....1�.M151 „ -•_ ..•�'!•1'N'••fi4.'�V, . m I .... i ,. '-.. 4, w . �� .. k, .,. .. ... - 1111-1 IN M. J , ,.:.. -� ... .. p,,t n ,I • f 5 :.. ..• .) A... , _. ,,. .. Ir.{.. , , 4 �4� Y � / 4 1 ,z. 1 AAAA r'1• 3 �— 513HMUJ DNIMAR3 J33TZ DWIDR01HI39 3T393000 Z3TOh JARUT7URTZ C .3.H.0 OT M901003 JJAH2 3T393HOO 903 J33T2 DWI3901M1351 JJA ,t 2322URT QOOW Q3T330003 3TAJ9 JAT3M THDIJ ,t# H09AJ-RI3 2AJDU❑Q 38 JJAHZ 2MA30 DWIMAR3 JJA ,t .P-ZS QRAQNATZ .O,H,U 30 2WOIZIVOR9 3HT OT M5103W03 JJAHZ QNA Oa 3QARD ZIa-A MTZA QNA P-as ,❑W 2QRAQ •T3 02 5139 .2HJ ZS ----------------WAT22QAOJ 3VIJ . 30DR JJA (INA CI-ZS .00 QRAQNATZ .J.a.0 HTIW YJ9M❑3 JJAHZ Z3ZZURT .1 MUMIXAM 3H JJAHZ (2NOIZN3MIQ TZA3J) 223J R❑ XE ZR3HM3M JJA S ZWOIT33hh03 QNA ZT93ZWI JAT3M ,J33TZ DhtOR❑3hI3R Q3QJ3W JJA S ceet OHU 939 2A DWIQAOJ 9U QJIUH WOWZ) JAT3M THDI_I 903 2WOITA3I3I3392 NDI23Q 3HT AO 2N0IZIVOR9 ,TN3TWOO 3RUT2IOM Nei (2I2YJAWA QAOJ W002 3TUTIT201 3TA J9 22URT 3HT 10 2322URT QOOW Q3T330003 3TAJ9 8-aS .OW Q9AQWAT2 ,O,H.0 OT M9❑3NOO JJAH2 1 J3V3J ---------------- 510013 ,Q3TOW 32IW513HT❑ ZA T933X3 JJA TA 938143H 3HT 30 HT93Q 3MA2 2A aNI)IOOJH QIJOZ 3QIVOS,9 E <2NAJ9 h❑ NWDH2 32IWR3HTO 'L23JNU MUMINIM) 7NI05103NI39 rr ,T3 ,OZ 5139 ,ZHJ OZ 1 QNA DNIOARH YAT?. R3HM3M 3VI223519M03 QNA 22URT JJA .S MUMIXAM ,3,0 '0-`89 DNIaQI9H QIJ❑2 ,DNI9A3H 30 2TWI09 'H` 39U209X3 OIZAH ,H,9,M 08 .O,H.0 ----------------- ('.'vIIW Q3V❑R99A WA YH Q39UT3AgUNAM 3H JJAHZ 200IT330003 93TA39D 90 I OT Z A 3VAH 2TZIOL 393HW Q3RIU039 3H JJAHZ 2JJAW 903 DNI3R03WI3R ,A NDlTIQ3 CPFI E 3NOS •3.H.0 - -- JI'42IJA r�� R3RUT3AIUWAM N1 QJ3H TOW ZI 3aa3 3N❑ 393HW QNA OITA51 2Z3WA3IHT OT HT93Q 2JITA3Q 332 JOU .1 ,OT3 ,DNIOA9H ,QRAOHJJAW ,DNIHTA3H2 YH 3WIJ NDI23Q QWA JAI93TAM JJA a3TOW 32IWR3HTf� 223JNU •t TZOM 3HT OT M903h03 JJAHZ 0I393H Q3TIJ ZhOITAJI-11339Z OaE\J 30 HOIT33J33Q QA❑_J 3VIJ A Q333X3 TON JJAH2 2513`3H3M E — 3HT 903 2322:35172 DNIX510W R❑ 25100J3 903 OOa\J 510 230❑51 5103 YRN❑2AM R❑ 3T393003 HTIW TOATNOO NI 2R3DQJJ QNA 23TAJ9 JJA •P 2UOUNITW032IQ �A QNA 9OT ,MOTT❑H TA 2UOUNITW00 P#-S 3JAJ9 .H •3000 R❑ h❑ITAOI3I0392 Q3T90QA YJ h 3❑17R 51❑i 329 eC[ �1❑ QAOJ JATOT A 93QWU JAI93TAM 31AIR9❑5199A A 3HT RASH JJAH2 R3HMIJJ ,T.9 Q3TA3RT RU22399 3H JJAH2 ,2JJAW QNA 2NOITAQNU03 JJA 30 2QN, .32IWR3HT❑ Q3T❑N 223JNU 93HM3M • RAM YTIJAUfJ H9WA QNA ZNOIZW3MIQ JJA Y1I513V JJAHZ RO13ARTW03 JAR31,130 S 9UH2 DNIR33WIDN3 3T3J9MO3 H2INRU3 J_IAH2 939UTJAIUMAM 22URT .P ,2N❑ITITRA9 _13JJA51A9 _IJA 513QNU 2T2IOL JJA 3JH000 Z 903 ZNOIT032513TNI QNA IZ WI 3 0 Z OOI Aamu X aWA 3JAJ9 ,3 ZWOITIQNOO 90H2 ,JA32 2'933NIDN3 JANOI'L233OR9 Q3R3T2ID39 HTIW 2DWIWARQ JATWOSI510H OT R3HMUN QNA 3SI2 NI JAU03 ZHOITAQNU03 QNA 2JJAW YAT2 JJA QNA IDW3MAjq AMOI 2 3 YJRA1393J3 WOHZ JJAHZ 2DWIWARQ .2TN3M39IU03R DWIJIAN 903 2DNIWARQ QNA 3JUQ3HJ2 332 a ,DWI3R03NI351 ,3QO:) T23TAJ 939 ASIOW JJA E �r Q3AIHM❑3 QNA 2335103 2513HM3M 3VI223R9M❑3 22U9T 903 DNIDARH DNIHTA3H2 QOOWYJ9 3QUJJNI ^u2JA .JJAH2 .JATTIMHUZ .NOITAOi3IR3V 5103 232235172 JA97'TAJ ,QNIW 5103 Q30A9H YJ3TAU03QA 3H JJAHZ 3RUTOU51T2 2IHT .P ,W .00I❑3NI JAVO1513V A -3 3ZZ JJA HOITAJI3I3392 MT2A ❑T MR01MOO JJAHZ 3IRHA3 3RIW Q3QJ3W JJA P ZT1WU JJAW QWA 3❑051 3HT JITWU 2305103 3HAUGHTRA3 SO ,HTRA3 3T3J9M❑3 3QIVi1R9 JJAHZ 513RUTOA3UNAM Z2URT 32IWR3HT❑ 223JNU 3Q�,51D Q-3 3H JJAH2 DWIHTA3H2 QOOWYI9 JJA .I a-aS .DN 2QRAQNAT2 ,J,H,U QNA Z8t-A OT3543HT Q3HOATTA YJTW3AAMR39 033a 3VAH h NDIZ3Q QAOJ WOW- DWIQUJ3WI 27ZZURT 30 NDIZ3Q 33WAQ9❑JOA NI R'1RUT3A3UWAM 3UJD R❑I91TX3 HTIW ,NWOH2 I2NA\E8-t 29 QRAQNATZ T3UQ❑519 23TAT2 Q3TINU HTIW 2T33H2 TAJ3 NI QIAJ (IMA Q3IJ99U2 3H JJAH2 3I9HA3 3511W JJA .A 3HT 30 39 J_IAHZ NWOHZ YJJU3 TON WOITOlJRT21400 30 23RUTA3.3 JJA ,Z ceet 3HU 939 DWIMR❑3NOJ ,'000WYJ9 JANT2UQWI QNA HOITJURT2003 9103 '1,eetA 3h0 9AJ ZHAJZ WI NOITIZ09 839099 ❑T Q3R1AH3 3H JJAH2 QNA Zh❑ITIQh03 51AJIMIZ 5103 HWOH2 ZA 93TJARAH0 QNA 39YT 3MA2 ANI 22c9T2 JJU3 3HT 90J3V3Q JJAH2 23TAJ9 NOI T3W S1�HM3M 30 XRAMNART A9A 3HT DWIRA3H QNA ,e-ZS QRAQNATZ .O,H.0 ❑T ,2QW3 QNA 23QI2 h❑ IS 2UJ9 HZ3M JJU3 .933WID03 YH W31V351 OT T33LHU2 JJA Z WOITAI302ZA Q0❑WYJ9 MA3I513MA 3HT 2HJ 0005 3❑ R3HM3M YNA TA 513-IZMA54T MUMINIM AHI QNA Q3TAJIRHA3 ,a3JIAT3a 3H JJAHZ J33T2 D013510101351 JJA ,Z 39 JJAHZ ROT3A51TN03 3HT YH Q32U ZJAI93TAM QNA ZT3000519 JJA a 0\PS X3QWI 'S\I O.KU DWIHTA3H2 3009 A ,ZIE JAUWAM DWIJIAT3ft I3A HTIW 33HAQR❑03A WI Q30AJ9 33hAQRO33A T3I9T2 01 Q3JJATZHI 90 Q3TO3513 ,a334J9 ,Q3IJ99A �i T03NWD0 a 8P\PS X3QNI 'P\£ O.O.0 DWIHTA3H2 ROOJ3 "H •2NOIT3URT2WI 2`513S1UTOA3UAAM 3HT HTIW IH N029MI2-t HTIW 2R3HM3M DHITR❑99U2 ❑T 2322URT JJA D,JA 33WWO 0\PS X3QHI Ism •OXU DHIHTA3H2 JJAW .3 YJ351U332 QNA YJ3TA5IU33A 3H JJAHZ J33T2 DWIJROgMI39 JJA ,A Q33AJ9 cc Lu Q393DDAT2 ZTWIOL QW3 HTIW QIAJ 3H JJAHZ DHIHTA3H2 QOOWYJ9 S 3HT 903 Q33AJ9ZIQ 510 TW3Z 3H i TON 1nNZ 3hI09O3h13R ,H 2N❑ITAQNU03 ' 3 JI❑ 23DQ3 JJA TA DAIN30JO TAJ3 PXS HTIW DWIHTA3H2 JJAW JJA ""30J[[ £ 3HT YH Q3VOR99A 223JNU 23QART 513VO 30 3303IN3VNOJ 'L DNIRA3H QAOJ JATOT A h0 Q32AH 39A 23SIW❑ITAQNU03 t ,`133NIDW3 JARUT:)URTZ ,T3 .0'L A39 .2HJ OOZ,t 0 351U223519 co cy W 2DNIWARQ QNA 3JUQ3h32 939 ZA JIAN P .�.o O YAJ92 'OI WI 't HTIW ZDWIh39O QWUORA J33TZ D141390-314139 YAJ92 ,3 QNA 2DNIT❑03 3[I MOTT❑H OT NA WWO?OITAV3J3 QI(I Oj S ZAH 39A '0-'t HART 223J HTQIW YNA 3TAWIMIJ3 OT QO❑WYJ9 TUO YAJ .Z WWOHZ 32IW513HT❑ 223JNU �UR9 Q� 3JUQ3H02 HOIT03hNO3 QNA DNIJIAN J33T2 DA139010139 OT Z33AI51UZ 3T393003 MORS 93V❑3 MUMINIM .Q JAWIDIRO Q38RUTZIQNU MRI3 NO Q3QWUO3 39 JJAHZ 2DOITOO-1 JJA .E O.W.0 2R38M3M QOOW 903 ZJIAW 30 5139MUW MUMIWIM 13([ JJAHZ JID2 O P y DWITO03 30 M❑TTOH OT 'S\I + '£ 3QARD JAWI3 WOJ39 '0-'£ 30 MUMIWIM A 3H JJAH2 2DWIT❑O3 _JJA ,P � r ------------------------------------------------------------------ \ � p JJAW 30 33A3 HTRA3 ❑T 'P\[ _+ IS .R3W❑J 2I R3V3HOIHW ,3QARD DNITZIX3 WDJ38 'a-'[ 540 J MOIT33MMOO JJAW 30 33A3 3QI2NI OT 'P\I -+ If- ___________________________________________.___..____________________ ZHMUJO3 QNA 2MA3H J33TZ HIAM 'P\t + 'S M0513 NOITAR390 QNAH YH Q3VOM351 3H JJAHZ JI02 Q3H51UT2IQ JJA Z FPO) 10 01no Qat-S JIAN QN3 - 23TAJ9 ❑T 2QUT2 WO ZHAJZ 30 93TH33 230AIRUZ MOTT❑H QWA 9❑T OTHAJZ -+ 'P\E ,23WIJ TA3W OT WOITAVAOX3 DNITO03'S P HOO O QO[-P JIAW 30T 90 3QARD 23TAJ9 M❑TTOH .8 23TAJ9 9❑T OT hOITA`✓313 M❑513 Q3993T2 39 JJAH2 2DNIT❑❑3 30 MOTTDH ,a c' 3a L ,0.❑ '8 9 Q-OI 93HT3DOT 3XI92 -- 32IWR3HT❑ 2A 7930X3 2R3T3MAIQ aE 30 MUMINIM A 2RAH JJA 9AJ ,3 51D 293T'l JA01!TR3V `0-`1 OT JAThOSIR❑H 10-'S TA hDITAV3J3 � _\^ 51:23f119X3 30 3QI2 HOA3 QOI-8 2N 3HT32R3TWI d 9AJ a3TOW JAThOSIROH A OT JA3IT513V 1 Q333X3 OT TOW Q39❑JZ 3H JJAHZ TWIOL .51330IDh3 NA 9❑ T33TIHOSIA 3HT YQ Q3VO999A 03HW '0-'4 HIM 9AJ513V❑ 3TAJ9 9OT aAJ- 30 R3TW33 RA3W Q33AJ9 3H JJAH2 TIUQNI]3 JAOIRT33J3 .3 —, QTZIOL DWIJI33 J 3❑09) ZTZIOL 5100J3 YRN02AM a01-S JIAW 30T - ZMA39 90 23TAJ9 OT JJI3XOAH 90 JJI3 JARUTJU9T2 QOI-S JIAN 30T - 3TAJ9 OT DNIA30J8 QWA A3RA Dh1QJIUH 3HT NI Q33AJ9 JJI3A3AH QWA JJI3 JJA y QOt-S Qh3 HOA3 -2TZIOL OT DV,IAOOJH DNIMRO3h03 2TINU 129 OOOS 39 JJAH2 2TINU XOIRH DNIQJIUH JJA ,A H3UZ a3T3AgM❑3 YJ3ZW3Q 3H QJUGHZ 233A351UZ Q3VA9 HTA3039 ,3.0 'SI 9 (101 2QUT2 93WROO VZ 3QA50 1-4S .OW ZQ9AQWAT2 .3.H"U OT R3TIA Q3H2I19M❑30A 39 QJUGH2 DNIJJI3X3AH QWA DhIJJI3 tiA o A H A T 'SI 9 QOI 2MA39 Q3TANIMAJ XS DHIX9A9 QNA DNIQJIUH 3HT WIHTIW DNIJJ0R3R9 Q3R3DDATZ I29 OOOS 38 #AH2 2TINU YRW02AM YAJO >131Rr I�r J, �C}r .e�Y •d. I T NAO AV I air.2S I Tod S T01 I I i I I 03XO�HT YAW�JAW :JN00 "aF I H210H $103 03S11UO351 2A 32G3 OT AA-3n "SF. •3GAA2I S TU0920WOG 3f AO 30AAN3T01AM _ ai✓St �_ ro.Sa OO.Zt � 1-R N ,HOT AJ O10A9 DN 00.2S _ 'U.Oet 3 aA 8 ea 2 TOAIJ'TMOO AGA _ _ _ 2 cv s 00.E 00 00 00 00 00 00 00 00 00 00 0:0 _ _ — x-- 'T x T N3 A3 A-NO 220510 ,�� /•�), �/.��+, �/.�r� ,,• NOIT AOIG30 A3T3A S>r.�C t OO,a -V + ; A/�I����I /�� �.I�OI� V r-. ;r .—.rr. �'.�•� -+�—.— L.r - — r r•�,T•-n -•'—L—•+� — ;0\ aT "Fit 5139 XJAW3G12 .0N00.001 ,aTMAT-MaM0� d 9YT ,65U3 % 2NAJg .GT2\N 0 �0qt JAIT3G 332 • :I. `�"' 9 �� ) 2513V A9 OT MM9 I AOR032 -41 I I v bB01 isteofi .9.8 aC)8St I r: I W T0Uf1T2V�003A �b 3VOM3A I I •••' 3J6122300A I -- - , � I 01HTIJ000M "A" 39YT TOGO ! WSW nopsio ,bnBlhoq I I 1 � '- � A39 0►H9AA2 I � N0T AM ,A3TT UZ 165iU3 3J612230OA \ 351UTZUATZ X3J9UQ I I A3TTU2 201T21X3 Mr 08c C08 9noriq I I A39 0212 ZAIAAA9 ❑ 'I A0 S !IAT 30 i I:' S8C E0� 91imi��Bfi j Ao G3TNUOM v3\r S8g ,3NIJT UO 300A NMUJ00 n UOS ; to 1 ❑ 2391AT 2 L �d1'roa o ar ,%, o I o y fi'' 7V110J1U4� W3V1 _ N - \ ° I N y F F .1.2 0.042 � oa.ar _ I UL o�.ar o L N I' A033A0 S O I -C pp , y��Y2 o ❑ I I 0 I SO 0� a 2W303A o I' ;, I 9�A m I 00 `-' I I T o,vj •� (V TVI3UO �Z I v I! ' r 3T3AOA00 WN I } - ( 0 I � I 'A .3000 3GIW "8- `" 'I' T A3M3V A9 ZU0 09 I T HZIJ 3T 12 W 3N + 1► JJAW v I : \ AZ12 TA3MU00M JJAW ZNINIAT3A v :I. I 40 �• 332 I , � i••• AOIA3T NI � . %SS`� 1O ��C3A0F1 TM JJUS WS OINK 00 30N33 'a G3TT AJ2 W3A I I :1'. I _ � � � I G3TANIMUJJI ` +`•'' ' +' -- JJAW ZNINIAT351 W3A 30 qOT A212 TN3MU00M t AI$C-0` 23 ,ISR a o 010Aq HIM 3T AZ TWA03T 01AM 300A G3P.AH2 '- .GT 2 1000 *3" A3AA 'If TNAIJ9MOO AGA ,HOTAJ T03M3243 \W AOAgA YAW3VIAG I T��1�0A9 Ill 3T351aN0O W3N "a M OO.S OO.at 8C.>3 I MOOAfl) 0051gA I' TNAIJ9MOO AGA �- I ,, 21013 � 2gMAA XJAW3G12 .qYT X�AAO JAOiTA3V 513TN3O X0A51 316 a '' •' - .-----..______-- __-__ ,. I JJAW 033WT36 T0101, JOATN03 3DR03DI ,YJ00 JJAW 1-RU02 .qYT ,2g3T2 ZNIAU0260 TH212 HZIH 'a ,• �' fl-fl 00RO32 t JIAT3G 332 'ax Ot 3AU20J0A3 H2AR? 00 i (00RA01G3G A3T3A SL.ZC t) JJAW ZNIT21X3 OM3G _ - - - JJAWX _ 'sL.oe r w"a�'aL•ea A oo C 6;+vo "�s JJ J _ C a ras 0 S _ A39AT j �j d r*4 v��J A 3 v l ( JJAW KTU02 NI g3T2 .9YT Ca.a�r 3RAO YAG1 �,O . x-5150 QW YAW3YIAO JARAM1239 ZARZIX3 223AdCIA 3TI2 CNJa �JJAH W8 4WOr c Tot asses AO ,aRAIDIT a T 01 I JAR N3G123A ZAn 21X3 I QAADIT '1O YTIZ ,,/A�''AA r� ..........................oe••oiggA �1111/1�1 ! ��HG . ................oovoijgA vileeolfibni ni�edhozeb �� erlf y1no is ' OW TWF139 HT tIO N .W01101 of lA1t019A� MAJ9 EMB .._.w Pr t2 ibbfl day, jN as of a a T A A33MAN0 "A\ir 23203 03209X3 JJA 'at = 'f :3JAOZ II� I! 1 W 3N 351 0U 1230 3T 12 A03 G3U221 t 0\�S\� Q fl ,. '' , I I' •. ' • • e A • , ' '., � ',•� A TIMA39 5103 MU221 tU\aS\e t ", I r :I _ _ W31NN NAJ9 A39 G32N351 t0\Ar\Sf 210 y� y \ I I � , � J 2 — r_ G3003T X3 T NIDI, J AOR A3V 3V OOAJ-V 4►\L r � � �� MIS m IN J" 3TAQ 3UM1 _ __ _ _ __ JJA AO ZN3ATZ 3V1ZZ3A9M00 YAG aS t29 OOLL MUMMIM ,r ^, 1 O 1 .NIM XIM A002 �) 3r3AON0O 3T 12 3OAJ9-AI--G3AU09 ����ww -- - - - _ ZA N1AT 3A 9103 t-RZN3MZ 3Y%ZZ3AgM00 YAG aS Qq OOC& ,S 3'JI9 D AAQ JJAW Z0101AT3A 30 3OP,i 901'B TX3 — 3T3AOA00 ZAR003 JJAW ZNINIAT 3A A03 M ZA3M Z 3Y QZ3$1gMW YAG aS 129 OOCL E ` S,pQQS; AW A3aMUN T031,0A9 fl-fl NJITa32 A-A NOR'132 JJAW T A T NIOI. 93x 2 JJP,w T � T NIOI, 3f 3AON0O JJ --- 9MUa2 MUMIXAM "* M-1Z OT 3T3AOW) G3ZO9X3 'JX MASK N3 AIA i► ` S 3T3A0NU0 "� A03 XAM .Z.O '8 36 JJAM2 ZTNIOt. JASRA00 G3JOOT .er 3T3A'JN00 "8 5103 XAM .0.0 '8 GAA a3VI303H �� JoF�OO A3AR0 32A6 N3S0913 AO 3J6ATZNU VIO 3T3AON00 30aJ9 TON 00 -73 � .10A A39 32AMAG A3NTA3riV 34 3gYT YNA M0� 3r3A0N00 T03TOSlg .0 JA cacws "0-'t %\t :3JA02 8'T3 18 8 �O U,u„ iu ) MD 0M01 .bv1e IIRH "Loo-roosquo • v/I...n+r+rr.+r.�.1.Ae!'wM•T^w�+I. ,. -.. -.... ..wi.wrFr.w. 'wll,•I���:.- ��'�4RN - 1 41 ...,..,.r-.._+nom'.._. .,..Pw..r.r-. .... •. ry,.,. Shcr.!...—�.—.. wsw ..... .,.....w_....... .. ., _...+.-»•+-wwrll`rr..>r.w.ma.n-..__.... _ ... ... -....._-.....-�._...-- .. ._ _.......gyp.- ....-.-.._.•r-...._.__n_.—. .w _.....__ . . .I �' iiWl n N ul nl I I nu Ilu ul un usl nu nll nit lulllulnnl ul uu I n nllnn I,ilinu nu nullnl�l :ull ll Innlullllulliuilnillniilnnlnnlnc Dull n I nl n I1 ul 1 ( ln I nlm liullul�nTill Illrlrllnlllull�mo 1 l gn+Te rn�aio�� 7�71 - Ole es as cs t sly. �� olsr l�Is 1`� o �1 .It 1 el $61 E1 st i i of I j l i j 04 1 1161111 Wi 1111161"1 �O INfN ' a e ri 1 • � L Yf 1 r S• '.: i•' r :.o._„tr ° .yt, a •. '`:'1. VF n, .IY-4 s<. l ;c 0 ;r o6r-0ro0oa adot 3RA3YA0 JJAW 3c7A03Z) :IMT onr-orooaa a dor. 3RADYAO JJAW 3c7RU3c7 :sllrT :eua MHOL w .3141 00IF133NW143 1402-13a MHOL :>� •3141 aN1A33NIJ)M3 1402-130 _ m "O aVJB JJAH We OCaUt :nollghass0 OPr-Or003a p doL 3RADYAa JJAW 3aA030 :9114T .3141 aNIS1334I003 A02-13U aVJB JJAH nass0 W2 OCdOr 'noUg :emu MHOL :inpaa � ESSCB RO.0HAJIT T2104 314 «Zi r aVJB N r : \ CSSCB RO,aRAaIT JJAW2 OE20noipn�av0 liT2 Te&r 314 rri!rr a t T2 P 3A 1'W 1' JAAUT3URT2 :xp,a MIM AW,A3V603NAV JAAUT3u &9M AW,A3VU03NAV Es H e W �� MM AW,P.3VU03NAV _ JAAUT3URT2 : _- --- --_— Lw=w= t-0ro03w IONOlsilwwo ngiae0 Qnitoo� 91rup8 U.0�t..ass[ra v IK1Pe :aM r-0r000cr robr�Is,r.rwa nQiasQ an 100:1 p8 repel..e -`__ --- Mold ..P J crwrw w+..w[S[r�+ ,r Nq enu olaaysbaewOPt-0rOtklNedor•tOb+alwrsrle/o nein`+ pn000"' AlsupPi scllsv.errwecs.o.rtw.r �WO ..a, " noitgh:)ee] - — noilgiaMp 41-4 noilgh3s90 ---– GRAM �O �� SOO S ,8 1�16u n sl. -- '�"d" aiu nor ens awat lay a riie„a _- _�. / � t40r bm"t MA°1l mob wn"uaAu's3 noifwrnotnl Isisnsa n o0o n noihrmoMl Isien� NOa�AO smwn+,r,Psl 3eu car MIrt IDA of betwoeb am 8norfsNl:Ns3 noih11110 ni lineneD fl ao2 S wiwwv la wvbo3 naanen,la ordoo3 ME rs 00 S r A 000 C bb*o bsea n 00 S r aftmUr1T 4 0C t a r bsoJ ossa n0219Q n ri0l, n 000 E nolanemla grutool rl 00E or bso-1 bwa E '� 0 ri wo 0 ieT od2 P 8*6 b a A 000 0 bsoJ"i rn 00 S r amvl3odT rl 000 0 bsoJ evil ane to a �000 0 bsoJ mieT twr12 2 on l ,pni199nipn3 no21g0 2 eve use ��as 00D0 bsoJ�+1 non2 t ens6 to N A 000 0 beoJ mwT hale OcS E E 02S E — 199112 "A r N r r r r sy2 166 xrvo3 isdsR erne wdiev2 1OVOy ud al E stns�1r,r� E er1oS�unale2 IaQ 0 00a,S o1 169 000 0 kl@IsW nsb+ud»v0 �q 0002,5 A8a8e AW , 30 r r s r 02%E MVo3 1sdeH laq 000 p 1dgxeW neb,udwO req 0 000,06 wq 0 000,0► '� f+9 000 o wt NOS nebtud�sv3 v� ►�oo zlk r 1r1QIew ete,or,o3 1�q ao a�r Mpww elslxn3 req 0 002,5 01 1oq 00 a r 1rk"W elsi3no3 Nodmo3 absoJ T2 8 JJ srsdn03 ebso-J i2 b JJ tact 0 000,% V 19nrdmo3 ab&oJ T2 A J J tsq OO.00a,► OCE t iotasl rroltswa hsoJ taq 00 00c"t WVMG holt NdMMA OCC t Yobs i rnrhx�a bsoJ citE r lofos3 nalswa beoJ - n100 8 ` --- -- s1�WsNA rroranerrr0 nnwb3 '� --- _ �_.____ n100.a naanenuO nmub3 txq Ols c>c>2 t ns98 Ix>2 eldswoNA m(xl 3 noransrlNO nmub3 -- - - 3StA0YAU T-3jNT2 _JJAN 3A en Nummmawommomman_ Qni�toMlaA; niaiotnisA Qnialofniefl NOITAMAO�NI T03l.OSi9 ora sat 0 ditW to loot req 3au o1 eA ro Belk 8 em"y'p'R id''A srti s11r o rflbW to bot laq InsrrnuupeR udsR Snr 112E 0 rrareu Mgsb'b"udeR IsuhA Sn C82 0 'p 32U of 8A rw wou M"b"nd@psrl bA t :29nof 2 to iodmuM bV18 116H W2 OA00 r :aaolbbA Sn1 SP1 0 rtlblW to toot mq 32U o1 aA rs BCP 8 beau dlgeb"b"udeR IwtaA Pr00 0 b'peA alk Is1oT 0200 0 r11ooS Pr000 bI JF alk boT 0aw 0 bssu rUgsb b`ndsA oVl :b9191�1ni1g2 A8f;00-i 00S%a :l9dmuN timisq Sm 2sP o UpeR aA Istol 0200 0 y110M — -- ir,*R x woNA rvM Snl 11000 0 eMwnA yd b'psR eA -- 1meA x woMA nIM Ste 60000 �iloos x 11 too 0 �'A M b'psA alk u Ol C� 3 n 6 U 330 P too 0 tnrsR x wnHA nN Sm aM)0 aiaylsnA rd b'psA aA x 4 too 0 b'psA of if MieR.rIYN HO Qngoo� b'psR of x MNA nrM 29Y :ml sIA 91 i q �( q if P rw 0 open of if trveR nIM HO Qni1009 oVt :elobiilo0 b9tsfl ..V :noir3ultanoO to 9qYT ---- -- - - rsmmU2 r`mmtr2 rsmmu2 l� . 2 080,0 :rwiA lool� HO srI"�o� 216d za-E dbwJl3ir11 nio.Sr x sisupe noe.S 1eq sear �� -�rtliw li3irtt ni0 St x slsupe "M 16 f f f :bsoJ fnsqu3a0 P IIsW loilglxJ ritloN :2gnineg0 betsia 116W 10n91x3 rifloVl :aIIsW bs3tsA i zlsd -� rttiw li�irtl nio.Sr x slsup2 1100.6 lag Bea rBW-OnOIsubA w tact MMA,r - "W-10�' uv 18q S f cw.r stu8asi9 Ina orlat2 csM laq 00 a8 ewsasl9 Hot date o M '�00 28 VBW-en0 w0KA M9'nV s>,ieen9 Not 3'W2 woHA 1rsW an0 wdlA Ir19'nV t8q 00 002,t ewssei9 Not otlet2 wdlA la4 002.t 6 �sW-enOlwbA uV laq A•r @8S,t ewsael9 bot�Its12 xsM grit 101 2n6Iq �lnibllud b9lfimdu2 gril b9w91v91 pori no121via pnibliu8 blspiT to �fi0 SriT w� .oze ysw-enowolfA M9•nv taq 00002,1 s,uaes,91b2ad6lewoHA I'q rCzlk iaq 08.07 I;eWowT IA id uV 18q OS OSA,t \°WET IsubA uVCoo.t 9b0� 1(11siO9q? Islul7ul12 n01?910 gr11 rillW 9onsb1Coo6 ni 22eibbs b9on91glg1 9vods I Isg OO.00r - sxawq Not m�eT a xsM 'aV OOOCt laq Sr am, sxrwi9 w2 v9T Harp 011 A Her 0220) laq 8e CS ysW-owT hsubA uV laq 04 686.1 9luaael9 Ilo2 mieT We xsM VOW-owl'woNA N19'nV lag oo asae,t ewwi9 lio2 rmeT hoA2 wotlA pew Mi* Ud* OWM f+q�286,r nit6lsuT �d b9bngrns 26 gee r ,(0IU) 9bo0 91i9 rmolinU 9dI bns noifib9 H wq 000Tr VaWowT w(AIA Irl9'nV 1eq 00aee,r ssuaas191Ioe misT hor12 wol1A - Nwftsb2ledeR shm"NA e�+b«•2 nd.AsMrr>e11A s>t+ses�y Moa m»T hort2 walA 2noltlbnOo pnlWUllOI Slit 01 1o9!dlJ2 b9VOlgg6 916 2nblq 9dT .e1J329,1 $ 9119 y9116v j Al r a'aa S e'lkN S r►Irl-,r HB.0 � 3814 S 3214 x 870 C A18-A&aI Nwf�o, uM � e'Or N t a'6 a t a'8 N t !I l fl•rt S8 C �►� uM anodxle2 1scbH etsmellA *'Or 0 r 86 N r a'8 N t 8 C N r a2 N r e'2 a S a'P a E h 111-14 tP i Isut�A: uM f11 D"rl 80.6 Yffasgs3 M9•nM 8S N t 11 1 R-A S8 C yhn*3 M9•nM -- Y J:YIq 11M 2tn9mm0� W91V9�1 1619n9c7 a'or N r eve i a'B a t 91I9ivsJ 1(d b9V192do 9d lisda 9t12 grit lot Ilil 161utoult2 bns noifsysoxg ,pnibslp Slip .r of fn92 9d I102 af;oggl noilsoilibom 9fi2 To\bns 2tlogSl noitosqmoo IIA .Isoinriosfo90 ynA ESSW 590 ,blspiT ,.W8 116H W2 Hr£r 1s 1o2ivleglJ2 noitogg2nl ,2niAtsW qsH to 19enlpne to to9fidols Ij noltn9t16 9fslbernml 9dt Of lripwold 9d 116ri2 29ionsg91o2ib eniieenipn3 no2lga ,bloa91 910 mlobnU dtiw gonsbl000s ni bgliupgl 21 mists glil Isunsm bns oitsmofus nA S Istiimdu2 b911eteb yd ed Mw 201 pnimua2s 916 SW .S '.S.WOr noifoe2 9bo0 Of loilq bioo91 10 logllriols 10 iognlpne grit yd bew91v91 9d 116da 216f11mdue b911919(J gonsmlotnoz) Islgrlgg ni g16 2nslq grit 16th gitiang of blspiT to ytiO grit of isiiimdue .S.A.E.80r noitogp 0280 .pnibliud grit to npi29b grit dtiw bns b9iquo30 2i pnibliud grit 29mi1 IIs 16 be%r11rnulli ed 116de 2291p9 to 2ns9m E)dT .0 lgwoq s to tngve ns ni m9tey2 y3ngplgme ns moll b9bivolq yllsoitsmotus ed 1102 noita92 0220 .Isflimdue bellglgb yd 9d Iliw 2idt gnimu2es 0216 Sir. 9W .giulisl S.e.S.800r oAzor bv1911r.H 011301',bv1811sH • b8coo.roV9ua �E to es 1 SC -Mb(&O0)40T f C f p Pf d(tUd)E,SSCP AG ,bwyiT ,rwl8 Ilr✓1 t VJ2 0S f Ef Ue o11aor,bv18 oo-roos to a 118COU-r00S9Ue TE to as 0R0t.bv18 IIsH CC too& 48E00-r00S9u8 TE to TS dfiw g3nsbl0006 ni gd Ilsda pnibliud Srif of tn9mri36tt6 bns noitoultenao 199nev Aoil8.E r WnemmoO weivoR nsiq .0ti l noitoe2 0220 noifouifanoo gvit2i2gl-g111 luod-ono tedf 2291 fon t0 9d o1 bgilupsl 2i Haw rihon er1T P 9d Ilsda 8A tg9ri2 to A noit392 ni nwoda pnilig: luod-sno self to isysl f21il erfT.t'r asildmg226 gilt b919d61 bns bS1ail 9d 116112 2pninsgo IIA ytisgolq no rlods3ol Of sub .1sysl bnooge edt pnillsf2ni of loiiq noiaiviG pnibliu8 grit yd bgvolggs bels b9toeg2ni yd b9139tolq ed Ilsda 2pnsr119vo 9vs9 tool gdT .luod-arlhuot-seirit nsdt 2291 ton to .noitogg2ni pnilisn s.e91iup91 owls 1gys1 bnoos2 eiriT 9dt molt test (A) luol nsrit 19aolo bnstx9 diel 1102 29vs9 9(iT .noitouitenoz) luorl-9no anoitos2 0220 Haw 2irit ni bgtlirmgq ton els ,pninggo bstoef0lgnU .9nil yhsgolq pnil9vu9, nsm ,pniwe loob ,anistnuol pniftib ,2MOO11291 lot 29luf691 91622g306 MT.i.f A-2 9,dsT bns ,00'T ,r.S E00 ni befoult2noo 9d IIsda 2giuts9l yfilidi22933163 lento bns aloob is a9:Jn61sg10 a'neiblidO .agiugi-1 OAAQA bgr136tts grit bns r r 19fgsrf0 0220 dtiw 9onsbl0006 9d llsrl2 11sw luori-gno 9dt to test (0 r) net to 9onst2lb s lot 9lutouita tool loilstni SHT 8 grit t0 u9il ni moolt291 2'igAst916o 9dflisdt iedt0 ni beau ed ns3 atnem91uassm (Sr) 9v19wt is worse 2n6Iq 9riT 2pninggo tuorltlw noifoull2noa luori-9no yd bsf3:31olq els esedT .r r 19fgrdO 0220 ni nwod2 2tdgig i pnitnuom lot tn9m9lua69m b911upel 91622irmoci s 2i 20T .s91s toot (Or) net amt 9blatu0 pniln9v tool rlfiw 9onsteib toot .beau ti y1no etnemewesem beiiupm sis bn,, '(lno eoneietw or. berl3stts .S.a noitgeox3 .r.4.eO7 noita92 0220 .bewolls 21 bns borlism 9dt of gldslisys 9bsm bns emit IIs Is gti2-no ed Ilsda 2n6Iq bevolgg6 self to ygo3 A.Br 9d 1161"12 21n9mm03 21Joivgiq 9dt ni b9229ibbs 19gslsq 6 to usil-ni noit3sfolq tool sriT 8 S.4.80r 0220 .2g2ogluq noitogg2ni lot 2lotoeg2ni y1i0 tool grit to t2g1 grit moil tngbnsgsbni yllslutoulte 9d f2um 2116w 10ilgtxs erlt to nilisn eriT 9fi2-filo bgf3ondst 9d 11iw 2116W loilotx9 9r1T S bsliupsl 2i y3n6qu330 to 9fs3itif190 s bns aln9mh6g9b 1�tiO IIs yd Isvolgg616ni�.�r p .COr 0220 .pnibliud 2irlt t0 sau yns to yansquo3o of loilq tsdf 9luano 926914 .219iilsd logsv to alsilsfsm pnibia, yns pniylggs of loilq balosgani to yhO edt yd b9volgqs p he-enipn9 Islulwt2 grit woilot allow gandt to iotsoiidst odt r7rA-eaE (EOa) is em fostno3 sasslg ,wsivgl aidt gniblspel 2noitesup yns evsd uoy 11 blspiT ' .ere .txs Jon asob agote ttslb ns9wlsd to sols edl oa 3ilJs grit ni bellstani 9d I102 go12 Mob A 8 Boni - s\' nsrl1 2291 ton 9d Ilsda noifaulf2no3 gotz fts10 .1991 g16ure 000,E b99ax9 N19193ni2 to bl6od sloihoq M-S ggyT Boni -- 8\E ,Isnsq Islutouiv? boow riani —e1 ,blood muagyp bns S.&.r 8 8V enoitog2 0220 .bshogqu2 y19ttlup9bs alsi191sm b9volgqs lorifo ErE80� s119gms-1 Vlsa bs!snimulli ,a3idgslp 9Vsd bns lOob loi19txe nism grit Is Wax! 9d llerle eripie fix3 e Isioitt0 pnibliu8 tine, A.8 S.SOOr ,C.8:S.000I` 2nod392 0220 rltiw g3nsbloaas ni 931uoe lswoq s bns 2.8 S.COO r ft,B�VT ,IsrlaisM 9liq a yne to y9�I v to seu grit tuoritiw nbieni ,aril rnolt oldsn9go 9d Ilsde eioob 26x9 IIA.Or i elot39g2n191R .8 r.E.COOr noita92 0220 .hone io spb9twonA Isia9ge yflD 19nvrr0 ,IIsW 11619L. 993nsblo33s ni pnitnuom bns fixe loil9txe nism aril no b9liup912i slswblsd 3irrsq.r r loll etnemmo0 welveR VtilidiaosooA sea) .Or.CAOOr noita92 0220 dfiw s (at mdl ni drlQierl Qnitm;orn ,a>laol rlfiw beggiup9 9d yam nislodt estop bns be3nat 9d yam ebriucnp lood32 Sr b9ts3ol els tnsqu33o 194 %st msupe E no boasd ae,aw, Isslegeib elsa isrit bobivolq OC tes91 is befts3ol els asses Iseisgeib 9rif bns sanel aril bns loodoe 9rtt noewted sell sols Isciegaib aidl fididolq efnisitenoa she ad$ sani2 .Unibliud aril molt ysws toot snit ni gniwe bns slswbisd aineq dtiw bsbivolq ad Ilona eeteg sonsnotnism beeogaiq r r.e.T00r noita92 0220 .fol gni)hsq 9M to nodmib f 14,o ONIOt,bvl8 flsH 011a0t,bv18 118H "Coo-fmque i 118E00-t00S9u8 TC M a CC to OE 0*40 /.;.:.'. Y r'ga_r. re�wwwrwlsaR.a,. .rr6w �..,a 1 1 1111 1��1 1111 111 111 IIII 1x11 111 1�1: ���1 1111 I�I�i�1I1 111 �1�1 1111 11111111 �111I1111 111111111I1��i11��j Ii��1�111I m0 r i i. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIII IIIIIIIII►I1111I►111 (111�IIIIIIIIIIIIIII111111111II111�1111I1111CiI I111111'IJllll 11 I I I I I I I 1 I I I I I I i I j 4191TO YTLM03J _ es AS es S1lq Is OI sl CI AI �I V 21 1 I OI b C 8 a 6 S4► v i OE RS AS CS 8S p0 sslrarrrpl a 1 6661111'�N tfJf� Ml- I I oil 11 1111 1' `l 9 ^ x z r r . .... 111.. :...': t '... ..... .: _.-.: .,. ... r ... ,... '... .. -. .. :..e. ',. . '. G u, is et. Af I� 14 - 25 YEAR COMPOSITION ROOFING CN 150 BUILDING PAPER ON 1/2' CDX PLYW'D ON MANLIF. TRUSSES 24' O/C Q PpU,cF N c,IN�F9`�`S'O 1 ORE OW AAA 4p 1'9C 91 --- - CsI,ITTERB PER CODE BY OWNER EXPIRES: -�- - 51DING —_ -- - — — — BY OWNER f BRICK VENEER W i BY OWNER cc _ 11 11 L / 2 co N IN middambhoddillWAlmdCM FRONT ELEVATION WINDCUZ PER CODE BY OWNER 3 neo CC 0 � W b � 44 Q O , - ci • _--------__ ------------- BACK ELEVATION 1/4�a� -�� • 43 q* PRIOVIDE 6CMEC'4Lm NO1t6 rc CD TO u top! ---BTUD OR OLoCcINo I.ALL EXTERdOR WALL6,UNLE66 NOTED OT1ERW6En M*T NAVE TYPE b' SMEAR11AALL REGIUIRE-WENT6 AS A MINIMUM 6TAADARD CX WINOTRUCTION_ _ __ 2.O,6B.MAY SUD6TITUTE FOR F'L.YUIC'C7D.U6E GUX-T7PE PLYW'D FOR F_XTERIOR-TVP. v � T�� 3.USE Od CO"" OR GALVANI2ED UND.DOX NAILS. � � 4. PROODE 1/2'#x10' Af3.'S • 46,o/c -MAX. UND. W. BLOCK ALL �.BY ANd ALL LLWTTIN&INTO.STS T6 O DELOW�AT LEAST lid tOENAILrb�O G.UNLE6S NO?E � � '�0� 6MlATMIMib EDaEe 9. ALAS LL TM M.YUr"D ON EA.;W 61DE OWALL OR'CET PLYWOODSIDE OF EDOe JOINT&ON ONE SIDOF THE OW-A MA44-L Z JU 0 0 O PROVIDE 60ED I'1lb11 TWOM ON TME OTHER. OZO 2 FT MIK P NAILM TO t 61 PPIUALLS WITH OVt41VMN 4'N NAILS FSIN T ATSURF—cff BY MOR!" THAN VS' WLL BE RE(;UW0 TO BE [A.6TUD RINAILED-UBE A RJBER WKXI "IIT IN HEAD OF NAIL-O N AND ADJUST AIR-ImMM IlE SO NAIL MEADS ARE Oft- OR STIR• S ALL SSTIJD UALLS MU&T WAVE ��TOP�ATES OF THE SAME DRENOICN AS TME STUD.PLATES SMALL LAP A MINN U OF 4 >D BETURM 6141LICE6 UJITW AT LEAST FIGWT I6d NAILS TMIlOW44 BOTM PLATES EACH SIDE OP SPLICE. (7)INTI ATE 10.ALL AW44OR BOL.T6 MAST NAVE 2' DIAMETER IUA6HEIES AND SMAALL BE LOCATED WITHIN 12',&VT NOT LE66 4n� �NANTM AN V FROM END6 OP GILL PLATE_ O OAC II. BLOCK ALL EDGER a SMEAR WALLS-TYP. -- W ANC34M BMT --- 64 L It 12. *I 1'SON' PRODUCTS,OR.EM VAI.ENT,&MALL BE INSTALLED AS PER 1 M.6PEC6. (NE eaaw S.MIOLDOWdS OCCUIQ AT EARA END OF EACH 6MEAR41ALL AND SMALL FASTEN TO A 1`1141"1Ji'9 OF(2)STUDS HOLD 0000 LAMINATED TOri TER WITH Gd AT 6'O.G.UNLESS NOTED OneNlI16E. (WIE 6C4*D) 14.ANCHOR BOLT6 AND 64MEWl"ICATIOPM CAN NOT BE SUBSTITUTED OR ALTERED N!M*A FOR MK L 007M LMEW APPROVED BY THE &OIN EER OF RECORD. E7 I6.DE6164 AND 6PECMCATOPM ME VALID CWY IF WET 6TAM1ED AAD "4W IN BLUE COLOR: I6.NO LIABILITY 16 A661APlD TO ANY IHNWED OR UNSTAMPED FLAK SPECPIC.ATIONI„OR ARWALL TYPICAL DOCUMENT& I, Hall Blvd,10540 SUP2001-00354 a �IsC+rtrihYiknlwd�« 0 33 of 37 0 law Cm 1 inIEGIBUTY1TRN' I I 2 T 4 � 1 � � n loom lc. 11 1 1 nl IIII , 14 1 IQ ly' IS to ZO 91 99 23 24 25 25 27 28 29 30 - r I _ 2" t 1��+ i�ev fis3, IION1 1" 0 5N k , ti .. .. i :.. . , .. -. it .:: ..1. •,:. 1 ,. ... Ir t r. iayyy td �y 6 Ci�Jd` 1 J � b V: l 41, j' p 12 T 12 - 41 14 ED _ ON OR ---=-- - _ _V-T JI cli g.,� - -�_ ------- J DE�- cc t p - RIGHT ELEVATION >a r9 tis'■!'-m' - - 04 D irJ N j e cc . oc 0 CC W W - _ I lu 4 9 LEFT ELEVATION01 -- l i! f�- ��U - -� ( c'C' `� -�" -t'11 d f I ►'� `� - TABLE 7-C 1 TABLE 7•C 111111117 UNIFORM BUILDING CODE TABLE 7-C--MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSS,I—(ConGnt �- � - � TINCKNE85 OF FLOOII Ott ROOF WtaYUY TMICKNtii OF CtILJNt7 SLABIwiMaalffru e UA lar min -- — —� ---- -- KWA ON ROOF CONiT1U1CTK)N NUM ER CI71.00 CONSTROC'1ON 410. S*. I*. 1W. 4 12 12 Base layer s/a"(15 11 mm) type X gyp- 25 YEAR Gd'1P081T10?d ROOFING GLA88 'B'-M!N sum wallboard applied at n,hl angles hp I or truss 24 (t,lu min)o. with ON 150 BUILD!NG PAPER ON 1/2' COX 21t+lrbod joist,floor tiptoes and riiiif 11/4"(32 mm)Type S or AI'e W drywall PLYW'D ON MANIF. TRLISe'3E8 41 24' O/t;. Owes spaced 24'(610 mm)o.c screws 24"(610 mm I o c.Fine layer S/N" With 1/1"(12.7 min)world strut (15.9 mm)Type X gypsum wallboard or hand panels with exterior glue veneer base npplied at right angles to (3) 2x12 SOLID BLOGK'G applied at right angles to top of joist or Truss through base layer with Oki or truss with 8d tux.The il21 1 1 1 T/a" (48 mm)Type S iN T1 re W drywall Varies 11/a "av wood structural panel thickness screws 12"(305 mml o.c at joints and PRIVIDE 2'xl(a' NOTCH FOR VENTILATION /Pall nor he less than 1/2'(12.7 intermediate joist nr tru« Farr !aver 1'-4' -Tl P. am) nut-k�'Ihan required by joints offset 24" (hill mml from hese • PROPOSED 2x12 RAFTER Cb�pter lager joints, 11/ "1��mmi type G dry- - 24' o/G wdl acr"n placid.'"(31 mm)back on V GIRDER TRUSS tither aide of face Livor end joiata, 12" Z i)� SIMI-SON G30 Mai)oe saw "ANGERS coco 11111111111111111111 TYP. BM 4 RAFTERS - - 18' '' co TOP OF PL. - I "R FIRE RATED I 0) % GONSTRUGTION W/ (2) --- - `�' Cc CEILING FLAT f` Kim 5/8'-TYPE 'X' G.B. CEILING �J --- - W - - — 1/2' G$. FIN. �r -TYP. GYPSUM WALLBOARD,GYPSUM SHEATHING, t �• w 1m' — WOOD STUDS ,� U) 0 1 I EXTERIOR SIDE:One Layer 48'wide d type X gypsum sheathing applied parallel s, !x 4 wood studs with 1'/,"galvanized roofing Halls.0.120'shank,'/u'or'/,'heads, b a■ lie AREA V 4'o.c.at vertical joints and 7-o.c.at Intermediate studs and top and bottom plates —� Yi PROVIDE DEFLECTION GNAM !L Joints of gypsum sheathing may be left untreated Iiderior cladding to be attached - - AS REOV BY TR M MANLF. Swough sheathing to studs h Z W 00 WMRIOR SIDE: One layer '/a e X gypsum wallboard, water-resistant sum Thickness.W Vane, O CARPET ON 4 CC.NG.FLOOR ay ' type gY 9Ys App Te Weight:7 psf 'Z ^ � ON VAPtOR BARRIER backing board,or gypsum veneer base applied parallel or at right angles to studs Fire Test. See WP 3510 Cc r N ON �' C.Oh1>rACTED >3AND with 6d coated nails, t'/i long,0,0915'shank,'/.'heads, 7'0 c (LOAD-BEARING) Design 0309, Ut,9 17-65, Z O � pesign 1)309;U1 81319-1?9, � J r /IA 7.22.70,Design U314) V/ Pik FL. ON 4' CCIMPACTED GRAVEL ry W j - - - r > -- SECTION-A `0 4' DIM. DRAIN PIPE- PERIMETER -- � 14 11111111111.1911 IN GEOTEXTILE FABRIC ' N GRAVEL -TYP. E3 —_. Hall Blvd,10540 BUP2001-00384 t4;v,<a p,,.>vaakuiwvfmu rraisa a swttaeWf r+?a 34 of 37 ...........�n-.a..wm..a..+w.w+..."..,.-.—._.... .�...-_.._..._.._.._..,..,...._.—. ....._....... I!I I I I I I I IIII IIII IIII IIII IIII I I U IIII IIII III--I IIII III IIII IIII IIII III I I -� i `...... ,i.""°`'a` r""' IIII IIII IIII IIII I II IIII IIII IIII IIII IIII (III II II IIII I!I a' a Ll�O�ILfTY•TRIr CITI l I I I I I I � I � I I I � I I I � I I I Ilnll !Intuit unllnl nl��n!i ullllul Itl!Illnlul!lull Il!ll!nl !n!Inn nl!Illn lull!!!I I�I�I!��I In�l!li! !Inl!n! b J� I O the.1 to ;o d ISI I�0 I I I Ila II3 II4 t IIA 1�7 1 a 19 20 2II P'a 2I3 ah 2l5 ale all alit alb 3I0 ?i Fjpr1 .:r I 08 'I} t ' �,d, tl.. n, 71177 F. ,nl;', r i r , 1l 72'-0' --- -- - — --- ---- ---� GENERAL NOTE5 --- - --- ---- -21 6'---------- ---- -- - -- a6`10` - - — - -- - ?'-t3 --------_ -_-- -- --- I ALL WOW IS TO COMPLY WITH THE LATEST ADOPTED I� TV - J / VERSION OF THE OREGON 5TRUCT SPECILTY CODE / UNIFORM BUILDING CODE ANY APPLICABLE STATE COUNTY -- OR LOCAL REGULATION5 --- --- �\ -^ 2 THE t;ONTRACTOR 18 RESPONSIBLE TO CHECK THE PLANS NIP// AND 15 TRUCTION 3, WRITTENTDIMENSIONS HAVE O NOTIFY THE RPRECET OF DEENCE OVER SCALED - - - - - - - - -- - ---- -- - -- -- -- -- -- --- --- - - -- -- -- -.. - - - — 4 DIMENSON6 DO NOT SCALE THE DRAWINCaS - XT WALLS TO BE BUILT OF 2 x 6 STUDS 1 16' OK 6040 3U6H I / I "R FIRE (TYPE)U NO ALL INT WALLS TO BE BUILT OF 2 X 6 STUDS RATED U � �' OK (TTP. ONOJ ALL INTERIOR WALLS SUPPORTING TWO OR MORE FLOORS AND I OR MORE ROOF / LG P pH F 3J41a1i 4 WWR - - --- t �" GRID LII+ ASSEMBLY SHALL BE 2 X 6 5TUD5 •I6' OC C. EGD OF --- - - - 6'-6i --- --- I �L�. 5 DFSIGN LOADS. ROOF 25 PSF (LIVE LOAD) o FLOOR 40 F'SF �L tl`= STAIRS 100 PSF .� J �w C+ GARAGE FLOOR 50 PSF (2000PT) I a �- - 13ALGONIES (EXT)60 PSF /� `- ---21'-0'- - - - - I AA I I� - - - (IF LOCAL AREA DECKS 4® FSF RE REQ1 RES DIFFERENT DE516N \ Nl��Ct!2_4 OR�ObN�LOADS CONSULT WITH A LOCAL ENGINEERM \ iC)I I q TO DETERMINE THE APPROPRIATE REVISIONS) tX \l_b0b THIS PLAN IS DESIGNED TO MEET LATEST EJDj _ �j t CODE UNDER COMPLIANCE 'PATH I' THE FOLLOWING - MODIFIED USING A DIFFERENT 'PATH' OF COMPLIANCE "- \ +` CONSULT YOU LOCAL BUILDING OFFICIAL OR THIS CX+IC i'_XPIRES I I� FOR DETAILS ON ALTERNATE PATHS �------�------- KIND KINDERGARTEN \ • AREA=549 quare f t - J INSULATION ROOF (VAULTED) R-30 AFTER SCHOOL / ROOF (FLAT) R-38 �D u WALLS (EXTERIOR) R-21 � 3 FLOOR (OVER UNHEATED SPACE) R-25 � AREA=753 square ft BASEMENT WALLS (INT- OR EXT) R-21 I BABI�B o , o �X / r C' 5LA15 FL EDGE INSUL. R-15 I I FORCED AIR DUCTS R-8 �' `o (IN UNHEATED SPACE) C2 __ CI� AREA=536 squar�\ ft ru (U GLAZING/ WINDOW G A59 -�- -I I DOORS MAX, WINCOW ARI-A NO LIMIT r\ N (u \ <Z / ENTRY DOOR GLA.95 UU-5 W o / (MA 24 SQ FT.) _ _ I pv \ / --- -� FULL LITE GL. DOOR C1.A55 U-40 cc OTHER DOORl3 150% MAX GLZNGdJ-20 - -- ----10'-0'-- 68 / C) `O �; SKYLIGHT G AS5R • HOUSE 1 U-50 0 / MAX, 2% OF HEATED SPACE) C > J 01 t r. CIO Or \\ �)) / (� ' JIf � 7 MISCELLANEOUS NOTES p � CM • I- � � '�t �`� �i J tar � �r, 1 1 .e / I. ALL WINDOWS WITHIN IB' OF THE FLOOR AND/OR WITHIN 11/-e E C 24' OF ANT DOOR (REGA!�LE55 OF WALL PLANE. G ✓ ARE TO HAVE TEMPERED GAZING. 2 EACH BEDROc7M TO HAVE A MINIMUM WINDOW OPENING 3 OF 51 5Q FT WITH A MINIMUI9 WIDTH OF 20' AND 4 O SILL LESS THAN 44' ABOVE FIN. FL .+ X 3068 3064 --- - -- - 3 ALL TUB AND SHOWER ENC•LOSURE5 ARE TO BE GLAZED •v WITH SAFETY GLA85 �- 4, ALL EXTERIOR WINDOI'-5 ARE TO BE DOUBLE GLAZED AND ALL EXTERIOR DOOR6 ARE TO BE 50LID CORE WITH O - ACESSORY USE Q WEATHERS PROVIDE I/2' UF.4DBOLT LOCKS O 44 -o \ 6040 M ARE square i t DOORS AND WINDOWS WITHIN 10 FT(VERTICAL)OF GRADE: ■-. Q ON ALL EXTERIOR DOORS AND LOCKING DEVICES ON ALL W PROVIDE PEEP-Hs)LE 54-66 IN ABOVE FIN FLOOR O ON EXTERIOR ENTRY DOORS r 0 7,-O• \� U• 5. SMOKE DETECTORS SHALL BE INSTALLED IN EACH laar _-- — --- -- - - - -- SLEEPING ROOM, OUTSIDE THE IMMEDIATE VICINITY OF EACH ALL DETECTORS SHALL BE INTERC 7,1NECTED SUCH TWAT v -� DDDR O D00R I: K I \� Ma jLLQ1 �p1 ^ SLEEPINGAREA AND CNEACH STOR7r OF THE DWELLINGr ^ M V —_M ,J „'�11SiL1 C Y' _ (-J cr, 4' N'4 F,ARDWARE �, HALL 111 THE ACTUATION OF ONE ,ALARM WILL ACTUATE ALL THE ALARMS AND WILL BE AJD15LE IN ALL SLEEPING AREAS. -_, 6.DATHROOM5 AND UTILITY ROOMS ARE TO BE VENTED AREA 54sq Ft r AREA=:194 square ft / TO THE OUT51DE WITH A FAN CAPABLE OF PRODUCING DRINKIN FOUNTAIN I A MINIMUM OF 5 AIR EXC:HANCaE5 OR HOUR RANGE • - -- --- lOtt4 1041 / -- /S 1 ELECTRICAL REDS ARE CEEPTACLES IN BATHROOMS,O TO 5E VENTED TO THE OUTSIDE KITCHEN --,D 14 3068 —I - - --- - I1 -Z- - I ANp GARACsES SHALL ESE GF.I. OR GF I G EER NATIONAL so ELECTRiCALODE HALL — - 12070 -- - - t sD - 8. N5UL,4TE ALL ACCCE5555GJIOORRS TO CR.UULSPAC.E5 W BIF❑LD DOOR ,.+ AND ATTICS TO THE EQJIVALENT RATING OF THE WALL, a C) I sclFLOOR OR CEILING THIi�H WHICH THEY RENETRATE C7 F(1 S.PROVIDE EXHAUST PER LOCAL / �- 5PECIALTY CODE 100- cFm KITCHEN 306£3 3d t ul ac _ 50- clan LAUNDRY — - crm B H C, C) OFFICE � l�� .moo T 10- PROVIDE LEVER HANDLE ON ALL DOORS UN.0 - ;D AREA=143 square Ft / v ri) f • I 3068 C) °� I • 1 C) — �~ 6042 0, �.__� cu -.... - 6'-o' - \ (r , 1 �� ►^ ~ Iw leM4 .&J"1zP OY, Jot•Ir1 D. DA?E: ►2 �!- o� s P V "°IID p c, (� C iL %Dt I ... t�a�e4t-'tau p M • 1 �1 \ PC ) t I ;n n �Gj 04 N�9 4, (� � 9r., A'd C4 e to ( 1 P • LD' i J Co b �� �«�, ER 4-YR. O S c� (� l I / AREA-160 'squarr, ft � r (^� (�J✓lT\✓\ Cq tlt'�C�l•�, �`S • 1 3068 � ;: -1 / f rh el ��ORE •r TOILET Ht ,. f v r P M e.,t t- U CH 9 " sn ( II I!1 TC 12 1/Z' �. ' ' L ,, {< <r 'yj�J D'��-50 -----� �• SECTION 1107—SANITATION � r" EXPIRES: 12 .. CI �'I I 807.1 Floors and Walls in Water Closet Compartment and «/" 3 - -� pv N 3lwwers. TODDLE 897.1.1 Floors. In other than dwelling units,toilet room floors nt -- 8'." — .-..--6'-T' C) shall have a smooth,hard nonabsorbent surface such as portland I I I t AREA=538 squa e f t cement,concrete,ceramic tile or other approved material that ex- I `{• -- 3'-0"..;}r---2'-9" �- v v tends upward onto the walls at least 5 inches(127 mni). ( I II ru N / 3-YR. OLD'S p N7.1.2 WaW. Walls within 1. feet (6 10 mm)of the front and / AREA=703 square F t sides of urinals and water closets shall have a smooth,hard non absorbent surface of pordand cement,concrete, ceramic file or - - -- 30'-6'- other smooth, hard nonsbwrbenf surface to a height of 4 feet (1219 mm),and except for structural elements.the materials used I ri�, in such wails shall be of a type that is not adversely affected by / ro C) o �n moisture. See Section 2512 for other limitations. ACA ; 1 V / I EXCEPTIONS: I [N-elling units and guest morns i b TO!, n STANDARD � � j v40 / I 2 Tolkt rooms that are not xcesstble to the public and that have ncl I more than one water closer to to TO �� I I Z co I i � . i peln al�dispensers anies,accessoriesdie . such a grab pars,tinea hat v,pa I I �2�/� ��` J ` '1 I w r dis users and soapdishes,provided on or within walls,shall --- he installed and waled to protect structural elements from nrsis i �c 4' 0" --- J 2'-0' w (lire. T-4 �, - fi 3 lia- ADA /..\t GRAB ,d \� 3C"HT / Z w DAR COUNTER BARS rD STANDARD-- f W > 40 6040 3068 3068 6040 6040 ' b PER TOCcT TOILET ! --� ) r '' — - COD •�/ W O tm 1C'trZ' i�� .n --- --- —— - - -- --- -- --- - T t;� O Z V 12-1 r2 --6'-5'- W-0 5'-9a 3'-0' 3'-0 4'-0 --F'-04-- — 7 -9� - - 6' 0�— 3'-3' ,----! - i— I ,R W 10 OC 40 . I 1 �c --_- 02 22'-0' — -------- I -- 30'-10a------_ __ I r > .a. FLOOR PLAN - Z ! - 15,-1" R_ 14 aI'-D' TOTAL AREA=5635 square ft =-- REVISED BATHROOM PLAN „I Hall Blvd,10540 e< BUP2001-00384 35 of 37 ;';,''�S;i�Y7lY!tWMA��M'fit!ops?�7A+d7l�MHrn`,rY4.ri�p6i.�l++nylaWq�ly. ". . ' Cm IIUIInI; III;II(Ii�in (uI n1�1111�inIlnil ., :. ...., .. ..... , LE0�0.1TY STRIP J�� 11n un Irl Ian 11n nl1 nn n 1 Ian nu illi fail ilii an( uU nil I;u un Irl 1 flu 1111 Irl lin nil nllln I nn nn uu I I nu nil flu n11 Illi Ilal lar �' I I I I I I ( I h I I I I I I I l I I I I I I �!Inllul{Intluu+ln Ilnllllnlllnliilalnlll 1oatOm.I cin 1 t3 '1 8 1 I 1 19 1;11 (4 i 1� 17 I!! Ip O 1 1Cg 23 24 20.1 2I� 2I7 2f] 29 30 " 2„ i6 r r f / ��' 4 i�ki�_ -. • it1�����' r),��,� JS�}yr I 1. .I ,. _ - • 1 , x ' y� yµ SS t11 dFJ a �+ �Itii itis ' r., i. 44 -Y '1n�i�S��la�r` .•pfl� � .. - , ee , r-) `f� f a•'d eJl 9 ']T ,a�l Q r M r,�y - k � f• r r v f , »t�1, rt i 25 YEAR CLA88 15 C "0061TION ROOFING PROVIDE (4) 2x STUDS -- 2 1 -_ .. ON 1!.N* BUILDING PAPER ON 1/2' COX H5 UNDER BRNG POINTS --7 PLYW'D ON i`1ANUR TRI.RMO • 24' O/G -TYP. 10 10, - - 1001 C]T� TRU55 MANUF VERIFY P.T. 4x4 POST w/ --- --- --- - - ,_ -_ — _-_ — 111COL. 5IMP50N CAB 4 BASE ON 24'x24'xl8' DEEP CLASS 'B' -MIN. bx8 bx8 - - - - - 4x£3 CONC. FTNG. COMP. SNINGLES O/ 15■BP. ---� _ -_ -_ ON �,' cox PLYw'D Z U ► I 2x BLK'G I (PROVlDE VENT6 A8 REGZ'D) INSECT 6GIQEEN � � VENTING. �1 a � e a ► - e INS. BUFFLE • vENT6 } ' _PPS R-3e N8UL W- AIR 6PACE) A da 'Sb 6+ •� 4x4 RECTAW31.11- I ¢ G.S.GUTTER — � � d) IOW _ - Z a x ll W (!_B- ) 5 i xl8 _ Rd- 5 I/ xl5 ❑ - -GYP. 50 '701 - �. �. -'�. �. �,es.. »'�� '�� '� �. � �. -�. '7� -�.� � .� �, ... ... . R-21 INd1L. � � (�NOGON GI ER T J55 NE -- 2xb STUDS • Ib' O/C 4 X 12 \ BY ANUP. 2x FA6CIA — - 1^i' CDx PLT Ilk — SIDING EXPIRES: ! �; _ U W xl - - _ - - / 2 DETAIL I 0 � _ V � lo co x j N ALL VALLS AND CE"11AGS .I I� 4' TW CLIC SLAB 6% J w FLWR RE.lA:1S VVER SIDDMS BY 17VAER 3 - ----- -- 11111c x 4 MIL VlS�'.E£N AVER MI11f f/P' CDX P/V S1fAlHlNG ` r 7HC COIPACTED SAND � I 5/8' DIA X kw ANOM ADZ TS IWU ► 4' TW. IMPACTED GRAVEL PT 2 X 6 SILL PLATE W '� I 2xb • 24' - ----- - \ / LP CRW)CD R1rK MZ PLACE AKUNS MIN P' FROM ALL V O �. -TYP. OR `" LT)I'AE•RS AND AT 48' MTERA£DlATES Wja cc I ANUS / (2) /4'S CONT - '" - SLO°E FINISH GRAAr AVAY FROM RES W to TRUE$ 24' lNLQ/S o �p x Q T a E W o-- N' B 48' CIC VERT, BDUL£S - AL T. hM I 111' 111 i - J � — c' - 84'S !H TSS � 1 1 _ -_. 6 IM' C01C WALL X / SEE CROSS SECTION ' _ O. - AnTL, PRt7VILE VERT - Rf&1R P AT •T I 1/Z� /b --- - - -- W 111 ar h[IWW - TYPr LO: ION ul IL'' 4' Ola ABS WAX AS REgUIRED l- I u J1111 IF 1 5 FT NTA A- P. x / \ x � \ [_) ET RrAL WALL gill SCAL F. 112'=!' ------.__ — 4' BRICK VENEER- 015 B. PAPER CN / \ W/ I' AiR GAP 12' PLYW'D X �� +� I"ROVIDE SEI&IIC TIE 2x • I6' OL 0 Q 61 • It,' o/c FA. WAY 4 U' A6 REQV BY CODE o Q q 4 X I'' __-- _-- + - -_— -==l W _ -TYP �, SII'n'SON WOLDOUN I I SEE PLAN d AD. PER E'T'IPbON LLk lx8 F'.T. Ip-TYP. - _■4x • 4D, o� - __ P.T. bxb W/ - MANLJR TR J55 (AI.T) - SIMPSON COL. J O CAP 4 BA&e `r --- - -_ - 7 C -TYP. W - - °p cv / r2 \ 4' CONC. SLAB PLYW'D ON MAIN ROOF \ -- R-IS RIGID INSUL. A8 PER DETAIL 2/ I - 2 -- -_-- ---_- -_- --�--- - � -- ROUEN JOINT ,4 MANUF. Tmm - 2-45 x CONTlo D x V-4-' —; 1 DETAIL 7.1M PbTR Z GLIl.�•ROOF.tl.7l1Q1 'N'GDx Y!Ar4b� • -2.0 RAMP"•14'n(r_ v Fcw - RD I Q yweR over Ty" W W 3 � LIM01 M7�Dp1 N�1l1lR -��- \. �Jv Wit. �x1 _- nl M'-T�'1'['x'6A/� � w o Cow,,R�moron _ Z W �prRosnm sm -TTP.x Ae*MR"m rf MALL wus rvr 2 NOTE:-SEE TRUSS ENGINEERING 0 CDZ FOR TR M LAYOUT A DETAILS -TYP. Q� ROOF FRAWNG PLAN - > YL � � 3 DETAIL. � V- Z o OVER LAMINATED-TYP. - CA 0 � S�_ CA _ - 0 -Han Blvd, 10540 13UP2001-00384 ,rr++ +�w:^srtMlh+lii 38�� 37 ,..,e,..w. :, ...iu.w.n.<+-•WMA.. ...K ... �._..-...-_......,.wym.l. r^,--- LE�1 fT'Y STS Cm lli! IIIIIIIiI IIIIIIIII UUlllil Ultl'!II IIIIIIIiI IIIIIIIII III111111 IIII III! ilil Iiil 1111111—li 1111 II11 1111 1111 1111 II I I I I _r..,_. Uj I I I I I I II ( I I I I I ( I��nillll IIInI IIIfIuIIII nlnulfuillnflflullnllullluultllllunlllullullfnllflnlflllllullllf111flIllflllllll IIIIIu11IfIf111IlIl J �. iORaF•FeR 88a 3 !S e b 10 I I ift 13 14 le I 18 Ilr 20 21 2f2 23 24 25 28 2 1 � Sp 30 �1 r �t:({Wttl_._•r til u ?�` .. y _.. .. .. :•1 5 ,t 1 i r r • .. a ,. •i.- .y µ 1 kyd � it 1 r t Y J �(C) [W"ON X110 ERINO tIN:. y-c.,- a - — 5'-10' CONTRACTOR TO VERIFY ALL DIMENSIONS l ADD 4' IF BRICK NEER U ED) I �wx K 4T ATM MY, dG�N D. DAM -- ---- Of -0'x -0'x12' T� �- �-- - --- - - -- - - -- - - - - - - - - -- -- - - 2 - - �6,�'dJ11l�,�'�IM4 - - - -- --- - - — - - - - - - - - - - - - - - - - - - - - � —. 1 — 10' LONG STEM WALL 16' R,ETU S \1 I I ,`CLtn�pRUF�S IF BRICK VENEER USED w ry 4'-0'x4'-0'x12' TN ` ! _. (!Cc / 'n cv I w/ (4) 5 EA WAT ,� I -10 GONG. STEM WALL w/ 3' COVER C l� ~5 QD V-- BRICK VENEER USED • BOTTOM -1.)'F' /' C •' / �D Iap���Ip I -eEE DETAIL t- , I. �� I S pJ� / ��-` \ / o �7�NGiNEFC`�% �N 2 -1 x1'-9! x12' TH. cv L J 1. v U Vj r1 I I w/MOM EA. WAY �. 2' F 'x2'-6'x12' TH. �t J C' 1 J. �E�. /' r L J w/ OVER 3'-&',K3'-(p') 1_ TH w/ ("3) 5 EA l!'1 Y' I ! --_._� \ TORIVGQN ! I 0 -TYP w/ (3) 5 E WAY w/ 3' COVER 9. w/ 3 COVER • BOTTOM -TY10t- = I I • BOTTOM T`A'P DBL P.T. 4x(o POST It)/ SIMPSON COL. CAP I I =ij 4 BASE- TYP- I GONTF 'STOR TO VEF r -iI I - - - - - - L J L�-- 2' - 15'-8' ---- 2' I I -r -----_- -- - - -T�'= ow low -gyp � 4 -6 '� -L ' I I I I 10 CONC STEM wAL! 'v' PETUF;1�1B -b' A- _j 2. I_- , j I I 'F r ICK VcNEE i USE"L -s ---� _ 2' r I - 2' --- - - 18'-2' ------ --- - 22' - ---- ! - I l 10' S Sr`*.1 WALL W L _� -4 �' ! ' /7IF 3RIC< VENEER UIScC I I - I L J -5EE DET,4!L t 3'-0'x3'-0'x12' TH. L — j r1 i / ■ -----�- '� w/ (3) 5 EA. WAY 1 I i 2`-C'X ©'x12' Tp �-- __.-- - _- w/ 3 COVER I �- 4/12 0 I ( • BOTTOM -TYP. - I ( ' r r I :/ (2) 5 EA. WA" SLOPE N I I I j L•J I w/ 3,' COVER 3'-i�'x3'-�'al2' T� r , I • BGTTOM -Tl'P( ix.) �/ (3) 5 WAY •J I I I — I ti`3OCC v T J N J 1� `.� �! !'_ ."_ 4' GONG. FLOOR ON - 0 x. 0 x18 TH. a I�� I I NC. FTNCs W/ 4 MIL VISQUEEN OR APPROVED VAPOR BARB I I Q, r•-1 I 04 EA. WAY ON 2' COMPACTED SAND I I L_ J L _- 2' - 15'-8' - 2' Ico ON 4' COMPACTEDu L - � • BOTTOM W/ GRAVEL OR CRUSHED ROCK I I I I 3'- COV.-TYP. I -- 4'-6' cc co � LlC I I PROVIDE INULATION AS REQ'D PER CQDE O I I 110 I I I I in - 7 L'J I; I - -- - - - - - I I' — --- -- - -L-� - - - - - - - - - - -- - - -- - - - - - - - -- - 3'-(3) 05 (d' . W4Y. CONTRACTOR TO VERIFY ALL DIMENSIONS f ADD 4' IF BRICK VENEER USED I s/gQTTOMRTYP. � II U � r FO NL�ATI NOTE ! -AND LOCATION.LAN FOR NOLDowN TYPE � a FOUNDATION ON PLAN ROOF PLAN �.'■1'-0' e � Q r SHEAFMIA .L �EDULE -Ug►N!G CDX-PLYW'D TIEDOLUN SCHEDULE HOLDOUN SCHEDULE - - T---- tn■t # ►T ar eaa� sTt N-L � — a�4ae BLOC'S % M ATE NAILMMi !!OL'4S t V IM T� MIMI fA670M ITOTAL) TATE N FAbTQ�ER fT0'7lALJ COLT LW�O, 5d COOLER • b'oc. Irl' G,Wtl. TWO 2x 2x OR WALLBOARD < > MSTC28 - STRAP 8-I6d SINKERS • 3t/2'oc. (TWO RCM) OTT16- 18- I6d SINKERS W/ 2-2xb STUD 5/8'#x12' SEE �� 1 PER SIMPSON SPEC 4-EACH END (GOOD FOR 60(Zo T IGOOI, FOR 1�5 PLF) PER SIMPSON gf'EG F'ER SIMPSON (GOOD FOR 34H0� ) J-SOI_. 5d COOLER • 4'o,c. -' OR WALLBOARD MSTC40 - STRAP 14-I6d vINKER5 • 3t/2'ot. (TWO FbOlU�9) PHD2 SIMPSON SCREWS W/ 2-2xb STUD 5/8'#x12' I/2' G1L.B. TWO 2x ?x SEE PLAN (GOOD FOR 150 PLF PER 811"1PSON SPEC 1-EACH END (GOOD FOR 10500 ) PER SIMP50N SPEC PER SIMFx-"[ (GOOD FOR 3610" ) J-BOLT 6d COOLER • 4'oc. MSTC52 - STRAP 22-I6d SINKERS • 3112'o.c-. (TWO ROWS) PHD5 . SIMFI50N SCREWS W/ 4xb STUD 5/8'#x18' 5/8' GLUD. TWO 2x 2x OR WALLBOARD SEE PLAN < > < > (GOOD FOR 115 PLF) - S PER SIMP50N SPEC II-EACH END (GOOD FOR 1650• ) PER SIMP50N SPEC PER SIMPSON (GOOD FOR 4565• ) J-BOLI 8d • bN N MSTC66 - STRAP 32-I6d COMMON • 3!''oc:. (TWO ROWS) HTT22- 32- Ibd SINKERS W/ 4xb STUD 53TB24- I/?' PLYW'D ONE ?x 2x COMMON NAILS SEE PLAN (GOOD FOR 260 PLF 4 PER V1`IPSON SPEC 16-EACH END (GOOD FOR 2400• ) <i> PER SIMPSON SPEC PER SIMPSON (GOOD FOR 4565" ) 5IMP50N Z 8d • 4'o.c. co 1/2' PLYW'D ONE 2x 2x 0011" 1 NAILS SEEPLAN MSTC18 - STRAP 40-Ibd SINKERS • 3t,2'o c. (TWO ROWS) PND&- SIMPSON SCREWS W/ 4xb STUD SSTB28- 40 (GOOD FOR 380 PLF - d PER 511' S N SPEC 20••EACH END (GOOD FOR 2920• ) PER SIMPSON SPEC PER SIMPSON (GOOD FOR 5860" ) SIMP50N Z co > <;> IOd • 6'oc. MSTC52 - STRAP 44-I6d SINKERS • 1112'o c. (TWO ROWS) PHD8- SIMPSON SCREWS W! E xb STUD 5STB28- r , I/2' PLYW'D ONE 2x 2x CIMMON NAIL6 SEE PLAN (GOOD FOR 310 PLF W/ 4x6 STUDS 22-EAC-44 END (GOOD FOR 3315• ) PER SIMPSON SPEC PER 5"*SON (GOOD FOR 6130• ) SIMPSON W I/l' PLYW'D ONE 2x 2x Cd`T'ION NAILS SEE PLAN MOTC-;66 - STRAP 64-I6d SINKERS • 11/2'o,c. (TWO ROWS) HD8A 5IMP50N BOLTS W1 4xb STUD 5gTB28_ (GC)OD FOR 460 PLF 1 W/ 4xb STUDS 32-EACH END (GOOD FOR 5035• ) PER SIMPSON SPEC PER 5" SON (GOOD FOR 1460• ) SIMF'SON Z co G � IDd w 3'o�c. IR' PL1'W'D ONE 4x 4x CC.'�"1f"ION NAILS SEE ,� mj qt MSTC18 - STRAP AO-Ibd SINKERS a IV2'or- (TWO ROWS) HDBA GIMP50N SCREWS W/ bxb STUD SSTp28NIP - (GOOD FOR 600 PL S W/ bxb STUDS 4®-EAGb) END lCCrrC1OD FOR 58b5• ) PER SIMPSON SPEC PER SIMPS(7N (GOOD FOR 191 ''• ) OIMP50N Z w 0 4 �Od • ,b*oz. N/A N/A HDIOA SIMPSON BOLTS W/ 4xb STUD SEE BOLT 0 Z 0 ^ I/2' PL.`'W'D TWO 4xb 4x6 COMMON R 62 !SEE PLAN FtER SIMPSON SPEC PER 5rV21SON (GOOD FOR °1540• ) DET. J W. Z 0 (GOOD F01•Z 620 PLF jai W r Nod 41*or- 1/"t' fa..`I urp TWO 4xb 4x6 COI`1 NAILS NEE PLAN N/A N/A HDIOA 5IMP80N SCREWS W/ bxb STUD SEE BOLT !� > v (GOOD FOR 920 PLF PER SIMPSON SPEC PErR SIMPS (GOOD FOR 95000 J DET. IIO!d a 3'or- N/A WA N/A N/A — I/4' PL.`1'W'D TWO 4x& 4xb C A"IMON NAILS SEE PLAN GOOD FOR 1,�40 PLF NOTE- DEEPEN FTNG TO ALLOW PROPER ANCHOR BOLT NWALLATION. Hal'Blvd,10510 BUP2001.0038A Y1a„N "r � r ui4e!�y►vaal " J7 of J ........ ..,.. .». ..srwawMf�Ytwr.+llltilY..'..._ _.,.d.,, _._.. - ..i*ner+•-:.....--.,.,....,..-_-.,�,...:.._....,....+nw+,....«....,._..,.:w..,ne,-..,.... ;,..: - cm IUIIIIII'i!I!IIIII IIIIIiIII fl !! !I!I IIII IIII 1111 IIII IIII Ilil ilii ILII VIII ' I I I I I I I j I �nnllln�lllijnn�lul tll�uiljlul�ull Ilu�lnlllnl�l11111n1�lnl�lul�ll I Ilu�l1) jll i1 II ini� n j ({ lull 333 rur�awu�r I loopm«Ica �" 4 T IO 11 I2 I3 14 22 X113 �8 21r !• '410 � IQ 17 111 1• ■I 23 4 l r }1 : r a