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HomeMy WebLinkAbout18318 SMOKEY POINT BLVD_046202_2026 CITY OF ARLINGTON CONSTRUCTION PERMITr� �~ ❑ COMBIIJATION , BUILDING ❑ MECHAVICA� D PLVMbING i ❑. SIGN PERMIT NO. OWNER MAIL ADDRESS C17Y ZIP PHONE AMt�Cct SySC�ro. ggzZ� �� 1153 4_,wi ARCHITECT OR DESIGNER MAIL ADDRESS CITY ` lip PHONE GLNLRAL CONTRACTOR MAIL ADDRESS CITY mar ZIP PHONE LIC N5E N MLCHANICAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE / PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE N CLASS Of WORK CKNLW ❑AUDITION ❑ALTERATION ❑REPAIR ❑DEMOLI IION [-]BUILDING RELOCATION VALUAT ION OF WORK S 2/ ate DLSLR BE WOR Ilk . rw✓�!H4 Z OGU. + PRUPOSL D USE Of BUILDING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- LC.AL W a RIPT ION OI PROPL T Y(SI"N BELOW OR All ACH f OUR COPIES) SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK LOT BLOCK - OF 'L WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT.THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CA EL E PROVISIONS OF ANY OTHER STATE OR fAX to NUMBER LOCAL LA EG ATI CONSTRUCTION OF THE PERFORMANCE OF CONSTR 10 T EXPIRES 1 YEAR FROM DATE OF ISSUANCE. 1 SrG NT T DATE 108AUURLS1, 2� (,�nD(/j� IB Of3 UG � 4 (OFFICE USE ONLY) M CHA A (CAL PLUMBING NO. TYPE OFFIXTURE FEE NO. TYPE OF EQUIPMENT FEE WATER CLOSET (TOILLI) AIR COND. UNITS -H P. EA BAIIIIUB REFRIGERATION UNITS - H.P EA LAVATORY (WASH BASIN) BOILERS - H.P. EA SHOW'LR GAS FIRED A C. UNITS -TONNAGE EA. KI ICIILN SINK& DISP. FORCED AIR SYSTEMS- B T.0 MEA D1514WASIILR WALL HEATERS- B.T.0 M LAUNDRY 7 RAY UNI1 HEATERS- B.T.0 M CLOI IILS WASI(LR EVAPORAI IVE COOLERS WATERHEATLR CLOTHES DRYERS URINAL VENTILATICN FAN DRINKING FOUNTAIN RANGE HOOD COMMERCIAL I'LOOR DRAIN AIR HANDLING UNIT- CPM VACUUM BREAKERS STOVE ROOF DRAINS - RAINLEADERS METAL FIREPLACE&CHIMNEY SINK (SERVICE - BAR,ETC.) WATER HEATER GAS PIPING SUB TOTAL f SUBTOTAL f PERMIT f PERMIT f TOTALFEE f TOTALFEE f SIUL YARD SL I BACK STREL7 SETBACK REAR YARD SETBACK PLAN CHECK NUMBER PLAN CHECK FEE FE RECEIPT NO USI /ONI LOT AREA VACANT SITE 32 9-_f I p 3LI Cl g 0 ❑'YES ❑NO FEES VALUATION FEE t f TYPE 01'CONS] OCCUPANCY GROUP NO.OF DWELLING UNITS PLAN CHECKING VG 7 U 4{ 0 �( V� "2 BULDING f 2.Z goi`t© SIZE OI BLDG. NO.OF STORILS MAX.000.LOAD BUT 2-S Z tO�o 3 q 8 . PLUMBING FIRE SPRINKLERS REQUIRED ———'- ❑_YES ❑NO MECHANICAL COMMENTS STATE BLDG.CODE ENERGY CODE SURCHARGE PENALTY U B.C. SEC.303(a) RECEIVED WATER/SEWERFEES V TOTAL OCT 2 5 2004 PERMIT VALIDATION WHEN PROPERLY VALIDATED (IN THIS SPACE)THIS IS YOUR PERMIT&RECEIPT COMA BUILDING DEPT PAID CRp _BY BUILDING OFFICIAL DATE cc: ASSESSOR.APPLICANT,TREASURER, BLDG.DEPT. RECORDS COPY CITY OF ARLINGTON CONSTRUCTION PERMIT ❑ COMBINATION . BUILDING MECHANICAL{ a 0 PLI)M�ING , ❑, PERMIT NO. OWNER MAIL ADDRESS C17Y ZIP PHONE �1t� AMY � 1 ►S P�BI�lO. f ;�rl—q�2Z3 3Gd �531 ARCHITLCT OR DESIGNER MAIL ADDRESS CITY 71P PHONE Mw*Az A naZ2 =� ;17-*-3-K 4L,AA d&& AV v 140 * Alf& GLNERALCONIRACTUR MAILAUURESS CITY �A ZIP PHONE LICENSEN _rRYL�- �c�ia�l IZ� -x i S� �4T�L 'l�1 �Z.�L�4d,62 �(i?13�F MLCHANICAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE/ PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE/ CLASS OF WORK KNL.W ❑ADDITION ❑ALTERATION ❑REPAIR ❑DEMOLI TION ❑BUILDING RELOCATION VALUA7ION OF WORK S ULSCR BE WUR �11 vimig✓mil Z dGG + -� cz�A PROPOSE D USL OF BUILDING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- LG.%L DLSCRIPI ION OI PROPL TY(SHOWN BELOW OR ATTACH FOUR COPIES) SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATEWEGATI E PROVISIONS OF ANY OTHER STATE OR AX ID NU BER rfx 0 LOCAL LCONSTRUCTION OFTHE PERFORMANCE OF CONSIREXPIRES 1 YEAR FROM DATE OF ISSUANCE. sic,• DATE IOB.�DURIs` �G�- Z� ZDD /B OB (OFFICE USE ONLY) M CHA ICAL PLUMBING NO. TYPE OF FIXTURE FEE NO. TYPE OF EQUIPMENT FEE WATER CLOSET (TOILET) AIR COND. UNITS -H.P EA. BAlI11UB REFRIGERATION UNITS - H.P.EA. LAVATORY (WASH BASIN) BOILERS- H.P.EA SHOWER 6AS FIRED A.0 UNITS-TONNAGE EA. KI ICIILN SINK & DISP FORCED AIR SYSTEMS- B.T.0 MEA DISHWASIIER WALL HEATERS-B.T.U. M LAUNDRY TRAY UNI1 HEATERS- B.T.0 M CLOTIILS WASIILR EVAPORAI I`/E COOLERS WAIERHEATER CLOTHES DRYERS URINAL VLNTILATICN FAN DRINKIN(,F'DUNIAIN RANGE HOOD COMMERCIAL I'LOOR DRAIN AIR HANDLING UNIT- CPM VACUUM BREAKERS SFOVE ROOF DRAINS - RAINLEADERS METAL FIREPLACE &CHIMNEY SINK (SERVICE - BAR,ETC.) WATER HEATER GAS PIPING SUBTOTAL $ SUBTOTAL S PERMIT S PERMIT s TOTAL FEE S TOTAL FEE $ 5101.YARD SL 1 BACK STRLLI SL TBACK REAR YARD SETBACK PLAN CHECK NUMBER PLAN CHECK FEE FEl `1� ,� RECEIPT NO a titik iur:! LOT ARLA VACANT SITE VALUATION FEE ❑YES ❑NO FEES TYPL OF CONS1 OCCUPANCY GROUP NO.OF DWELLING UNITS PLAN CHECKING NG BU'LD1NG f SILL OI BLDG. NO.OF STORILS MAX.000.LOAD PLUMBING FIRE SPRINKLERS REQUIRED ❑YES NO MECHANICAL STATE BLDG.CODE COMMENTS ENERGY CODE SURCHARGE U.B.C. PENALTY SEC.3031+) WATER/SEWER FEES A TOTAL OCT 2 5 2004 PERMIT VALIDATION / i f q y} WHEN PROPERLY VALIDATED TIN THIS SPACE)THIS IS YOUR PERMIT&RECEIPT �10,A BUILDH JJ_' DEPT PAID CRII BY BURO�r•G OFFICIAL DATE cc:ASSESSOR,APPLICANT.TREASURER,BLDG.DEPT. RECORDS COPY CITY OF ARLINGTON CONSTRUCTION PERMIT ❑ COMBINATION , BUILDING Q MECHANICAL 0 PLVMbING , ❑, SIGR PERMIT NO. OWNER MAIL ADDRESS CIT S' ZIP PHONE %"4qzWAMV# to- PHONE r ARCHITECT OR DESIGNER MAIL ADDRESS CITY GLNLRALCONTRACTOR MAIL ADDRESS CITY PHONE LICENSE# _,4yL,ej& vTiarr 11612�&T�Ntfg ��— ?-Ylv h�%*'AyflQZ PiF MECHANICAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE f PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE/ CLASS OF WORK IN!W El ADDITION ❑ALTERATION ❑REPAIR ❑DEMOLI FION ❑BUILDING RELOCATION VALUAI ION OF WORK S DLSCR BE WOR 'ff EC r ✓�1 Z pG� + PROPOSED USE OF BUILDING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- L(,•1L MIS(Rif,T ION OI PRUPE k T Y(SHOWN BELOW OR ATTACH E OUR COPIES) SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK LOI_ BLOCK • OF �L �. WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO ��- VIOLATE OR CA EL E PROVISIONS OF ANY OTHER STATE OR fAX ID NUMBER Tex 0 LOCAL LA EG ATI CONSTRUCTION OF THE PERFORMANCE OF CONSTR I T EXPIRES 1 YEAR FROM DATE OF ISSUANCE, {/fjL(( 4 SG v DATE 108 AUDRLSti Z; ZDD /B OB (OFFICE USE ONLY) M CHA ICAL PLUMBING NO. TYPE OF FIXTURE FEE NO. TYPE OF EQUIPMENT FEE WATER CLOSET (TOILLI) AIR COND.UNITS -H P. EA BA1111UB REFRIGERATION UNITS - H.P.EA LAVATORY (WASH BASIN) BOILERS - H.P. EA SHOWER GAS FIRED A C. UNITS-TONNAGE EA. KI ICIII_N SINK & UISP. FORCED AIR SYSTEMS - B T U MEA UISIIWASIICR WALL HEATERS- B.T.0 M LAUNDRY TRAY UNIT HEATERS- B.T.U. M CLOI IILS WASHLR EVAPORAI IVE COOLERS WATER IIEATLR CLOIHES DRYERS URINAL VLNTILATICN FAN DRINKING FOUNIAIN RANGE HOOD COMMERCIAL FLOOR DRAIN AIR HANDLING UNIT- GPM VACUUM BREAKERS SFOVE ROOF DRAINS - RAINLEADERS METAL FIREPLACE &CHIMNEY SINK (SERVICE - BAR,ETC ) WATER HEATER GAS PIPING SUBTOTAL $ SUBTOTAL S PERMIT 3 PERMIT S TOTALFEE 3 TOTAL FEE S SIDE.YARD SL I BACK STRLLI SL TBACK REAR YARD SETBACK PLAN CHECK NUMBER PLAN CHECK FEE RECEIPT NO _r 5 Ir ST /ONI LOT AREA VACANT SITE VALUATION FEE ❑YES ❑NO FEES TYPE OF CONS] OCCUPANCY GROUP NO.OF DWELLING UNITS PLAN CHECKING VG BU'LOING $ SIZE 01 BLDG. NO.OF STORILS MAX.000.LOAD PLUMBING FIRE SPRINKLERS REQUIRED [—]YES ❑NO MECHANICAL STATE BLDG.CODE COMMENTS ENERGY CODE SURCHARGE U.B.C. PENALTY SEC.303(a) WATER/SEWER FEES `! FPERMIT OCT 2 5 2004 TION �yii� y i �] VALIDATED TIN THIS SPACE)THIS 15 YOUR PERMIT&RECEIPT C'A BUILDI ,' ; DEPT PAID CRIt BY BUILDING OFFIC;AL DATE cc:ASSESSOR.APPLICANT,TREASURER,BLDG.DEPT. RECORDS COPY CITY OF ARLINGTON CONSTRUCTION PERMIT ❑ COMBIMATION , BUILDING MECHANICAL Q PLVMbING , ❑, SIGN PERMIT NO. OWNER MAIL ADDRLSS CITY ZIP PHONE ARCHITLCT OR DESIGNER MAIL ADDRESS CITY 71P PHONE GENERAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE N TRY4a'z- f-o rtl�uvTiorl 1 l x s _ ! 7( ?-�1/ 4 �1YG(tZ�W hiLCHANICAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE / PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE TT CLASS OF WORK CKNF W n ADDITION ❑ALTERATION ❑REPAIR ❑DEMOLITION Cl BUILDING RELOCATION VALUATION OF WORK 5 DLSCR BE WUR PRUPUSI U USL OF BUILDING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- u.AL ULS(RIFT ION OI PROPL kTY (SHOWN BELOW OR ATTACH FOUR COPIES) SIONS OF LAWS AND ORDINANCES GOVERNINGTHIS TYPE OF WORK LOT_ BLOCK • OFyrL,�t` !�L T WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT.THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO Lvr VIOLATE OR CA EL E PROVISIONS OF ANY OTHER STATE OR fAX ID NUMBER rfx !.R LOCAL LA EG ATI CONSTRUCTION OF THE PERFORMANCE OF CONSTR 10 T EXPIRES I YEAR FROM DATE OF ISSUANCE. �i 0 S'G, NT T DATE ,UB ADURLSS DG1_4 Z�;, ZooYl JB dB (OFFICE USE ONLY) M CHA ICAL PLUMBING NO. TYPE OF FIXTURE FEE NO. TYPE OF EQUIPMENT FEE WATER CLOSET (TOILLI I AlR COND.UNITS -H P. EA. BAIIIIUB REFRIGERATION UNITS - H.P. EA LAVATORY (WASH BASIN) BOILERS- H.P.EA SHOW'LR GAS FIRED A.C. UNITS -TONNAGE EA. KI ICIILN SINK& DISP FORCED AIR SYSTEMS- B T.0 MEA DIS14WASIILR WALL HEATERS- B.T.0 M LAUNDRY TRAY UNI1 HEATERS- B.T.0 M CLOI IILS WASHER EVAPORATIVE COOLERS WAIERIIEATLR CLOTHES DRYERS URINAL VENTILATICN FAN DRINKING FOUNIAIN RANGE HOOD COMMERCIAL I"LOOK DRAIN AIR HANDLING UNIT- CPM VACUUM BREAKERS STOVE ROOF DRAINS - RAINLEAUERS METAL FIREPLACE &CHIMNEY SINK (SERVICE - BAR,ETC.) WATER HEATER GAS PIPING SUBTOTAL S SUBTOTAL 3 PERMIT 3 PERMIT 3 TOTALFEE 3 TOTALFEE 3 SIUL YARD SL 1 BACK STRLLI SL TBACK REAR YARD SETBACK PLAN CHECK NUMBER PLAN CHECK FEE FE@_ i RECEIPT NO usI is Nt LOT AREA VACANT SITE 37 VALUATION FCE ❑YES ❑NO FEES TYPL OF CONS I OCCUPANCY GROUP NO.OF DWELLING UNITS PLAN CHECKING VG BU'LDING 3 SI..L OI BLD(.. NO.OF STORILS MAX.000.LOAD PLUMBING F IRE SPRINKLERS REQUIRED ❑YES ❑NO MECHANICAL STATE BLDG.CODE COMMENTS ENERGY CODE SURCHARGE U.B.C. PENALTY SEC.303(+) RECEIVEDWATER/SEWER FEES TOTAL OCT 2 5 2004 PERMIT VALIDATION i y�ILDlg WHEN PROPERLY VALIDATED TIN THIS SPACE)THIS IS YOUR PERMIT&RECEIPT BU ),G DEP PAID _CR>I BY BUILDING OFFICIAL DATE cc:ASSESSOR,APPLICANT,TREASURER,BLDG.DEPT. RECORDS COPY Ze-as roup Architects AAZvage• `. xerw DatJVJ 7-3 NE•COYE 'T� — -- — -- -- —"'j" —a RESERVED FARMING AREA V. 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CITY OF ARLINGTON a f IMAS1 Lh (aOIIPLL+ Z PLAN W.2009 d �'TR7f,GItT the 3t pw. a Z-111---Ikl..p Architects j �b�SS REGISTERED ( I \// aRCNRECT I 1 N i , StIARON C.ROBINSON � I ._e._:4<3e. eve.��e_'r•= ti- ARCHITECTURE URBAN DESIGN s;-E eGc_.aec I L1 _ l ?'I (✓ •� •� PLANNING rsaa• J t4wAL%*~ I X /lL:/.Clt."/:1/.!!/ //Ili.!uY.r..fl./_/.!!!!!1/" 11 MINAKE ___ . 3B•I r 1 •-,z ARCHITECTURE P.S. J"—EG t �•T!!C , NA]a]�'W IBIl3' __ -- exNauil �I.Vt%a.If ms 1 DW I t i 111 s•ROE--;.• , as - I• ' ; r c,_=.� ~yell I r ; a I wows r L ' I 1 u•cs».I P1 n w NEW BUILDING II i 39 6 �B 4f4t 121 `�'[�..• I ` MET / I ( r • ���:�..,Q- � I; I ,fed ~ �� r 1 j 21 \ MCI f I I at_ So f �I 1 l ..I r � n:�.•.� r �; ry r� � 1.� I • II i '� ` r • 6 I Is II rx I 1 l\ 1� •v- � j.y % LF•I'y pO ✓� � I I Y u r� �,I c 1.• I� �1 V I ~ i..� I l � n � 1 -/ � (•,1 I ~ 1 z � f � •'ter �` 16 < 1 I 6-v_cEa ♦ a•e - 1 F ) rUl L---------- -------- Ax PoR r y�'' ® or Id le' Ta• ra,plil�t t?�:development regulations and = u�.�.� t'�IE''3IOt 9 cake re oe ur l•.3a ti .B= PRDJEOT r l •3::3 NORn4 ^ r moo r n Imo/th!•' on U t 20 1 1 ^I 3aas.-rvia +Icrr•snxn tweOt + a SITL+ PLAIT ~ Qr 11 ,1 rl rz t ��,,yy Ms�� tea► N,, FI � u� • u`to Y 1 w"#-Plowe U tv stulars�'rcusM ,,,., d Include chencir's tO th"Ritn n'an Y""�", d't mazy -- . 4O TREES II - ..MAIN PLANT LIST: 253 SF LANDSCAPE ARE SIDEWALK Symm ANITry ,WL&RE:C NAMc L\"VVON NAUF Y�ANTING SIZE COMMENTS MATURE SIjLL 178•X 14.2 TREES` i 4 ACER CRISEUM PAPER BARK MAPLE 1.5'-CAL B. AND B. 25'H X 20'M PQ OOO OOOO O SP EXISTING TREES ,,'��((' • i1 CALOCEDRUS DECURRENS INCENSE CEDAR 6'-8'HT. B. AND B. 75'H X 12'W ,►' 40 g + TO REMAIN .y W ♦ W W 4 ♦ J• y $l W W WY SP W`YI.-� .�" O 2 CORNUS KOUSA KOUSA DOGWOOD 1.5'-CAL B.AND B. 20'N X 20'W 274 SF PARKING LOT LANDSCAPE W y W 11 FRAXINUS ONYCARPA 'RAYWOOD' RAYWOOD ASH 1.5'-CAL B.AND B. 45•H X 30'W AREA 25.6'X 10.7' W +• I '�' '�' '�' a +' + C 'I m W C SP PARKIN T HA I T R R R R R R Rl . p P p AR A, AR �i R R R AR AR C C O 6 STEWAR71A PSEUVOCAMEWA JAPANESE STEWARTII 8'- 10'HT.B. AND B. 30'H X 20'W TOTAL VEHICLE ACCOMMODATION AREA 9.377 SF R C TOTAL AREA SHADED, BASED ON A 15'RADIUS R.CENTERED ON 964.E SF LANDSCAPE AREA, R R us 1,131 SF LANDSCAPE AREA, 'C MAINTAIN,AT Be EACH TREE ADJACENT A PARKING AREA 4,118 SF 46.6'X 20.T 54.5'X 20.8' R ,,,!!!'''tttt��� 21 ARBUTUS UNEOO'COMPACTA' COMPACT STRAWBERRY TREE 5-GAL CONTAINER 4 H X 4 W R R RU 7 AUCUBA JAPONICA 'VAR7EGATA' VARIEGATED AUCUBA 5-GAL CONTAINER 6'H X 6•W PERCENTAGE OF COVERAGE,AS SHOWN 44% a REOUrRF.O COVERAGE PER CITY CODE(20.76.130) 20% a a rs k BB 22 BERBERIS THUNBERGII ATROPURPURE4' RED-LEAF JAPANESE BARBERRY 5-CAL CONTAINER 4'H X 4'W I C 38 BERBERIS THUNBERGII'CRIMSON PYGMY CRIMSON PYGMY BARBERRY 2-GAL CONTAINER 2'H X 2'W TREE REPLACEMENT NOTE; 8J SF LANDSCAPE AREA, 1s b O 41 ERICA CARNEA SPRINGWOOD PINK' SPRINCWOOD PINK HEATH 1-GAL CONTAINER 1'H X 2'W RI VISIONS 6.B'X 12.2' ® 30 EUONYMUS FORTUNE! SILVER MOUND' SILVER MOUND WINTERCREEPER 1-GAL CONTAINER V H X 2'W AR TOTAL NUMBER OF SIGNIFICANT TREES REMOVED-5(SEE IS W 28 HOLCUS MOLUS'ALSO-VARIEGATES' VAR. VELVET GRASS 1-GAL CONTAINER 2'H X 2'W 83 SF LANDSCAPE AREA, ` 36 HOSTA-ASSORTED VARIE77ES HCSTA - VARIEGATED 1-GAL CONTAINER 1•H X 2'W ARCHITECTURAL PLANS FOR JUSTIFICATION FOR TREE REMOVAL) 6.8'X 12.2' w HY 11 HYDRANGEA MACROPHYLLA 'NIKKO BLUE' MKXO BLUE HYDRANGEA 5-CAL CONTAINER 4'H X 4' W a REQUIRED NUMBER OF REPLACEMENT TREES a 15 AT/5 GAL a o AR SIZE LANDSCAPE NOTES. u +0 /LD(GTENATA'COMPACTA' COMPACT JAPANESE HOLLY 2-GAL CONTAINER 2•H X 2•W o TOTAL OF TREES PROPOSED FOR SITE-34 AT 1.5"CAL FOR o f 30 JUNIpERUS SQUAMATA ISLuE STAR' BLUE STAR JUNIPER 3-CAL CONTAINER 2'H X 2'W y I 1. ALL TREES ARE TO BE STAKED AS SHOWN ON DETAIL 4 1 0 2 L 20 LE0007HOE WAL7ER!SCARLETTA' SCARL£TTA LEUCOTHOE 1-GAL CONTAINER 3'H X 3'W 1° g z DECIDUOUS AND 8'HT. FOR EVERGREENS k ^- 2. PLANTING AND TURF AREAS TO RECEIVE 4'MIN.DEPTH OF AMENDED THREE WAY TOPSOIL SUB-GRADES HY � 21 MAHONIA AOUIFOLIUM ORECON CRAPE 5-GAL CONTAINER 4'H X 4'W �� o i b SHALL BE SCARIFIED, CLEARED OF ALL WEEDS,ROCKS AND DEBRIS,AND ROUGH GRADED. TOPSOIL SHALL BE p 14 PIERUS JAPONICA 'MOUNTAIN FIRE' WOL'N77AN FIRE PIERUS 5-CAL CONTAINER 4•H X 4'W ROTOTILLED IN TO SUB-GRADE TO A MIN DEPTH OF 8 HY a W J. ALL HYDROSEED AREAS SHALL BE LIGHTLY COMPACTED AND FINE GRADED PER INDUSTRY STANDARDS PRIOR �'. L ©/'`� 37 POLYSTICHUM MUTIITUM SWORD FERN 1-GAL CONTAINER 1'H X 2•W 1,358 SF PARKING LOT LANDSCAPE TO SEEDING. 0 ( �} 16 PRUNUS LUSITANICA PQRTUGAL LAUREL 5-GAL CONTAINER MAINTAIN AT RI AREA, 9.4'X 146' ` 4. ALL PLANTING BEDS TO RECEIVE A MINIMUM OF 2"DEPTH OF MULCH(STEERCO, FERTILE MULCH,CEDAR 0 - L / 6'H X 6'W y GROVE COMPOST OR LIKE PRODUCT). pO 37 PRUNUS LAUROCERASUS'OTTO LUYKEN' OTTO LUYKEN LAUREL 5-CAL CONTAINER 3'H X 3'W L)y R1 S. PLANTS SHALL BE TRUE TO SPECIES HEALTHY, WELL FORMED AND IN EXCELLENT CONDITION. 0 ', L FO 26 RHODODENDRON 'CUNNINGHAM YM17V CUNNINGHAM WHITE RHODY 5-GAL CONTAINER 3'H X 3'W I 1 RI G 6. ALL PARKING LOT DECIDUOUS TREES SHALL BE BRANCHED APPROXIMATELY 5'OFF THE GROUND. 1 19 RHODODENDRON 'PJM' PJY RHODY 5-GAL CONTAINER 3'H X 3'W 1--I-� m m^B 7. ALL TREES PLANTED IN GRASS AREAS TO HAVE A 4'DIAMETER CIRCLE(MIN)CUT OU7 OF CRASS AND 51 SARCOCOCG HOOKERIANA 'HUMILIS' HIMALAYAN SWEET BOX 1-CAL CONTAINER 1'H X 2'W x n rn m COVERED WITH 2'DEPTH OF MULCH. L SP 17 SPIREA NIPPONICA 'SNOWMOUND' SNOW MOUND SPIREA 3-CAL CONTAINER 3'H X Y W m I 1 S. ALL PARKING LOT PLANTING BEDS SHALL BE MOUNDED AS SHOWN ON DETAIL 210.0 H �< ^n^ 70 LAND EAR£ 9• USE NO PRE-EMERGENT HERBICIDES ON THIS PROJECT S17E DURING CONSTRUCTION AND THROUGH THE IS 8 TEITNS7ROEMIA CYMNANTHERA TETtN5TR0EMIA 5-GAL CONTAINER 4'H X 4' W w _ 18 X FIRST YEAR WARRANTY PERIOD. Y 52 .THUJA OCCIDENTALIS'EMERALD GREEN' EMERALD GREEN ARBORVITAE 3'- 4'HT. B.AND B. MAINTAIN AT a S E E m $ 4 HX2'W F� O 0 10. CONTRACTOR TO VERIFY INSTALLA7ION COND17IONS AND PLANT LAYOUT WITH OWNERS REPRESENTATIVE H V 17 VIBURNUM DAVIDII DAWD VIBURNUM 1-GAL CONTAINER 2'H X 4;W o PRIOR 70 INSTALLATION OF PLANT MATERIAL VpT 3 VIBURNUM PLI. TOM. 'SUMMER SNOWFLAKE' DL"JBLEF7LE VIBURNUM 5-GAL CONTAINER 6'H X 6 W 1-4 7- 0 ,•,• 0 0 11. FER7LIZE ALL NEW TREES AND SHRUBS WITH 6-4-3 TRANSPLANT FERTILIZER PER MANUFACTURERS 0 � SPREADING u S ��e n'� 70 N P AREA, r SPECIFICATIONS. GROUNDCOVERS O 0 F x.V 18'X D I A,IUGA REPTANS PURPUREA' BRONZE CARPET BUGLE 4'POTS CONTAINER 8'H w mcn r C _ \ URICPE MUSCARI coz i O LILY TURF 4'POTS CONTAINER 13'H PACHYSANDRA TfRMINAUS MY - - ••-•- ^^`^•'�•^ \ JAPANESE SPURGE 4'POTS CONTAINER 12"H O ID C =- "- ,= +� 18'X A CONCRETE PAVERS 7 1 R R ® RUBUS CALYCINODES � ^5 CRY • +l�. I OVER ARAND/GRAVEL BASE Rt RUBUS 4'POTS CONTAINER 6"H ^d LEAVE 2'CAP BERMEEN EACH H AND PLANT GAP WIN WISH L .I NNG MINOR PEPoNINKLE 4"P075 CONTAINER 12'H �w C ! W W RI MOSS(SApNA SUBULITA) AR L t _ HYDROSEEDED TURF W ,4 '?� S.xl� l'0.3�.1�•( and ,y ( •, I NO SYMBOL SAGNA SUBULA TA IRISNp�MOSS � 4'POTS CONTAINER 1'H , 0 0 0 O 1,089 5F LANDSCAPE AREA _ BASALT BOULDERS-MIX OF ONE, TWO AND TREES MAFID BEktiFN PA V£RS ' VI 11 t3• 48.8'X 22.3' VF' ROC NOTE: ALL CROUNOCOIER IN 4'POTS TO BE PLANTED 18"O.C. AND TRIANGULARLY SPACED ,:�QLpI�'y.(�'�q!�''A {� ,7 70 SF Ds Aa PROPOSED BUILDING Med BJIU C MNA`-�_.f A - 18,X •" RI VPT L -MAINTAIN EMERALD GREEN PYRAMIDALIS AT A MAXIMUM HEIGHT OF 4' AR AR Rl 0 2"DEPTH OF MULCH h+•� }+•T-•� 18'X L L ADD A MIN. OF 4'DEPTH OF THREE BB 1,701 SF LANDSCAPE AREA, L L O 4'MAX.SLOPE WAY AMENDED TOPSOIL AND ���� -)y the 71.1•X 15.5' 1 � ROT077LL IN A MIN. DEPTH OF 8' p J',I_ I GJFO i0 85X B8 O -1 o _ 1 W CRUSHED ROCK PATH,SEE O V I D _ APREQUIREMENT Dn z^1.o Y q a o o Y U7 ,y I I;'. t �z F Z P SP I AR / �/ `f 1' =N ;"b7)rt CG TOTAL LOT AREA 34, SF '. A�(/��) ~ ac OO 26J SF LANDSCAPE AREA, iS PAVING,SEE CAVIL DRAWINGS // 1 \ vqU// �; Z F DSCAPE AREA- IZ327 SF FOR DETAILS / I/ 0 5 U1 ANIT 8,143 SF) v ,y V 29.9'k 8.8' / i; 3 uj Y .y �. L CURB AND CUTTER,SEE CAVIL '� TOTAL PAVED AREA(SID WALKS, PARKING LOT AND PATIO)= P _ DRAWINGS FOR DETAILS HY ChoV V 0 R COMPACTED SUBCRADE SEE rs l far a St ons� OWL DRAWNGS FOR DETALS t W '� O 1,877 S=LANDSCAPE AREA, R R' O ILY HY OONE TO F ALL PL E TAPE1NGS. TYPICAL Z r1 i\HiI,R site vlan. 0 50.6'X 45.8'MINUS PAVING I prrnFal,which m in __ L TO PAVING OR STRUCTURES W ) J SP VEHICLE OVERHANG AREA a 0 ~ SP - o - - L TYP! A PLA TINGISLAND DETAI W W J �0- BB 70 SF .y ET,O SCALE:NONE U a= N W AREA. • .r r. �, (a- to X 4' R '� c m ca Q L LANDSCAPE AREA.O O 0 W29 X A R 139,V W t 'yE /u O V y �, ,y •y t to 1/2-BLACK HOSE W/2 STRAND Z 'Q _ • W W W TREE STAKES ` 12 CA T1WslE0 WIRE O s 2 1� SIDEWALKy W W .y W W D8 HOSE Q 1,204 SF LANDSCAPE AREA. L,�L�J ^/ - 1 _ij\\i\�\�17(OII II/1k t�B/ BD tll w 8 �. W �• WW W WW WW\� WW '�' 4Y•• •�• •Y W ry W • W W V W V W W W,Y W W W J• y +• W ,WH B/�BC t�° ///t_� 38.1•X 206 \4ay 1 ms"��{•3MV77�y"P'S�,1•,':".`/.,.� 2-22""X2'XS'-O'STAKES GROU !L(p a �OZ J h � SECURELY ORl4fl INTO (n ° Lu BB PARKING1,079 SF ♦ • WWi • W WWwWWW Or W AREA,29.6'X 36.7' W W W W W y W . a y . + W STAKiNG PLAN 'It QO ?ZMULCH IN BASINS J AREA;© 311 SF PARKING LOT LANDSCAPE ! 41.4 X 75' Ill 11\ _ TYPICAL ALL PLANTS Q" I-1 I - °p w �% S1, I V7i/Blatt ° • • • • • ° �: O PLANING ROOT 711MEs � _ -`Y - I- - .4 0 00 Q • • • %. .`''7inuu�, • • G BB �G '/ •` PRUNE ALLwa DISEASED AND T �� _ _ I 47iluu\a0 . .0 • • \. . • B ///nmo SRE BROICEN BRA i I- I I.� -I i COMPACTED OF t12 PLLL roI _III I(�I' f - 11111\\ V7/1L111\\ //lIIl1P\ PLANTING SOIL MO TO BE I�1�111 _ CONSIST Of 2 N PLM1ttNG n^e TYPE B LANDSCAPE BUFFER 2/3 ROPSM 1/3 ORGANIC �=I I- I I- �•�D IPL NATIVE SOIL 'III- I I✓LI• Mi MATTER -I I l-1 I Imo_ I I I_ NaA7LD PLANT PIT suRFA /�����^--���,,,, I LANDSCAPE PLAN REMOVE ALL STAKING MATERIAL I 1 L1.o SCALE 1'-10' ONE YEAR AFTER PLANTINGI,-IIiI I I- LIGHTLY COMPACTED I-1 I I r- DEPTH OF MULCH, TYP '� '� _ PLANTING SOIL MIX UFUIII4C. OF ALL PLANDNC BEDS I `` ' , 4'DEPTH OF COMPACTED 5/8'MINUS EVERGREEN TREES DECIDUOUS TREES METAL LANDSCAPE EDGING - " III-III-I EED BD ROCK INSTALL PER MANUFACTURERS JII) fI-lei I- WEED BAARrER FABRIC CALL DIAL-A-DIG L1 • O SPECIFIC T70NS �'11�_li =III-' COMPACTED SUBGRADE 1•s to' a TYPICAL PLANTING AN TAKING DETAIL AT 1-800-424-5555 r CRUSHEQ ROCK PATHWAY DETAIL BEFORE CONSTRUCTION BEGINS SCALE NONE A MINIMUM OF 48 HOURS L 1.0 SCALE:NONE 0 5 10 20 L1,o gT1EEf; 1 OF 1 TREES PLANT LiST, AmAW SYUEFOI 12Ud1fIl1Y 5c1:HnF1r NAM rulNnNc srzE CQMMEpLIS MApI•RE_alr 253 SF LANDSCAPE AREA SIDEWALK 17.8'X 14.2' TR ISE .5• � / OOO OOO� O 4 ACER GRIS£UM PAPER BARK MAPLE 1 -CAL B AND B. 25'H X 20' SP: �. fXIEXISTING TREES _�1 � P C + � y W + • 11 CALOCIDRUS DECURRENS INCENSE CEDAR 6'-8'HT. B AND B. 75'H X 12'W TO R04AW ,P 2 CORNUS KOUSA KOUSA DOGWOOD 1.5"-CAL B.AND B. 20'H x 20'W SP 0 274 SF PARKING LOT LANDSCAPE /1 FRAXINUS OXYCARPA 'RAYWOOD' RA YWOOD ASH 1.5"-CAL B.AND B. 45'H X JD'II' 0.AREA 25.6'X 1 T + + + + I + • C PARKINGT HA iN N T R I + R a AR AR c c SP R R 1 R RI P I P AR AR II R R C O 6 STEWAR77A PSEUDOCAMELUA JAPANESE STEWARTII 8'- 10'HT S.AND B. 30'H X 20'1 TOTAL VEHICLE ACCOMMODATION AREA _9.377 SF R B8 TOTAL AREA SHADED, BASED ON A 75'RADIUS CENTERED ON 964.6 SF LANDSCAPE AREA. R g R 1,131 SF LANDSCAPE AREA. 54.5'X 20.8' O Mf11N7AIN,AT R AR 21 ARBUTUS UNEDO 'COMPACTA' COMPACT STRAWBERRY TREE 5-GAL CONTAINER 4 H X 4 W BB EACH TREE ADJACENT TO PARKING AREA-4,118 SF 46.6'X 20.7' R R R U 7 AUCUSA JAPONICA 'VARIEGATA' VARIEGATED AUCUSA 5-GAL CONTAINER 6'H X 6'W PERCENTAGE OF COVERAGE• AS SHOWN_44X ••'EQUIRED COVERAGE PER CITY CODE(20.76.130)_20X R R BeB 22 11• % BERBFRIS THUNSERGI 'ATROPURPUREA' RED-LEAF JAPANESE BARBERRY 5-GAL CONTAINER 4'H X 4'W C 38 BERSERIS THUNBERGI 'CRIMSON PYGMY CRIMSON PYGMY BARBERRY 2-CAL CONTAINER 2'H X 2'W AR TS ai Q 41 ERICA CARNEA 'SPRINOWOOD PINK' SPRING4VOO PINK HEATH 1-CAL CONTAINER 1'H X 7 W REVISIONS TREE REPLACEMENT NOTE. BJ SF LANDSCAPE AREA AR TOTAL NUMBER OF 9CNlFlCANT TREES REMOVID 3(SEE 6.8'X 12.2' R 28 EUDNYMUS FOS UNEI'ALB 'SILVER MOUND' SILVER MOUND WINTERCRE7PER 1-CAL CONTAINER 1'H X 2'W IS 28 HOLCUS M0LLf5 'ALSO-VARIECA NS VAR. VELVET GRASS 1-CAL CONTAINER 2'H X 2'W ayc 83 SF LANDSCAPE AREA 36 HOSTA- ASSORTED VARIETIES H05TA - VARIEGATED 1-GAL CONTAINER 1'H X 2'W REQUIRED NUMBER OF REPLACEMENT TREES=13 AT/l5 GAL ARCHITECTURAL PLANS FOR TION FOR TREE REMOVAL) 6.8'X 12.2' HY 11 HYDRANGEA MACROPHYLU NIKKO BLUE NIKKO BLUE HYDRANGEA 5-CAL CONTAINER 4'H X 4'W o rfENT sz£ LANDSCAPE NOTES: �Q 40 ILEX CRUS SQ 'COWPAMATA VL COMPACT JAPANESE ER HOLLY 2-GAL CONTAINER 2 H X 2'IF \ ' AR VI 30 JUNIPERUS SQUAMATA 'BLUE STAR' BLUE STAR JUNIPER 3-CAL CONTAINER 2'H X Z'W TOTAL Of TREES PROPOSED FOR SITE 34 AT 1.5•CAL FOR o ///''''''��� DECIDUOUS AND 6'HE FOR EVERGREENS N 1. ALL TREES ARE TO BE STAKED AS SHOWN ON DETAIL 4/L1.0 NY J 20 LEUCOTHOf WAL 7ERl 'SCARL£iTA' SCARLE77A LElIC01HOE 7-CAL CONTAINER 3'H X 3'W g =z = k 2. PLANTING AND TURF AREAS TO RECEIVE 4•MIN. DEPTH OF AMENDED THREE WAY TOPSOIL SUB-GRADES 21 MAHONIA AOUIFODUM OREGON GRAPE 5-GAL CONTAINER 4'H X 4'W w. SHALL BE SCARIFIED. CLEARED OF ALL WEEDS ROCKS, AND DEBRIS. AND ROUGH GRADED. TOPSOIL SHALL BE p 14 PIERUS JAPONICA 'MOUNTAIN FlRE' MOUN77AN FIRE PIERUS 5-CAL CONTAINER 4'H X 4'W c e ROTOnLLED IN TO SUB-GRADE TO A MIN DEPTH OF 8•. NY _ < S ALL HYDROSEED AREAS SHALL BE LIGHTLY COMPACTED AND FINE GRADED PER INDUSTRY STANDARDS PRIOR Qom\ 37 POL YSnCNUN MUNINM SWORD FERN 1-CAL CONTAINER 1'H X 2'W 1,J58 SF PARKING L07 LANDSCAPE TO SEEDING. 0 T L { • F 16 PRUNUS LUSITANICA PORTUGAL LAUREL 5-GAL CONTAINER MAINTAIN A7 R, 4. ALL PLANTING BEDS TO RECEIVE A MINIMUM OF 2'DEPTH OF MULCH(STEERCO, FERTILE MULCH, CEDAR L \J 6'H X 6'W AREA, 9.4'X 746' O J7 PRUNUS LAUROCERASUS'OTTO LUYKEN' 07TO LUYXEN LAUREL 5-CAL CONTAINER 3'H X 3'W Rt GROVE COMPOST SHALL T E TO SP OO („) 6. PUNTS KIN BC TRUE TO SPECIES. HEALTHY, RAN FORMED AND IN EXCELLENT OF CONDITION. GROUND. 0 L R 26 RHODODENDRON 'CUNNINGHAM WHITE' CUNNINGHAM WHITE RHOOY 5-GAL CONTAINER 3'N X 3'W R, 6. ALL PARKING LOT DECIDUOUS TREES SHALL BE BRANCHED APPROXIMATELY 5'OFF'THE GROUND. RI 19 RHODODENDRON 'PJM' PJM RHODY 5-GAL CONTAINER J'H X J'W 7. ALL TREES PLANTED IN GRASS AREAS TO HAVE A 4'DIAMETER CIRCLE(MIN)CUT OUT OF GRASS AND 51 SARCOCOCCA HOOKERIANA 'NUMILIS' HIMALAYAN 514EET BOX 1-GAL CONTAINER 1'H X 2'W 1••1= n n m COVERED WITH 2•DEPTH OF MULCH. L SP 77 SPIREA NIPPONICA SNOWMOUND' SHOW MOUND SPIREA J-CAL CONTAINER 3'H X J'W 8. ALL PARKING LOT PLANTING BEDS SHALL BE MOUNDED AS SHOWN ON DETAIL 2/L1.0 4'H X 4'W ^^^ 70 LAND AR IYi TS 6 TERNSTROEMIA GYMNANTHERA TERNSTROEMIA 5-CAL CONTAINER W i8'X 9. USE NO PRE-EMERGENT HERBICIDES QV THIS PROJECT SITE DURING CONSTRUCTION AND THROUGH THE ,g FIRST YEAR WARRANTY PERIOD Y 52 .THUJA OCCIDENTAUS'EMERALD GREEN' EMERALD GREEN ARBORVITAE 3'-4'HT. B.AND B. MAINTAIN X12'W F_v u g m 0 0 ID. CONTRACTOR TO VERIFY INSTALLA7ON CONDITIONS AND PLANT LAYOUT WITH OWNERS REPRESENTATIVE H y C PRIOR TO INSTALLATION OF PLANT MATERIAL 3 VIBURNUM PANDIT DOUR LABURNUM 1-GAL CONTAINER 2'H X 4'W QI4 c 0 O O 71 FERTILIZE ALL NEW TREES AND SHRUBS WITH 6-4-J TRANSPLANT FER77UZER PER MANUFACTURERS 0 VPT 3 VIBURNUM PLI. TOM. 'SUMMER SNOWUh'E' DOUBLEFlL£LABURNUM 3-CAL CONTAINER 6'H X 6'W H..I Z SPECIFlCA TIONS jGIU yMn�rRt. SPREADING yL 70 AREA GROUNDCOVCRS 0 3 x ry IQ'X _ O AJUOA REPTANS'PURPUR£A' BRONZE CARPET BUGLE 4•POTS CONTAINER 8•H m Ocn _ \ LILY TURF 4•POTS CONTAINER 18•H C LIRIOPE MUSCARI U)_ i NY -_- `�+�•"^- ,���`�,\�` JAPANESE d 'p •- PACHYSANDRA TERMINALIS E SPURGE 4'POTS CONTAINER 12•H 7E �--,- ♦d T C I 18•X 18•CONCRETE PAVERS I RI R K ® RUBUS CALYCINOIDES • n g City t y OVER A SANDIGRAVEL BASS, ® kUBUS 4•POTS CONTAINER 6•H o i 'S� LEAVE 2•GAP BE NEEW EAC d AND PLANT GAP WITH ARSH VINCA MINOR PERIWINKLE 4•POTS CONTAINER 12•H fiTGp;��'3�CI .., C * + RI MOSS(SACNA SVBI/U TA) AR L L HYDROSEEDED TURF W f - .^tc o.1-p*-�1Fj c1, 1 1 '� NO SYMBOL SAGNA SUBULATA IRISHpLMMOOSS pE��[ 4•POTS CONTAINER 1'H Y'Y 0 0 O 1,089 SF LANDSCAPE AREA, ( BASALT BOULDERS-MIX OF ONE TWO AND 1HRa Mw ROCKS N PAVERS - f FtFI 48.8'X 22J• 1'� ;'fGC 0 0 1 NOTE: ALL GROUNDCOVER IN 4'POTS TO BE N.ANTEu 78.O.0 AND TRIANGULARLY SPACED 7 �J�;' - 70 SF D A'tB + RI PROPOSED BUILDIN �,T L .MAINTAIN EMERALD GREEN PYRAMIDALIS AT a MAXIMUM HEIGHT OF 4' �� A•_ X RI C •DEPTH OF MULCH AR AN L 0 2 W W III X ADD A MIN. OF 4•DEPTH OF THREE a�,,,�a 8B 1,101 SF LANDSCAPE AREA, L L 0 �'SLOIc WAY AMENDED TOPSOIL AND )y U yl., 71.1'X 75.5' - O I ROTOTILL IN A MIN. DEPTH OF 8- P BB 0 I L•(IMPAr-TFD TO 8z.S CRUSHED ROCK PATH, 'Er V12- on N APE REQUIREMENT + • B D,L 2/11.o OV o Is !TOTAL LOT AREA_ .T4,980 Sr VING,26J SF LANDSCAPE AREA. 75 PA SFE CIVIL T I IASCAPE AREA- IZ327 SF . 29.9'X S.8' (A) Y O k LANTINCS A143 SF) L CURB AND CUTLER SEE CIVIL TOTAL PAVED AREA(SIDFIVALKS, PARKING LOT AND PATIO) V P DRAWINGS FOR DETAIS L NY Nou PJ ft 0 R `. COMPACTED SUBGRADE SEE R .' NY CIVIL DRAWINGS FOR DETAILS RJf 9 8� cm " O 1.877 Sf LANDSCAPE AREA, O ONE TO ONE TAPER TYPICAL 0 approv131,which iTT In l•. r fhl- Sdta Nan. 0 50.6'X 45.8'MINUS PAYING R NL OF ALL PLANTINGS AD.UCENT TO PAYING OR STRUCTURES Lu Q Q - - SP wNKx E oVvtHAFic,vrE i-- + • 0 0 + L TYPICAL PLAN77NG ISLAND QF�_TAIL Z k Lu r.)a Be + W W-I so 70 SF E AREA o SCALE:NONE `� U a O N Li • + 18'X 4' R �0 co R J9 SF LANDSCAPE AREA. R + Agz, If) 29'X 1.J' +0 0 0 ,�. •. +. _12 C BLACK HOSE W/z STRAND Uj Z 'Q • . . . . . .. .. . . 12 GA tWLSTEO WIRE 111 S nn n SIDEWALK +' + + +' . Be HOSE STAKES I AA Z O z LJ \� 1.204 SF LANDSCAPE AREA, V ', a Z Q �\ 58.4'X 20.6' + W /4_ HIRE + tr)S '•'I '2-2•X2•X8'-0•STAKES- I J L\ O ° SECURELY DRIVEN INTO CROVND. V) >- OO} Be + Lo79 SF PARKWc scAPE + + + + + \\Af STAKING PLAN AREA,29.6'X 36.7• `� g W V + W ♦ W W W + W W W � ��\\ [jam^ ` O \ Be ♦ Sf W V + + •Y + W + V + + BB V 1 f •• V"A,, I 2•MULCH C- t 1 311 SF PARKING LOT LANDSCAPE � /� �' ""�,'/ IN BASINS J? t7 3 ° UA W AREA, 41.4 X 7.s' " v + ♦ + ♦ . W + . . + A 1/F ° ; C�00(n � f n�I! 1 I \� f V C W W + 1 W W W Y L TYPICAL ALL PLANTS T Q I /11pnd�� ° ��� + , c c c ° 1nma\\ _ I_ �.' _ _j N c0 W • G Be _ ' I�-i I _ I I- 111=1 I '. II I- O !r S - ° 'lnnlm� o g• • • • • o ° Be SIZE OF Ro T SSALL MEs I O\C \,, • • • • %/ .\`/4/maV. . • • • ee /jf41111\\N\\ PRUNE ALL DISEASED AND I��I I I- - �.:: ' COWACIEV eAC TILL To) C; I I QL fllll i/ O h O /4 P\ /// BROKEN BRANCHES 'I-III - �I fXXN9ST OF F/2 PLAN77NC -1 I I t I�I' i f/111111\\ fIDIIN E B LANDSCAPE BUFFER PLAN77NO SOIL MIX TO BE _I rt J TOPSOIL, 7/J ORGANIC I =1_I I_ - L A�IP�LA,T��` FA III= =L t[' •� ,� 1 LANDSCAPE PLAN IT ONEYEAR FTTAKING P�nNTGERIAI I _ _ _ _ LT.D SCALE:1•_ ,D' '-1 I IT-s-TI I I-1 LIGHTLY ODIIPACTED DRAWING. Y DEPTH OF MULCH, 7YP 1I- : " PLAN SOIL LIX OF ALL PLANTING BEDS DEPTH OF COMPACTED 5/8•MINUS EVERGREEN TREES DECIDUOUS TREES - WEEDr+ED ROCK CALL DIAL-A-DIG L1 . O METAL LANDSCAPE TI NS -III I I� 11,I= �BARRIER S FABRIC 1•_ IQ, 4 TYPICAL PLANTING A TAKING DETAIL AT 1-800-424-5555 INSTALL PER MANUFACTURERS �I S'£OFtCA TIONS I I I_i 11=1 1� COMPACTED SUBCRADE �K--77 YL� L1.0 SCALE:NONE A MINIMUM OF 48 H CRUSHEOl1R5 ROCK PATHWAY DETAIL 0 5 10 20 BEFORE CONSTRUCTION BEGINS Lf-o SCALE NONE SH T: I OF 1 -INSPECTION REPORT 4c' N GT Perrrlit Nb.: n!j G zo'2 Lot#: Address: t,r 3o$ "5maiw t r'Contractor: :E)nnQ L-e�4 Owner: Sri� 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. h /-1 d //7 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 O�Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: to NONE ■ ■ 7 • r� . .� � ■ No J -3 R` a ■ ENEEN' ■ 1 : J — dr% .7 • . . ■■■r 7 . NONE INNEEN 1 . ■ err ME i i 1 ■ immom 1 .i it _ QbUUNKE Ir _ Immmm ■ ommommiNEON - ■ - - - ■ ME ■ F■ ■ EENE ■ NONE W - ■ A momm ■ !• J ■'■ ■ r• : ■ ■ r smomm" ■ EEEEr NONE ME ENNEEN' Tri 7 ■ rT "rr 0www - — — T — T - ME lion - , m%q [ Ar • . r:.Lrj ` ' : r NJ- or, ■l:mr�mmJr MEN • ', r .• ! . 1of ' _20 1 1 ■ L mormood, WE ■ NONE Imo! 1 rim r- VP = 1 OWN '11640ecIELIw As[" aft - . - On - - a r - V ■ I_ - 4 - 0 1 - INSPECTION REPORT ¢ti1N G7'O Permit No.:• oaf tot-o-Z Lot#: Address: a 3 i I? 5-+K k�' P-r &V J3 Z Contractor: ® Owner: _S-n� ING Date: 6 - Z-t -at. ❑ 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 ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in rZJW. Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: r .�� - l 1�+il�if�•�•11R.v�-�f.�'�M�i��•iu�y�7tZ+Y !�•N•:V a� ••� � � - 1 INSPECTION REPORT ii rPerrnit No.; D y &zo z Lot#: Address: !8319 S remQTContractor: �� " r— O Owner: G Date: -ao-0� ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION )OXORRECTION 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. AY /�!S1 C7., !ez c �� eT P h I�l L-r,'�:%z c., ll(c,��5 ��i/��I/�ye�..e�j��Sb.� .`a /,��',�•�rsY7 ��,yJ Jca��O � C'cy�/ �r /•za i/��cJtiry 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 8- Final ❑ Masonry ❑ Drainage ❑ Insulation 0 Other: 1 1 -1 - ■ I - ■ 1 I 1 r, AL '■ I - 11 ti ' - - - di St - 1 C r ..L I_ 1 � ' =tom 1 1 1 ■ _ r 1 11111 4p r 1 ■ !�� • w C _ 1130 �� Lv INSPECTION REPORT vy b2AZ 4ti1N G?'O Permit No' Lot#: C.Q Q' Address: 193€DY Sn�►c��PT Qi-o e • Contractor: ��✓� s, �O Owner: S n L:j -5 SING Date: S-3 o—oCo ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION &t 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. �Lv►� 10 Z S7 ra1.�, e L-s;7)q� o - ►4 f 4 T11 S��JIC P N 'i7 JYL vl I a-4 r" An/2 4 P-P PT M,Oe 7 N I L ca- 4-3'3�'Z A P rsr-CTYLs4-n r A T V i-r Wit^`2 51,0 K- -W-i-`�L� !�f� Z YC-'•r_J� � l.' N�'�i�Yl �� .5/V 1L. 'n - �.n�l '}�L •i�.'TX-��-'f•7 IYiS 5 9a ni D�"YL S� y 14.5 Inspector: Date: 3o-ab 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 0 Final Pe,,.,6; Meu4 ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT Permit No.' oil (o Zo 2 Lot#: Q Address: IZ-3:_2 jrxcL7 pr Q�✓�� Z Contractor: '7'W L� Owner: �IN� Date: ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION 4CORRECTION 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. (Z,,, 2D 7 N�tY(Adt17 D� Van!17ls1�� lLl�,�[�s'� S i1j)4_ L r 94n O 4 £r to 7i � PLS/`�l'7Yc�4'llclnlS K O tx1t. S0.V/CS i✓t�Efi c e�s..r Cl1l�� D AJ S Inspector: ss- •� Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork A3�Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove A Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: `�`Saoaorcu INSPECTION REPORT 'r°L 4y1N G?' Permit No.: awe, (6 2 L Lot#: O Q' Address: i$S f ? S,t� P Z Contractor: �� �- w— O Owner: �� i.�� S�v►� �S�ING� Date: -10 APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. bl z G✓c ✓ c Pi i/i diJ Inspector: Date: S-//—C.6 TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical 'C Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: 1Z52 INSPECTION REPORT ¢L1N G TO Permit No.' Q Y 6 z-o z_ Lot #: Address: !3 3I$ S.,n vD Z Contractor: -71+h L 2-Owner: S-,7-L-L-i s`�k z IN G� T 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. Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing 54L Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: 1 i Ililt INSPECTION REPORT ¢ti1N G?'� Permit No.:` o 4/ b 2-0 Z Lot #: Q Address: 1 er 3 16 Contractor: "'o Fri �� O Owner: �-�-� 5�=..n :.►z �S�IN i �� 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. Inspector: Date: —C6 TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing A Drywall, Nailing ,�❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: �� _ � �} .- �►,_ . .� _ __ __ -� � � � ti � - � � - �� - - � �l�. �. I � � � • � 1� �n ����• - -qNSPECTION REPORT ii r Permit No.:0 �4-2 Lot #: Address:Contractor: lor- O Owner: G Date: ❑ APPROVAL R 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 A Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: I 6. ► 1 add 6.1 -E.,C INSPECTION REPORT ; ii Permit No.: 0 Y 4� z�zLot#: Address: 131,6` -�,-tt,, oar 1­10 Contractor: rtl�i Lw_ Owner:Date: ❑ APPROVAL �—PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. l� my Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing )@ Drywall, Nailing ❑ Consultation ❑ Foundation El Shear Nailing "U Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT ¢tiZN G TO Permit No.' 90.2 Lot #: Q' Address: 15 3679 - S /`�� Z Contractor: O Owner: I N C'� Date: "3 - T 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 ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage insulation ❑ Other: 1 - 1 1 � f �f y o� Q INSPECTION REPORT ¢yIN G J,, Permit No.: 04 6 2_0Z Lot#: Q' Address: i3' cf 5_'^ `L Z Contractor: 71A,-1 L-z-A— O Owner: S;� `-� s��►��� IN�� 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. Inspector: >� Date: T TYPE OF INSPECTIQN REQUESTED ❑ Under-floor Framing 3r�/FCz❑ Gas Piping ❑ Footing '.ice- Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in L3 Final , ❑ Masonry ❑ Drainage � 0 Other: ]d w i J �l NSPECTION REPORT tN GT Permit No.: ®if (P-Lo_Z Lot #: Q Address: t$3 0 5-.,k H rT Contractor: D-y ys, �O Owner: S-,-i Ley s arm 'qI N G Date: 3-VS - b ❑ APPROVAL f1d,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. Oe'-' f rc,� Inspector: Date: t� TYPE OF INSPECTION REQUESTED 'V ❑ Under-floor If Framing 240f3"❑ Gas Piping ❑ Footing &-Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: .� _� i - - .` -_ - .�' - - -� — .y _ — � _ — I _ I � f. �I � L � � 1 I I � I 1 — II .. � �� a INSPECTION REPORT ¢ti1N G r0 Permit No.: - Lot #: Q' Address: 3� - a Contractor: c.,/rr -��, ,SO Owner: ��, �� Spy"C- ZINC' 1 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. c�7'r� lC'✓ Inspector: �L,� Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ad Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation 0 Other: I/ :.93 INSPECTION REPORT ¢ti1N G?'O Permit No.: 6_�1f Lot#: �» Address: f c� 30&� - S Contractor: O Owner: Sti 117 9 I N S Date: /- ❑ APPROVAL ;, PARTIAL APPROVAL ❑ VIOLATION J 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 TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation Pleor❑ Shear Nailing ❑ Groundwork 9 Mechanical 15t ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: IL y r� Q INSPECTION REPORT ¢ti1N G ro Permit No.: Oq 4 mil— Lot #: 4' Address: ► 83�� .5z-y Pi B�-r�� Z Contractor: O Owner: S "IN�� Date: 3 -2-1 -ei, 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. Ist /Cor Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor oFraming %-"-TraA_ ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation 0 Other: API INSPECTION REPORT 4ylN G?'O Permit No. G Lot #: Q Address: Contractor: -�s, ,SO Owner: �I N C' 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. c✓r' Gt / v AL 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 ., t❑ Draina�e1_ insulation ❑ V Other: P 4 3 !�/ccr jj�sij'�^'rl�s .4 &7 1 1' II i • I ' f. I I� INSPECTION REPORT 4tiYN G?'O Permit No:: 7 ' �ad�Lot #: Address: S�: 44T Z Contractor: c? l qs, t0 Owner. SINCs Date: C ❑ 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. �U 3 oz 3v 7L� Inspector: �"� Date: CL TYPE OF INSPECTION REQUESTED ❑ Under-floor vl* ❑ Framing ❑ Gas Piping ❑ Footing Drywall, Nailing ❑ Consultation ❑ Foundation �Q°r ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: T 4 _ l - 1 � _ 1 — — — 41ok --e �,- INSPECTION REPORT 4tiZN G?'O Permit No.: nV -b L' 0 - Lot #: 4 Address: i?3 c,? S��rc,t �: aL/0 Contractor: �1 � ems, ,S0 Owner: S� L-,w �I j N 1Cs Date: 3-► 6 c la ❑ APPROVAL d`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. �21A r/Oar �� Inspector: Date: -16 70G TYPE OF INSPECTION REQUESTED ❑ Under-floor b-Framing�jI,'? -,�� Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage Insulation -zw® Fw0:L ❑ Other: Sal 2 w CZ.L i `� � � � 'ti M1�. v, ��► - ��. INSPECTION REPORT 4ti1N G rO Permit No:: ®V 6, kZ Lot#: Q' Address: 1 L4 P T Contractor: T� L� � O Owner: S ` 4�N /, S L "et— IN -YS GAS Date: 3 r 1 3—%,c- ❑ APPROVAL tt , 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 dd Framing Z:,d Fwa2 ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: '•� i. 1 l l � _ r � '.r /!%M INSPECTION REPORT ¢tiZN G?'0 Permit No.: � !;, 62--o 7- Lot#: F Address: ► U o S S11.1- fr 15 d Contractor: Owner: sin ��— �INC' Date: ,'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. � /c�[GO /J Gar►; / f0- r Inspector: Date: _7 ���/'06-1 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 WInsulation 3rLO -t,aoz ❑ Other: � 1� ���y �t I I 1 1 -I I � � ti L 7�I L. I ���= � FI _ -.^} � ,r. �0 I `NSPECTION REPORT ¢titN Gr0 Permit No.:C Vr6&�Oa Lot #: F' Address: 15 3 Q R" ^ Contractor: Owner: 5,//'/// "a1611C.- Cr-w«_ ZINC' 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. Inspector: Date: r TYPE OF INSPECTION REQUESTED ❑ Under-floor )ig Framing '3/WAS' ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: 5 � . � �. �. �. '-, r'[- . - '�., �� ,;, �. �. INSPECTION REPORT ti1N GTE Permit No-.: r�4_ ��� Lot #: 17 Address: Contractor: �O Owner: Date: ❑ APPROVAL ❑ PARTIAL APPROVAL A VIOLATION El 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�l hf /l 5 c�r � - v e Date: Inspector: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork �+ Mechanical 3 u�Lr ❑ Grid ❑ Struct. Slab ❑ Final ❑ Wood Stove ❑ Rough-in ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: • Y• 4` INSPECTION REPORT ii Permit Na.: ©W &7_0 2— Lot#: �Address: +6 3 f> Svc a $Contractor: 'ng-yOwner: Grp ., Scyj, 0r� Date: ❑ APPROVAL O—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. y❑- CALL 4355--0674 FOR RE-INSPECTION - 24 hour notice required. �T ��1� y-/may✓ ® � 71 Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing O.Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage Insulation ❑ Other: 3 v: INSPECTION REPORT ti1N G rO Permit No.: o Y (0207_ Lot#: Q Address: /93n A _-5wt % or Aa✓o Contractor: -7074-`! 4-01rt_. 93, ,SO Owner: SIN C' Date: ❑ APPROVAL P:�'ARTIAL 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. r7 nA— — Inspector: ` — Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor .0 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 - i_ N G rO Pefmit No.: ®'�1 - Lot#: Address: 185aS & -tG" tarZContractor: nll"v'%-- OOwner:INO� 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. - �cres, o ;or Cp/Jc� � /I�•t'/Ic c> � 1'' d �j/J Ea •f/or Cain�Gy'� Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor A Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: } �I INSPECTION REPORT ¢1,1N G?'O PeFmit No::®4''_6a� Q Lot#: Q Address: T��� — Contractor: / ciz 1611' �s, ,t4 Owner:_��r S�� .o PIING Date: l ''��-06 ❑ APPROVAL l 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. NI; ; C7/,/ Ae�-.Ty el: tr_ It Drav Inspector: �� Date: r TYPE OF INSPECTION REQUESTED ❑ Under-floor r ❑ Framing pal. ❑ Gas Piping ❑ Footing K DLDrywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: 1 . ` _ �/ f - INSPECTION REPORT jk 'IN Gr permitNa.: DV z.�2 Lot#: OAddress: i f3 3 o 0 Sn�k,7 P; 6�,�0 Contractor: A OOwner: -S7_7� Date: 1—i —ea(s 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. /51 Inspector: w Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation (Z-W'Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: .- ✓9 I 1 �' I � �l . , � � I I I I _ �,� � � - - 1 _ _■ �: — i�..�,''��..+mac.���'�.'�" '�!'"�5t� «�. ' '•ti 'INSPECTION R41 &RT7 iiGPermit No.:© T ofAddress:Contractor:Owner: Date: zc ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION CORRECTION REQUESTED '"Corrections listed below MUST BE MADE before work can be approved. `J Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. 79 Act ,y �•� ��.�-tv n d ct iON 74 -+ o` t -A �' Inspector: 42W Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation 0 Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: 5 .MI%L 1 I 1 I 1 ` ■ 1 z 1 - ■ L ■ 1 r 1 � 11 1 1 1 ■ , .� Ic 1 �. INSPECTION REPORT-_,, ¢ti1N G r O Permit No.: 0 tl (o 2-r� Lot #: Q"' Address: is `sa S Sri t T Contractor: 71a-�-, i-D ��, ,SO Owner: S �-�•+, s ; o SIN Date: f-af-c,(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. /V 1,42 L ' /4 L L ?0& cs" — cV L7 C,S Peer_ _5Ci-h_-yw L[� ,OAS eg s 5 "A5V4 Cc — Inspector: � � Date: '®9-04' . TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation d'Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: —y. i ♦i j � r — — .� � ��.�t. ��C�.�"L T •� ���y• i r ►��M� .`i��►�f�. �� is INSPECTION REP6*-r. ¢ti1N G TO Permit Nb.:C3 ��'"�, �� Lot#: Q' Address: Z Contractor: r' r ll Owner: � 41 N Date: 0APPROVAL ❑ 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 ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry Z7 ❑ Drainage ❑ Insulation 0 Other: _ Cci� s� lika� i� • � L i - �; - _ \_ � ` k r� I . �L Hr -, -L • 1� � ' -- T �_ � t �1 J L- �� � � 'J te-epw INSPECTION REPORT ii OPermit No.: ok 6�z Lot#: Address: 193o? �1�Contractor: �QOwner: STi���, s5L10,�C' Date: ❑ APPROVAL PARTIAL APPROVAL El 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 is Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: �w � � �. � - -- INSPECTION REPORT ii Permit No.:• ®v L,zc,z Lot #: Address: ! 6s3 S- S'_l�01 Contractor:4 Owner: 57L.L_. e O�� Date: ii-/9-�� ❑ 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 ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing F` `❑ Consultation ❑ Foundation Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: u — No —K Dcr ]SPECTION REPORT 4y1N G?'� Permit No.: 0 4 Lot#: Address: i 310 f5 s.M ice; e 13.-D Z Contractor: 'ram c.r-vz_ ;r N G.SO Owner: S� L-i �i Date: r I- y-CIS- 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. SL-NtrCS f nl.�u L..ti-ram a..1 �- TT-Fi r_�ci=7 tt-£✓> J!�Ce P 0y2-8 Inspector: S c.�br" Date: // - Y-os— TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid 0 Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation 0 Other: 1 ' 7L ■ mom ■ ZL L� ,■1 ■ ■ mmon 1 ■T ■ ME ■■ ■ 1 0 NONE MEN ■ ME ■ ■ ME ■ L &A ■ ■ _ mmm- ^0 ME J ��r S IL ■ .■ L 0 Lim d? I m m . . 1 1 1 .ti A 1 ■ a �s3 _INSPECTION REPORT ii PermitNo.:- ng b"z�z Lot #: Address: /113cib S,K ccw � r'Contractor: i14-4 "rzO Owner: S1"-1C'� Date: 'o Z5--oS ,&,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. 14 2z,1' �-- "zz� Inspector: v 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: 1 _. ti 1 L� _ i ): � �. 1� I rigs INSPECTION REPORT 1Oti1N GTO Permit No.:, r, ,v 3 z-m� Lot#: Q' Address: �R 4 o Y s�. �T Contractor: � 9s ,S4 Owner: Si-7 c.L-9 s z SIN Date: /o--/9 o sq 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 ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry a Drainage ❑ Insulation ❑ Other: Y ti INSPECTION REPORT i;IN T PermitNo.: D4 (o� Z_ Lot #: Address: i(f» 6 �M k IP7` 6L�0 Contractor: -rA--, "r z �Aj s Owner: T�.+_ +� Sew ,o a_ ',S Date: P�,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 a Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: _�J L4 iCC ti v i 1 _ i i� .ti - i � � ' .� - _� , r - r _ � ► i i e• � r _4 -� ���� � INSPECTION REPORT fV Permit No., Q y b i�c z- Lot #: Address: /F3 0& 6 ✓� Z Contractor: '=r ,z 9s ,SO Owner: 51 4INC' Date: ,*-APPROVAL PARTIAL APPROVAL 0 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. P j n t+er-► a ..� �✓LCS � �l�r�-T"��4-t� Inspector: Z.e Date: _ /0 . TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation 0 Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation 0 Other: �.- i - � �, - � � � ' �� �- r r� I ' Yt. •_ 1 INSPECTION REPORT ff ¢ti1N Gr0 Permit No, b Lot #: Q" Address: Contractor: ,S0 Owner: ;52// �i:rpm �I N G Date: /61 6 1,—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. t Inspector: ✓ Date: / ' -C%�— 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 -� -- - - -r...r�..o.-7�d..: �- �. V C 2sz) / INSPECTION REPORT ¢ti1N GTO Permit No.: 'f-60G�,4 Lot#: Address: f�3 Contractor: o Owner: IS �,'//� IN O Date: //o� ' + ' AAPPROVAL ❑ PARTIAL APPROVAL IJ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-067 OR RE-INSPECTION - 24 hour notice required. x 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 ❑ Draina e ❑ Insulation 0 Other: �Gd„Fr�jr/�h g 1f �ti o (� INSPECTION REPORT VN Gr OG bS6,? 4ti O Permit No.: Lot #: Q' Address; I FS 4 it,, P 7-13 o Contractor: o Owner: 4I N GAO 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. ec:-,,4 -*- / /kg/ ton,-a/. Inspector: Date: 6 AI_C:6 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 A- Final M 044 ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: r - - - F F � - =ray �L� �•� �� INSPECTION REPORT 2-Se 4l'IN G r0 Permit No.: a6 66 kA Lot #: Address: fn 3 c s Z Contractor: -rn,^ -�yz- O Owner: 5,-1 L----!% S rj11 Z- INC5v Date: 3 _13-Cto pA APPROVAL 11EY'sPARTIAL 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. 1uK/ccy Gh a is Inspector: Date: 13 — L 3"'c-4s TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork A Mechanical a ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation 0 Other: '4J � _ �_• � � _ _ I '��}� �Lr .� 5 �. o �� yy y �- - 5-� `INSPECTIONAM , -` REPORT 1;4 Permit No.: "6 5c ' LotAddress: / 030' S Contractor: ��x /or Owner: ' Date: ❑ APPROVAL PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Alto �z Inspector: Date: 3 / 7 `09 TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork Mechanical 3/elm'❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation 0 Other: _ ` r .� �`�� •,,� �' ., :, .r -. c t 7-`! C3F- ARL I IVG?"QtV CC3"S;-F RIJCT I "t,4 PE Ft I T" FEE RM I -T" "C3 _ 9ZI4--6 9_R(ZI2 Owner: STILLAGUAMISH SENIOR CENTER 18:308 SMOKEY POINT BLVD ARLINGTON 98 Value of Work: 2, 200, 000. 00 Tar: ID: 004725-000-008-05 Phone: 360 653 4551 Describe Work: 31 UNIT SENIOR APARTMENTS Proposed Use: SENIOR APARTMENTS Legal Description: Job Address: 18308 SMOKEY PT BLVD Contractor's Name Type Address License# TAYLOR CONSTRUCTION GEN 1751 DEXTER AVE N SETAYC:7.123BF TOTALS Fee Permit Fee $9, 940. 65 Plan Fee $6, 461. 4 3 Park Mitigation $46. $64. 00 50 State fee 6 . 5Q� Traffic Mitigation $3, 114. 00 SIGNATURE: TOTAL FEE. . . . . . . . . . . . . . . . . $65, 987. 58 I HEREBY CERTIFY THAT` I HAVE READ AND EXAMINED THIS APPLICATION AND PAYMENTS. . . . . . . . . . . . . . . . . . $6, 925. 00 KNOW THE SAME TO BE TRUE AND COR- R,. ALL PROVISIONS OF LAWS AND TOTAL DUE. . . . . . . . . . . . . . . . . $59, 062. 58 0[ L NANCES GOVERNING THIS TYPE OF N1 WIil� BE '�UN1III 4A LIED WITH WHETHER �C.IFII tl IN OR NOT. DATE RECEIPT # LDI F LIA � � 05- 1 , - U Vti l 1 i LIiI ! lslt•: fl ! 'r I i !' I . It J}1 f . I tee C !. 1 ♦1�. I r1 II' / ., ► :' I Jl� t l'IJLA►I lJ 'I rt l•1 i l l y ..►�. XI. J L3,{,ir?.1 • .1A A �s•lti1 Iw.'A L111Jtri 3 lur,:.t UE 'I«.l "I 'Of. . . . . . . . . . . . . . 1'1'%I:: t A'1 -��S��y I _, � }..►..���� it'll: • y � - ti l , �7 I J The WSDOT traffic impact mitigation fees are applied to intersections through which the project is anticipated to generate three or more peak hour trips in any single direction. WSDOT planned improvements include the construction of a loop ramp for the SR-531/I-5 interchange based on our review of the March 6, 2003 WSDOT TIP project list. The proportionate share fee contribution towards this TIP project will mitigate the proposed projects fair share traffic impacts at this location. The proposed Senior Center expansion is expected to add less than three trips through the SR 531/1-5 Interchange Project. Although WSDOT requires a traffic mitigation fee contribution of$83.45 per daily trip impacting this project, no mitigation offer is proposed since the development impacts this WSDOT project by less than three p.m. peak directional trips. Table 2 summarizes the proportionate share traffic mitigation fee required for the proposed development. Table 2 Traffic Mitigation Summary Trans ortation Projects FUnit Cost Trips Impacting p Project Project Fee City of Arlington Traffic Impact Fee Requirement $1,038/PM Peak 3 PM Peak $3,114.00 Snohomish County No Projects Impacted N/A N/A $0.00 WSDOT 172nd Street NE (SR 531) I/C with 1-5 $83.45/ADT < 3 PM Peak $0.00 Total $3.114.00 Thus, in accordance with the City of Arlington, Snohomish County, and WSDOT traffic impact analysis guidelines, the Stillaguamish Senior Center residential expansion development is obligated to contribute a total traffic mitigation fee of$3,114.00 for City, County, and WSDOT transportation improvement programs. We trust that this report and traffic analysis provides the City of Arlington and Snohomish County with adequate information to complete their review of traffic impacts and mitigation for the proposed Stillaguamish Senior Center expansion development. Stillaguamish Senior Center Development TIA Page 9 Traffic Impact Analysis 6/22/04 Perteet Engineering,Inc. ;. 1 C I TY OF= AFZL I tgC;TQP4 COhtST RUCT I COt4 PC RM I -I- "[-=: RM I T h1(7 - QD6 --6 £36 8 Owner: STILLAGUAMISH SENIOR CENTER 18308 SMOKEY POINT BLVD ARLINGTON 98 Value of Work: Tape ID: Phone: 360 653 4551 Describe Work: MECHANICAL Proposed Use: SEIIOR HOUSING Legal Description: Job Address: 18308 SMOKEY POINT BLVD Contractor's Name Type Address License# BELAIRE USA MEC 2172 DIVISION STREET BELAIHA963L8 P E R M I T F E E S Equipment and Fixtures Number Fee Total Charge ---------------------- - - - FURNACE/UNIT HEATER 6 $15. 00 $90. 00 AIR HANDLING UNIT 1 $11. 00 $11. 00 ' VENTILATION FANS 65 $7. 00 $455. 00 S U B T O T A L. . . . . . $556. 00 TOTALS Fee Equipment $556. 00 Mech Permit $24. 00 SIGNATURE: "w4—t- TOTAL FEE. . . . . . . . . . . . . . . . . $580. 00 I HEREBY t, RTTFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND PAYMENTS. . . . . . . . . . . . . . . . . . $0. 00 KNerW THE SAME TO BE TRUE AND COR- RE ALL PROVISIONS F LAWS AND TOTAL DUE. . . . . . . . . . . . . . . . . $580. 00 OR I ANCE ' GOVE ING THIS TYPE OF W K WIL LIE WITH WHETHER S C N R OT. DATE RECEIPT # I DING bAFIdIAV Q 1 is '� . I • ,��t I f ti ' � 1 I f I I 1 I 1 T i l '1 I 1 • i I I I 1 i 1 1 1 I 1 1 L 1 T I T I11 �111 •�� I I 1 I I 1 I 1• — oil 1 .lI I I` 1 I 1 1 II � •11 — R t }} I r I nG COMMERCIAL MELHANICAL PERMIT APPLICATION Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 •Phone(360)403 3431 • FAX(360)403 3447 THIS APPLICATION MUST BE ACCOMPANIED BY EIGHT(8)SETS OF CONSTRUCTION DRAWINGS,AND THREE (3)SETS OF WASHINGTON STATE ENERGY CODE APPLICATIONS. Type of Permit: ( ) Residential Apartment Commercial Project Address: — ' )t nt' �" ill Parcel ID#: Lot#: Subdivision- Project Desch tion Owner: N�p Address: C t � Contact Person:- , P ' � Cell Phone: 3W--30 J-"7 7�, �� Fax: 1 I✓a a.. a. Address: C9049' City lza?� 1— Please List Quantity of Fixtures Below: CLOTHES DRYER FURP FURNACE OVER 100K FLR F UNIT HTR1 APPL VENT/OTHER APPLI BOILER UP TO4-15 HP BOLIE 0 HP BOILER 51 HP AND UP AIR Al- R 10K CFM EVAL COOLER VENTII N SYSTEM VENT HOOD DOME: rOR ALL OTHER UNITS FREES- Contractor: L'C� Address: _ City: Zip Code Contractor's License Number: Expiration: �. I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- des i ed property will be in accordance with the laws,rules and regulation of the State of Washington. ZY le-'5 Applicants Signa r Date oe-el"? wy-Y�) a 1 Print Applicants Name ]Aid 31 &Jlu r, ��A. FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received WEB Forms-03 Page 1 of 1 5/05 dwa � b P _ F ti Si I� I I 1 1 _ I 1 °4^ COMMERCIAL MECor1ANICAL • l z PERMIT APPLICATION </ryG10 Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington, WA 98223•Phone(360)403 3431 •FAX(360)403 3447 THIS APPLICATION MUST BE ACCOMPANIED BY EIGHT(8)SETS OF CONSTRUCTION DRAWINGS, AND THREE (3)SETS OF WASHINGTON STATE ENERGY CODE APPLICATIONS. Type of Permit: ( ) Residential Apartment ril ommercial Project Address: ` 0 1 r f5"l / Parcel ID#: Lot#: Subdivision: Project Description, owner: Ct a It S k4JEMI� Phone Number: Address: l City: State: Zip Code: Contact Person:b2,Ec Phone Number: /�t���7 "�J� -) Cell Phone: 3 '-_�3Q5--7— 6CI Fax: ;�_�!!XJ'"7✓T ZJ.�� / E-mail: [� ��EL, � 1rL!L�_`�l�.C�,t�7►ti3 Address: r'2/'7 +l I J�C�I�I .� : City: tate: Zip Code: Please List Quantity of Fixtures Below: CLOTHES DRYER FURNACE UP TO 100K BTU GAS OUTLETS FURNACE OVER 100K FLR FURN INSTALL/RELOCATE SUSPENDED HTR/UNIT HTR1 APPL VENT/OTHER APPLIANCE REPAIR BOILER UP TO 3 HP BOILER UP TO4-15 HP BOLIER UP TO 16-30 HP BOILER UP TO 31-50 HP BOILER 51 HP AND UP AIR AHNDLING UP TO 10KCFM AIRHANDLING OVER 10KCFM EVAL COOLER jr,,S- VENTILATION FANS OTHER VENTILATION SYSTEM VENT HOOD DOMESTIC INCINERATOR COM/IND INCINERATOR ALL OTHER UNITS FREESTANDING STOVE FIREPLACE INSERT Contractor: %��� Ld� J� Phone Number: ��/+-7 ' Address: 1�� « J�5ynL Sf City: State: l� Zip Code: �Z9194�& Contractor's License Number: r 7 fT- / �`1+f`—�/ Expiration: I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- de 7d property will be in accordance with the laws,rules and regulation of the State of Washington. ()� /�'& C�ECEIVE k6 Applicants Signa r Date 61v�j lAN 3 Print Applicants Name /* 3 COA MERW CE NTE FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received WEB Forms-03 Page 1 of 1 5/05 dwa S11llAGUAMISy Stillaguamish Senior Center 18308 Smokey Point Blvd. Arlington,WA 98223 TEL.:(360)653-4551 FAX.:(360)659-1964 1 PURCHASE ORDER NO. 2005-0505-202-2 May 5, 2005 Stillaguamish Senior Center 18308 Smokey Point Blvd. Arlington, WA 98223 RE: Stillaguamish Gardens Building Permit No. 04-6202 $59,062.58 To be paid to the City of Arlington at the time the Stillaguamish Senior Center receives funding from either Snohomish County Home Funds or Washington State Housing Trust Funds, which ever comes first. Sincerely, i Jo Olson Executive Director Project: Date: Permit# 04- ` y A COMPLETED APPLICATION MUST CONTAIN THE FOLLOWING: Owner's name, Address, City, Zip, Phone # Architect's name, Address, Phone # (if over 4,000 square feet) [� Contractor's name, Address, City, Zip, Phone, License # Class of work Valuation of project Description of work [� Proposed use of building Plat name, Lot # and parcel tax ID # (found on property tax statement) Signed and dated Plan Review Fee RESIDENTIAL SINGLE FAMILY MULTI-FAMILY, COMMERCIAL & & DUPLEX INDUSTRIAL 5 copies of site plan including 8 copies of site plan-including vicinity storm drainage design i; ap 2 copies of Architectural drawing 8 copies of Structural & Architectural -drawings 2 copies of WSEC Energy 3 copies of WSEC Energy Calculations or City of Arlington Calculations or City of Arlington form form Copy of current contractor's .:copies of Structural Calculations license Copy of Land Use Permit These items must be submitted with the application. Failure to submit these items will result in having your application returned to you as incomplete. There are no exceptions unless approved by the Building Official. ALL PLANS MUST BE FOLDED ' - s' � -'l Y �^-.ICI .� •¢ 3 I+J a ';2' � t: fi'g Pill � I$� k4Y Rs4:1 I j It I a Ln I`I > 1• dIH �14i '=1 Na y 1 o IDijj' 13■ ' ' a • 'zi t!u I. i Ib I , I Q4� i..11oo�i Iln I A i I 0I.IA lu I ° i' ,. 6I I i n 1 ° I > f 1 I I I I i1 it I S a - - /$� pf- yI •1 _ _ $�#► P =a I nno ksmmc A =opa-9 o p g.= g % N I INN o�� �I� • ��� -_� � __ - �m _ -4 - ; Cp _ w • �. $ v - m _v I 1 RICE GROUP,Inc V. v�oro.rnxr >DI`r STIL_AGUAMSH GARC=NS I '� Q 't AWA`I.%ZN NONf2owc000RmoN $ �1 tpd STILLAGIIA_MISH SENIOR C,\T'_R z 18308 S:v'OK Y FOIN Bl.Vn ARJNGTI-%, 'DNA 98223 n — SNoHoVISH �-oJNr, IH j I' -- I (pgpre�pp.wwftwmlarR ra i^ - -- •- — � • 1 I l I I I t' _ ?a R C c n I ♦' � l _ 1� N JI i �- 0 0Z t?i Ir 9?i V ng -� = I i RICE GROJP_I-c 7..7�""um•.naw > 7 STI I AGUA.V SH GAR�E!,,S AwA`.MNGrON n'oN-PROFrccOfd'ORAnON � L STILLP.GU.4I\,1'.SH SENIOR J.= TER � �� 18308 SN101<_ �Y GiN 1 5 VF) Z'f � ARLINGTCN, WA 9822 SNOHOMISH COUNTY a � � Z. J C I i ' � 1 i A f` 0 i 4 ; t-7 z Y o 1, T c se 6 b d 11-Y [F4 �R1,1- RCUP•Inc IIl Nw f dRII f r!->I` STILLAGUAVIISH GARD-NS a 'ti� nwnve�raauoN-vzovrcccacrnnaa ,� � z r STLLAGUAMISy SE\,1OR c_N-ER 1 ���± 1 ,. a 8308 Siv10R`_Y POii l BL iD 1. ' ARUNGTCN, OVA 982%3 S IO',OV.ISH COUNTY � Y's o �n�Z •I I I H d i I I ` •a I �� I I Yb1 4a �•' ' I ' 11 v I\� 5'_. • I 1 I 0 31i I i I f Qd�lo � at Y° •a Qf 01� II 11 dm n f $• s i I — — o � I IhQRICE GROUP,Inc u. STILLAGUAV, SH SENIOP CENTER 18308 SbIG(EY ,O;NT 'BLVD 6 AR;_ G-ON, UVA 98223 '4 tia SNOH� NYIISH COUII\iT'( `gg y II I i� � Y I is 1 ✓,, I 1 s S44 I R � i Ijil DE1.1 r � � I 3 I s 2 r I 1 � ' D� I RICE GROUP,Inc ai °>=f S I IL,_AGUAN/ISH G,ARCENS A};� ! v �_F A WA4XNG10N NONMOPlf 000'OGStq! ++�}d STILLAGJAUISH SENIOR CENTER '8308 SIMOI1 EY POINT 3-VD I; AR_INGTON, 'WA 782-3 ! � ;a. > - �`I SNCHGU:SH C'GJi�ITY I ���� �� I � 1 City of Arlington Development Services Permit Center REQUEST FOR REVIEW NAME: BP #: 06- LplS4 K DATE: o�>I L9I (ti RETURN THIS FORM BY: 3 PROJECT SUMMARY: S 2nmr RESPONDING DEPARTMENTS TOM C., FIRE DAVE A. BUILDING KAREN L., UTILITIES KERRY W., BUILDING -3/-or, DERYL T., MARYSVILLE UTIL RECEIVED, SCOTT B., BUILDING BILL B., NATURAL RESOURCE YVONNE P., PLANNING GREGG E., ENGINEERING CO , BUILDING DEV CWA., CONSULTANT SHERRI PHELPS, BUS LIC 4c JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form. 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 PC C) COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT CI COMMENTS REVIEWED BY l DATE { aiTaias.•r�+c�C,y}'-.,,, sa`ta.,.1::urd f- a\:u:Ja -c-ice:"^..,- ��- .. 4Ail, ,a.•am»mn++:ns�. xR0 ..max•:7M+nr/.%:•rtM:.:nne:n. ... ...^+a•o�lu+p:nuw�!�•:lmv+nu.�t:m�- +Dlnzn:!fn.•• m.�mqulC+ba�00Rp+ '.' . i� 1 N H H It> 00 C a Lzy LTJrl � � _ � a No � 7� /> 1 j m O r /� VJ N H p [ y C7 px � � ; a y r z tt 00 m H p cn v, 000 4; z > pxo r^ a r o O H NtU z O z r °�0 I x � � c � o t:) n x x z It � y I > ,� z � cn �, z Wiz . z rrl ~ N QI H H a n n z -' � Oil y C7d Z= r x p z C 4 O r-i n na z �" V °o d a � o � d y � i �A TRW > It .•„ w Cl r z x . Sti Y m O Ci r) 0 r QJ z3 r 0 7J r tTj fn w 1 00 rD as nW00 rzm _ Z G� CJ) It O > n s C!) n s � n r { z N z 0 n (� O o y n x rD ►o H a o I z - ��` ' - DuBrYAImLHf kYIItOhwiYAUf Wi�QxUYQaAtG[•WflxmVvuw>»muu7n�hgWGWCNut�adme�&�oN.. .. nnvN(a:VWwi,+lmwAY�i0.uarfaui,Wu,'w.uw•u.�"u,yna�uazc Au.w..,P�Ynuu� I 1 I&EC=ALwR%JlTwA_1C=1,1111400,1111% Geiger Gossen Hamilton Campbell Engineers P.C. New York/Bellingham Date: 9/20/2004 Project Number: - 263817.00 To: Jim Davis Project: Stillaguamish Gardens Company: Minaker Architects 303 North Olympic Avenue File Topics: Transmittals -Out Arlington, WA 98223 copies by Copies To: ❑with enclosures: O without enclosures We are sending ❑ Shop Drawings ❑ Disk Sent by: ❑ Mail ® Express you herewith ❑ Prints ® Originals ❑ Messenger ❑ Hand deliver the following: ❑ Sepias ❑Xerox Copies ❑ Printer ❑ Pick-up Copies Dwa No. Date Description / Remarks: 1 SET 20 SEP 04 "FOR PERMIT ONLY" DRAWINGS, SEALED 1 SET 20 SEP 04 SEALED CALCULATIONS a• These are transmitted: Remarks: El for distribution El for your use AS REQUESTED, PDF'S OF DRAWINGS WILL BE EMAILED TO ® as requested YOU. ❑for review and comment ❑ reviewed PLEASE CALL IF YOU HAVE ANY QUESTIONS. ❑for the record ❑ after loan to us ❑ Other... Transmittal Signed / Dan Linkha 114 W. Magnolia Street Suite 505, Bellingham, WA 98225-4369 tel 360.734.7194 fax 360.734.7399 I .i �_ Geiger Gossen Hamilton Campbell Engineers P.C. New York/Bellingham 114 W. Magnolia Street Suite 505, Bellingham, WA 98225-4369 tel 360.734.7194 fax 360.734.7399 CALCULATION SET COVER SHEET PROJECT NAME: Stillaguamish Gardens GGHL PROJECT # 203817.00 PROJECT LOCATION: 18308 Smokey Pt. Blvd. DATE: 17 September 04 Arlington, WA 98223 CLIENT: Zervas Group Architects CLIENT PHONE: 360-734-4744 CLIENT CONTACT: Sharon Robinson CLIENT FAX: 360-733-2696 CLIENT ADDRESS: PO Box 5723 Bellingham, WA 98227 ALTERNATE CONTACT: Jim Davis, Minaker Architecture, (ph: 360-435-1113 fx: 360-435-2205) LOADS: WIND: 100 MPH(3-sec gust) EXPOSURE: C IMPORTANCE FACTOR:1.0 SEISMIC: Ss/S1 113.6/31.8 (%g) SYSTEM R: 6 IMPORTANCE FACTOR: 1.0 Seismic Design Category: D ROOF LIVE: 27 PSF (uniform snow, or 20 psf+ drifts per key plan) FLOOR LIVE: 40 PSF (residential) 100 PSF (corridors, common areas, stairs & landings) FOUNDATION BEARING PRESSURE: 150OPSF GOVERNING CODE FOR DESIGN: 2003 International Building Code STRUCTURAL CALCULATION INDEX SEAL PAGE REV ITEM 1 - COVER SHEET P AMA 2-3 - GENERAL CODE INFORMATION �S� cot 4-6 - WIND LOADS 7-10 - SEISMIC LOADS 2� 11-13 - FLOOR/ROOF LOADS 14-18 - FLOOR/ROOF FRAMING 19 - WOOD WALLS Fs 20-21 - FOUNDATIONS s�NAL ECG` 22-30 - GRAVITY POSTS/S.W. ENDPOSTS 31-36 - SHEARWALLS EXMU M/0 37 - DIAPHRAGMS 38-39 - MISC./CONNECTIONS calc cover v 2.3 7 Mar 99 Geiger Engineers JOB TITLE Stillaguamish Gardens 114 West Magnolia Suite 505 Bellingham,WA 98225 JOB N0. 203817.00 SHEET NO. p:360-734-7194 CALCULATED BY DDL DATE 6/30/04 f.360-734-7399 CHECKED BY DATE STRUCTURAL CALCULATIONS FOR Stillaguamish Gardens Arlington,WA r. 4 www.StruWare.com 1 Geiger Engineers JOB TITLE Stillaguamish Gardens 114 West Magnolia Suite 505 Bellingham,WA 98225 JOB NO. 203817.00 SHEET NO. p:360-734-7194 CALCULATED BY DDL DATE 6/30/04 f.360-734-7399 CHECKED BY DATE Code Search I. Code: International Building Code 2003 II. Occupancy: Occupancy Group= R Residential III. Type of Construction: Fire Rating: Roof= 1.0 hr Floor= 1.0 hr IV. Live Loads: Roof angle (0) 0.50/12 2.4 deg Roof 0 to 200 sf: 20 psf 200 to 600 sf: 24-0.02Area over 600 sf. 12 psf Floor 40 psf Stairs&Exitways 100 psf Balcony 60 psf Mechanical N/A Partitions 20 psf V. Wind Loads : ASCE 7- 02 Importance Factor 1.00 Wind speed 100 mph Directionality (Kd) 0.85 Mean Roof Ht (h) 30.0 ft Parapet ht above grd 32.5 ft Exposure C Enclosure Classif. Enclosed Building I Internal pressure +/-0.18 Building length(L) 160.0 ft Least width (B) 60.0 ft (Z Kh case 1 0.982 Kh case 2 0.982 TopW=hic Factor tKzt1 Topography Flat V(Z) X(Upwind) _ Hill Height (H) 0.0 ft H< 15ft;exp C +---- Half Hill Length(Lh) 0.0 ft Kzt=1.0 Actual H/Lh = 0.00 Use H/Lh = 0.00 3 Lh Modified Lh = 0.0 ft ` From top of crest:x= 0.0 ft Bldg up/down wind? downwind H/Lh= 0.00 K,= 0.000 ESCARPMENT ^�"r••••••'/ t ""-;V1 ^kUVYYIIVVIIIUj x/Lh=0.00 K,= 0.000 74— H/2 z/Lh= 0.00 K3= 1.000 LI, ' H/2 H At Mean Roof Ht: Kzt=(1+K,K,K,)^2= 1.00 2D RIDGE or 31)AXISYMMETRICAL HILL www.StruWare.com i Geiger Engineers JOB TITLE Stilla¢uamish Gardens 114 West Magnolia Suite 505 Bellingham,WA 98225 JOB No. 203817.00 SHEET No. p:360-734-7194 CALCULATED BY DDL DATE 6/3 0/0 4 f.360-734-7399 CHECKED BY DATE V. Wind Loads -cont.: Gust Effect Factor Flexible structure if natural frequency<1 Hz. However,rule of thumb is if hB<4 then rigid structure. hB=0.49 Therefore,probably rigid structure G= 0.85 Use rigid structure form l"rk Rigid Structure Flexible or Dynamically Sensitive Structure /s= 0.20 Building Natural Frequency (nj= 3.5 Hz 1= 500 ft Damping ratio(P)= 0.05 Z.in— 15 ft /b= 0.65 c= 0.20 /a= 0.15 PQ2 9V— 3.4 Vz= 86.8 Calculated/z= 18.0 ft ivy— 18.08 Use this/z: 18.0 ft = 0.022 L== 442.9 ft = 0.162 71= 5.635 Q= 0.90 KB= 0.083 rl= 11.457 1== 0.22 0.011 11= 88.850 G= 0.87 use G=0.85 gR = 4.481 R = 0.056 G = 0.875 Enclosure Classification Test for Enclosed Building: A building that does not qualify as open or partially enclosed. Test for Open Building: All walls are at least 80%open. Ao _ 0.8Ag Test for Partially Enclosed Building: Input Test An 0.0 sf Ao _ L l Aoi Ws Ag 0.0sf Ao>4'/0.01Ag NO Aoi 0.0 sf Aoi/Agi s 0.20 NO Building is NOT Partially Enclosed. Agi 0.0 sf Conditions to qualify as Partially Enclosed Building. Must satisfy all of the following: Ao>=1.IAoi 1. Ao> smaller of Tor 0.01 Ag Aoi/Agi<= 0.20 Where: Ao=the total area of openings in a wall that receives positive external pressure. Ag=the gross area of that wall in which Ao is identified. Aoi=the sum of the areas of openings in the building envelope(walls and roof)not including An. Agi=the sum of the gross surface areas of the building envelope(walls and roof)not including Ag. Reduction Factor for large volume partially enclosed buildings (Ri): If the partially enclosed building contains a single room that is unpartitioned,the internal pressure coefficient may be multiplied by the reduction factor Ri. Total area of all wall&roof openings (Aog): 0 sf Unpartitioned internal volume (Vi): 0 cf Ri= 1.00 1 I 1 i Geiger Engineers JOB TITLE Stillaguamish Gardens 114 West Magnolia Suite 505 Bellingham,WA 98225 JOB NO. 203817.00 SHEET NO. p:360-734-7194 CALCULATED BY DDL DATE 6/30/04 f:360-734-7399 CHECKED BY DATE V. Wind Loads - MWFRS hs60' (Low-rise Buildings) Enclosed/partially enclosed only s s or 2sM 3 Torsional loads are 2 isnegtive 2 25%of zones 1 -4. AMPI E6 See code for loading 4E diagram D)pFC III]6T ?I 1E �WBrDffitFC7mmT YpFbTIDCIILAI F'hR,r L IO v Transverse Direction Longitudinal Direction Kz=Kh= 0.98 (case 1) Edge Strip (a) 6.1 ft Base pressure(qh)= 21.4 psf End Zone (2a) 12.2 ft GCpi= +/-0.18 Zone 2 length = 30.5 ft Transverse Direction Longitudinal Direction Perpendicular 6=2.4 deg Parallel 9=Odeg Surface GCpf w/-GCoi w/+GCpi GCpf w/-GCvi w/+GCni 1 0.40 0.58 0.22 0.40 0.58 0.22 2 -0.69 -0.51 -0.87 -0.69 -0.51 -0.87 3 -0.37 -0.19 -0.55 -0.37 -0.19 -0.55 4 -0.29 -0.11 -0.47 -0.29 -0.11 -0.47 5 -0.45 -0.27 -0.63 -0.45 -0.27 -0.63 6 -0.45 -0.27 -0.63 -0.45 -0.27 -0.63 1 E 0.61 0.79 0.43 0.61 0.79 0.43 2E -1.07 -0.89 -1.25 -1.07 -0.89 -1.25 3E -0.53 -0.35 -0.71 -0.53 -0.35 -0.71 4E -0.43 -0.25 -0.61 -0.43 -0.25 -0.61 Wind Surface pressures(psf)- use 10 psf minimum for zones 1 plus 4 and 5 plus 6 1 - 12.4 4.7 12.4 4.7 2 -10.9 -18.6 -10.9 -18.6 3 -4.1 -11.8 -4.1 -11.8 4 _ -2.4 -10.0 -2.4 -10.0 5 -5.8 -13.5 -5.8 -13.5 6 -5.8 -13.5 -5.8 -13.5 1E 16.9 9.2 16.9 9.2 2E / -19.0 -26.7 -19.0 -26.7 3E (\ -7.5 -15.2 -7.5 -15.2 4E - -5.3 -13.0 -5.3 -13.0 o NDDWARD wtr�wAAaAooF MWFRS Simple Diaphragm Pressures(usf) 11 i 1 11 ! ! if SgWAAD AOOF Transverse direction(normal to L) FICA, Interior Zone: Wall 14.7 psf Roof -6.8 psf End Zone: Wall 22.2 psf Roof -11.5 psf Longitudinal direction(parallel to L) TRANSVERSE ELEVATION Interior Zone: Wall 14.7 psf W7MWAADAOOF End Zone: Wall 22.2 psf ! ! ! ! t ! !ri i I IF VER AL Windward roof overhangs: 14.5 psf (upward)add to windward roof pressure 7rwF?i Parapet Windward parapet: 39.1 psf (GCpn=+1.8) Leeward parapet: -23.9 psf (GCpn=-1.1) LONGITUDINAL ELEVATION i i ' Geiger Engineers JOB TITLE Stillaguamish Gardens 114 West Magnolia Suite 505 Bellingham,WA 98225 JOB N0. 203817.00 SHEET NO. p:360-734-7194 CALCULATED BY DDL DATE 6/30/04 f.360-734-7399 CHECKED BY DATE V. Wind Loads-Components &Cladding: Low-rise Buildings (hs60')&Alternate design 60'<h<90' Kz=Kh(case 1)= 0.98 GCpi= +/-0.18 NOTE:If tributary area is greater than Base pressure(qh)= 21.4 psf a= 6.1 ft 700sf,MWFRS pressure may be used. Minimum parapet height at building perimeter= 2.5 ft Roof Angle= 2.4 deg Type of roof=Monoslope Roof GC +/-GC pi Surface Pressure(psi) Use in ut Area 10 sf 50 sf 1 100 sf 10 sf 50 sf 1 100 sf 20 sf 70 sf Negative Zone 1 -1.18 -1.11 -1.08 -25 psf -24 ps -23 psf -25 ps -23 ps Negative Zone 2 -1.98 -1.49 -1.28 -42 psf -32 ps -27 psi -38 ps -30 psf Negative Zone 3 -2.98 -1.79 -1.28 -64 ps -38 ps -27 psi -53 ps -33 psf Positive All Zonesl 0.48 0.41 0.38 10 psf 10 psf 10 psf 10 psf 10 ps Overhang Zone 1&2 -1.88 -1.81 -1.78 -40 ps -39 psf -38 psf 40 psf -38 ps Overhang Zone 3 -2.98 -1.58 -0.98 -64 ps -34 psf -21 psf -51 nsf -28 ps Walls GCn+/-GCpi Surface Pressure s Use input Area 10 sf 100 sf 500 sf 10 sf 100 sf 500 sf 50 sf 200 sf Negative Zone 4 -1.17 -1.01 -0.90 -25.0 ps -21.6 ps -19.2 psf -22.6 ps -20.6 psf Negative Zone 5 -1.44 -1.12 -0.90 -30.8 psf -24.0 ps -19.2 psf -26.0 ps -21.9 psf Positive Zone 4&5 1.08 0.92 0.81 23.1 sf 19.7 ps 17.3 psf 20.7 ps 18.7 psf Note:GCp reduced by 10%due to rood'angle<=10 deg. Parapet qp= 21.7 psf Solid Parapet Pressure 10 sf 100 sf 500 sf CASE A: Interior zone: 58.7 psf 40.0 psf 37.6 psf CASE A=pressure towards building Corner zone: 80.4 nsf 40.0 sf 37.6 psf CASE B=pressure away from building CASE B: Interior zone: -41.1 psf -34.2 ps -29.3 psf Comer zone: -47.0 psf -36.6 psf -29.3 nsf a a 2a 2a aF 3 -U I I I I la I O O 10 I (D 110 s I I I 5 4 4 a I I I I-----�L 5 s Q) WALL a 9 s 7 degrees and Monoslope roofs Monoslope:5 3 degrees 3°<6 s 10Y 2a a a a s a a a s a a F- -- a a +- I--I--4- a --- I I I I I I " 0 i <D i� I O 0 ` 1 <D 10 0 < 001 (D 0 --4 I I I I I I I cc I I I I I 2 Z- -� c.. Monoslope roofs 10'<9 s 30' 0> 7 degrees 0> 7 degrees i I Geiger Engineers JOB TITLE Stillaguamish Gardens 114 West Magnolia Suite 505 Bellingham,WA 98225 JOB NO. 203817.00 SHEET NO. �7 p:360-734-7194 CALCULATED BY DDL DATE 6/30/04 f:360-734-7399 CHECKED BY DATE VI. Seismic Loads: Seismic Use Group Importance Factor(Ie) 1.00 Site Class D Ss(0.2 sec)= 113.57%g Zip Code Search for Ss&S 1: S1(1.0 sec)= 31.79%g httr:l[sahannars u<ssssLi.tml/ziucrsic.htail Fa= 1.046 Sms= 1.188 Sds= 0.792 Design Category= D Fv= 1.764 Sml= 0.561 Sill= 0.374 Design Category= D Seismic Design Category= D Number of Stories: 3 Structure Type: Light Frame Plan Structural Irregularities: 2)Reentrant Corners Vertical Structural Irregularities: No vertical Irregularity Flexible Diaphrams: Yes Building System: Bearing Wall Systems Seismic resisting system: Light frame walls with shear panels-wood structural panels/sheet steel panels System Building Height Limit: 65 ft Actual Building Height(hn)=30.0 R See ASCE7 Section 9.5.2.2.4&5 for exceptions and other system limitations DESIGN COEFFICIENTS AND FACTORS_ Response Modification Factor(R)= 6 System Over-Strength Factor(12o)= 2.5 Sds= 0.792 Deflection Amplification Factor(Cd)= 4 Sill=0.374 Code Reference Section for Detailing: 2306.4.1/2211 PERDIITTED ANALYTICAL PROCEDURES Index Force Analysis(Seismic Category A only) Method Not Permitted Simplified Analysis - Permitted Design Base Shear V=1.2SdsW/R= 0.158W Equivalent Lateral-Force Analysis - Permitted Building period coef. (Cr)= 0.020 Approx fundamental period(Ta)= CTh.'= 0.256 x=0.75 Seismic response coef.(Cs)= SdsIe/R= 0.132 need not exceed Cs= Sd Ile/RTa= 0.243 but not less than Cs= =0.044Sdsle 0.035 USE Cs= 0.132 Design Base Shear V= 0.132W Model,Linear&Nonlinear Response Analysis Permitted(see code for procedure) PROJECT, Geiger Gossen Hamilton Liao Engineers P.C. PROJECT# 3 I TLCO PAGE 5 of 114 West Magnolia Street, Suite 505 n Bellingham,Washington 98225 By lJ ll DATE ��M!4-1 (360)734-7194 FAX(360)734-7399 SUBJECT Sr !/V Nn M Fp--� ( 9AV) '5�StA3L Lo AD 5 fL4QF DL vV/ -,�t-dP-Y t T ;nA9,1 JT imS 17+ ,�L FAT, w,q-t,L DL w/ N,)oi 0,cb(15PsF) -1-0a( Pam)= L� j4 x 0A T �T - w wtrl 1, x w 7 = w TL W "CF �3�a3 x3o = Z51,�{c I N CS�o q'� X = 710 k S 1 , k " 5 x iQ` _ 17,ok ' Q 33 Aso = ` 9�- x � I 'DOwH� v5� w/ TILT LqA'D 'jvg� -ioNS ') �POSU WIND c�F (�AT5JDE— _ �6Q �,�) = � � s� a,r,,%� �`� wiND MwH25 l9 > ((�X64)(I(-I P5f) _ ,7 < I F6ovi S.JS�1 L 5 i GEIGER ENGINEERS Project Name Stilly Gardens Geiger Gossen Hamilton Liao Engineers PC Page of Project No. 203817.00 114 W. Magnolia Street Suite 505 Calculated By DDL Date 8/24/04 Bellingham, WA 98225 Subject: VERTICAL SEISMIC LOAD DISTRIBUTION Ph 360 734 7194 Fx 360 734 7399 Equivalent Lateral Force Method - Vertical Seismic Load Distribution Designed in accordance with with ASCE 7 Section 9.5 SDs= 0.792 per ASCE 7 Section 9.4.1.2.5 SDI = 0.374 per ASCE 7 9.4.1.2.5 SI = 0.318 per ASCE 7 9.4.1 R = 6 per IBC 2003 1617.6.2 1 = 1 per ASCE 7 Section 9.1.4 Seismic Design Category: A, B, C, or D Structure Type: All Other Structural Systems hn = 30.0 Height(ft) above the base to the highest level of the structure N = 3 Number of stories Ct = 0.020 x = 0.75 Ta = 0.256 (Alternatively, see ASCE 7 Eq. 9.5.5.3.2-2) CS = 0.132 W = 1342.2 kips V = 177.2 kips k = 1 .000Q Level Story Wt (kip) Story Ht (ft) C. F. (kip) EFX (kip) l�- ROOF 329.8 30.0 0.394 69.9 69.9 Lf 9, FLOOR 3 506.2 20.0 0.404 71 .5 141 .4 Jul,() FLOOR 2 506.2 10.0 0.202 35.8 177.2 D66 EWt = 1342.2 OK Forces for Diaphragm Desi n ASCE 7 9.5.2.6.4.4 Level Story Wt (kip) Fp. (kips) .�,� HOOF 329.8 69.9 g FLOOR 3 506.2 85.6 FLOOR 2 506.2 80.2 57. i `N G`N`V-GjJ'V"IM W PROJECT Geiger Gossen Hamilton Liao Engineers P.C. eJ FT QO PAGE 114 West Magnolia Street, Suite 505 PROJECT d-A��b / OF _ Bellingham,Washington 98225 By � DATE t+"C9 (360)734-7194 FAX(360)734-7399 SUBJECT�1`irA w—jo A"S c _ A 3 C F i _ 2 - _ F _ SJwG C9 A DSO C 9AJ TID I • (�U N a q-�►(�' Fla fZ p�Y o5SEJLVATIcjN) APWT NEIIIY LLD Q) _U/�9'(�t� cN 6PJD (4-0w s Lo ro \,j I M)I(-77 '--iz 7At,'-j I"i 0 0. C"-a J Ctl5� 43D3 -Pr75U/vkE RJ60 DIAPH A-vAS DUF -A SP A - Pu--_ , ors Cf -A'C _ 1�1�.��N�1.C,S IAf(- A0ik3& k CI f-Y Sr- O-OC60- VIP S3`6 3 = 4,o o-3 1: K/sue -- I? D1/a.QNP--�Gr� UAM NMI-CUMULATIVE) 3 6I1 (- k/j3$3 = 01, 0073 K/�r �S-�( DUB Lw ``� S7l3 k-/P03 = 0.004Y !'-/�r- --F� gjAj�f je i i Geiger Engineers JOB TITLE Stillaguamish Gardens 114 West Magnolia Suite 505 Bellingham,WA 98225 JOB NO.203817.00 SHEET NO. p:360-734-7194 CALCULATED BY DDL DATE 6/30/04 f 360-734-7399 CHECKED BY DATE VII. Snow Loads-Flat. Gable&Hip Roofs Only Roof slope = 2.4 deg Horiz.eave to ridge dist(W)= 30.5 ft Roof length parallel to ridge(L)= 141.3 ft Type of Roof Monoslope Ground Snow Load Pg = 20.0 psf Importance Category = II Importance Factor I = 1.0 Thermal Factor Ct = 1.00 Exposure Factor Ce = 1.0 Exposure Factor. Ce Pf=0.7*Ce*Ct*I*Pg = 14.0psf Exposure of roof Pf min = 20.0 psf Terrain Fullv Partiallv Sheltered A n/a 1.1 1.3 Flat Roof Snow Load Pf= 20.0 psf B 0.9 1.0 1.2 Rain on Snow Surcharge = 0.0 psf C 0.9 1.0 1.1 Unobstructed Slippery D 0.8 0.9 1.0 - Surface(per Section 7.4) _ - no Above treeline 0.7 0.8 n/a Sloped-roof Factor Cs = 1.00 Alaska-no trees 0.7 0.8 n/a Design Roof Snow load 100 psf ("balanced"snow load) USA ,-�7 PSF NOTE:Alternate spans of continuous beams and other areas shall be loaded with half , 1 A 1`�p ,�;� l (n -f ) n (� the design roof snow load so as to produce the greatest possible effect-see code. U I V I l� �J�/ aA- L9'l�lJ P� V -LIN6T6� DuL 'A.61F) Leeward Snow Drifts-from adjacent higher roof Upper roof length lu = 0.0 ft Projection height h = 0.0 ft LU Building separation s = 0.0 ft / Surcharge Load Adjacent structure factor 1.00 Snow density y = 16.6 pcf /Due to Drilling Balanced snow height hb = 1.20 ft h h hd e / Jh4 hc/hb = -1.0 Therefore, no drift 20 ft Balanced Snow Load Drift height hd = 0.00 ft I Drift width w = -9.64 ft Surcharge load: pd=y*hd= 0.0 psf Windward Snow Drifts-Against walls.parapets.etc more than 15'long Building roof length lu = 141.0 ft Projection height h = 2.5 ft Snow density y = 16.6 pcf Balanced snow height hb = 1.20 ft hc = 1.30 ft hc/hb = 1.1 Therefore, design for drift Drift height hd = 1.30 ft Drift width w = 10.36 ft Surcharge load: pd=y*hd= 21.5 psf Geiger Engineers JOB TITLE Stillaguamish Gardens 114 West Magnolia Suite 505 Bellingham,WA 98225 JOB NO. 203817.00 SHEET NO. p:360-734-7194 CALCULATED BY DDL DATE 6/30/04 E 360-734-7399 CHECKED BY DATE Roof Design Loads Items IDescriotion Multiule I psf max sf min Roofing 5 ply composite,no gravel 2.5 2.0 Deck 3/4"plywood/OSB 2.7 2.3 Framing Wood Trusses @ 24" 3.0 2.5 Insulation Rigid insulation,per 1" x 2.0" 3.0 1.5 Ceiling 1/2"gypsum board x 1 ply(s) 2.2 2.0 Sprinklers Sprinklers 2.0 1.5 Mech&Elec Mech.&Elec. 2.0 0.0 Misc. Misc. 1 0.5 0.0 Actual Dead Load 0 17.9 0 11.8 Use this DL instead 0 20.0 0 10.0 Live Load 20.0 0.0 Snow Load 20.0 0.0 Wind(zone 2- 100sfl 10.0 -27.4 ASD Loading Dead+Live Load 40.0 - Dead+0.75(Wind+Live)Load 42.5 - 0.6*Dead+Wind Load - -21.4 LRFD Loading 1.21)+1.6 Lr +0.8W 64.0 - 1.2D+ 1.6W+0.5Lr 50.0 - 0.9D+ 1.6 W - 1 -34.8 Roof Live Load Reduction Roof angle 0.50/12 2.4 deg 0 to 200 sf: 20.0 psf 200 to 600 sf: 24-0.02Area over 600 sf 12.0 psf 300.0 sf 18.0 psf 400.0 sf 16.0 psf 500.0 sf 14.0 psf User Input: 450.0 sf 15.0 psf i Geiger Engineers JOB TITLE Stillaguamish Gardens 114 West Magnolia Suite 505 Bellingham,WA 98225 JOB NO. 203817.00 SHEET NO. p:360-734-7194 CALCULATED BY DDL DATE 6/30/04 f:360-734-7399 CHECKED BY DATE Floor Design Loads Items jDescrWtion Multiple Ipsf(max! psf(min) Flooring Carpet&pad 1.0 1.0 Topping Concrete lightwt per 1" x 1.50" 15.0 12.8 Deck/Sub-floor 3/4"plywood/OSB 2.7 2.3 Framing TJI @ 24" @16"oc. 1.5 T _ l Other None x 0.75 0.0 0.0 Ceiling 1/2"gypsum board x 2 ply(s) 4.4 4.0 Sprinklers Sprinklers 2.0 0.0 Mech&Elec Mech.&Elec. 2.0 0.0 Partitions Partitions 20.0 0.0 Misc. Misc. 0.5 0.0 Actual Dead Load 49.1 U Use this DL instead 0350.0 * 3f 7� Live Load 40.0 Total Load 90.0 35.0 FLOOR LIVE LOAD REDUC ION Not allowed for assembly occupancy or LL>100psf or passenger car garages, except may reduce columns 20%if 2 or more floors&non-assembly IBC&ASCE 7 JBC alternate procedure Smallest of: L=Lo(0.25+15/KLLAT) R=.08°/"(SF-150) Unreduced design live load: Lo= 40 psf R=23.1(1+D/L)= 52.0% R=40%beams;60%columns Floor member Ku= 1 Tributary Area AT= 300 sf R= 12.0% Reduced live load: L= 40.0 psf Reduced live load: L= 35.2 psf Columns(2 or more floors) KLL= 4 Tributary Area AT= 500 sf R= 28.0% Reduced live load: L= 23.4 psf Reduced live load: L= 28.8 psf i ���J���� TYPICAL 20"FLOOR JOIST v> ,In wr Bunnemr� R TJ•Beam(TM)6.10 Serial Number:7003016118 20 TJ I 16- O/C UserPagel Engine Vers04 ion: 1:16AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Verslan:1.10.3 CONTROLS FOR THE APPLICATION AND LOADS LISTED F__ a a S 27'6" - Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Office Bldgs-Offices(psf):40.0 Live at 100%duration,30.0 Dead,20.0 Partition SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 5.50" 4.25" 733/917/0/1650 End,Rim 1 Ply 1 1/4"x 20'1.3E TimberStrand®LSL 2 Stud wall 5.50" 4.25" 733/917/0/1650 End, Rim 1 Ply 1 1/4'x 20'1.3E TimberStrand®LSL -Web stiffeners are required at support(s): 1,2. See TJI JOIST INSTALLATION INFORMATION for nailing requirements. DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 1605 -1595 2740 Passed(58%) Rt.end Span 1 under Floor loading Vertical Reaction (Ibs) 1605 1605 2740 Passed(59%) Bearing 2 under Floor loading Moment(Ft-Lbs) 10733 10733 11540 Passed(93%) MID Span 1 under Floor loading ' Load Defl(in) 0.389 0.535 Passed(L,/825) MID Span 1 under Floor loading d Load Defl(in) 0.875 1.337 Passed(LJ367) MID Span 1 under Floor loading 1JPro 42 40 Passed Span -Deflection Criteria:STANDARD(LL:L/600,TL•LJ240). -TJ maximum bearing length controls reaction capacity. Limits: End supports, 3 1/2". Intermediate supports, 5 1/4". -Deflection analysis is based on composite action with single layer of 23/32"Panels(24"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom) must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 23/32"Panels(24'Span Rating)decking with a poured flooring overlay. The controlling span is supported by walls. Additional considerations for this rating include:Ceiling- 5/8'Direct Applied Gypsum Ceiling, Pour Flooring Overlay,Perpendicular Partitions. A structural analysis of the deck has not been performed by the program. Comparison Value:2.28 ADDITIONAL NOTES: -IMPORTANT! The analysis 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 application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier 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 IBC analyzing the TJ Custom product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: 203817.00 STIL.LAGUAMISH GARDENS Copyright o 2003 by Trus Joist, a Weyerhaeuser Business TJIm and TJ-Beam® are registered trademarks of True Joist. e-I Joist-,Pro' and TJ-Pro" are trademarks of True Joist. l� U TYPICAL 20"FLOOR JOIST dq TJ•Beam(fM)6.10 Semi"�;��'� o�6°uu a 20" TJI@/L65 @ 16" o/c User.2 7/16/2004 11:11:16 AM Paget Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED A Group: Primary Load Group 26' 9.00" Max. Vertical Reaction Total (lbs) 1650 1650 Max. Vertical Reaction Live (lbs) 733 733 Selected Bearing Length (in) 4.25(W) 4.25(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 0.90 , 1.0 Dead Design Shear (lbs) 886 -886 Max Shear (lbs) 892 -892 Member Reaction (lbs) 892 892 Support Reaction (lbs) 917 917 Moment (Ft-Lbs) 5963 Loading on all spans, LDF = 1.00 1.0 Dead + 1.0 Floor Design Shear (lbs) 1595 -1595 Max Shear (lbs) 1605 -1605 Member Reaction (lbs) 1605 1605 Support Reaction (lbs) 1650 1650 Moment (Ft-Lbs) 10733 Live Deflection (in) 0.389 Total Deflection (in) 0.875 PROJECT INFORMATION: OPERATOR INFORMATION: 203817.00 STILLAGUAMISH GARDENS copyright O 20GJ by True Joist, a Weyerhaeuser Business TJI® and TJ-Bewn* are registered trademarks of True Joist. a-I Joist',Pro' and TJ-Pro' are trademarks of Trus Joist. i /' TJ-BeamA 6.15 Se ial Number / o 14"(brg)-27 J L Open Web Truss @ 24" o/c t PageUser.I Engine Version: sion:35 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:1.15.33 CONTROLS FOR THE APPLICATION AND LOADS LISTED ATOP Chord Slope:.5l`12 F__ - I Film 0 d 27' All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Roof(psf):27.0 Live at 125%duration,20.0 Dead SUPPORTS: Input Vertical Reactions(Ibs) Detail Other Width Live/Dead/Uplift/Total 1 Stud wall 5.50" 729/540/0/1269 Bottom Chord Clip Steel X-Bracing 2 Stud wall 5.50" 729/540/0/1269 Wall 2x_Blocking -Left Support:Bottom-All,Approx.clip height:0,Approx.clip width:6 1/2",Allowed choice(s):BOTTOM (U-CLIP) -Right Support:Top-All,Approx.clip height: 1 5/8",Approx.clip width:7 3/16",Allowed choice(s):TOP(NO-NOTCH),TOP(U-CLIP) DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 1238 1238 1869 Passed(66%) Lt.end Span 1 under Roof loading Moment(Ft-Lbs) 8222 7790 14475 Passed(54%) MID Span 1 under Roof loading )Load Defl(in) 0.342 1.317 Passed(L/924) MID Span 1 under Roof loading —al Load Defl (in) 0.595 1.756 Passed(L/531) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LLLJ240,TL•L/180). -Allowable moment was increased for repetitive member usage. -Bracing(Lu):All compression edges(top and bottom)must be braced at 7'1"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis 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 application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier 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 Building Code IBC analyzing the TJ Custom product listed above. -The open web truss analysis presented is approximate. All open web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specified loads. Do not use this analysis to verify the capacity of existing trusses. -Bearing panel=2'5 1/8",half panel=1'3 1/8" -Pricing Load(plf)=94 PROJECT INFORMATION: OPERATOR INFORMATION: Stilly Gardens John King 203817.00 Geiger Engineers 114 W Magnolia Street Ste 505 Bellingham,WA 98225 Phone: (360)734 7194 Fax : (360)734-7399 jack@geigerengineers.com Copyright 0 2004 by True Joist, a Weyerhaeuser Business TJMS is a registered trademark of True Joist. TJH-,TJL',TJLM',TJLX-,TJS' and TJW' are trademarks of True Joist. i r tonTypical Roof Joist @ 24"o.c. 7/ 4r~T.LBearrr]D 6.15 Serial Number.7004012052 14"(brg)-27 3/16 (brg) TJL Open Web Truss @ 24" o/c Uaer.2 Engln Vers04 l 2:35PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version:1.15.33 CONTROLS FOR THE APPLICATION AND LOADS LISTED Luad Group: Primary Load Group 26' 4.00" Max. Vertical Reaction Total (lbs) 1269 1269 Max. Vertical Reaction Live (lbs) 729 729 Assumed Bearing Length (in) 2.75 1.75 Max. Unbraced Length (in) 85 Loading on all spans, LDF = 0.90 , 1.0 Dead Max Shear (lbs) 527 -527 Member Reaction (lbs) 527 527 Support Reaction (lbs) 540 540 Moment (Ft-Lbs) 3470 Loading on all spans, LDF = 1.25 1.0 Dead + 1.0 Floor + 1.0 Roof Max Shear (lbs) 1238 -1238 Member Reaction (lbs) 1238 1238 Support Reaction (lbs) 1269 1269 Moment (Ft-Lbs) 8151 Live Deflection (in) 0.342 Total Deflection (in) 0.595 PROJECT INFORMATION: OPERATOR INFORMATION: Stilly Gardens John King 203817.00 Geiger Engineers 114 W Magnolia Street Ste 505 Bellingham,WA 98225 Phone:(360)734 7194 Fax : (360)734-7399 jack@geigerengineers.com Copyright o 2004 by True Joist, a Weyerhaeuser Business TJM�is a registered trademark of Trus Joist. TJN^,TJL-,TJLM-,TJL%-,TJS- and TJW- are trademarks of True Joist. i I G_l_u_C_t'_Ad—Ift_ I/ I Irt"R%r- PROJECT Geiger Gossen Hamilton Campbell Engineers P.C. ``�q PROJECT# d�i'3 1'7,0 o PAGE � OF 114 West Magnolia Street, Suite 505 n Bellingham,Washington 98225 By !l DATE (360)734-7194 FAX(360)734-7399 SUBJECT t'IA^JTAT�T ` L- o • -F. e- 4RRapay, 14WE9, bF4,/AS 60 ai w -7'('3(1 (kQ-f L- 16 +:D 7) 0 7-S kjZF �� L�SL ��SE 5,�x�•��-� �S-a-�x�r,'�s� �� SIB . e� �dru �u��s� ��ALLY `.G`�`�- PROJECT Q Geiger Gossen Hamilton Liao Engineers P.C. PROJECT# D43 517' PAGE d/ OF 114 West Magnolia Street, Suite 505 Bellingham, Washington 98225 By DDI- DATE 7 7' (360)734-7194 FAX(360)734-7399 SUBJECT V� �(5 ps>)(9�j$ ) .yatixl75 TAP un W�'l,( ri KID' /� �k" 3 a.6-3 �i,`�7 , 06S HFV-a-(i)D466 43 5,�5 �' 6� �iFa Cy) �6 a,�4� 4 13.5 TIP v I DTN T7 P I Ciil_ E>�j EYJ63 Fv) e1Z UJP'�t. ?.i 5" F� WW =35-1 VDY W I o-F- DS P�M-C9L,, � in►Di�'�S (�,u�IrJG C�v�1S ��P-�S�I 1 `n vGdjr."Am%r' PROJECT Geiger Gossen Hamilton Campbell Engineers P.C. j�l 114 West Magnolia Street, Suite 505 PROJECT# M PAGE -i' of Bellingham,Washington 98225 BY D.VV DATE (360)734-7194 mn U FAX(360)734-7399 SUBJECT JV 'N I lUy J o >�-- 7 tvc� (0) FAQ CIK- (ice a,< 5(cc,`o� = C, T£g T-0 �#Ql9a` �►� D PoS��X�1S VIT-aF 3'SSW rZ)7146JZ—<J 2E aF— F.a TT 1 —ITTTil UP, ALqAJG W/ I 1�11 OCEA ED FTC = () 00kQf D L= of 9 P-F-s)5�;'A-N c.E x 0, = C',S-A L i GEIGER ENGINEERS Project Name STILLY GARDENS Geiger Gossen Hamilton Liao Engineers PC Page ` of Project No. 203817 114 west Magnolia Street*Suite 505 Calculated By DDL Date 9/15/04 Bellingham, WA 98225 Subject: SPREAD FOOTINGS Ph 360 734 7194 Fx 360 734 7399 Concrete Strength 3.0 ksi (normal weight concrete only) Reinforcing 60 ksi (uncoated rebar assumed) Edge Clear Cover 3.0 in I�1��1n � ;�, N° 1 2 3 4 5 6 7 Reference F4'-6" F4'-6" Allow Soil (ksf) Q. Length (ft) 4.5! 4.5 -- Width (ft) 4.5 4.5 thickness (in) 12.0 12.0 Bottom Cover (in) 3.0 3.0 Column Length (in) 9 9 Column Width (in) 6 6 Load Factor 1 .60 1 .60 Top Layer of mesh long long Rebar long qty 5 5 long size #5 #5 trans qty 5 5 trans size #5 #5 long depth (in) 8.1 8.1 trans depth (in) 8.7 8.7 Pu (kip) 48.6 64.8 wu (ksf) 2.40 3.20 Punching oPc (kip) 101.5 OK 102.8 OK Bearing oP (kip) 164.1 OK 164.1 OK Long. Shear Vu(kip) 13.0 17.3 oVc(kip) 40.5 OK 40.5 OK Flexure Mu(k-ft) 19.0 25.3 oMn(k-ft) 53.9 53.9 Check OK OK Min Reinf (in2) 1.2 OK 1.2 OK Max Reinf (in2) 7 OK 7 OK Development OK OK Trans. Shear Vu(kip) 14.01 =18.68 oVc(kip) 43.7 OK 43.7 OK Flexure Mu(k-ft) 22.1 29.4 eMn(k-ft) 58.2 58.2 Check OK OK Min Reinf (in2) 1.2 OK 1.2 OK Max Reinf (in2) 7.5 OK 7.5 OK Development OK OK Trans Bars in Crit Band Even Dist Even Dist Trans Bar Crit. Band Width (ft) N/A N/A rlow. Working Load (kip) 30.4 40.5 0.0 0.0 0.0 0.0 0.0 NOTE: The critical section for bending and development length is assumed at the face of the column above (for shear, at one d from face of column) Spread Footings V1.4 JRK 11/04/03 i i tea/ 203817.00 STILLAGUAMISH GARDENS DDL 9/13/04 COLUMNS/SHEARWALL ENDPOSTS 6.64 single stud capacity (CD=1.0) 1.5 kst ASP (HF/t2 2x6x9'-0") F2 ]ksf seismic ASP RTL=Reduced Typ. Live Load 3.341 single stud plate crushing capacity RCL=Reduced Corridor Live Load Trib.SF P51= Loads (K) Studs Ftg Loc. Trib Area Tv Cor. Tvo. DL Tvo. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Rea'd Reo'd B.4-1 Level 3 5 3 0 20 27 27 0 0 0 2.5 2.2 4.7 1 B.4-1 Level 53 0 50 40 40 30 100 100 7.3 6.7 14.0 3 B.4-1 Level 53 0 50 40 39.71 1 30 100 99.28 12.0 12.5 24.5 4 3.6 Loc. Trib Area TvD. Cor. TvD. DL Tvo. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 53 0 20 27 27 0 0 0 2.5 2.2 4.7 1 B.6-1 Level 53 0 50 40 40 30 100 100 7.3 6.7 14.0 3 Level 53 0 50 40 39.71 30 100 99.28 12.0 12.5 24.5 4 3.6 Loc. Trib Area Tvo. Cor. Typ. DL Typ. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 53 0 20 27 27 0 0 0 2.5 2.2 4.7 1 B.9-1 Level 53 0 50 40 40 30 100 100 7.3 6.7 14.0 3 Level 53 0 50 40 39.71 30 100 99.28 12.0 12.5 24.5 4 3.6- Loc. Trib Area TvD. Cor. TvD. DL TvD. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 0 0 20 27 27 0 0 0 0.0 2.0 2.0 1 C-1 Level 0 0 50 40 40 30 100 100 0.0 5.8 5.8 1 Level 0 0 50 40 40 30 100 100 0.0 10.8 10.8 2 2.4 Loc. Trib Area Typ. Cor. Tvo. DL Tvo. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 53 0 20 27 27 0 0 0 2.5 2.2 4.7 1 C.1-1 Level 53 0 50 40 40 30 100 100 7.3 6.7 14.0 3 Level 53 D 50 40 39.71 30 100 99.28 12.0 12.5 24.5 4 3.6 Loc. Trib Area TvD. Cor. Typ. DL Typ. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 53 0 20 27 27 0 0 0 2.5 2.2 4.7 1 C.4-1 Level 53 0 50 40 40 30 100 100 7.3 6.7 14.0 3 Level 1 53 0 1 50 40 39.71 30 100 99.28 12.0 12.5 24.5 4 3.6 Loc. Trib Area Tvo. Cor. TvD. DL T D. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 53 0 20 27 27 0 0 0 2.5 2.2 4.7 1 C.6-1 Level 53 0 50 40 40 30 100 100 7.3 6-7 14.0 3 Level 53 0 50 40 39.71 30 100 99.28 12.0 12.5 24.5 4 3.6 Loc, Trib Area Tvo. Cor. Typ. DL TVD. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 3 53 0 20 27 27 0 0 0 2.5 2.2 4.7 1 C.9-1 Level 53 0 50 40 40 30 100 100 7.3 6.7 14.0 3 Level 53 0 50 40 39.71 30 100 99.28 12.0 12.5 24.5 4 3.6 Loc. Trib Area TvD. Cor. TvD. DL Tvo. LL R.T.L. Cor.DL Cor,LL R.C.L. Subtotal SW Rxn Total Cum. Level 3 0 0 20 27 27 0 0 0 0.0 1.8 1.8 1 D-1 Level 0 0 50 40 40 30 100 100 0.0 5.5 5.5 1 Level 0 0 50 40 40 30 100 100 0.0 10.3 10.3 2 2.3 Loc. Trib Area TvD. Cor. Tvo. DL TvD. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW FbM Total Cum. Level 53 0 20 27 27 0 0 0 2.5 2.2 4.7 1 DA-1 Level 53 0 50 40 40 30 100 100 7.3 6.7 14.0 3 Level 53 0 50 40 39.71 30 100 99.28 12.0 12.5 24.5 4 3.6 Columns Page 1 203817.00 STILLAGUAMISH GARDENS DDL 9/13/04 COLUMNS/SHEARWALL ENDPOSTS 6.64 single stud capacity (CD=1.0) FT2 ksf ABP (HF#2 2x6x9' 0") ksf seismic ABP RTL=Reduced Typ.Live Load 3.341 single stud plate crushing capacity RCL=Reduced Corridor Live Load Trib.SF PSF Loads (K) Studs Fta Loc. Trib Area TM Cor. Tvp. DL Tvp. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Pom Total Cum. Level 53 0 20 27 27 0 0 0 2.5 2.2 4.7 1 D.4-1 Level 53 0 50 40 40 30 100 100 7.3 6.7 14.0 3 Level l 53 0 50 40 39.71 30 100 99.28 12.0 12.5 24.5 4 3.6 Loc. Trib Area TVD. Cor. Tvp. DL Tvp. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 53 0 20 27 27 0 0 0 2.5 2.2 4.7 1 D.6-1 Level 53 0 50 40 40 30 100 100 7.3 6.7 14.0 3 Level 53 0 50 40 39.71 30 100 99.28 12.0 12.5 24.5 4 3.6 Loc. Trib Area TvD. Cor. TvD. DL TVp. LL R.T.L. I Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 0 0 20 27 27 0 0 0 0.0 1.8 1.8 1 E-1.7 Level 0 0 50 40 40 30 100 100 0.0 5.6 5.6 1 Level 1- 0 0 50 40 40 30 100 100 0.0 10.5 10.5 2 2.3 Loc. Trib Area TVD. Cor. Tvp. DL Tvp. LL R.T.L. Cor.DL Cor.LL R.C.L Subtotal SW Rxn Total Cum. Level 3 5 3 0 20 27 27 0 0 0 2.5 2.2 4.7 1 F.2-2 Level 53 0 50 40 40 30 100 100 7.3 6.7 14.0 3 Level 53 0 50 40 39.71 30 100 99.28 12.0 4_12.5 24.5 4 3.6 Loc. Trib Area Tvp. Cor. Tvp. DL Tvp. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 53 0 20 27 27 0 0 0 2.5 2.2 4.7 1 F.4-2 Level 53 0 50 40 40 30 100 10( 7.3 6.7 14.0 3 Level 53 0 50 40 39.71 30 100 99.28 12.0 12.5 24.5 4 3.6 Loc. Trib Area Tvp. Cor. Tvp. DL Tvp. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 3 53 0 20 27 27 0 0 0 2.5 2.2 4.7 1 F.7-2 Level 53 0 50 40 40 30 100 100 7.3 6.7 14.0 3 Level 53 0 50 40 39.71 30 100 99.28 12.0 12.5 24.5 4 3.6 Loc. Trib Area T p. Cor. TVD. DL TVD. LL R.T.L. Cor.DL Cor.LL R.C.L Subtotal SW%n Total Cum. Level 3 0 0 2 0 27 27 0 0 0 0.0 2.2 2.2 1 F.8-2 Level 0 0 50 40 40 30 100 100 0.0 6.7 6.7 1 Level 0 0 50 40 40 30 100 100 0.0 12.2 12.2 2 2.5 Loc. Trib Area TVD. Cor. Tvp. DL I Tvp. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 53 0 20 27 27 0 0 0 2.5 2.2 4.7 1 F.9-2 Level2 53 0 50 40 40 30 100 100 7.3 6.7 14.0 1 3 Level 53 0 50 40 39.71 30 100 99.28 12.0 12.5 94.5 4 3.6 Loc. Trib Area Tvp. Cor. Tvp. DL TVD. LL R.T.L. I Cor.DL or.LL R.C.L. Subtotal SW Rxn Total Cum. Level 3 53 0 20 27 27 0 0 0 2.5 2.2 4.7 1 G.1-2 Level 53 0 50 40 40 30 100 100 7.3 6.7 14.0 3 Level 53 0 50 40 39.71 30 100 99.28 12.0 12.5 24.5 4 3.6 Loc. Trib Area Tvp. Cor. Tvp. DL TvD. LL R.T.L. Cor.DL I Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 3 53 0 20 27 , 27 0 0 0 2.5 2.2 4.7 1 G.4-2 Level 53 0 50 40 40 30 100 100 7.3 6.7 14.0 3 Level 53 0 50 40 39.71 30 100 99.28 12.0 12.5 24.5 4 3.6 Columns Page 2 i 203817.00 STILLAGUAMISH GARDENS DDL 9/13/04 COLUMNS/SHEARWALL ENDPOSTS 6.64 single stud capacity (CD=1.0) 1.5 ksf ABP (HF#2 2x6x9'-0") 2 ksf seismic ABP RTL=Reduced Typ.Live Load 3.341 single stud plate crushing capacity RCL=Reduced Corridor Lave Load Trib.SF PEF Loads (K) Studs Fta Loc. Trib Area TVD. Cor. TVD. DL Tvo. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal I SW Rxn Total Cum. Level 0 0 20 27 27 0 0 0 0.0 2.5 2.5 1 H-2 Level 0 0 50 40 40 30 100 100 0.0 7.5 7.5 1 Level 0 1 0 50 40 40 30 100 100 0.0 13.7 13.7 2 2.7 Loc. Trib Area TVD. Cor. TVD. DL TvD. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 3 0 0 20 27 27 0 0 0 0.0 xtra shrwa #VALUE! H.4-3 Level 2 0 0_+ 50 40 40 30 100 100 0.0 xtra shrwa #VALUE! Level 1 0 0 50 40 40 30 100 100 0.0 xtra shrwa #VALUE! Loc. Trib Area TvD, Cor. TVD. DL Tvo. LL R.T.L. Cor.DL Cor.LL R.C.L Subtotal SW Rxn Total Cum. Level 3 0 0 20 27 27 0 0 0 0.0 kxtra shrwa #VALUEI H.4-5.1 Level 2 0 0 50 40 40 30 100 100 0.0 xtra shrwa #VALUEI Level 1 0 0 50 40 40 30 1.00 100 0.0 xtra shrwa #VALUE! Loc. Trib Area TVD. Cor. TvD. DL Tvo. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. C6 Level 3 0 0 20 27 27 0 0 0 0.0 2.5 2.5 1 1­1.5-� Level 0 0 50 40 40 30 100 100 0.0 7.6 7.6 1 Level 0 0 50 40 40 30 100 100 0.0 1 13.9 13.9 2 2.7 Loc. Trib Area TVD. Cor. TVD. DL Tvo. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 3 0 0 20 27 27 0 0 0 0.0 2.5 2.5 1 J-8 Level 0 0 50 40 40 30 100 100 0.0 7.6 7.6 1 Level 0 0 50 40 40 30 100 100 0.0 13.9 13.9 2 2.7 Loc. Trib Area TvD. Cor. TvD. DL Tvp. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 3 0 0 20 27 27 0 0 0 0.0 2.6 2.6 1 J-8.3 Level 0 0 50 40 40 30 100 100 0.0 7.9 7.9 1 Level 0 0 50 40 40 30 100 100 0.0 14.4 14.4 2 2.7 Loc. Trib Area TVD. Cor. TVD. DL TvD. LL I R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 0 0 1 20 27 27 0 0 0 0.0 2.6 2.6 1 J-9.5 Level 0 0 50 40 40 30 100 100 0.0 7.9 7.9 1 Level 0 OT 50 40 40 30 100 100 0.0 14.4 14.4 2 2.7 Loc. Trib Area TVD. Cor. TVD. DL Tvo. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 3 0 0 20 27 27 0 0 0 0.0 2.0 2.0 1 B-1.7 Level 0 0 50 40 40 30 100 100 0.0 5.9 5.9 1 Level 0 0 50 40 40 30 100 100 0.0 11.1 11.1 2 2.4 Loc. Trib Area TVD. Cor. TVD. DL Tvo. LL Ff.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 80 0 20 27 27 0 0 0 3.8 0.0 3.8 2 A.5-4 Level 0 68 50 40 40 30 100 100 12.6 0.0 12.6 4 Level 0 68 50 40 37.89 30 100 94.72 21.1 0.0 21.1 7 3.8 Loc, Trib Area TVD. Cor. Tvo. DL TvD. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 66 0 20 27 27 0 0 0 3.1 2.1 5.2 1 A.5-5 Level 54 12 50 40 40 30 100 100 9.5 6.2 15.7 3 Level 54 12 1 50 40 38.46 30 100 96.16 15.8 11.4 27.2 5 3.7 Columns Page 3 i 203817.00 STILLAGUAMISH GARDENS DDL 9/13/04 COLUMNS/SHEARWALL ENDPOSTS 6.64 single stud capacity (CD=1.0) 1.5 ksf ABP (HFk2 2x6x9'-0") 2 ksf seismic ABP RTL=Reduced Typ. Live Load 3.341 single stud plate crushing capacity RCL=Reduced Corridor Live Load Trib.SF PSF Loads (IQ Studs Fto Loc. Trib Area TVp. Cor. TvD. DL TvD. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 3 0 0 20 27 27 0 0 0 0.0 2.1 2.1 1 A.5-8.1 Level 0 0 50 40 40 30 100 100 0.0 6.2 6.2 1 Level 0 0 1 50 40 40 30 100 100 0.0 11.4 11.4 2 2.4 Loc, Trib Area TvD. Cor. TvD. DL TVP. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 53 0 20 27 27 0 0 0 2.5 2.3 4.8 1 A.8-9 Level 53 0 50 40 40 30 100 100 7.3 7.0 14.3 3 Level 1 53 0 50 40 39.71 30 100 99.28 12.0 12.9 24.9 4 3.6 Loc. Trib Area Tv . Cor. TVP. DL TVD. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 53 0 20 27 27 0 0 0 2.5 2.3 4.8 1 B.1-9 Level 53 0 50 40 40 30 100 100 7.3 7.0 14.3 3 Level 53 0 50 40 39.71 30 100 99.28 12.0 12.9 24.9 4 3.6 Loc. Trib Area TvD. Cor. TvD. DL Tvo. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 53 0 20 27 27 0 0 0 2.5 2.3 4.8 1 B.5-9 Level 53 0 50 40 40 30 100 100 7.3 7.0 14.3 3 Level 53 0 50 40 39.71 30 100 99.28 12.0 12.9 24.9 4 1 3.6 Loc. Trib Area TvD. Cor. Tvo. DL Tvo. LL R.T.L. Cor.DL Cor.LL R.C.L Subtotal SW Rxn Total Cum. Level 0 0 20 27 27 0 0 0 0.0 1.9 1.9 1 B.6-9 Level 2- 0 0 50 40 40 30 100 100 0.0 6.0 6.0 1 Level 1 0 0 50 40 40 30 100 100 0.0 11.0 11.0 2 2.4 Loc. Trib Area TVP. Cor, TVD. DL TVD. LL R.T.L. Cor.DL Cor.LL R.C_L Subtotal SW Rxn Total Cum. Level 53 0 20 27 27 0 0 0 2.5 2.3 4.8 1 B.7-9 Level 53 0 50 40 40 30 100 100 7.3 7.0 14.3 3 Level 53 0 50 40 39.71 30 100 99.28 12.0 12.9 24.9 4 3.6 Loc. Trib Area Typ. Cor. Tvo. DL TVD. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 3 53 0 20 27 27 0 0 0 2.5 2.3 4.8 1 8.9-9 Level 53 0 50 40 40 30 100 100 7.3 7.0 14.3 3 Level 53 0 50 40 39.71 30 100 99.28 12.0 12.9 24.9 4 3.6 Loc. Trib Area Typ. Cor. Tv . DL Tvo. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 53 0 20 27 27 0 0 0 2.5 2.3 4.8 1 CA-9 Level 53 0 50 40 40 30 100 100 7.3 7.0 14.3 3 Level 53 0 50 40 39.71 30 100 99.28 12.0 12.9 24.9 4 1 3.6 Loc. Trib Area TVD. Cor. TVD. DL TVD. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum, Level 53 0 20 27 27 0 0 0 2.5 2.3 4.8 1 C.5-9 Level 2- 53 0 50 40 40 30 100 100 7.3 7.0 14.3 3 Level 53 0 50 40 39.71 30 100 99.28 12.0 12.9 24.9 4 3.6 Loc. Trib Area TvD. Cor. TvD. DL Tvo. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 3 0 0 20 27 27 0 0 0 0.0 1.9 1.9 1 C.6-9 Level 0 0 50 40 40 30 100 100 0.0 5.6 5.6 1 Level 0 0 50 40 40 30 100 100 0.0 10.4 10.4 2 2.3 Columns Page 4 i 203817.00 STILLAGUAMISH GARDENS DDL 9/13/04 g,gq single stud capacity (CD=1.0) 1.5 ]ksf ABP COLUMNS/SHEARWALLENDPOSTS (HF#2 2x6x9'-O") 2 ksf seismic ABP RTL=Reduced Typ. Live Load 3.341 single stud plate crushing capacity RCL=Reduced Corridor Live Load PSF Loads (K) Studs Flo Trib.SF Loc. Trib Area T Cor. T . 27 27 DL T . LL R.T.L. Cor.OL Coro.LL R.CO.L Su2t5tal SW Rxn Tot 2.3 8um. 1 Level3 53 0 20 50 40 40 30 100 100 7.3 7.0 14.3 3 C.7-9 Level 53 0 50 40 39.71 30 100 99.28 12.0 12.9 24.9 4 3.6 Level 1 5 3 0 Loc. Trib Area T Col. Tvp. DL T . LL R.T.L. Cor.DL Cor..LL R.CO.L Su2t5tal SW Rxn Tot 8um. 1 Level 53 0 20 27 27 C.9-9 Level 53 0 50 40 40 30 100 100 1a.3 3 7.3 7.0 24.9 4 3.6 Level 2 53 0 50 40 39.71 30 100 99-28 12.0 12.9 Cor. Tvp. DL Tvp. LL R.T.L. Cor.DL Cor,LL R.CO•L- Subtotal SWRxn Total 4 8um. Loc. Trib Area T 1 Level 53 0 20 27 27 p p 50 40 40 100 100 7.3 7.0 14.3 3 30 D.1-9 Level 2_ 53 0 50 40 39.71 30 100 99.28 12.0 12.9 24.9 4 3.6 Level 1 5 3 0 Loc. Trib Area T Cor. Tvp. DL T . LL R27• Corp DL Corp.LL R.Cp•L Su2toptal SW Rxn Total 8um. 1 Level 0 0 20 27 50 40 40 30 100 100 3.9 5.4 9.3 2 D.6-9 Level 0 30 40 40 30 100 100 7.8 9.9 17.7 3 3.0 Level 2 0 30 50 Cor. Tvp. DL Tvp. LL R.T.L. Cor.DL Cor,LL R.C.L Subtotal SW Rxn Total Cum. Loc. Trib Area T 27 27 0 0 0 0.0 0.0 0.0 0 Level 0 0 20 40 30 100 100 3.9 0.0 3.9 2 F-9 Level 0 30 50 40 40 30 100 100 7.8 0.0 7.8 3 2.3 Level 0 30 50 40 Loc. Trib Area T Cor. TVP• DL TVP• LL R.T.L. Cor.DL Cor.LL R.C.L Subtotal SW Rxn Total Cum. 27- 27 0 p 0 0.0 2.0 2.0 1 Level3 0 0 20 40 30 100 100 0.0 6.0 5.0 1 F-10 Lev e12 0 0 50 40 100 0.0 11.2 11.2 2 2.4 Level 1 0 0 50 40 40 30 100 Loc. Trib Area T Cor. TVP• DL TVP• LL R.T.L. Cor.DL Cor..LL R.C.L Subtotal SW Rxn Total Cum. 27 0 0 2.5 2.3 4A 1 Level 3 53 0 20 27 100 7.3 7.0 14.3 3 F.4-10 Level 53 0 50 40 40 30 100 39.71 30 100 99.28 12.0 12.9 24.9 4 3.6 Level 53 0 50 40 Loc. Trib Area T Cor. T . DL Tvp. LL R27• Cor.pDL Cor.pLL R.Cp•L Su2t5tal l SW Rxn Tot 8um. 1 Level 53 0 20 27 40 30 100 100 7.3 7.0 14.3 3 F.6-10 Level 53 0 50 40 50 Level2 53 0 40 39.71 30 100 99.28 12.0 12.9 24.9 4 3.6 Loc. Trib Area T Cor. Typ. DL T . LL R:T.L. Cor.DL Cor.LL R.C.L Subtotal SW Rxn Total Cum. 27 27 0 p 0 2.5 Level 53 0 26 100 100 7.3 7.0 14.3 3 F.9-10 Level 53 0 50 40 40 30 3 50 40 39.71 Level 5 0 30 100 99.28 12.0 12.9 24.9 4 3.6 Loc. Trib Area T Cor. T . DL T 2.7LL R.T.L. Corp.DL Cor..LL R•o•L Su2t5tal SW Rxn Totaal 8um. 1 Level3 53 0 20 qp 40 30 100 10 0 50 0 7.3 7.0 14.3 3 100 99.28 12.0 12.9 24.9 4 3.6 G.1 10 Level2 53 50 40 39.71 30 Level Columns Page 5 203817.00 STILLAGUAMISH GARDENS DDL 9/13/04 COLUMNS/SHEARWALL ENDPOSTS 6.64 single stud capacity (CD=1.0) 1.5 ksf ASP (HF#2 2x6x9'-0") F 2 ksf seismic ASP RTL=Reduced Typ.Live Load 3.341 single stud plate crushing capacity RCL=Reduced Corridor Live Load Trib.SF PSF Loads (K) Studs Fta Loc. Trib Area TvD, Cor. TvD. DL TvD. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 53 0 20 27 27 0 0 0 2.5 2.3 4.8 1 G.4-10 Level 53 0 50 40 40 30 100 100 7.3 7.0 14.3 3 Level 53 0 50 40 39.71 30 100 99.28 12.0 12.9 24.9 4 3.6 Loc. Trib Area TvD. Cor. T D. DL TvD. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rbm Total Cum. Level 3- 53 0 20 27 27 0 0 0 2.5 2.3 4.8 1 G.6-10 Level 53 0 50 40 40 30 100 100 7.3 7.0 14.3 3 Level 1- 53 0 50 40 39.71 30 100 99.28 12.0 12.9 24.9 4 3.6 Loc. Trib Area Tvp, Cor. Tv . DL TvD. LL R.T.L. Cor.DL i Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 0 0 20 27 27 0 0 0 0.0 2.5 2.5 1 H.2-11 Level 0 0 50 40 40 30 100 100 0.0 7.6 7.6 1 Level 1 0 0 50 40 40 30 100 100 0.0 - 13.8 13.8 - 2 2:7 Loc. Trib Area TvD. Cor. TvD. DL I Tvo. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 3- 53 0 20 27 27 0 0 0 2.5 2.3 4.8 1 H.5-11 Level 2- 53 0 50 40 40 30 100 100 7.3 7.0 14.3 3 Level 53 0 50 40 39.71 30 100 99.28 12.0 12.9 24.9 4 3.6 Loc. Trib Area TvD. Cor. TVD. DL TvD. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 53 0 20 27 27 0 0 0 2.5 2.3 4.8 1 H.7-11 Level 53 0 50 40 40 30 100 100 7.3 7.0 14.3 3 Level 53 0 50 40 39.71 30 100 99.28 12.0 12.9 24.9 4 3.6 Loc, Trib Area Ty . Cor. Ty . DL TvD. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 99 0 20 27 27 0 0 0 4.7 2.0 6.7 2 B-4 Level 54 4E�E 40 38.56 30 100 89.44 14.5 5.9 20.4 5 Level 1 54 4 40 35.49 30 100 88.72 24.1 11.1 35.2 8 4.2 Loc. Trib Area Tvp, I Cor. TvD. DL TvD. L� R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 3 77 0 20 27 27 0 0 0 3.6 2.5 6.1 2 B.3-4 Level 63 [:1:4j50 40 39.87 30 100 97.44 11.1 7.4 18.5 4 Level 63 14 50 40 37.41 30 100 93.52 18.3 13.6 31.9 6 4.0 Loc. Trib Area Tvp. Cor. Tvp. DL Tv . LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 77 0 20 27 27 0 0 0 3.6 2.5 6.1 2 C-4 Level 63 14 50 40 39.87 30 100 97.44 11.1 7.4 18.5 4 Level 1 63 14 50 40 37.41 30 100 93.52 18.3 13.6 31.9 6 4.0 Loc. Trib Area Tvo. Cor. Tvp. DL TVD. LL R_T.L. Cor.DL Cor. LL R.C.L. Subtotal SW Rxn Total Cum. Level 3 7 7 0 2 0 2 7 2 7 0 0 0 3.6 2.5 6.1 2 C.3 4 Level 2 63 1 4 50 40 39.87 30 100 97.44 11.1 7.6 18.7 4 Level 63 14 50 40 37.41 30 100 93.52 18.3 13.6 32.1 6 4.1 Loc. Trib Area TvD. Cor. TvD. DL TVD. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 3 0 0 20 27 ' 27 0 0 0 0.0 1.8 1.8 1 D-4 Level 0 0 50 40 40 30 100 100 0.0 5.2 5.2 1 Level 0 0 50 40 40 30 100 100 0.0 9.7 9.7 2 2.3 Columns Page 6 i i i 203817.00 STILLAGUAMISH GARDENS DDL 9/13/04 COLUMNS/SHEARWALL ENDPOSTS 6.64 single stud capacity (CD=1.0) FE2E::]ksf ksf ABP (HF#2 2x6x9'-0") seismic ABP RTL=Reduced Typ. Live Load 3.341 single stud plate crushing capacity RCL=Reduced Corridor Live Load Trib.SF PSF Loads (K) Studs_ Fta Loc. Trib Area TVD. Cor. TVD. DL Tvo. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 3 77 0 20 27 27 0 0 0 3.6 2.5 6.1 2 D.6-4 Level 63 14 50 40 39.87 30 100 97.44 11.1 7.6 18.7 4 Level 63 14 50 40 37.41 30 100 93.52 18.3 13.8 32.1 8' 4.1 Loc, Trib Area TvD. Cor. TVD. DL Tvo. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 66 0 20 27 27 0 0 0 3.1 0.0 3.1 1 E-4 Level 54 12 50 40 40 30 100 100 9.5 0.0 9.5 3 Level 54 12 50 40 38.46 30 100 96.16 15.8 0.0 15.8 5 3.3 Loc. Trib Area Tvv Cor. Tvp. DL TvP. LL R.T.L. Car.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 3 0 0 20 27 27 0 0 0 0.0 1.8 1.8 1 E-4.2 Level 18 0 50 40 40 30 100 100 1.6 5.6 7.2 1 Level 18 0 50 40 40 30 100 100 3.2 10.4 13.6 2 2.7 Loc. Trib Area TVD. Cor. TVD. DL TVD. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 3 0 0 20 27 1 27 0 0 0 0.0 0.0 0.0 0 E-4.8 Level 14 0 50 40 1 40 30 100 100 1.3 0.0 1.3 1 Level 14 0 50 40 40 30 100 100 2.5 0.0 2.5 1 1.3 Loc, Trib Area TVD. Cor. Typ, DL Typ, LL R-T.L. Cor.DL Cor.LL R-C,L Subtotal SW Rxn Total Cum. Level 3 0 20 27 27 0 0 0 0.0 0.0 0.0 0 E-5 Level 0 35 50 40 40 30 100 100 4.6 0.0 4.6 2 Level 0 35 50 40 40 30 100 1 100 9.1 0.0 9.1 3 2.5 Loc. Trib Area Tvo. Cor. Typ. DL TVD. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 3 0 0 20 27 27 0 0 0 0.0 M 0.0 0 F-4.2 Level 28 0 50 40 40 30 100 100 2.5 0.0 2.5 1 Level 28 0 50 40 40 30 100 100 5.0 0.0 5.0 2 1.9 Loc. Trib Area Tvo. Cor. Tvp. DL Tvo. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 3 0 0 20 27 27 0 0 0 0.0 0.0 0.0 0 E-6 Level 0 40 50 40 40 30 100 100 5.2 0.0 5.2 2 Level 0 40 50 40 40 30 100 100 10.4 0.0 10.4 4 2.7 Loc. Trib Area Tvo. Cor. Tvo. DL Tvp. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 3 77 0 20 27 27 0 0 0 3.6 0.0 3.6 2 F-6 Level 63 14 50 40 39.87 30 100 97.44 11.1 0.0 11.1 4 Level 63 14 50 40 37.41 30 100 93.52 18.3 0.0 18.3 .6 3.5 Loc. Trib Area Tv . Cor. TVD. DL �-ip. LL R:T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 140 0 20 27 27 j 0 0 0 6.6 0.0 6.6 2 F.3-6 Level 115 25.5 50 40 35.82 30 100 85.48 19.4 0-0 19.4 6 Level 115 25.5 50 40 31.34 30 100 78.34 31.5 0.0 31.5 10 4.6 Loc. Trib Area Tvo. Cor. TVD. DL Tvo. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 90.8 0 20 27 27 0 0 0 4.3 2.5 6.8 2 F.8-6 Level 74.3 16.5 50 40 38.99 30 100 94.84 12.9 7.2 20.1 4 Level 74.3 16-5 50 40 36.09 30 100 90.22 21.3 13.4 34.7 7 4.2 Columns Page 7 i 203817.00 STILLAGUAMISH GARDENS DDL 9/13/04 COLUMNS/SHEARWALL ENDPOSTS 6.64 single stud capacity (CD=1.0) 1.5ksf ABP (HF#2 2x6x9'-0") F2 :lksf seismic ABP RTL=Reduced Typ. Live Load 3.341 single stud plate crushing capacity RCL=Reduced Corridor Live Load Trib.SF PG= Loads (K) Studs Fta Loc. Trib Area Tvo. Cor. Ty . DL Tvo. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 77 0 20 27 27 0 0 0 3.6 2.5 6.1 2 G.5-6 Level 63 14 50 40 39.87 30 100 97.44 11.1 7.2 18.3 4 Level 63 14 50 40 37.41 30 100 93.52 18.3 13.4 31.7 6 4.0 Loc. Trib Area TvD. Cor. Tvp. DL Tvo. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 3 77 0 20 27 27 0 0 0 3.6 2.5 6.1 2 H-6 Level 63 14 50 40 39.87 30 100 97.44 11.1 7.5 18.6 4 Level 63 14 50 40 37.41 30 100 93.52 18.3 13.7 32.0 s' 6 4.1 Loc. Trib Area TvD. Cor. Tvp. DL Tvp. LL R.T.L. Cor.DL Cor.LL R.C.L Subtotal SW Rxn Total Cum. Level 77 0 20 27 27 0 0 0 3.6 2.4 6.0 2 A.8-5 Level 63 14 50 40 39.87 30 100 97.44 11.1 7.4 18.5 4 Level 63 14 50 40 37.41 30 100 93.52 18.3 13.5 31.8 6 4.0 Loc. Trib Area TvD. Cor. TvD. DL TvD. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 77 0 20 27 27 0 0 0 3.6 2.4 6.0 2 B.5-5 Level 63 14 50 40 39.87 30 100 97.44 11.1 7A 18.5 4 Level 63 14 50 40 37.41 30 100 93.52 18.3 13.5 31.8 r.8 4.0 Loc. Trib Area TvD. Cor. TvD. DLTyp. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 77 0 20 27 27 0 0 0 3.6 2.5 6.1 2 B.8-5 Level 63 14 50 40 39.87 30 100 97.44 11.1 7.5 18.6 4 Level 63 14 50 40 37.41 30 100 93.52 18.3 13.7 32.0 6 4.1 b > 4w-t A c.C- Loc. Trib Area Tvp. Cor. Tvp. DL Tvp. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 77 0 20 27 27 0 0 0 3.6 2.5 6.1 2 D.2-5 Level 63 14 50 40 39.87 30 100 97.44 11.1 7.5 18.6 4 Level 63 14 50 40 37.41 30 100 93.52 18.3 13.7 32.0 6 4.1 Loc. Trib Area Tvp. Cor. Tvp. DL Tvp. LL R.T.L. Cor.DL Cor. LL R.C.L Subtotal SW Rxn Total Cum. Level 149 0 20 27 27 0 0 0 7.0 1.8 8.8 3 D.6-5 Level 54 46 50 40 36.83 30 100 80.8 16.8 5.4 22.2 6 Level 54 46 50 40 33.63 30 100 84.08 26.6 9.9 36.5 8 4.3 Loc. Trib Area Tvo. Cor, TvD. DL Tvp. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 0 0 20 27 27 0 0 0 0.0 0.0 0.0 0 D.6-6 Level 0 35 50 40 40 30 100 100 4.6 0.0 4.6 2 Level 0 3.5 50 40 40 30 100 100 9.1 0.0 9.1 3 2.5 Loc. Trib Area T p. Cor. Tvo. DL T D. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 0 0 20 27 27 0 0 0 0.0 0.0 0.0 0 D.6-7 Level 0 48 50 40 40 30 100 100 6.2 0.0 6.2 2 Level 0 48 50 40 40 30 100 100 12.5 0.0 12.5 4 2.9 Loc. Trib Area Tvo. Cor. TVp. DL TVD. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 0 0 20 27 27 0 0 0 0.0 0.0 0.0 0 D.6-8.3 Level 0 52 50 40 40 30 100 100 6.8 0.0 6.8 3 Level 0 52 50 40 40 30 100 100 13.5 0.0 13.5 5 3.1 Columns Page 8 I 203817.00 STILLAGUAMISH GARDENS DDL 9/13/04 COLUMNS/SHEARWALL ENDPOSTS 6.64 single stud capacity (CD=1.0) F72 �]ksf ksf ABP (HFk2 2x6x9'-0") seismic ABP RTL=Reduced Typ. Live Load 3.341 single stud plate crushing capacity RCL=Reduced Corridor Live Load Trib.SF PSF Loads (K) Studs Fta Loc. Trib Area TvD. Cor. TVD. DL TVD. LL R.T.L. I Cor.DL Cor.LL I R.C.L. Subtotal I SW Rxn Total Cum. Level 0 0 20 27 27 0 0 0 0.0 1.8 1.8 1 D.6-9 Level 0 39 50 40 40 30 100 100 5.1 5.4 10.5 2 Level 0 39 50 40 40 30 100 100 10.1 9.9 20.0 4 3.2 Loc. Trib Area TvD. Cor. TvD. DL TvD. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 66 0 20 27 27 0 0 0 3.1 0.0 3.1 1 F-7 Level 54 60 50 40 39.04 30 100 91.84 15.2 0.0 15.2 5 Level 54 60 50 40 35.39 30 100 88.48 26.9 0.0 26.9 9 4.3 Loc. Trib Area TVD. Cor. Tvo. DL TVD, LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 0 0 20 27 27 0 0 0 0.0 2.0 2.0 1 F-8.2 Level 0 0 50 40 40 30 100 100 0.0 6.0 6.0 1 Level 0 0 50 40 40 30 100 100 0.0 11.2 11.2 2 2.4 Loc. Trib Area TvD. Cor. TvD. DL TvD. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 0 0 20 27 27 0 0 0 0.0 0.0 0.0 0 F-8.3 Level 0 52 50 40 40 30 100 100 6.8 0.0 6.8 3 Level 0 52 50 40 40 30 100 100 13.5 0.0 13.5 5 I 3.1 Loc. Trib Area Tvp. Cor. TvP. DL Tvp. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 3 77 0 20 27 27 0 0 0 3.6 0.0 3.6 2 F.4-7 Level 63 14 50 40 39.87 . 30 100 97.44 11.1 0.0 11.1 4 Level 1 18 4 50 40 39.17 30 100 97.92 13.2 0.0 13.2 4 3.0 Loc. Trib Area Tvp. Cor. Tvp. DL Tvp. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 77 0 20 27 27 0 0 0 3.6 0.0 3.6 = 2 F.6-7 Level 63 14 50 40 39.87 30 100 97.44 11.1 0.0 11.1 4 Level 63 14 50 40 37.41 30 100 93.52 18.3 0.0 18.3 8 3.5 Loc. Trib Area TvD. Cor. Tvp. DL Tvp. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 0 0 20 27 27 0 0 0 0.0 2.5 2.5 1 F.9-7 Level 0 0 50 40 40 30 100 100 0.0 7.4 7.4 1 Level 63 14 50 40 40 30 100 100 7.5 13.6 21.1 3 3.3 Loc. Trib Area TM Cor. Tvp. DL Tvp. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 3 77 0 20 27 27 0 0 0 3.6 2.5 6.1 2 G.6-7 Level 63 14 50 40 39.87 30 100 97.44 11.1 7.4 18.5 4 Level 1 18 4 50 40 39.17 30 100 97.92 13.2 13.6 26.8 4 3.7 Loc. Trib Area Tvp. Cor. Tvp. DL Tvp. LL R.T.L. Cor.DL Cor.LL R.C.L. Subtotal SW Rxn Total Cum. Level 77 0 20 �27 27 0 0 0 3.6 2.5 6.1 2 H.2-7 Level 63 14 50 40 39.87 30 100 97.44 11.1 7.6 18.7 4 Level1 63 14 50 40 37.41 30 100 93.52 18.3 13.8 32.1 8 4.1 Columns Page 9 i i a�O N Np O 0 O O W m m a d y C LL uj Z N O w y J O Of n n m O C O rl O mmn hri r mrOmmOO m 1 O Ommm cn n m m nrmm NmMm m O � � E DON 0 � 000000 � N ^ N � 0Q; 00000r .= 0000m �000 .= ciniv o 0 U S J N LL U ";• ul a a m p f- 0 N n N N m n m h tO r m n N m r W u') m tO m m m m V n V N m o m m m m m a Q Q J F (D m tO M m 0 0 m O M h O O M m m m m m m r N N 0 0) m m n 0 LD m N V W m m V y M V M O N V 0) N �D m ? h V LO m N N N r N m M t0 m c0 O 0) n ? N m P r r m n M 0.0 M N N N N N N N M M M M M N N N N N N N N N r r 0 0 0 0 O r N M M ? 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N m N- V mhmnNM VNm VV m Mm Co W V W O N tD m m P N r N M r — r O r O r r O O O O O O O O O O O O O W' J m t0 i0 t0 u) t0 t0 t0 t0 n n n n n n 'O t0 t0 t0 t0 to tot t01 t0 �0 o y ¢O_ of of M M of Of of M ci ai oi.� of oi101 t7 Pl t7 rlr m to M � J C N O �C N N N NNN N N N N N N N N N N N N1 N N NI N N N N N cV N _. a L 3 : o s- a o 0000000000�ool00000�00000000000000000000 OPL OU `m N H0)a 0 OM D m 0 Om Nr Nh N mO Nm M V m N LoO n m m O Vmm u] M Om mrmN m m m O M r NNmM P NrO mZ mN- n mm ON ow N r n VOM Cl) 14 LaOm N N U J t0 0 0 0 o t0 t0 t0 m m D W mN0 m m N W m m m O P V V V 0 m 0 m W N m 0 v tD is L M m m O W O m m m m M N m V 10 M m O r m m r n O N N N O N O O O r N M m N r O o m n t0 m r u] r N P O m m m m n m to n W m c0 t0 tD m m m cD tD m h m m n m m m u] N u5 P V V V W N m m m m E L N o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c acn �Z J IL _ _ n M V M c0 m N m N n r m m N m m M m M m m m O M m M N m V m M m m m y� Z > n W n 0 W n V h r N r r N tD 10 0 m m m N. m m N r O O m n 0 m tO r N V O � t`y t0 tO t0 N.N N 10 i0 10 m t0 m tD t0 t0 t0 t0 �O �O t0 t0 LL'1 �0 IO IO 10 IO 1f) ? ? V P' l0 10 m c0 m Q= O O o 0 0 0 O O O O O O O 0 O O O O O O O O O O O O O O 0 0 0 0 0 O O O O cc —1N co V M c0 M m ? m r N M W W N r N 0 M D r m V m m r h m r r P V m u) co N V N L a m m m co N t0 m O O m m N W cD W t0 N m m M m M N M a a m m N m O m O h V ' m ri M T N N N r N V h m r Ia G C) N N N N N N M N N m m r, m m N N N N N N N N M m m r r m r r n t m W r r r r I� O 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a _ a V m h m N N N NNN N co r W oI uJ Z m W a Q J Z S J O r N M V �) m h m m O r N M ? m m n m m O r N M V m n r N M V N m h m m r N N N N N NI N N N M M M C., M m Cl) M 0 7 i I I r , I ✓07 x� :C N CA H N O m F Q m G G g O2 N o W Z «O E F Q=} b 00 m 0 b ^ m ^ ^ O M m N m m m m b m m ^ M O O N ^ O b 0 b m m m N o g p�'b n d n d d n 0 M 0 m m n d f0 R d ^ d N d A M m t0 R n mmmm m R n O R m E C Q 10 b 16 10 b 10 10 I0 d 6 M O M N d b 10 b b b o 10 b o b o o o 10 b d m o m n A n U0 O f W 3• m > >Q R _ m m 0 F p p r ^ m b d f0 O b d b n m M m b N b m t0 M d A m N O N N r m d M m d m n n Q g J F W b M m m b A M N m N M m 0 M O lqi O N m N A m N R b d .- R O m n n Yf d C)N =O VVNII m� m m m m (0 m w n n n n n n n m m m ml b w b b m w N o b b b b o 10 w n A p- vat QG1 m m AI O n m d m m m 0 M AI N `2 D O m o o m N M b MI N m m ^ m w) 0 b o m o m m d m Inn o N N d bl^ ^ O M R b y O m m m m m m m m M M N N M m Inm m m m m m m m m m m m m A A b�n M M N Z L Q O O ^ O ^ ^ .- N N N N LL o > d a m n .- Ol N M N m O N m O n A 0 A M n n d 0 0 m m O n m d m N M m n M R yYVj O! 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PROJECTM ��i 7.�� PAGE OF 114 West Magnolia Street, Suite 505 Bellingham,Washington 98225 BY Ir, 7 ID (360)734-7194 DATE ` FAX(360)734-7399 SUBJECT A-P lia,1-6ftj DF --2-Alvii KT- 06WTEVL,9A95) sE-4J� A-U-� VEa WCtt,- Dfc/-T9J0UT(7--P Kam• C1-L f F,_� y • p 5 I ; r R GIGO- Q,00T3 k-51 VF-N D15 TAY - WO-S:7- (A5F � -6PZYJ oo� SNFWw/{i,L 3° .w t ' i .S C7 0 0 0 0 0 ° 0 a a a O 0 0 0 0 0 .� Z of ae a ae ae ak N 0 0 0 0 0 d < > > > ° ° ° ° ° 00 v X ` roocoo .\ v a r o 0 0 00 d < o 0 0 0 0 QC') o 0 00 0 yc� O7o 0 000 < o o > .CO00000 J _ 2 p (n m < O o o O O ` ^ CCJJ } v O O O O O •�� 1V 4� p � � 0 0 coo � p > y 1n 0 0 0 0 O ` 00 0 co 0 ` p X 0 0 0 U p > y rn o" Clio 0 000 0 ; '_. N 0 0 00 0 > '�' aR o 0 0 0 0 t U Y00 0 000 m 0 . N O O o o 0 V w - moo 0 000 �\ � $ Ycco 0 00o m m ` m d U � �=l 3 !C J J O O y� y O U .Y-. O d O o N 0) T > J O Lo 7 v T � N' C U tC Z C v (V ;, '� p � LO O N C 'y .N .NC — .yam .y .N C t �L ° : N Y Y Y (� V Y Y Y Y, O - m Z a 3 11 i � c y /I^^ a0 W f G Y a w lL J J a P jl LLl lL lL ca 10 T� W O N ~ � i (n fD T N Z i '%F`'ffG`ft ago- I"iR%v PROJECT Geiger Gossen Hamilton Campbell Engineers P.C. PROJECT# 3�8�7`CQ PAaE�oF 114 West Magnolia Street, Suite 505 Bellingham,Washington 98225 By DATE (360)734-7194 ' FAX(360)734-7399 SUBJECT /y � � N c"c ' ,l:, k, �Ovfi M '�-N cAox-bcv('5-5 �151� ����►r 3 1}1 F, 7/16" ��G, � 7 a 7/4k a!ji 11" f9 &E-D VVA-qj &- &CIT, LA,-Y- Cf- F—0 =d M& F-EPAf, —t� F-APP EFF�f-0-IuE ��9u F VJrLD&-r— I I I • City of Arlington Building Department REQUEST FOR REVIEW FORM NAME: A BP #: 04- laa0-� DATE: I(� c}S �/ RETURN THIS FORM BY: PROJECT SUMMARY: _TA 6 RESPONDING DEPARTMENTS: ❑ TOM C., FIRE ❑ KAREN L., UTILITIES C ❑ BILL B., NATURAL RESOURCE RECEIVED ❑ YVONNE P., PLANNING OCT 2 8 200� �REGG E., ENGINEERING ❑ JIM T., CONSULTANT COA BUILDING DEPT ❑ CHUCK W., CONSULTANT 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. ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE C WGViczee��G ex • (76 City of Arlington Building Department REQUEST FOR REVIEW FORM NAME: cj4 ', 'l 6WIV ," S BP #: 04— /4"1 DATE: ��/a s�O RETURN THIS FORM BY: L-YYS PROJECT SUMMARY: RESPONDING DEPARTMENTS: ❑ TOM C., FIRE KAREN L., UTILITIES BILL B., NATURAL RESOURCE ❑ YVONNE P., PLANNING ❑ GREGG E., ENGINEERING 0 JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT 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. ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY r)ATF. k V Z( J D 9— • City of Arlington Building Department REQUEST FOR REVIEW FORM NAME: 11LaqUA.ML's AAP- BP #:_04- DATE: b-4 RETURN THIS FORM BY: (C� e�YSy1Li ►2� S PROJECT SUMMARY: __P7/4N RESPONDING DEPARTMENTS: TOM C., FIRE ❑ KAREN L., UTILITIES ❑ BILL B., NATURAL RESOURCE ❑ YVONNE P., PLANNING ❑ GREGG E., ENGINEERING ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT 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. ❑'COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY J l' DATE /G �7 CA(— ``�Y °`� Cityof Arlington y � Fire Department �4ING" To: Building Department From: Tom Cooper Date: October 27,2004 Ref: 04-6202 1. Building is required to be protected with an Automatic Fire Sprinkler System. 2. The Fire Lane accessing from the East side must be made accessible prior to occupancy of structure. (Access to fire hydrant east of building in trees). Must be an approved and drivable surface. 3: Location of FDC to be remote from building and near the fire hydrant on the south end of the parking lot. 4. Provide fire extinguishers in areas denoted by X with circle around on submitted drawings. All floors shall be the same. Indicated on sheet A-2 5. Elevator shall be designed to accommodate a stretcher 84"x22"plus a minimum of 2 attendants. 6. Fire Detection and Smoke Alarms per requirements of Section 907 of the International Fire Code. 7. Knox Box or other approved entry system required. 115 N. McLeod • Arlington,WA 98223 • 360-403-3600 360-403-9267 fax I •. 1 II 1 1 . • y 14 1 _ • 1 ' 1 1 - • y ,- C I - • 1 1 • _ - - 1 • 1 1 r City of Arlington Building Department REQUEST FOR REVIEW FORM NAME: )/II BP #: 04- CoaD Q_ DATE: to -,:=)s-Oy RETURN THIS FORM BY:_ 10 (� PROJECT SUMMARY: Sol Li -A a�--j54,4S RESPONDING DEPARTMENTS: ❑ TOM C., FIRE ❑ KAREN L., UTILITIES ❑ BILL B., NATURAL RESOURCE 0--YVONNE P., PLANNING ❑ GREGG E., ENGINEERING ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT A 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. COMMENTS FOEFOR REVIYW RE I ,A,,TTAC�iED I�II,EMO 1 /y C.4LCtv.c �, �NO ComMEMTSHIS REVIEW OK AY T ISSUE PERMIT ❑ COMMENTS REVIEWED BY CMG DATE / L� G1� Y O, City of Arlington Development Services Planning Division FLING"° MEMO TO: Building Division CC: Gregg Eaton, Engineering Division FROM: Yvonne Page, Senior Planner DATE: November 10, 2004 RE: Stillaguamish Gardens Senior Housing Project (BP#04-6202) The following conditions must be met prior to issuance of the building permit: 1. All development shall be in substantial conformance with the approved land use development site plan received July 9, 2004, subject to any conditions or modifications that may be required as part of the site civil drawing review process. 2. The developer shall submit payment of the following estimated City of Arlington impact fees (based on 31 new multi-family residential units): Traffic at $1,038.00 per p.m.-peak-hour trip, which is 3, or $3,114.00; and community parks at $1,497.00 per new dwelling unit, which is 31, or $46,407.00. (NOTE: No school impact fees are required as the Lakewood School District granted a waiver from school impact fees.) 3. As part of the site civil construction process, the developer is required to install at least two recreational facilities that are best suited for the age bracket of seniors that will reside in this development. Such amenities may be integrated within the apartment complex. 4. The developer shall pay transportation impact fees to Snohomish County and WSDOT, and the developer shall submit to the City of Arlington proof of payment of the required fees. 5. The developer shall clear all outstanding Planning Division land use and Engineering Division permit-processing accounts with the City. (As of this date, there is NOT sufficient balance in the Planning Division account to allow the developer to clear the account and a bill has been sent. Please check with Sonya before issuing the building permit.) In addition, all of the conditions of Stillaguamish Gardens Senior Housing Special Use Permit (File S-04-039) shall apply to the development of the property. /YrJe Page G`�Y o� Statement City of Arlington • Development Services,Planning Division 7 238 North Olympic Avenue A'LING C� Arlington,WA 98223 Applicant: Stillaguamish Senior Center Project Name: Stilly Gardens Jo Olson,Director Project file#: S-04-039 18308 Smokey Point Blvd Arlington,WA 98223 Date Per Hr Transaction Balance Payments Balance Forward $0.00 07.09.04 Fee$225&deposit CR#15996 $3,525.00 Total Payments .1$3,525.00 Misc Charges 07.09.04 Special use permit fee CR#15996 -$125.00 07.09.04 Design review -$100.00 07.21.04 ArlingtonTimes invoice#26489 -$63.28 07.21.04 The Herald invoice#100277 -$50.56 08.04.04 The Herald invoice#100277 -$48.64 08.04.04 Arlington Times invoice#26544 -$51.42 09.20.04 Earth Tech invoice#43032.111.322211 -$567.70 Remaining funds transferred to Engineering 09.27.04 Review $2,412.53 Total Misc Charges ' -$3,419.13 Staff Time Charges Hourly Rate Bill B.,Natural Resource Manager -$55.94 $0.00 Cliff S.,Planning Manager -$63.20 $0.00 Cristy B., Engineering Coordinator -$41.38 $0.00 Dale C.,Airport Coordinator -$37.21 $0.00 08.06.04 0.5 Dave A.,Building Official -$54.99 -$27.50 07.27.04 1 Gregg E.,Engineering Technician -$39.23 -$39.23 John G.,Police Chief -$79.76 $0.00 Karen L.,Utilities Supervision -$62.09 $0.00 07.04,08.04 12 Kristi R.,Planner -$41.63 -$499.56 Marc H.,Code Enforcement Officer -$50.64 $0.00 07.04, 0.5 Sarah H.,Landscape -$42.25 -$21.13 05.04, 2 Sonya B.,Permit Coordinator -$36.18 -$72.36 07.22, 2 Terry C.,Special Projects -$48.56 -$97.12 07.04, 0.5 Tom C.,Deputy Fire Chief -$69.43 -$34.72 07.04,08.04,1 4.5 Yvonne P., Senior Planner -$48.48 -$218.16 Total Staff Charges -$1,009.77 AMOUNT DUE(-)or FUNDS REMAINING(+) -$903.90 11/10/2004 i EC- COVE Z6M City of Arlington Utilities Div. Building Department REQUEST FOR REVIEW FOR / NAME: BP #: 04- 10r DATE: RETURN THIS FORM BY: !Lo PROJECT SUMMARY: RESPONDING DEPARTMENTS: ❑ TOM C., FIRE UTILITIES ❑ BILL B., NATURAL RESOURCE ❑ YVONNE P., PLANNING ❑ GREGG E., ENGINEERING ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT 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. COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE i I - (7 /o,4 City of . • Public • Division Memo To: David Anderson, Building Official From: Reta Shepard, Utilities Specialist CC: Gus Tararan, Ken Renfro Date: 11-16-04 Re: Utility Review, BP#04-6202, Stillaguamish Gardens, 18308 Smokey Pt Blvd The construction documents submitted with building permit #04-6202 have been reviewed for compliance with Utilities Division regulations. Comments are as follows: 1. Page M2.0 shows a fire sprinkler and domestic line entering the building inside the mechanical room a. Shown is a 2"domestic line, is this the size water meter you want? b. We assume the Fire Sprinkler System is on a separate permit and will review it when it is applied for. 2. The drawings have no reference or detail for backflow assemblies. a. On the domestic service install a Reduced Pressure Backflow Assembly(RPBA) after the meter and before any branch connections, provide freeze protection. Alternately the assembly may be installed inside the mechanical room if adequate space is provided for testing, maintenance and repair. b. Install a RPBA to the cold water supply for the water makeup to the hot water heaters; provide adequate space for testing, maintenance and repair. c. For a fire sprinkler system with chemical addition install a Reduced Pressure Detector Assembly (RPDA). For a fire system without chemical addition install a Double Check Detector Assembly (DCDA). You may install the DCDA of RPDA in a vault outside, per City of Arlington Standard, or inside the mechanical room if adequate space is provided for testing, maintenance and repair; d. All backflow assemblies shall appear on the State of Washington Department of Health list of approved assemblies. e All the assemblies shall be tested by a State of Washington certified Backflow Assembly Tester, at owners expense. f. The City of Arlington Water Department shall inspect the backflow assemblies after they have been tested.You will need to provide a copy of the test report before calling for inspection. 0 Page 1 g. Do you plan to have a landscape irrigation system? If yes, a separate meter must be installed. A Double Check Valve Assembly (DCVA) shall be installed after the meter, per City of Arlington Standard W-13. Please state the size of meter required. 3. Applicant must call for inspections at the following points of construction: a. Prior to covering interior piping. b. Prior to covering underground piping. c. Prior to requesting final inspection by the Building Department. 4. Applicant must complete and return the enclosed Cross Connection Surrey. Please provide the requested information so we may finish processing your construction application review. I can be contacted at 360-403-3524 to answer your questions. *Page 2 I �� i 3 s G1�Y O1, City of Arlington Development Services RECEIVEDSpecial Use Permit 9�1 IN G"V0 SEP 0 7 2004' September 8, 2004 Stillagua�irl %AQMM it Housing S-04-039 A. PROJECT DESCRIPTION AND REQUEST Stillaguamish Senior Center requests a special use permit for development of a 31-unit senior apartment complex in one three-story building on an approximately 34,980 square foot lot. The applicant also proposes stormwater detention facilities, parking, and landscaping in accordance with City of Arlington standards. Water and sewer will be provided by the City of Arlington. The site is zoned Residential High Density. B. GENERAL INFORMATION 1 Applicant/Contact Person: Gregory Minaker, 303 North Olympic Avenue, Arlington, WA 98223. 2 Owner: Stillaguamish Senior Center, 18308 Smokey Point Boulevard, Arlington, WA 98223. 3. General Location: The site is located at 18308 Smokey Point Boulevard, in Section 20, Township 31 N, Range 05 E, WM. 4. Address of Property: 18308 Smokey Point Boulevard, Arlington, WA. 5. Description of Proposal: Development of a 31-unit senior apartment complex. 6. Acreage: Approximately 0.8 acres or 34,980 square feet. 7 Comprehensive Plan Land Use Designations, Zoning Designation and Existing Land Uses of the Site and Surrounding Area: AREA LAND USE DESIGNATION ZONING EXISTING USE j Project Site High Density Residential R-HD Vacant North of Site High Density Residential R-HD Residential South of Site Medium High Density Residential R-MD Residential East of Site High Density Residential R-HD Residential West of Site High Density Residential R-HD Residential \\Engineering\Planning User Documents\kremle\Stilliguamish Gardens S-04-039\Stilly permit.doc kjr;9/8/2004 Page 1 of 7 I A I Special Use Permit September 8, 2004 Stillaguamish Gardens Senior Housing S-04-039 8. Public Utilities and Services Provided by: Water: City of Arlinqton Gas: Cascade Natural Gas Sewer: Citv of Arlinqton Cable TV: Comcast Garbage: Waste Manaqement Northwest Police: City of Arlington Storm Water: City of Arlington Fire: City of Arlington Telephone: Verizon School: Lakewood School District Electricity: Snohomish Countv PUD#1 Hospital: Cascade Valley Hospital 9. Public Notification: A Notice of Application was published, posted, and mailed on July 21, 2004, and a Notice of Mitigated Determination of Nonsignificance (MDNS) was published, posted, and mailed on August 4, 2004. C. ENVIRONMENTAL REVIEW An MDNS was issued on August 4, 2004, with a 14-day comment period; no comments have been received at this time. Mitigation measures from the MDNS are included as conditions to this project (see Section G, CONDITIONS). D. BACKGROUND The subject special use permit application was received by the City of Arlington on July 9, 2004, and the application was deemed complete on July 15, 2004. E. FINDINGS OF FACT 1. Application Process: The special use permit application was received by the City of Arlington on July 9, 2004. The application was deemed complete on July 15, 2004. Per AMC §20.16.140, decisions on special use permits are made by the planning manager unless an interested party requests a hearing. No hearing was requested on this project. 2. Comprehensive Plan, Zoninq, and Permissible Uses: The City of Arlington Comprehensive Plan identifies this area as High Density Residential and the subject property is zoned Residential High Density per AMC §20.36.100 (zoning map). Per AMC Table 20.40-2, the proposed use (Use 1.300, Multi-Family Apartments) is a permitted use. 3 Density and Dimensional Standards: Per AMC Table 20.48-4, Density and Dimensional Standards, the proposed development complies with the following standards for the High Density Residential: minimum lot size (4,300), width (45 feet), street setback (0 or 20 feet), and lot boundary setbacks (0 feet) and with maximum building height (45 feet) and lot coverage (75 percent). 4. Design: Per AMC §20.46.010, developments in the Residential High Density zone shall conform to the applicable guidelines or standards set forth in the Design Guidelines. On August 17, 2004, the Design Review Board reviewed the design of this development. The Design Review Board determined that the project meets the required design review guidelines pursuant to the Land Use Code and Design Review Decision dated August 18, 2004. \\Engineering\Planning User DocumentsWemle\Stilliguamish Gardens S-04-039\Stilly permit.doc kjr;9/8/2004 Page 2 of 7 Special Use Permit September 8, 2004 Stillaguamish Gardens Senior Housing S-04-039 5. Off-street Parking: Per AMC Table 20.72-6, the required parking for the proposed use (Use 1.300, Multi-Family Apartments) is 31 parking spaces at 1 space per unit for multi-family units limited to senior citizens. The proposed site plan shows 31 parking`spaces, 2 of which are handicap accessible. Per AMC §20.72.100, no loading space is required for the building because the normal operation does not require that goods, merchandise, or equipment be routinely delivered to or shipped from the building. This meets the minimum requirements. 6. Screening and Trees: Per AMC Table 20.76-9, no screening is required for the multi-family uses to the north and east, but the required screening for the single- family residences to the south and west is Type B, which requires a minimum of 5 feet of Semi-Opaque Screen along adjacent borders. The site is not adjacent to any streets, so no frontage landscaping is required. The applicant is proposing landscaping around the perimeter of the site meeting Type B standards. Per AMC §20.76.130, a minimum of 20 percent of the vehicle accommodation area must be shaded. (NOTE: Screen types are described in AMC §20.76.040, and suggested planting patterns to achieve the required standards are included in the Public Works Construction Standards and Specifications.) The landscape plan reflects sufficient screening and parking area landscaping to meet the general landscape requirements specified in AMC Chapter 20.76. The final site plan shall comply with the requirements of AMC Chapter 20.76. Plant material must be guaranteed for one year, with any replacements guaranteed for one year also. 7. Open Space: Per AMC §20.52.030, .the site contains approximately 0.8 acres or 34,980 square feet and of that 5% of the total area or approximately 1,749 square feet of the development shall remain as permanent usable open space. The applicant has set aside approximately 3,203 square feet of property located in the north and west side of the building to be used as open space. This meets the minimum requirement. 8. Schools: The proposed development will add 31 new households, with no children, to the Lakewood School District. To mitigate impacts of the proposed development on public schools, the developer shall submit payment to the Arlington School District for each new dwelling unit at the school impact fee in effect at the time of payment. (NOTE: The current school impact fee for the Lakewood School District is $0 per Multi-Family (1-bedroom units). Attached is a letter from the Lakewood School District dated August 12, 2004, granting a waiver from the school mitigation fee (Attachment 2). 9. Recreation: The proposed development will add 31 new households, with no children, to the City of Arlington. Per AMC Chapter 20.52, the developer is required to provide 2,821 square feet suitable for development of a mini-park. This is based on 65 square feet per person for 31 multi-family dwelling units at an average of 1.4 persons per dwelling unit for a total of 43.4 persons. The developer has proposed to set aside 4,946 square feet, which meets the minimum requirement. Pursuant to AMC §20.52.020(a), the developer shall install at least two recreational facilities that are best suited for the age bracket of seniors that will reside in this development. Such amenities may be integrated within the apartment complex. AMC §20.90.400 requires the developer to pay a community park impact fee for each new dwelling unit at the fee in effect at the time of payment. (NOTE: Resolution #690 sets the current park impact fee at \\Engineering\Planning User Documents\kremle\Stilliguamish Gardens S-04-039\Stilly permit.doc kjr;9/8/2004 Page 3 of 7 Special Use Permit September 8, 2004 Stillaguamish Gardens Senior Housing S-04-039 $1,497.00 per multi-family dwelling unit, but this may change.) Park impact fees shall be paid prior to issuance of the building permit. The applicant requested a waiver or reduction of park impact fees; however, AMC §20.90.400 has no provision for such a request. 10. Streets and Sidewalks: The proposed development is located in the southwest corner of a portion of the Stillaguamish Senior Housing Complex at 18308 Smokey Point Boulevard. It is anticipated that this project will add 108 average daily trips, which includes 3 p.m.-peak-hour trips, to the street system as well as pedestrian and bicycle trips. The site will be accessed from Smokey Point Boulevard. a. Frontage Improvements - To mitigate safety impacts and provide both vehicular and pedestrian access to the project, AMC §20.56.170 provides that no permit may be issued for a project unless and until all roads on which the project fronts are developed to their full 3/4-street standards. The AMC provides for various ways for this to happen. In this instance, the city engineer has determined that frontage improvements along the remaining uncontrolled areas on Smokey Point Boulevard, to consist of restricting access, relocating parking, and installing landscaping, is deemed to satisfy this requirement. Improvements shall be done in accordance with the Public Works construction standards. Improvements satisfying this requirement shall be shown on the site civil construction drawings. (NOTE: The city engineer's determination regarding frontage improvements in this instance shall in no way be applicable to or be deemed precedent for any other property, applicant, or land use application. In addition, the applicant should be aware that future projects, regardless of size, will require additional frontage improvements.) b. Impact Fees — To mitigate impacts to the City's overall transportation system, AMC §20.90.040 requires the developer to pay transportation impact fees for each new p.m.-peak-hour trip (3 p.m.-peak-hour trips). The fee shall be that fee in effect at the time of payment. (NOTE: The current transportation impact fee is $1,038.00 for each p.m.-peak-hour trip, but this may change.) City transportation impact fees shall be paid prior to issuance of any building permits. C. State and County Facilities— Pursuant to the SEPA MDNS, transportation mitigation fees shall be paid to WSDOT, and pursuant to the City's Reciprocal Traffic Mitigation Interlocal Agreement, transportation mitigation fees shall be paid to Snohomish County for this project's proportionate share of average daily trips and their impacts to state and county transportation facilities. The developer shall submit proof of payment of the required fees prior to issuance of any building permits. 11 Storrwater Management: Per AMC §20.64.300, all stormwater systems shall be in compliance with AMC Chapter 13.28, Stormwater Management, and the Department of Ecology's Stormwater Management Manual for the Puget Sound Basin (The Technical Manual). A preliminary review of the system indicates that they have a conceptually feasible plan. A detailed drainage review will occur during the site civil construction review process. 1Z Environmentally Critical Areas: Per AMC Chapter 20.88, the site does not lie within any known environmentally critical areas. \\Engineering\Planning User DocumentsUvemle\Stilliguamish Gardens 5-04-039\Stilly permit.doc kjr;9/8/2004 Page 4 of 7 ,. + I ' - Special Use Permit , September 8, 2004 Stillaguamish Gardens Senior Housing S-04-039 13. Potential Cultural Resources: The Stillaguamish Tribe has expressed concern about potential cultural resources in the area where the proposed project will occur. If any archaeological materials are discovered on the site, the State Historical Preservation Officer, the Stillaguamish Tribe, and the City of Arlington shall be contacted and measures taken to preserve the materials and the site. 14. Airport Management: The Arlington Municipal Airport requires that street lamps or light poles located on the property be down-shielded as to avoid interfering with flight operations. 15. Water and Sanitary Sewer: Adequate water and sewer service is available to the site from the City of Arlington (utility extensions may be required); utility services, fire hydrants and fire protection are required and will be reviewed when construction drawings are submitted. All existing and planned utilities shall be shown on the site civil construction drawings. Water and sanitary sewer general facility charges may be assessed when construction drawings are submitted. All fees shall be paid before connection is made to the water or sanitary sewer utility. All utilities shall be operational prior to building certificate of occupancy. F. CONCLUSIONS 1. The City of Arlington Comprehensive Plan identifies this area as being High Density Residential and the subject property is zoned Residential High Density per AMC §20.36.100 (zoning map). Per AMC Table 20.40-2, the proposed use (Use 1.300, Multi-Family Apartments) is a permitted use. Therefore, the proposed development as noted and conditioned is consistent with policies governing those types of uses and is allowed in the Residential High Density zone. 2. The requested special use permit, as conditioned, is consistent with all AMC requirements, permit processing procedures, and all other applicable codes. 3. The special use permit should be approved subject to conditions noted below. G. CONDITIONS The applicant shall meet the following required conditions in order to receive approval for the special use permit. 1. All development shall be in substantial conformance with the approved site plan received July 9, 2004, subject to any conditions or modifications that may be required as part of the special use permit and site civil construction plan review. 2. Prior to issuance of a building permit, the applicant shall file a drainage plan and site civil construction plans, which meet the following conditions, in conjunction with a building permit application. The final site plan shall comply with all requirements of the Land Use Code, Uniform Building Code, Uniform Fire Code and Public Works Construction Standards and Specifications. \\Engineering\Planning User DocumentsWemle\Stilliguamish Gardens S-04-039\Stilly permit.doc kjr;9/8/2004 Page 5 of 7 � �; '1 Special Use Permit September 8, 2004 Stillaguamish Gardens Senior Housing S-04-039 3. The developer shall meet all local, state, or federal code requirements. Attached is a list of code requirements that are specifically called to the developer's attention. It is in no way intended to be a complete list of code requirements but a general checklist of major steps and issues. Please refer to the AMC for a complete list of code requirements for your particular project type. 4. The developer shall install at least two recreational facilities that are best suited for the age bracket of seniors that will reside in this development. Such amenities may be integrated within the apartment complex. 5. The developer shall install frontage improvements along the remaining uncontrolled areas on Smokey Point Boulevard, to consist of restricting access, relocating parking, and installing landscaping. Improvements shall be done in accordance with the Public Works construction standards. Improvements satisfying this requirement shall be shown on the site civil construction drawings. (NOTE: The applicant should be aware that future projects, regardless of size, will require additional frontage improvements.) 6. Prior to issuance of the building permit, the developer shall submit payment of the following City of Arlington impact fees (estimated based on 31 new dwelling units and/or 3 new p.m.-peak-hour trips): Impact/Mitigation Fee Units/p.m.- Current Estimated peak-hour $/Unit Amount ($) trips City Traffic 3 p.m.-peak- 1,038 3,114 hour trips City Community Parks 31 1,497 46,407 Schools 31 0* 0* TOTAL 31 2,535 49,521 NOTE: Actual impact fees due are those as set by resolution at the time the fees are paid. These amounts are provided here as an estimate. They may either increase or decrease by the time they are paid. *Attached is a letter from the Lakewood School District dated August 12, 2004, granting a waiver from the school mitigation fees (Attachment 2). 7. Prior to issuance of a building permit, the developer shall pay transportation impact fees to WSDOT and Snohomish County for this project's proportionate share of average daily trips, and the developer shall submit to the City of Arlington proof of payment of the required fees. 8. If any archaeological materials are discovered on the site, the developer shall contact the State Historical Preservation Officer, the Stillaguamish Tribe, and the City of Arlington and take measures to preserve the materials and the site. 9. Prior to issuance of a grading or building permit, the developer shall clear all outstanding Planning Division and Engineering Division permit-processing accounts with the City. \\Engineering\Planning User Documents\kremle\Stilliguamish Gardens S-04-039\Stilly permit.doc kjr;9/8/2004 Page 6 of 7 '� C. � � S' Special Use Permit September 8, 2004 Stillaguamish Gardens Senior Housing S-04-039 10. Per AMC §20.16.220, this special use permit shall expire automatically one year of the below date of approval if the use is not commenced or if less than 10 percent of the total construction cost has not been completed. H. APPEALS Per AMC §20.20.010, to appeal this decision, an appeal application must be filed, with all required fees, within 14 days of the date of issuance of this permit. The Hearing Examiner would hear the appeal of the permit and his/her decision would be considered the City's final decision on the underlying governmental action. I. DECISION The special use permit is hereby APPROVED, subject to the conditions specified in Section G above. J. EXHIBITS 1. Approved drawings received by the City of Arlington on July 9, 2004. 2. Letter from Lakewood School District dated August 12, 2004, granting a waiver from the school mitigation fees (on file at City Hall). 3. File S-04-039 (Stillaguamish Gardens Senior Housing) (on file at City Hall). ORDERED THIS 8TH DAY OF SEPTEMBER 2004. `�� l CII trong, Planning Mana er R sp nsible Official • regory Minaker, 303 North Olympic Avenue, Arlington, WA 98223 • Stillaguamish Senior Center, 18308 Smokey Point Boulevard, Arlington, WA 98223 • Gregg Eaton, Engineering Technician, Development Services, Engineering Division • Dave Anderson, Building Official, Development Services, Building Division • Kerry Wentz, Plans Examiner, Development Services, Building Division • Karen Latimer, Utilities Manager, Development Services, Utilities Division • Bill Blake, Natural Resources Manager • Dale Carman, Airport Coordinator, Arlington Airport • Sarah Hegge, Recreation Coordinator \\Engineering\Planning User DocumentsWemle\Stilliguamish Gardens S-04-039\Stilly permit.doc kjr;9/8/2004 Page 7 of 7 r. � .4. .. November 12, 2004 Permit#: #04-6202 Stillaguamish Senior Center Address: 18508 Smokey Point Blvd Arlington, Washington Code Info: 2003 International Building Code R-2, NFPA 13-R Sprinkler V-B Construction, 3-story Floor Area: Actual 25,266 sf Allow 35,700 sf SDC: D Basic Wind Speed: 85 mph Exposure: B David W. Anderson Building Official City of Arlington 238 N. Olympic Avenue Arlington, WA 98223 Dear Mr. Anderson: We have completed our review of the Stillaguamish Senior Center. The plans have been reviewed for compliance with the 2003 International Building Code, the 2003 WSEC, 2003 WSVIAQ Code and 2003 International Mechanical Code. For questions regarding this review contact CWA Consultants. Please provide two complete sets of the plans with the resubmittal. General 1 . The IBC does not have a Type V 1-hour designation for the type of construction. If this is used, the correct designation should be Type V-A. Table 503. 2. Generally I do not recommend lessening the construction requirements indicated on the plans by the architect. However, since the IBC is new and numerous changes from the UBC h6ve occurred, the following are some suggested changes that may be made to the plans and still have the building comply with the requirements of the 2003 IBC. a City of Arlington -#04-6202(6tillaguamish Sr Center) November 12, 2004 Page 2 of 5 3. The 2003 IBC does not require any special construction for this particular building. The one-hour construction required by the UBC for 3-story apartments is no longer required. The building may be of Type V-B (non-rated). 4. Per Table 503 the allowable number of stories for a Type V-B, R-2 occupancy is 2. However, Section 504.2 permits the number of stories to be increased to 3 where a sprinkler system (including an NFPA 13-R system) is provided. The sprinkler system may be an NFPA 13-R system. 5. Per Table 602 no rating would be required for the exterior walls based on location to property line since all exterior walls appear to be > 10' from the property lines. 6. Finally, since the building fronts a 30' open space for approximately 75% of the total perimeter the increase for yards is 50%. Section 506.2. The allowable area for the building may be as follows: a. Basic allowable area: V-B, R-2 7,000 sf Table 503 b. Yard Separation 7,000 x 0.50 Section 506.2 Multi Story Increase 3 x (a+b) Section 506.4 TOTAL allowable 31,500 sf > 25,266 sf OK Construction 1. The floor/ceiling and walls used for the dwelling unit separation and corridor walls required by Sections 708 and 711.3 may be reduced to Y2-hour if a sprinkler system complying with NFPA 13 (not NFPA 13-R) is provided. Section 708.3, exception 2. Based on Section 721.6 the Y2-hour rating for the separation wail may be achieved by using standard '/2" gypboard. Regardless of the fire resistive rating the dwelling separation wall must be continuous to the underside of the roof sheathing. The plans should be clarified. 2. The fire dampers shown on the third floor plan (Sheet M3.2) may be deleted since the building could be non-rated. 3. The dampers shown within the floor/ceiling assembly on the other levels (dwelling unit separation) may be ceiling radiation dampers or enclosed within the joist space that is lined within 5/8" Type X gypboard. If this is used, a detail should be provided. 4. The enclosure for the corridor ventilation system should be a one-hour rated shaft enclosure. The plans should be clarified. i ,_ S• •� City of Arlington -#04-6202 tstillaguamish Sr Center) November 12, 2004 Page 3 of 5 5. For Type V-B construction the walls of the exit enclosures that are exposed to the exterior are not required to be of fire resistive construction. However, the exterior walls of the exit enclosures and the adjacent building must comply with Section 1019.1.4. The plans should be clarified. Any openings into the building within specified limitations must be protected. 6. Details should be provided for protection of all the through-penetrations and membrane penetrations of all fire resistive wall and floor assemblies. Section 712. These should be listed assemblies with listing number provided. 7. The door schedule should indicate that corridors should comply with the UL 1784. The notes should state that all smoke and draft assemblies be tested for a maximum allowable leakage rating of 3 cfm per square foot and be labeled with an "S" rating. Section 715.3.5.3. 8. All glazing within a 24" arc of either vertical edge of all doors (in the closed position) must be shown as safety glazing. The specific location of all safety glazing must be indicated on the plans. Section 2406.4, Item 6 9. Safety glazing is required in all glass within 5' of the bottom and top of stairways and landings, where the bottom edge of the glass is less than 60" above the walking surface. Section 2406.4, Item 11 10.Attic access is required to each separate attic area. Each access port must be a minimum of 22" x 30" and should be shown on the plans. Sections 1203 & 1209, 11.Calculations must be provided which show that the minimum attic ventilation of 1:300 is provided. Section 1203 12.Details should be provided for installation of the suspended ceiling system. Accessibility 1. Van-accessible parking spaces should be 8' wide, with adjacent 8' wide access aisles (which may be shared with an adjoining space). 2. A curb cut ramp should be shown from the accessible parking access aisles to the sidewalk, unless details are provided showing that the sidewalk is at the same level as the parking spaces. 3. The maximum side slope for curb cut ramps should be shown as 1:12, where the width of the sidewalk at the top of the ramp is less than 48". 4. All doors in the building which have a latch set or lock set should have lever-type operating hardware. .J _ City of Arlington -#04-6202 t6tillaguamish Sr Center) November 12, 2004 Page 4 of 5 5. Door thresholds should be shown as no higher than 1/2". The edges should be beveled at 1 vertical: 2 horizontal, with a maximum edge height of 1/4". 6. The length, height, diameter, wall clearance, and position of the two grab bars at the water closet should be dimensioned on the plans. 7. Dispensers and receptacles should be detailed so as not to interfere with the unobstructed floor space or grab bar utilization. 8. Areas of evacuation assistance (AoEA) are required at each exit on the second and third stories. The requirements for space sizes, locations, signage, two-way communications and 48" clear between stair handrails should be shown. In lieu of AoEA, the building may be equipped with quick response sprinklers and a written fire- and life-safety emergency evacuation plan which specifically addresses the evacuation of persons with disabilities. The plan must be submitted for approval by the building official and fire marshal. Energy & VIAQ The plans are acceptable as submitted. Mechanical Except as noted above the mechanical plans are acceptable as submitted. Structural 1. Special inspection is required for the concrete construction. 2. The framing and support of the roof framing over the entry ways should be clarified on the structural plans. See cross sections A, B&D/A4. 3. The calculations for the lateral force distribution assume a rigid horizontal diaphragm. For the rigid diaphragm analysis to be used the diaphragm deflection must be less than 2 times the average story drift. Section 9.5.2.3.1, ASCE 7. . For plywood shear wall and horizontal diaphragms Equations 23-1 and 23-2 must be used for this comparison. For the record based on my experience the H/W ratio of the diaphragm has little to do with the actual diaphragm deflection. The major deflection is related to nail slip which is a function of the lateral force in plf. The IBC equation for the horizontal diaphragm assumes a fully blocked, uniformly nailed condition which rarely exists in practice. A correction factor of 4- 6 must be applied to the equation in order to account for an unblocked, non- uniformly nailed condition. Additionally, the gyperete cannot be used for increasing the diaphragm stiffness since it is neither connected to the plywood flooring nor placed as a continuous unit (walls are erected first). Due to the number and stiffness of shear walls it is doubtful that the diaphragm deflection is i ��� ��. i . - . I City of Arlington -#04-6202 (atillaguamish Sr Center) November 12, 2004 Page 5 of 5 less than 2 times the story deflection in either direction. Although I believe a flexible analysis should be used, due to the number and location of the shear walls (relatively uniform) it is doubtful that the lateral force distribution will change significantly. Therefore, it is my opinion that the plans are acceptable as provided except as indicated below. 4. For considering seismic forces the maximum h/w for the shear walls is limited to 2:1 without reductions. For h/w > 2:1 but < 3.5:1 the allowable shear from Table 2306.4.1 shall be multiplied by 2w/h. For the 10' high walls a reduction in the allowable values must be shown for wall panels less than 5' in length. Table 2305.3.3, footnote a. 5. It is not clear to me if the forces shown on the framing plans at the ends of the shear walls are hold-down forces. If so, then Detail E/S4.4 should be referenced in the legend so that the type of hold down required is clear. 6. Some of the references in the "DETAIL/COMMENT" section of the general notes of the framing plans are not complete or mislabeled. These should be corrected. Please instruct the designer to indicate on a separate letter which sheet or detail the corrections may be found and to REVISE AND RESUBMIT THE PLANS. Please feel free to contact me if there are any questions. Sincerely, Chuck Williams SE CWA Consultants 22421 NE 20th Street Sammamish, WA 98074 Phone: (425) 836-2833 FAX: (425) 836-3707 E-Mail: chuck.cwa@verizon.net Y O� City of Arlington Development Services 7�� -o Special Use Permit lING September 8, 2004 Stills uamish Gardens Senior Housing S-04-039 A. PROJECT DESCRIPTION AND REQUEST Stillaguamish Senior Center requests a special use permit for development of a 31-unit senior apartment complex in one three-story building on an approximately 34,980 square foot lot. The applicant also proposes stormwater detention facilities, parking, and landscaping in accordance with City of Arlington standards. Water and sewer will be provided by the City of Arlington. The site is zoned Residential High Density. B. GENERAL INFORMATION 1. Applicant/Contact Person: Gregory Minaker, 303 North Olympic Avenue, Arlington, WA 98223. 2 Owner: Stillaguamish Senior Center, 18308 Smokey Point Boulevard, Arlington, WA 98223. 3. General Location: The site is located at 18308 Smokey Point Boulevard, in Section 20, Township 31 N, Range 05 E, WM. 4, Address of Property: 18308 Smokey Point Boulevard, Arlington, WA. 5. Description of Proposal: Development of a 31-unit senior apartment complex. 6. Acreage: Approximately 0.8 acres or 34,980 square feet. 7. Comprehensive Plan Land Use Designations, Zoning Designation and Existing Land Uses of the Site and Surrounding Area: AREA XHinh SE DESIGNATION ZONING EXISTING USE Pro*ect Site nsit Residential North of Site Density Residential R-HD Vacant South of Site Hi h Densit Residential R-HD Residential East of Site nsit Residential R-MD Residential 1. West of Site High Density Residential R-HD Residential R-HD Residential RECENED OCT 2 5 \\Engineering\Planning user Documents\kremle\Stilliguamish Gardens S-04-039\Stilly permit.doc G DEPT kjr;9/8/2004 �� �1 t1,�ll ��� Page 1 of 7 L 1 I Special Use Permit September 8, 2004 Stillaguamish Gardens Senior Housing S-04-039 8. Public Utilities and Services Provided by: Water: Citv of Arlington Gas: Cascade Natural Gas Sewer: Citv of Arlinqton Cable TV: Comcast Garbaqe: Waste Manaqement Northwest Police: Citv of Arlinqton Storm Water: City of Arlinqton Fire: City of Arlington Telephone: Verizon School: Lakewood School District Electricity: Snohomish Countv PUD#1 Hospital: Cascade Vallev Hospital 9. Public Notification: A Notice of Application was published, posted, and mailed on July 21, 2004, and a Notice of Mitigated Determination of Nonsignificance (MDNS) was published, posted, and mailed on August 4, 2004. C. ENVIRONMENTAL REVIEW An MDNS was issued on August 4, 2004, with a 14-day comment period; no comments have been received at this time. Mitigation measures from the MDNS are included as conditions to this project (see Section G, CONDITIONS). D. BACKGROUND The subject special use permit application was received by the City of Arlington on July 9, 2004, and the application was deemed complete on July 15, 2004. E. FINDINGS OF FACT 1. Application Process: The special use permit application was received by the City of Arlington on July 9, 2004. The application was deemed complete on July 15, 2004. Per AMC §20.16.140, decisions on special use permits are made by the planning manager unless an interested party requests a hearing. No hearing was requested on this project. 2. Comprehensive Plan, Zoning, and Permissible Uses: The City of Arlington Comprehensive Plan identifies this area as High Density Residential and the subject property is zoned Residential High Density per AMC §20.36.100 (zoning map). Per AMC Table 20.40-2, the proposed use (Use 1.300, Multi-Family Apartments) is a permitted use. 3. Density and Dimensional Standards: Per AMC Table 20.48-4, Density and Dimensional Standards, the proposed development complies with the following standards for the High Density Residential: minimum lot size (4,300), width (45 feet), street setback (0 or 20 feet), and lot boundary setbacks (0 feet) and with maximum building height (45 feet) and lot coverage (75 percent). 4. Design: Per AMC §20.46.010, developments in the Residential High Density zone shall conform to the applicable guidelines or standards set forth in the Design Guidelines. On August 17, 2004, the Design Review Board reviewed the design of this development. The Design Review Board determined that the project meets the required design review guidelines pursuant to the Land Use Code and Design Review Decision dated August 18, 2004. \\Engineering\Planning User Documents\kremle\Stilliguamish Gardens S-04-039\Stilly permit.doc kjr;9/8/2004 Page 2 of 7 ., y: Special Use Permit September 8, 2004 Stillaguamish Gardens Senior Housing S-04-039 5. Off-street Parking: Per AMC Table 20.72-6, the required parking for the proposed use (Use 1.300, Multi-Family Apartments) is 31 parking spaces at 1 space per unit for multi-family units limited to senior citizens. The proposed site plan shows 31 parking spaces, 2 of which are handicap accessible. Per AMC §20.72.100, no loading space is required for the building because the normal operation does not require that goods, merchandise, or equipment be routinely delivered to or shipped from the building. This meets the minimum requirements. 6. Screening and Trees: Per AMC Table 20.76-9, no screening is required for the multi-family uses to the north and east, but the required screening for the single- family residences to the south and west is Type B, which requires a minimum of 5 feet of Semi-Opaque Screen along adjacent borders. The site is not adjacent to any streets, so no frontage landscaping is required. The applicant is proposing landscaping around the perimeter of the site meeting Type B standards. Per AMC §20.76.130, a minimum of 20 percent of the vehicle accommodation area must be shaded. (NOTE: Screen types are described in AMC §20.76.040, and suggested planting patterns to achieve the required standards are included in the Public Works Construction Standards and Specifications.) The landscape plan reflects sufficient screening and parking area landscaping to meet the general landscape requirements specified in AMC Chapter 20.76. The final site plan shall comply with the requirements of AMC Chapter 20.76. Plant material must be guaranteed for one year, with any replacements guaranteed for one year also. 7. Open Space: Per AMC §20.52.030, .the site contains approximately 0.8 acres or 34,980 square feet and of that 5% of the total area or approximately 1,749 -� square feet of the development shall remain as permanent usable open space. The applicant has set aside approximately 3,203 square feet of property located in the north and west side of the building to be used as open space. This meets the minimum requirement. 8. Schools: The proposed development will add 31 new households, with no children, to the Lakewood School District. To mitigate impacts of the proposed development on public schools, the developer shall submit payment to the Arlington School District for each new dwelling unit at the school impact fee in effect at the time of payment. (NOTE: The current school impact fee for the Lakewood School District is $0 per Multi-Family (1-bedroom units). Attached is a letter from the Lakewood School District dated August 12, 2004, granting a waiver from the school mitigation fee (Attachment 2). 9. Recreation: The proposed development will add 31 new households, with no children, to the City of Arlington. Per AMC Chapter 20.52, the developer is required to provide 2,821 square feet suitable for development of a mini-park. This is based on 65 square feet per person for 31 multi-family dwelling units at an average of 1.4 persons per dwelling unit for a total of 43.4 persons. The developer has proposed to set aside 4,946 square feet, which meets the minimum requirement. Pursuant to AMC §20.52.020(a), the developer shall install at least two recreational facilities that are best suited for the age bracket of seniors that will reside in this development. Such amenities may be integrated within the apartment complex. AMC §20.90.400 requires the developer to pay a community park impact fee for each new dwelling unit at the fee in effect at the ` time of payment. (NOTE: Resolution #690 sets the current park impact fee at \\Engineering\Planning User DocumentsWemle\Stilliguamish Gardens S-04-039\Stilly permit.doc kjr;9/8/2004 Page 3 of 7 Special Use Permit September 8, 2004 Stillaguamish Gardens Senior Housing _ S-04-039 $1,497.00 per multi-family dwelling unit, but this may change.) Park impact fees shall be paid prior to issuance of the building permit. The applicant requested a waiver or reduction of park impact fees; however, AMC §20.90.400 has no provision for such a request. 10. Streets and Sidewalks: The proposed development is located in the southwest corner of a portion of the Stillaguamish 'Senior Housing Complex at 18308 Smokey Point Boulevard. It is anticipated that this project will add 108 average daily trips, which includes 3 p.m.-peak-hour trips, to the street system as well as pedestrian and bicycle trips. The site will be accessed from Smokey Point Boulevard. a. Frontage Improvements - To mitigate safety impacts and provide both vehicular and pedestrian access to the project, AMC §20.56.170 provides that no permit may be issued for a project unless and until all roads on which the project fronts are developed to their full 3/4-street standards. The AMC provides for various ways for this to happen. In this instance, the city engineer has determined that frontage improvements along the remaining uncontrolled areas on Smokey Point Boulevard, to consist of restricting access, relocating parking, and installing landscaping, is deemed to satisfy this requirement. Improvements shall be done in accordance with the Public Works construction standards. Improvements satisfying this requirement shall be shown on the site civil construction drawings. (NOTE: The city engineer's determination regarding frontage improvements in this instance shall in no way be applicable to or be deemed precedent for any other property, applicant, or land use application. In addition, the applicant should be aware that future projects, regardless of size, will require additional frontage improvements.) b. Impact Fees — To mitigate impacts to the City's overall transportation system, AMC §20.90.040 requires the developer to pay transportation impact fees for each new p.m.-peak-hour trip (3 p.m.-peak-hour trips). The fee shall be that fee in effect at the time of payment. (NOTE: The current transportation impact fee is $1,038.00 for each p.m.-peak-hour trip, but this may change.) City transportation impact fees shall be paid prior to issuance of any building permits. C. State and County Facilities — Pursuant to the SEPA MDNS, transportation mitigation fees shall be paid to WSDOT, and pursuant to the City's Reciprocal Traffic Mitigation Interlocal Agreement, transportation mitigation fees shall be paid to Snohomish County for this project's proportionate share of average daily trips and their impacts to state and county transportation facilities. The developer shall submit proof of payment of the required fees prior to issuance of any building permits. 11. Stormwater Management: Per AMC §20.64.300, all stormwater systems shall be in compliance with AMC Chapter 13.28, Stormwater Management, and the Department of Ecology's Stormwater Management Manual for the Puget Sound Basin (The Technical Manual). A preliminary review of the system indicates that they have a conceptually feasible plan. A detailed drainage review will occur during the site civil construction review process. 12. Environmentally Critical Areas: Per AMC Chapter 20.88, the site does not lie within any known environmentally critical areas. \\Engineering\Planning User Documents\kremle\Stilliguamish Gardens S-04-039\Stilly permit.doc kjr;9/8/2004 Page 4 of 7 I 1 1 Special Use Permit September 8, 2004 Stillaguamish Gardens Senior Housing S-04-039 13. Potential Cultural Resources: The Stillaguamish Tribe has expressed concern about potential cultural resources in the area where the proposed project will occur. If any archaeological materials are discovered on the site, the State Historical Preservation Officer, the Stillaguamish Tribe, and the City of Arlington shall be contacted and measures taken to preserve the materials and the site. 14. Airport Management: The Arlington Municipal Airport requires that street lamps or light poles located on the property be down-shielded as to avoid interfering with flight operations. 15. Water and Sanitary Sewer: Adequate water and sewer service is available to the site from the City of Arlington (utility extensions may be required); utility services, fire hydrants and fire protection are required and will be reviewed when construction drawings are submitted. All existing and planned utilities shall be shown on the site civil construction drawings. Water and sanitary sewer general facility charges may be assessed when construction drawings are submitted. All fees shall be paid before connection is made to the water or sanitary sewer utility. All utilities shall be operational prior to building certificate of occupancy. F. CONCLUSIONS 1. The City of Arlington Comprehensive Plan identifies this area as being High Density Residential and the subject property is zoned Residential High Density per AMC §20.36.100 (zoning map). Per AMC Table 20.40-2, the proposed use (Use 1.300, Multi-Family Apartments) is a permitted use. Therefore, the proposed development as noted and conditioned is consistent with policies governing those types of uses and is allowed in the Residential High Density zone. 2. The requested special use permit, as conditioned, is consistent with all AMC requirements, permit processing procedures, and all other applicable codes. 3. The special use permit should be approved subject to conditions noted below. G. CONDITIONS The applicant shall meet the following required conditions in order to receive approval for the special use permit. 1. All development shall be in substantial conformance with the approved site plan received July 9, 2004, subject to any conditions or modifications that may be required as part of the special use permit and site civil construction plan review. 2. Prior to issuance of a building permit, the applicant shall file a drainage plan and site civil construction plans, which meet the following conditions, in conjunction with a building permit application. The final site plan shall comply with all requirements of the Land Use Code, Uniform Building Code, Uniform Fire Code and Public Works Construction Standards and Specifications. \\Engineering\Planning User Documents\kremle\Stilliguamish Gardens S-04-039\Stilly permit.doc kjr;9/8/2004 Page 5 of 7 i �• r i J. Special Use Permit September 8, 2004 Stillaguamish Gardens Senior Housing S-04-039 3. The developer shall meet all local, state, or federal code requirements. Attached is a list of code requirements that are specifically called to the developer's attention. It is in no way intended to be a complete list of code requirements but a general checklist of major steps and issues. Please refer to the AMC for a complete list of code requirements for your particular project type. 4. The developer shall install at least two recreational facilities that are best suited for the age bracket of seniors that will reside in this development. Such amenities may be integrated within the apartment complex. 5. The developer shall install frontage improvements along the remaining uncontrolled areas on Smokey Point Boulevard, to consist of restricting access, relocating parking, and installing landscaping. Improvements shall be done in accordance with the Public Works construction standards. Improvements satisfying this requirement shall be shown on the site civil construction drawings. (NOTE: The applicant should be aware that future projects, regardless of size, will require additional frontage improvements.) 6. Prior to issuance of the building permit, the developer shall submit payment of the following City of Arlington impact fees (estimated based on 31 new dwelling units and/or 3 new p.m.-peak-hour trips): Impact/Mitigation Fee Units/p.m.- Current Estimated peak-hour $/Unit Amount ($) trips City Traffic 3 p.m.-peak- 1,038 3,114 hour trips City Community Parks 31 1,497 46,407 Schools 31 0* 0* TOTAL 31 2,535 49,521 NOTE: Actual impact fees due are those as set by resolution at the time the fees are paid. These amounts are provided here as an estimate. They may either increase or decrease by the time they are paid. *Attached is a letter from the Lakewood School District dated August 12, 2004, granting a waiver from the school mitigation fees (Attachment 2). 7. Prior to issuance of a building permit, the developer shall pay transportation impact fees to WSDOT and Snohomish County for this project's proportionate share of average daily trips, and the developer shall submit to the City of Arlington proof of payment of the required fees. & If any archaeological materials are discovered on the site, the developer shall contact the State Historical Preservation Officer, the Stillaguamish Tribe, and the City of Arlington and take measures to preserve the materials and the site. 9. Prior to issuance of a grading or building permit, the developer shall clear all outstanding Planning Division and Engineering Division permit-processing accounts with the City. \\Engineering\Planning User Documents\kremle\Stilliguamish Gardens S-04-039\Stilly permit.doc kjr;9/8/2004 Page 6 of 7 nr I � �� I Special Use Permit September 8, 2004 Stillaguamish Gardens Senior Housing S-04-039 10. Per AMC §20.16.220, this special use permit shall expire automatically one year of the below date of approval if the use is not commenced or if less than 10 percent of the total construction cost has not been completed. H. APPEALS Per AMC §20.20.010, to appeal this decision, an appeal application must be filed, with all required fees, within 14 days of the date of issuance of this permit. The Hearing Examiner would hear the appeal of the permit and his/her decision would be considered the City's final decision on the underlying governmental action. I. DECISION ' The special use permit is hereby APPROVED. subiect to the conditions specified in Section G above. J. EXHIBITS 1. Approved drawings received by the City of Arlington on July 9, 2004. 2. Letter from Lakewood School District dated August 12, 2004, granting a waiver from the school mitigation fees (on file at City Hall). 3. File S-04-039 (Stillaguamish Gardens Senior Housing) (on file at City Hall). ORDERED THIS 8TH DAY OF SEPTEMBER 2004. t anning Manafficial naker, 303 North Olympic Avenue, Arlington, WA 98223 Stillaguamish Senior Center, 18308 Smokey Point Boulevard, Arlington, WA 98223 Gregg Eaton, Engineering Technician, Development Services, Engineering Division Dave Anderson, Building Official, Development Services, Building Division Kerry Wentz, Plans Examiner, Development Services, Building Division Karen Latimer, Utilities Manager, Development Services, Utilities Division Bill Blake, Natural Resources Manager Dale Carman, Airport Coordinator, Arlington Airport Sarah Hegge, Recreation Coordinator ngineering\Planning User DocumentsWemle\Stilliguamish Gardens S-04-039\Stilly permit.doc 9/8/2004 ge7of7 CITY OF ARLINGTON CODE REQUIREMENTS NOTE: The following items are not conditions of permit approval but rather certain local, state, or federal code requirements that the developer needs,to be aware of. This is in no way intended to be a complete list of code requirements, but is a general checklist of major steps and issues. Please refer to the Arlington Municipal Code for a complete list of code requirements for your particular project type. 1. Code Applicability. This permit is subject to the applicable requirements contained in the Arlington Municipal Code, Land Use Code, and Building Code. It is the responsibility of the developer to ensure compliance with the various provisions contained in these ordinances. 2. Pre-Construction Phase. Prior to commencing any site work, including installing any easement or right-of-way improvements, utility systems, drainage systems, street lights, mailbox structures, emergency facilities, storm water control systems, or any other improvements, the developer shall submit site civil construction improvement plans for review and approval by the Department of Development Services, Engineering Division. Said plans shall be in conformance with applicable code and below listed conditions. a. The developer shall survey and mark all property corners prior to review of any submitted construction plans. b. The developer shall design and install erosion control measures deemed necessary by the City. These measures shall be installed and inspected by the City prior to the issuance of any permits. C. The developer shall undertake no site preparation or other disturbances within environmentally sensitive areas or their required buffers. d. The developer shall submit to the Engineering Division and receive approval of a storm-water run-off and detention plan in conformance with the AMC Chapter 13.28, Stormwater Management, and the Department of Ecology's Stormwater Management Manual for the Puget Sound Basin (The Technical Manual) for both the construction phase and a permanent system. All site drainage must be directed through biofiltration swales prior to discharge into wetlands. e. The developer shall place all new utility lines underground. f. The developer shall provide a temporary rock pad at all points of ingress and egress to the site throughout the construction phase. g. The developer shall show locations of all required streetlights on the construction plans and install them as designed. \\Engineering\Planning User Documents\kremle\Stilliguamish Gardens S-04-039\Stilly permit.doc yjp; 5/26/04 Code Requirements;3 Pages 1 ., h. The developer shall obtain a right-of-way permit prior to any work done in a public right-of-way. (NOTE: City departments are exempt from right-of- way permits.) i The developer shall install all low sodium or similar low intensity illumination lighting and it shall be placed in a way as to not cause glare on an adjoining property or right-of-way. 3. Construction Phase. The following conditions shall apply during construction. a. The developer shall follow all applicable noise and other nuisance codes. b. The developer shall not track mud and dirt onto public rights-of-way, but if tracked by accident, the developer shall clean it up immediately. C. During any site grading or clearing activity, the developer and contractor shall use all available means of controlling air pollution (dust, ash, and smoke). d. The restrictions of the AMC shall apply to any and all grading. 4. Installation of Improvements. Prior to receiving a Certificate of Occupancy, the developer shall: a. Install all rights-of-way and access easement improvements on all proposed streets internal and existing streets adjacent to the project in accordance with the requirements of AMC 20.56 and per Public Works Construction Standards and Specifications. The developer shall coordinate with all adjacent developments the final design of the street improvements and/or include the appropriate transition tapers for the street pavement from the property. b. Install a potable water system to serve the project per City of Arlington's Engineering requirements. Water is to be served by the City of Arlington. This system cannot be deferred if a performance bond is secured. Both water and sanitary sewer must be completely installed and approved before either a temporary or permanent Certificate of Occupancy is issued. C. Relocate any existing water facilities and/or install water services/fire hydrants at the expense of the developer. d. Install a sanitary sewer system per Engineering Division requirements. Sanitary sewer is provided by the City of Arlington. This system cannot be deferred if a performance bond is secured. Both water and sanitary sewer must be completely installed and approved before either a temporary or permanent Certificate of Occupancy is issued. e. Install a permanent storm water control system per AMC Chapter 13.28. \\Engineering\Planning User DocumentsUvemle\Stilliguamish Gardens S-04-039\Stilly permit.doc yjp;9/8/04 Code Requirements;3 Pages I I ., f. Prior to issuance of a Certificate of Occupancy, the applicant shall complete all required or voluntary improvements unless otherwise secured by the developer and authorized by the City Engineer. (NOTE: Code requirements for infrastructure improvements are based on conceptual information as submitted by the applicant for the land use permit. Additional specific requirements may be required upon review of the engineered construction drawings submitted by the developer. All improvements are subject to review and approval by the Engineering Division. All utilities shall be constructed underground.) \\Engineering\Planning User Documents\kremle\Stilliguamish Gardens S-04-039\Stilly permit.doc ylp; 9/8/04 Code Requirements; 3 Pages i r MINAKER ARCHITECTURE, P.S February 25, 2005 RECEIVED David W. Anderson FEB 2 5 20051 REVISEL,, Building Official 238 North Olympic Ave COA BUILDING DEPI` Arlington, Washington, 98223 Re; Stillaguamish Gardens, Senior Housing Stillaguamish Senior Center Complex, Arlington, Washington Dear David, These are our responses to the list from your department regarding the Code review from your various Departments. If you have any questions, please give us a call. Planning 1. All development shall be in substantial conformance with the approved land use development site plan received July 9, 2004, subject to any conditions or modifications that may be required as part of the site civil drawing review process. Response: All development is in substantial conformance with the approved land use development site plan dated July 9, 2004. The footprint has been reduced creating greater setbacks with more open space and landscape areas. The handicapped parking and loading area has been increased to meet current standards. 2. The developers shall submit payment of the following estimated City of Arlington impact fees(based on 31 new multifamily residential units): Traffic at $1,038 per p.m. peak-hour trip, which is 3, or $3,114; and community parks at $1,497 per new dwelling unit, which is 31, or$46,407(NOTE:No School impact fees are required as the Lakewood School district granted a waiver from impact fees.) Response: The required fees of$49,521.00 will be verified and paid. 3. As part of the site civil construction process,the developer is required to install at least two recreational facilities that are best suited for the age bracket of seniors that will reside in this development. Such amenities may be integrated within the apartment complex. P.O. Box 464 • 303 North Olympic Ave • Arlington • Washington Ph 360-435-1113 • Fax 360 435-2205 • www.minaker.com 1 of 8 I- ' • • • - - ram' - I � I I ' I I • I - p _ • 1 • ry CA I • i -� _ i ,. 1 I I . I• II 1 . • II I ' . . I I I - I- � '• - r 1 . 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' I 1 �!''r'. ail ••a• ' '--1�" •- - �� , • I 1, ��1 ���51 ' 1.1 -•• IIf11 { . 1•� _ I - - J ' I P MINAKER ARCHITECTURE, p.S Response: A patio has been provided at the southeast corner of the building, which also connects to a new concrete walk system that goes around the building and will accommodate wheelchairs and walkers. An adjacent lawn area provides a place for croquet games. A large entry court has benches for resting, conversation or games. 4. The developer shall pay transportation impact fees to Snohomish County and WSDOT, and the developer shall submit to the City of Arlington proof of payment of the required fees. Response: The required fees in the amount of( 0.00 )will be verified and paid to Snohomish County and WSDOT, proof of payment receipt to City of Arlington. See project Traffic Study Fire 1. The building is required to be protected with an automatic fire sprinkler system. (NFPA 13) Response: NFPA 13 is being provided. 2. The Fire Lane accessing from the east side must be made accessible prior to occupancy of the structure. (access to fire hydrant east of building in trees). The required fire Lane must be an hard nonabsorbive surface. Response: A 20' wide gravel drive will run from this fire hydrant to the drive just to the east of Stilly One. That portion of the sidewalk will be replaced with new pedestrian sidewalk and ramp where drive intersects paved parking lot and access road, see Sheet A-1. 3. The location of the FDC shall be remote from the building and near the fire hydrant on the south end of the parking lot. Response: The FDC will be a part of the Automatic Fire Suppression System installed as a design build system, per section 15300 with shop drawings approved and signed by appropriate agencies and fire marshal, located as approved. 4. Provide fire extinguishers in areas as approved by the Fire Chief prior to occupancy. Response: Fire extinguishers are presently located adjacent to the stairways at each floor and adjacent to the elevator machine room on the first floor, spec. sec. 10520, 2A-1 Obc at ea. Location. P.O.Box 464 • 303 North Olympic Ave • Arlington • Washington Ph 360-435-1113 • Fax 360 435-2205 • www.minaker.com 2of 8 I j L .7 1 "4, V-5170P -Al'tal -ir" I III "I ILOU al IF 7.1h • I _.sirq I,_ O.C. `Z iolj�Lk P"X-, rp jiL. -,I --ri Tri;-. �MIA i w 'Ovk-" jO rh--C- I tf-j .,r.:, 14, -!Arbl ?i 'all 1.4, K I il Ili", • i fo I - ILu • ~'C 47K "L-C� i 7nok7o I Lo 1�4, I I I li J I tr--p4—l'f�tl 1�411 1 N. I f rl rr'il •Ir t. I L • -�Ill 1 14 f M41 01 rj X01 P;n.01'Aft fl, 1 -w:p L".-q-,ft r*, f 1A WA, %is o rm .0 LLW 0 lmL r. je. = Lr v"t-a Ali ff T` -Pr d iiv�-,l i", f !:J Ito) Ow-w4mb V!-) W, Uff I qla I F7,;. I' !�tf -F • • .1m;f Alkli Nei* 6flid &W.AfAirifWAR rffivi 11 I.O.-O hnol 11; rk, 4z q),w-'. -�ff)r-j �,W-mq =xffliu Wx 40- 1% J-? 91,;r-W, !A: .&PbA167.1- let, Tr.1 fa,!rl.v- TOIJ WP� (J." wo- J 'A-1 V Wti- 1!--jL KJX*1,'-j 0% TRIP, -44 t t-: I I KI MINAKER ARCHITECTURE, P.S The Elevator shall be designed to accommodate a stretcher 84" by 22" plus a minimum of 2 attendants. Response: Elevator is being upgraded to the largest cab for this class elevator which is commonly used in these type of buildings. This is+-2" shy and could mean needing to upgrade to ;mid/highrise type of system, is this the intent? 6. Fire Detection and Smoke Alarms per requirements of Section 907 of the International Fire Code. Response: The electrical portion of the project, which includes the Smoke Alarms is being Design Build and provided by the General Contractor, The Electrical Sub Contractor will obtain a separate permit. 7. A Knox Box or,other approved entry system is required as determined by the Fire Chief. Response: Knox Box is being provided on the South Entry Nall adjacent to door no. 105. General Building 1. Per Table 503 the allowable number of stories for a Type V-B R-2 occupancy is 2. However, Section 504.2 permits the number stories to be increased to 3 where a sprinkler system is provided throughout. Response: An NFPA type 13 system is being provided, see Notes on Sheet AO.1,C.4, we are using this increase to 3 stories. 2. The floor/ceiling and walls used for the dwelling unit separation and corridor walls required by Section 708 and 711.3 may be reduced to '/Z hour if a sprinkler system complying with NFPA 13 (NOT NFPA 13R)is provided. Section 708.3, Exception2. Regardless of the fire resistive rating the dwelling separation wall must be continuous to the underside of the roof sheathing. This should be clarified on the drawings. _�3 Response: We are supplying an NFPA 13 fire suppression system. Per,708.4, exception no. 5, draftstoping is not required at the partition line when attic space J is provided above every 2 units and building is not over 4 stories in height, see Sheet A-4 for location of fire blocking and wall locations that extend to the roof. �.3 3, The fire dampers shown on the third floor plan may be deleted. Response: Fire dampers at the third floor are being deleted. P.O.Box 464 • 303 North Olympic Ave + Arlington • Washington Ph 360-435-1113 • Fax 360 435-2205 + www.minaker.com 3of 8 I " 1 •_� r .� `' :1 ' P 1 yy 1 —6 y�'�(( ♦ 1. R I 11 I. 1 _ ` C.1 - •• _1 1•I ,. rrl •r ►i - ••1 •1.M1 ••I ill , 1 we, ► ti u '1 � r•. . 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I ,. i t i'i�i CJry�.:.1 _,��1s[3"I�IQ�'t-11�t1 ;L;� I1, j15.��,�.� �` ��s �ti .• Qi!��f1�3�ilvfi►�-'tw�aii■�t,? _ ,IZI I' • :. 7.,5`1(•�:i.:�1��1t•I I13 '11 :t�'i.�•4� . �f 1•►l�l�i .l �•�,.I�Ij�1 I ,-fi y':� 11 �1: 11�;.57• rl'i - _ • I e61 Il t �? ill fruh�1;�;f; ��11 LL;�=;■ .�;`,�,1 Tf.;4 - • I I I - i 1l�'lil •'i T.11 ;(I-ate C�fitJ•:}]tl ri q i A hri.., 1, -•Q O• 1 i -- - ,Ns' IJ�aT►1 11=. •i-il ai��'1 f �l�i' 4iIl;Jir+j'P -n Wit]],1�111 h ��, .1�1 lt•:�j� �� s • v� �R -1T� llL=Ji�4i � .�aZ •1 •If+tJ�% .�1 _IL -11 - { L!'t� 'xr- 1� �i1lr!>ti 6� •''• - • f ,r s�lL is•� 'Si, r IVUM U; - III::; .tin. �� ,�"N' n '�v F Ilia ti _ _ qza'q m-'e j' ,ti.t{-.Irr7 Tay L-r p Er ?' of -11417 f _f' I. - 1 I I I •i I �+'e Y1Y�7_i�a� .�Ix �1� •1*.'j1i1' •�: ' :tiI'lt�lJ3l.1! _i.1 y�u:r(��''/�'''Y �. I I • i' �Jf —Ml J �:•: � 1cSIY'llr-.. • � ' ;S IL r� �•,1 ��D'.. •�."� � ,�4i 11 I 1 "1 ' ,- MINAKER ARCHITECTURE, P.S 4. the dampers shown within the floor/ceiling assembly on the other levels(dwelling unit separation)mat be ceiling radiation dampers or enclosed within the joist space that is lined with 5/8" Type X gypboard. If this is used, a detail should be provided on the drawings. Response: We are eliminating the dampers within the floor/ceiling assembly area, ducts are being placed in a 5.8" gwb lined joist space, see details 4 & 5/A- 7.1. 5. The enclosure for the corridor ventilation system should be a one-hour rated shaft enclosure. The plans should be clarified. Response: Plans have been changed to show a 1-hr rated suspended ceiling system below the 1-hr rated floor system above, separating the corridor from the mechanical chase below the fire rated floor system. Fire dampers as needed and required. 6. for Type V-B construction the walls of the exit enclosures that are exposed to the exterior are not required to be of fire resistive construction. However,the exterior walls of the exit enclosures and the adjacent building must comply with Section 1019.1.4. The plans should be clarified. Any opening into the building within specified limitations must be protected. Response: Stair enclosure walls have been noted as 1-hr. rated which will include adjacent openings as 3/4 hr.rated assemblies. 7. Details should be provided for protection of all the through-penetrations and membrane penetrations of all fire resistive wall and floor assemblies. Section 712. These should be listed assemblies with listing number being provided. Response: See details 4-8 sheet A-7.1 for 1-hr rated duct chase' and through penetrations of fire rated assemblies. 8. The door schedule should indicate that corridors should comply with UL 1784. The notes should state that all smoke and draft assemblies be tested for a maximum allowable leakage rating of 3 cfm per square foot and be labeled with an"S" rating. Section 715.3.5.3. Response: All corridor doors are rated 20 min and comply with UL 1784. Corridors are to comply with UL 1784 and will comply with an allowable leakage rate of 3cfm per square foot and have an"S"rating. P.O.Box 464 • 303 North Olympic Ave • Arlington • Washington Ph 360-435-1113 • Fax 360 435-2205 • „i 4of 8 i[D:LILI aj'r -3I F ll, Jai V l�r' �i)IL I� ,,l Ll i'I '•_il�+r^�•µll yy.�� •I1, •� �l•rl l[ I !I ' � • - �, IF •). .n Ili1.� �zh:- �.:Ilt% 11"IJ�"j 1 .ih.-ti• ..I m�G q�LT r�T.- - - __ I �•, • ,. I-II i � - r i � ._1 .��t�- � r .T•! .� � I� S H'•-.• rt�'�� }•I I i J J _7J 1 hL in� jL I"- J I•1S• J:.I j I r: %%}i.�oil n.24��/71+1111i, r�•� •• ., 1- ! - z. 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Jcotl -'EJC rt �l�:ili"�;'� Ji•� i'wslITy� .L�j • i i�1�itS:��d11 �.'• :•Isi I Y.�''�;I- Ii�.V''r.�% . ry'. iZV�t • • ��x �tl Irl.i••�Iw I� Jrr .uI►`Jl:iv rulli'4r,Fq 761' '�qj•T.0 "t*11 t�xh-`�t+ aut,=Tf li - _� .r►, -'i'�w"' I, I ;� � �r '� N I;J" SiY?j �il��l tl)•wry �Jh lw=o- -.i.q l_Il 4_ ►,i ;i:vi �•-•ram-!�r'i�J r� S 1'1' �+,^il�' -w1.� J- ,1 'f• :�LL? �r ` _ �ql.. u rv.V -:C a( I_ r `! T •�Ltvr.t ! �f•{].II=+ �.[2.-. ,.^ate■ 'j wv - '• • .. u tilt will ill •Q fir+;.'.�►-fZ1`1-!',-'.�'`9�?off,19-ft,I, rY." e:I., �s!I ii-r tif��k: ►.1'���'1 1 - 1J��' �.�.AA , 1- �� r�; .1 �.+, 7�, �l�-1 ,�+ �,.'�1� .�,'r.�i{J ��-►rT•s� �� �b�•- _ - _ - t• �.'��'� :p'�1Lrt Llll� �'-l���]CrJ�I,.� �d+c� 7tiiE.:l*s�'7 �� tr�, t-�f�' ' - �-'��r,�l, , d' :��•lip I;r,i�= '"$'[�I�., �>,!f cfl~i' : ��G--- ��r�tll�'s.-11•=��� .:•rail ifiY�' - i - • � • , s?11�?u iY '.0�+ii• �;I•��I;r� �d��� .j 1V� ts•.'711,�J � - . - - ir- - ' • '1-I'J I .: T. ? 1. 4 r.1 If: ` - 1 -'�:S71�/ v�u 1 IU ' k I •� - I•rv'' I �•vr a7r � I I I _ c - I I' I M 1�;•� i 1x �1.`•� I .I I+ � '�-�c`.� i � ►r '��1 r i I - MINAKER ARCHITECTURE, P.S 9. All glazing within 24" arc of either vertical edge of all doors(in the closed position) must be shown as safety glazing. The specific location of all safety glazing must be indicated on the drawings. Section 2406A, Item 6. Response: All safety glazing within a 24" arc of vertical door edges has been designated as S.G.,for safety glass on the drawings Safety glazing is required in all glass within 5' of the bottom and top of stairways and landings, where the bottom edge of the glass is less than 60" above the walking surface. Section 2406, Item 11. Response: All safety glazing within these areas has been noted on the interior elevations and on the exterior window schedule for these windows. 10; Calculations must be provided which show that the minimum attic ventilation of 1:300 is provided. Section 1203 o Response: Roof ventilator schedule schedule is shown on the roof plan Sheet A- 2.3. 11. Details should be provided for the installation of the suspended ceiling system. Response: See detail 1IA 6. P.O.Box 464 • 303 North Olympic Ave • Arlington • Washington Ph 360-435-1113 + Fax 360 435-2205 + www.minaktr.com 5of 8 � Iaid, I'�I� � l 1 �y, ' �•,,� I UUIY uN - ilk I P• •Af �y- 9►?rtU 'sti I•�,lt-:,i..).f.In. f�i.•.t'wr 1t �1.L'Y�1f`�'•��./R, 1• ' - - �.p{ I"'Ip�f1�•JIJS ;)� •ti 1,\ �. R w,f}#t 7 IG II�ao at ,.tir-r►> -rl ter'gh n4j+ �►7a r_jmrt " :�_ r'i;t i'rr t�1r�.:�:'..?, •� �. •cs 1 @ I- - _• I r .JJ, i`. .• I . .1 . 88 }r �•.11ti-1: �:a i.. �yy..]I 'p '. w• d ":c' h J 7 a. ,1► J r• �/S''�'}1��7 ' ?� �� ��:in�' �'.1 RftJ?J :d I II�1;•.� �.�I yT�,I(zsrl 'A.II f] �ItIU�'IJ ����� �'� , _ I T .�I c;�� T,II'i' �1�'t1� frrT`= 7 �• •,{�. L�?•I�MC7 II 1�� r. i� �L I.'��JJ .'� ��I _ I I _ •,ri � ; •-1 �•=. �k �•, rw�..►;. � r t • .•F 1 • 1 I� i_ 1 Z' 1:� +tl�l'�f+ V J�ri� 7 r•13i i fit. .n.r.a.!1r. ek- i[,� �� } �`! J /•1!�1�'w' L_ it ' 1 rl�r�a !i. JII bo ,4r1.1• q •1 III '}�1 J• LL•A 1 • U� ' �1M,1 ffI11� 1' s't�l' �:'y�'Iti"Tv, . •,t• i�_�GF�J � 11�" I]F(.1T' fial�'':`}�' •y!i - ' 1 ll lr 11175 �yi � �,7 1- u ic"s m•+r/lnlma%tit 11 l��►►;,f�lY l,�1+ �7►�17!► � ' i _ 1 - . I , I I I I �• _ I - I - � • _ � - I 1 I I � _ • 1 - I - - _ I I I l' - I I - f -I I I - .. - • ' . I I .1 - �I �r :'«.•r,� '�l . 4• _ � •,yµ 1 � �- ,Z �i� .�1- �e •: _= r�' � .j Eli 1 � ,v ,ti!. _ Ii.ow '1 1 ',F 11 1,I1t- I , -1 I ' - • ill : - - y - I • I MINAKER ARCHITECTURE, P.S Accessibility 1. Van-accessible parking spaces should be 8' wide, with adjacent 8' wide access aisles(which may be shared with an adjoining space). Response: Two 8' wide spaces have been provided with an 8' wide access aisle. (See Sheet A-1.1). 2. A curb cut ramp should be shown from the accessible parking access aisles to the sidewalk, unless details are provided showing that the sidewalk is at the same level as the parking spaces. Response: Curb cut ramps are shown, see Sheet A-1.1. 3. The maximum side slope for curb cut ramps should be shown as 1:12, where the width of the sidewalk at the top of the ramp is less than 48" Response: The width of the sidewalk at the top of the ramp is 7'-6" and the side slope for the ramps is 1:12, see also Civil sheet 4. 4. All doors in the building, which have a latch set or lock set, should have lever type operating hardware. Response: All handles have been noted as lever type in the Door Schedule Sheet A-3.1 unless shown as panic or ADA. Door thresholds should be shown as no higher than'/Z". The edges should be beveled at 1 vertical: 2 horizontal,with a maximum edge height of Response: See detail 3/A-3.3(sim). 6. The length, height, diameter, wall clearance, and position of the two grab bars at the water closet should be dimensioned on the plans. Response: Grab bars are shown and dimensioned on the interior elevations, Sheets A 5 and A-5.1. 7. Dispensers and receptacles should be detailed so as not to interfere with the unobstructed floor space or grab bar utilization. Response: See H/A-a5, and UA5.1. P.O.Box 464 • 303 North Olympic Ave • Arlington • Washington Ph 360-435-1113 • Fax 360 435-2205 • www.minaker.com 6of 8 • ' ' 4 . l T=1 b :1 i :d:-1 �1 fi li _ , Ai fJ _ � +_•S f. . 1 I - • 1 _I 1.,�;'.fL•.� Irl►/.�- ��ti'-n "� .1�'.f J ir.l.= igign,11 'v-J�:':�'�,i 'y� -1 • !•JhS , ! ' .� I I I I • -ul— ; !.1,-[r k 11'�ni, J_ r. '+ iii, '^�'q'�jsr3: r�l?��-'••fv r2 k i'Y'� i 1?31»u � - r, a-r- IL2 ;'TV H'1 �ti'C��r'+�r l -t lJ �11 tii:Y ;111 .i'i� r ►1 i t•If_• - i h.n'iiCy"-: !►'e ii -fS•s.�Y « � �4y Si�l inR i.".xT ter;,•,, }•; rl --.' - ;' - I I . '� Z=}, _, � .ram '1''J�II�-Iiti tr:i:•:''t'.�i '��= _ -r�H � I -11'u •r7T1/r ;Yj l aN 11 .'r.<. i IDS , tlrt�lirZ�11:►•�»�;5.:145� .'f71 + • •�'•-+�1ahCt�:1% Mil `1 • _ �!y f;��. ?' ;a ��.'.!": =-'lip �r i . t ','-� �t(rKa.' 7G j ¢Jllilt - 1 ,+,►-'1 1 r ►$LI.� I�rrl s,ll �+a�3�►►; I , • • 1 mil': 11, 1 1 ll�.t"t 7•L� ••^'� ell •OiLc.l� t;:# o 47E i, 'a� - I • _ it iD - .. _ � I T -(yl rl����.1�»ti �� �' �rl it l t•yf���.+' _1 YI;i �. YI lij•��1J'itr.'t 5�=''f �'r�►'�jf k '•I I 1� - 11�1�,/�' _ � �: •� _►' ..�..•1 LI'J�i.� �� '�'-•{yr,.� � TJ[ :.,;�:? f�i;�Jl.fi �',r !+�dh-1�Yw.:�i1 - - ,, L• r I I - lxirv- : r. fi�}•.� '�S Iz b±*Tn .:j• to ��� - - ., '' �l I Irr.�'I I�I:J•.:,�I -r''»r..t�i�11(Oill,:f>t�'�b r t��!f f biy'�,l�,k�91�t�U.kt,�Ti�� Y��; `,� - , - I ' ► aSi: li�r� � �+'.14�J�rttLNl�lli•I �M'�,��•��� 1_ 7'!►'1�1� � F-[�11� ` I• • - Al - I . -. r 1>•II � 1 � _lye — 411, �„1�•:C 1 1lf r ��9:+f(4if j 1 'i Rrit .0 S. 'm qq I j it I>•.Rs., &JI �f i:.:' 3:,6r J-9 f D ;: - i I ii\r"�:.�"/1b•->1f1'1r►ri: �4'fu .�TfR� ti=�� lll�+�9S.i�'F_�►•�j 'r.� �`e�f�:ti*+i.►�»',e`ral f� �rr ""c>�,��-y'!►��Y I _ I - .. _ ���1'� 1���.�,��,r1����1ii..,itcl�y c��l 1d1�1iL,..�i•a�n,��y,s t�\u1 r•:�.�►�y,��1 _ 1` _ � - I . • I - L • I I MINAKER ARCHITECTURE, P.S 8. Areas of evacuation assistance(AoEA)are required at each exit at the second and third stories. The requirements for space sizes, locations, signage, two-way communications and 48" clear between stairs handrails should be shown. In lieu of AREA, the building may be equipped with quick response sprinklers and a written fire and safety emergency evacuation plan which specifically addresses the evacuation of persons with disabilities. The plans must be approval, by the Fire Chief, and Building Official prior to occupancy. Response: AOEA is provided at both stairways. Structural 1. Special inspection is required for the concrete construction. Response: Special inspection has been added to the Structural Drawings. 2. The framing and support of the roof framing over the entry ways should be clarified on the structural plans. See cross sections A, B&D/A4. 9 Response: See Delta 1 dated 12/17/04, structural sheets. 3. The calculations for the lateral force distribution assume a rigid horizontal diaphragm. For the rigid diaphragm analysis to be used the diaphragm deflection must be less than 2 times,the average story drift. Section 9.5.2.3.1, ASCE 7. For plywood shear wall and horizontal diaphragms Equations 23-1 and 23-2 must be used for this comparison. For the record based on my experience the H/W ratio of the diaphragm has little to do with the actual diaphragm deflection. The major deflection is related to nail slip, which is a function of the lateral force in plf. The IBC equation for the horizontal diaphragm assumes a fully blocked, uniformly nailed condition, which rarely exists in practice. A correction factor of 4-6 must be applied to the equation in order to account for an unblocked, non-uniformly nailed condition. Additionally, the gyperete cannot be used for increasing the diaphragm stiffness since it is neither connected to the plywood flooring nor placed as a continuous unit(walls are erected first). Due to the number and stiffness of shear walls it is doubtful that the diaphragm deflection is less than 2 times the story deflection in either direction. Although I believe a flexible analysis should be used, due to the number and location of the shear walls (relatively uniform)it is doubtful that the lateral force distribution will change significantly. Therefore, it is my opinion that the plans are acceptable as provided except as indicated below. Response: See Delta 1 dated 12/17/04, structural sheets. P.O. 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II �IFla) lctr�• jJ4illj l .-- - I •" /•1 'tom _ i.J . c,cLlt7 �1�.I .I. . 11 1'T .r, rt,;�i• r - 1 J t�• _ ���' • ._��`' i, - I I'.lf' . � �11�i,� tdJ{..► �1f7 i . ,�u�' . �`I '. v •'2a�� '•.3i�K�•3:•a•� i�ir ,�� t'T�,I �.y '�J �..1F•.: ,�It+yti T!{ rtl�•'�:titY' 1li'� .�,i ►•. �;'t�r. Ilir��- u�rr,,r.,A i• ,. .��!}�ntT'' 1� r 'SI!1, �1'�ry7tC • 1!I;idry .1 1�'LilS;af °'R�',1:Y1� rJ� �L��1�.' X1 ,•'flF 1l , I - J _• Sul r$1] 'ii•i' •.,1f'di IL4111 illil t�i'iaf.I% i''Jt;� 1;i:IJ r�37`b1f1.� ' i� Ib;In`efiyl '►9 �:.fljt _l: `�� �`i't+t•ri •I.I r�i Irl;-� 1►' '=-ri�l��:l n'►jt�lt, _ - .-•3��-I Cjfl�;I,1j �� r AJI�i� rTl�:fjd)11 �'.�ilT�tY �b'Ill;y!CIr;�;� �11� I�r�'1<�4.y+.� '}iy=. _ ' ��•f I y w .e: .jc•• SJ'�R.i+'_xR —n i r!I 9 I '{II<�Y•.S!' I's•li�'�..`,,;�.'.:ti:4l�hil-v�i, ,ri • . A 1.9 11 lL,j(IJ7 ;,uJ'� ji O__ rjk Jl1,r�� ia4iJ i,W'7;1' - � jt�11 I i.gj«jllr T IIC� 1=b �•-'JI►>�(.�l Lu -. 1 I �,a:r:1et41.-1 .vf', � :j C7r`.rr -K� Y�Y�:,) S;1�',r•i•,.�.' I�' ''I ►ti1'I►�i`t�.��. aP,ti ti!I.• -s;:•J,'�I ' Y II. llkrl�+il I :J J T,+I SS_ ^Iv • �• '.. r a • 1 .r 1- ._Jt V"I I J4i . Til „�"!-•�l.f:l .•�•r,rl �! rl. JL/ try- li rrvkrgb I• l 4: f 1 '71L" �' r,• ,1 fj4 -1�-•3rl(��/.y � 21t :l t•iu :Itf1r jLiJlr�I; 1? '. rlk. 11 _ j•. � kJ?�;.1 ��. }y _i� ,�T n •tf• i • r r. - '��'►��`�'•���n'�''�Mj`�-'cig71EPa$��E• L:i:I,�I�T►'�,Ri_1r• I: tl�:st��.�l�.:�.•���iN::<,•�Fkel 1�ftSy _►�'}3�r''r�d�,�l f`�Iir r�7h?! Y1ti1Sir1alp" !rid=r1'!/f► 1:_Sf+•yu 714 vl Oft _ +Sflii �1l'�. !��i'4:.t7�.•� �' rs.?f�j2 ��f� WL 4i.f ''J''�_ F'9F�.,! `5if'I 3 ' frrZ1.�T f r'Y���•►« i f► z't'I.l f*3iztU%'JvP�S.;''G�:'d'��Ij I�.l?�• � 7 . I • • �Y rl- Hlf G,;� _IJ I'Ir 1•i •th�•'I� i" AN :l 'I A7.4 thr, �. _4:rKl I'` r,r �• i;l N'- �►L 1 � -.�I�� It, J ' }1 N I I- •:� 1 C -. • - �' - - til �,• I r�iu: '�.:_ fin,•"•may.• � ' : �i 1 I ;, - - I MINAKER ARCHITECTURE, P.S 4. For considering seismic forces the maximum h/w for the shear wails is limited to 2:1 without reductions. For h/w>2:1 but<3.5:1 the allowable shear from Table 2306.4.1 shall be multiplied by 2w/h. For the 10' high walls a reduction in the allowable values must be shown for wall panels less than 5' in length. Table 2305.3.3, footnote a. Response: See Delta 1 dated 12/17/04, structural sheets. 5. It is not clear to me if the forces shown on the framing plans at the ends of the shear walls are hold-down forces. If so,then Detail E/S4.4 should be referenced in the legend so that the type of hold down required is clear. Response: See Delta 1 dated 12/17/04, structural sheets. 6. Some of the references in the"DETAIL/COMMENT" section of the general notes of the framing plans are not complete or mislabeled. These should be corrected. Response: See Delta 1 dated 12/17/04, structural sheets. If you have any questions please give me or Gregory a call or email. Sincerely, 40 Jim Davis, Architect Minaker Architecture,p.s. 303 N Olympic Ave Arlington, WA 98223 CC; Gregory Minaker, AIA, Minaker Architecture Sharon Robinson,AIA, Zervas Group Linda Johnson, Common Ground Dan Webster, SSC Housing Chair Jo Olson, SSC Exec Director Bryan Bergstedt, Taylor Construction P.O.Box 464 1� 303 North Olympic Ave • Arlington • Washington Ph 360-435-1113 + Fax 360 435-2205 • 8of 8 i I r� • ' i .�/ r � � � 1 -r r.�l• L1i=,1�_`� T-� `.ti h ' ,• • , _ I ifr� �_�m:�.z•a���al�s.�:!�1 ry�f%.rer�l:��`�r.� 1-ram s'«,� �-1� �„�./ or�trr7^�:+�i'r�,,vyT •6 � I :� ' i� �VI• C l l l r Il 1 ��37��7{1. I� -� V it 1, r �4ryy-�.•-r. ��-'� 1�+:•01T• i�--�� 1 ' 1 I r i1 r g I ix, •'71 47tmq 1-3 -_�. (T(641 trl xNam 11filP f:01 'I( Milrin 1. C4;hrf -.Ilewv m \ _ I • I t - _ 1 I • - "�{:'!f I LVt J. ;w):P.;I Zlj Ri Sr,r"ortl M •wr 11 WJT1 I~ •1!Ir % I 1; M1OA.' •WL`:�• .�:�':. 1� - 1 iti. ' I JI•n• I •1 1 •1 L 1 �� r- 1 _� .S L�.�. 1• - 161 • - •Tn t,-• LI,F�/,.,�Ir�C� �r �+Ir.0�i�u >•� �f J•�S►+i I-._ c t - • r, I . , .� - S1 YL,1�, �I�;�rl �' I �7^1 ill�'4 • � •' Lf��1l is!µ�7'�jr�'�1 ' _ - I �!�L',�.+'•:•�' .'~4}•^t�i�~sC -�-?t����Y�f�J ,'•I��(:,"•,I�~• rj�ly�'• c•= H;p�l�-fJ.MrAi �1`L •I '. - M��111I'� �If� I�yl r rl1{,71Q.1n lt�J 1•�1 '11 �•rri�q�rT1l.M Li 1�1�_F��'L{��yK�aIfA7 I I I I • � _ - - ' �• - I I I . - _ - + • • 1�'rJi'i ./?r:TT�J;1�D� �'�:rri I Pjr�ilar � �.4r%;`D'�✓"�I�f!9?� �• I 1 , � - I I r+/a tr ?-' r+�1is r, �;}♦ri.r� I� /.la —r� ��tff�.�T �� 11l i •}'I , I • . L I I • I I - I Y I 314 '?;A.Myt'i r1'¢?.+ ..b�,�h+l�'� riJ��fn\�.,�♦1. I y _ • --' _ - - p1 I1;11,q 11tA,1 u,lll`:i 1ryT r r = - 1 I�!j*"'1 4� �.I r'�• I �. �'11' 'C A).T.1.1 • I r, I I December 20, 2004 Greg Minaker Minaker Architects 303 N Olympic Ave Arlington, WA 98223 Re: Stillaguamish Gardens Dear Greg: The plan submittals for the new three-story building located at 18308 Smokey Point Blvd have been reviewed for compliance with applicable State Building Codes. The plans are "APPROVED" pending a few minor revisions. The permit center is in the process of preparing the building permit for issuance. Please feel free to contact me at(360)403.3432 if you have any questions. Sincerely, David W. Anderson City of Arlington Building Official 360.403.3432 danderson cr,ci.arlinaton.wa.us r , • ,�� �� Ilr �.!ll�r_ I .I. 1: f11n 14 *, 41 -f.h:�N� I 1 �n •.11 I 1.I 0 Ill. fI 't` _ �tilll U+I'L 1 I7I ]-- uIl -1 11I 1 �` tt 1 - + - - ► J I TV, T 91•I `�/'A' h:� I •th:111 t."111 f�l A, I -*f' i(liv�l .Iifi rf7lirT wr-i lT1•I Imm IIY 11 TPJ I I nil 4.11 IV a'1 to V- L 14n 1.71 •.-1. AN "I �.� •F III :I•_ JJri IIGfE •19i Ilf 11 11 L I'1 III plq-/ p"l. J I&4J I Imo•. I i I 'Envelope Summary Climate Zone 21x11 Weshlnpton Stale Nonreeldentlal Enerpy Code Campllence Forms F,,st Edltlom June 2001 PrOjectlllf0 Project Address / O Date 2� i1.�_ For Building Department Use Applicant Name: Applicant Address: Applicant Phone: Project Description gNew Buckling []Addition ❑Alteration ❑Change of Use Compliance Option lArPrescriptive ❑Component Performance ❑ ENVSTD 2.1 ❑Systems (See Decision Flowchart(over)for qualifications) (4.0 not acceptable) Analysis Space Heat Type 10 Electric resistance 0 Au other (see over for definitions) Total Glazing Area Electronic version: these values are automatically taken from ENV-UA-1. Glazing Area Calculation (rough opening) Gross Exterior Note:Below grade walls may be included In the (vertical&overhd) divided by Wall Area times 100 equals %Glazing Gross Exterior Wall Area If they are Insulated to the level required for opaque walls. �/ Z� / � X 100 = O yes Check here it using this option and if project meets all requirements for the Concrete/Masonry Coneret4Masonry Option no Option. See Decision Flowchart(over)for qualifications. Enter requirements for each qualifying assembly below. Envelope Requirements(enter values as applicable) Opaque Concrete/Masonry Wall Requirements Fully heatedlcoo/ed space Insulation on interior-maximum U-factor Is 0.19 Minimum Insulation R-values Insulation on exterior or integral-maximum U-factor is 0.25 Roofs Over Attic If project qualifies for Concrete/Masonry Option,list walls All Other Roofs with HC 2t 9.0 Btu/ft'-°F below(other walls must meet Opaque Wall requirements). Use descriptions and values Opaque Walls' from Table 20-5b In the Code. Below Grade Walls �/Glr _�� Wall Description U-factor Floors Over Unconditioned Space (including insulation R-value&position) Slabs-on-Grade — •-� Radiant Floors IX Maximum U-factors Opaque Doors ,->,34 Vertical Glazing Overhead Glazing Maximum SHGC(or SC) VerticaVOverhead Glazing Semi-heated space 2 Minimum Insulation R-values Roofs Over Semi-Heated SpacesZ 1.Assemblies with metal framing must comply with overall U-factors 2.Refer to Section 1310 for qualifications and requirements REC YELP Notes: OCT 2 5 2004 ("MA AIJILDING DEPT �� �� .r � 1 ir, ME mL&O' 4 IN Ell 0 ON Eir 1 7-0 ■ • . NO my I . . ■ . . '• ■ IN 0■ 4. pr 0 ME0% FEE 0 r. • LEI. I 0 0 ON 0 IN NONE IN INN -1 ■ 1 ■ ■ ■ _ NO 0 0 NO 0 NO �— NO � 7 ■1 . f ■ _ y ■ 11 ME 0 0 0 mmEm i ME 0 NO ■ - ON 0 0 0 0 0 0 IN 00 . 1 i I . ■ Rif" ` ■ ■ Ira = NO ti � . IN NMI 0 ■ _ ■ ■ ■ MIN NO ME NO 0 .I.. NEW, . - ` i11 7ME ■ T Nom ■ _ I NO ■ ■ 1NONEEr - LN _ L . rrNO I ■ ONE I ON NO . . ■ ■ , ■ NO ,} NO i ■ I■■■ ■ 111 NO � ■ ■ ■ 0 J NO d December 20, 2004 Greg Minaker Minaker Architects 303 N Olympic Ave Arlington, WA 98223 Re; Stillaguamish Gardens Senior Center Dear Greg, The submitted drawings have been reviewed for compliance with the current 2003 Edition of the international Building Code. The following applicable code data corrections and/or additional requirements are necessary before the permit can be issued. Planning 1. All development shall be in substantial conformance with the approved land use development site plan received July 9, 2004, subject to any conditions or modifications that may be required as part of the site civil drawing review process. 2. The developers shall submit payment of the following estimated City of Arlington impact fees (based on 31 new multifamily residential units): Traffic at $1,038 per p.m. peak-hour trip, which is 3, or $3,114; and community parks at $1,497 per new dwelling unit, which is 31, or $46,407 (NOTE: No School impact fees are required as the Lakewood School district granted a waiver from impact fees.) 3. As part of the site civil construction process, the developer is required to install at least two recreational facilities that are best suited for the age bracket of seniors that will reside in this development. Such amenities may be integrated within the apartment complex. 4. The developer shall pay transportation impact fees to Snohomish County and WSDOT, and the developer shall submit to the City of Arlington proof of payment of the required fees. Fire 1. The building is required to be protected with an automatic fire sprinkler system. (NFPA 13) 2. The Fire Lane accessing from the east side must be made accessible prior to occupancy of the structure. (access to fire hydrant east of building in trees). The required fire Lane must be an hard nonabsorbive surface. 3. The location of the FDC shall be remote from the building and near the fire hydrant on the south end of the parking lot. 4. Provide fire extinguishers in areas as approved by the Fire Chief prior to occupancy. �I K 1 �I so 0111 ■ ■ ■J♦ ■ ■ ■ ■ IL ■ r 1% • W! ■ = 1 ■ Neil ■ L■1 ■ — ■ IN ■TL IN IN ~ IN ■ m IN I i■IL Akm OsM 7■1■■7�1� ■1 on 11` ■ 'Ls NO .■J■ NO 11b• 1 ns 11sior ■ ■ - ■ is or Lm ■ Y1■ns11g! isposisr . , ? ■ 1 ■ J ■ ■ • 1 ■ ■ 1 • .7 1NOWN IL•' ■!CONY _ N ■n 1■ on Noo 011 Non J■ ■ ■ ■ _ . . ■ 1M ■r � _ ■ 1 — T � �1 sso Z r1 ■ ZW ■ ■ • 1 ■ JON . ■I" rM -9 01i111 ■ 1: mr :L w ■ ■ ns■■nso ■ oss ■ On lion Ppai ■i sono ■■■i1 ■ - f 1 f " LiL L is ■1 ■ ■ L ■ - ■ Juns ■ 1 ■m1m ■ Lon J_ Loon ` ■ it1■■M J._Lonsionsis vow ■ ■ ■ LJ ZONI MA J W 12 R J ■ ■ • ■ • ■f Z ■ • N17 7• r ■ J +51.L r ■ NO Pr■1 Y is m ■ J ■ 1 1 ■ ME ON NON 161 ■ ■_ ■ ■ timosposso - - 1 — . • r rA ■ si ns ion ■ 1 sir On MMMON, ■ 1 1 JAEr ■ J ■T■ MOLM —ON JW _ r � .? LP •19 . ■ ■ ens ■ ■ ■ .L ■ ■ 1 IN OONNN 0 ■ 1 ■ FNON ■ ■ ■ ■ 1 ■ se i I, 5. The Elevator shall be designed to accommodate a stretcher 84" by 22" plus a minimum of 2 attendants. 6. Fire Detection and Smoke Alarms per requirements of Section 907 of the International Fire Code. 7. A Knox Box or other approved entry system is required as determined by the Fire Chief. General Building 1. Per Table 503 the allowable number of stories for a Type V-B R-2 occupancy is 2. However, Section 504.2 permits the number stories to be increased to 3 where a sprinkler system is provided throughout. 2. The floor/ceiling and walls used for the dwelling unit separation and corridor walls required by Section 708 and 711.3 may be reduced to 'h hour if a sprinkler system complying with NFPA 13 (NOT NFPA 13R) is provided. Section 708.3, Exception2. Regardless of the fire resistive rating the dwelling separation wall must be continuous to the underside of the roof sheathing. This should be clarified on the drawings. 3. The fire dampers shown on the third floor plan may be deleted. 4. the dampers shown within the floor/ceiling assembly on the other levels (dwelling unit separation) mat be ceiling radiation dampers or enclosed within the joist space that is lined with 5/8" Type X gypboard. If this is used, a detail should be provided on the drawings. 5. The enclosure for the corridor ventilation system should be a one-hour rated shaft enclosure. The plans should be clarified. 6. for Type V-B construction the walls of the exit enclosures that are exposed to the exterior are not required to be of fire resistive construction. However, the exterior walls of the exit enclosures and the adjacent building must comply with Section1019.1.4. The plans should be clarified. Any opening into the building within specified limitations must be protected. 7. Details should be provided for protection of all the through-penetrations and membrane penetrations of all fire resistive wall and floor assemblies. Section 712. These should be listed assemblies with listing number being provided. 8. The door schedule should indicate that corridors should comply with UL 1784. The notes should state that all smoke and draft assemblies be tested for a maximum allowable leakage rating of 3 cfm per square foot and be labeled with an "S" rating. Section 715.3.5.3. 9. All glazing within 24" arc of either vertical edge of all doors (in the closed position) must be shown as safety glazing. The specific location of all safety glazing must be indicated on the drawings. Section 2406.4, Item 6. 10. Safety glazing is required in all glass within 5' of the bottom and top of stairways and landings, where the bottom edge of the glass is less than 60" above the walking surface. Section 2406, Item 11. 11. Attic access is required to each separate attic area. Each access port must be a minimum of 22" X 30" and should be shown on the plans. Section 1203 & 1209. 12. Calculations must be provided which show that the minimum attic ventilation of 1:300 is provided. Section 1203 rt is I 1 I ' III 1 'til Iu71I l I1 i - 1 I ■ - � 11I ' Ir .. O I .L _l II 11 I L 71 1 IN ' 1? 1 R W yJ.J_Tw�r/j 11 - ]1 .1 _ 01.r1' 1 u parr _mj 7`" a rr NT 'ton . 1 1.44`2 1 R-'im 1 1 •1 1 W I mill fr III -If I- II'- • I'to I7/! I j rlCAnr__ y I II Ifs --/1�1 n 1-1+r �.•�'I1 � II 11 III' IV I��1a1.11A1C� 1 11! ► LW 1 :+1 1 I 1 11 - - J11 L4gvp III 1 T_ wvl :Ii I - 1 I I n Eli I r.P. 11 R:b_A711' -'.■11 11=IT �,_. - A - ■ ' n c !lr Y��hR• ti C 1j ■ 111- '%m1I1 11 ■l 111 I0111 Or - I 1 it%0, T-�4 ' IU,I al = R in fM 11 v '�• 1 nip- — + Iry ICY•• ' I _ l � I I I I ti vq WN 1, I 11 11A I r N I I , ' C - 11 rl■ 4LI 141,RD r11 - I J,,a. I I Y' in 1 11 14171. ITO I -I I I rqu ' , 11 _ Ill.31 j 1 1 _ 11 _ c 11 1 . it is 10:1 T ar Ir 11 Lt11 II I 17 I 111 lip I TII11w% - a, T G 1 p II 11 it. L' 1 7 - \ GI 11 � ' 1 �1 1 II 1 1 r NI 1 r7rlU�r1 j 1 1 A 'II.IV _ W71 I ff 4.11111M, - - 'u 'TJ\ 1=li_ V _ JIUP 12 ' — I I. •In TyrL 1 141 I �1 '#A 1Ihgr ■ I I - IT �ll� 11 LIB I- •1 III r II Im 1 _I - ft � 1_ y - _l ria 11 ' III I 1 1I - I L II Jj 1, -fi - - I I I ' 1 A"If 11 II& 1 n 1 I - 1 ■1 11 n - ' l . A 11 1 1 ■ 1 1 11 71 ' ' II Lr I IL I 13. Details should be provided for the installation of the suspended ceiling system. Accessibility 1. Van-accessible parking spaces should be 8' wide, with adjacent 8' wide access aisles (which may be shared with an adjoining space). 2. A curb cu6t ramp should be shown from the accessible parking access aisles to the sidewalk, unless details are provided showing that the sidewalk is at the same level as the parking spaces. 3. The maximum side slope for curb cut ramps should be shown as 1:12, where the width of the sidewalk at the top of the ramp is less than 48" 4. All doors in the building, which have a latch set or lock set, should have lever type operating hardware. 5. Door thresholds should be shown as no higher than '/2". The edges should be beveled at 1 vertical: 2 horizontal, with a maximum edge height of Y4". 6. The length, height, diameter, wall clearance, and position of the two grab bars at the water closet should be dimensioned on the plans. 7. Dispensers and receptacles should be detailed so as not to interfere with the unobstructed floor space or grab bar utilization. 8. Areas of evacuation assistance (AoEA) are required at each exit at the second and third stories. The requirements for space sizes, locations, signage, two-way communications and 48" clear between stairs handrails should be shown. In lieu of AOEA, the building may be equipped with quick response sprinklers and a written fire and safety emergency evacuation plan which specifically addresses the evacuation of persons with disabilities. The plans must be approval, by the Fire Chief, and Building Official prior to occupancy. Structural 1. Special inspection is required for the concrete construction. 2. The framing and support of the roof framing over the entry ways should be clarified on the structural plans. See cross sections A, MUM. 3. The calculations for the lateral force distribution assume a rigid horizontal diaphragm. For the rigid diaphragm analysis to be used the diaphragm deflection must be less than 2 times the average story drift. Section 9.5.2.3.1, ASCE 7. For plywood shear wall and horizontal diaphragms Equations 23-1 and 23-2 must be used for this comparison. For the record based on my experience the HM ratio of the diaphragm has little to do with the actual diaphragm deflection. The major deflection is related to nail slip, which is a function of the lateral force in plf. The IBC equation for the horizontal diaphragm assumes a fully blocked, uniformly nailed condition, which rarely exists in practice. A correction factor of 4-6 must be applied to the equation in order to account for an unblocked, non-uniformly nailed condition. Additionally, the gyperete cannot be used for increasing the diaphragm stiffness since it is neither connected to the plywood flooring I 1 1 Ll 11 1 n• X II 11 n ■ _ ' - S 111 1 I -rl �1 •rN- 1jj� 110*11 11 _ %r MIX Kh 1 'I 1 r W. — 1 ' % Lu.- J 1 - l' A �1 A 4r % ti t J ' V c ■ Mil III I 1 - � _ IfYu 1 I�� ■ - ty■ _ .nli _ ■ nrl 1 k' I* J — 'w 1 11 11 ] ■ 11 r■llall r ■ - ) 1ltlln ■ 1- J 1 ■ ■ '•. IJE1 11 I I I1 11 ' 1 • 111101 his 1 _ 1 1' 1 Nr o� - ly -1 R 1■ 1 _ 11 111 j % i ■ - 'i-tlfl rl sr S • ■ R •j i=9 - 1 11 1 1 1 is rwi�n _ TtiuM 1 al ■ .in nidlrlll 1,91 D I Tr. 1. -1 f" ■ x M- ", 1 1 ■ ■ ITj�11 . r - !_ 11�f�RI I� 4 •tlt-'~f f.' --} 1 I 1 r ' ' I =00, m _a — 11ra1tf on I ;m it ■1 1 -1 _n 1 ri I111 Lil ■ ♦ %8 r 1 1 1 Tl r 11 1 r' L■ 11 C 11 j { I 7 '_ - I 1 r■ _ '111 , rR 11 _ f �� • ►1�I h-�a , r67 L i 11J 1 . . J. ti - 1 31J'I - ►I - - ''1 ?ll l ' �1- 1! ■1 - 1 ' n C JI III_ 1111, 111 Tj a _ T� maI ` 111 1'n ARI11 l IuAr. ■ i- . 11■ -■ ,f11 14I k is ■ I,F - _ 'W r 1 ■ 1 1 all 11 al ■IOLt Lail win - 9 II• _ n Ix11J I I - is nor placed as a continuous unit (walls are erected first). Due to the number and stiffness of shear walls it is doubtful that the diaphragm deflection is less than 2 times the story deflection in either direction. Although I believe a flexible analysis should be used, due to the number and location of the shear walls (relatively uniform) it is doubtful that the lateral force distribution will change significantly. Therefore, it is my opinion that the plans are acceptable as provided except as indicated below. 4. For considering seismic forces the maximum h/w for the shear walls is limited to 2:1 without reductions. For h/w > 2:1 but < 3.5:1 the allowable shear from Table 2306.4.1 shall be multiplied by 2w/h. For the 10' high walls a reduction in the allowable values must be shown for wall panels less than 5' in length. Table 2305.3.3, footnote a. 5. It is not clear to me if the forces shown on the framing plans at the ends of the shear walls are hold-down forces. If so, then Detail E/S4.4 should be referenced in the legend so that the type of hold down required is clear. 6. Some of the references in the "DETAIUCOMMENT" section of the general notes of the framing plans are not complete or mislabeled. These should be corrected. If you have any questions please give me a call or email me. Sincerely, David W. Anderson Building Official 360.403.3432 danderson(a-),ci.arlington.wa.us 1 IC I, It xx wommommJImmmtil ` ■ mMi&Awmm1AMI&m&wgi 1 i ■ L oveIm; 1 ■ moommoom — y 1pw— ■ 1LON-himlig P roo WgAv NONA LI puha.d immom ' L. mr or li r I a ■m h 1fi�1 �bVr •w��r� �� r 1r Nt7 • • . • WLsLEIMY.i1M1■ Ind r *MMWW Tri 0 7r■• • p • - 1 • mpg ■ 10 - • ■ 7 =�r 1 ti mil■ _ ■ l ill. J6m11■ ' if ,1 1 L • ■ 1 ■ ■ 1 ■ rr ■ ■ 1■ ■ opm I101117 MEy ■ ME ■ ■ ME ■ ■ ■ ■ ME ■ ■ L - ■ work-Mwo • 1 LNO, 1 M V1 ■ NO, • ■ • 1 • ■ ■ ■ ■ IN L.r JI 46V6 ON 16 wr I ME 1lklo y """O1IM6 Mol ■ 010 ! ■ ■ PW 1■ I LI No4 ` m momm ■ ■ oil mm V • ■ Lm . ■ ■ R fly _ mom 1 momm .I■ ■ momm ■ ■ 11■ k r r! MINAKER ARCHITECTURE, p.s March 23, 2005 City of Arlington 238 Olympic Avenues Arlington,WA 98223 Ann. David Anderson,Building Official Scott Black, Building Inspector Re; Stillaguamish Gardens Senior Center, meeting regarding additional Items in question with Scott Black,building inspector,Tom Cooper,Fire Marshal, Jim Davis, Architect. Dear Scott Thank you for the time today to review the outstanding questions on our project. These are our responses, per your request. 2. (FIRE): Fire access to the fire hydrant is being changed from gravel to grass. Concrete drive apron and curb ramps are being provided to the near parking lot to the east. 5. (FIRE)Elevator cab size is 6'-8" x 4'-9", which is for a 3000#capacity elevator. The controlling inside dimension for up to a 3500#elevator is 2. (GENERAL BUILDING): Attic Separation, change reference to Sheet from A-4 to A2.3. Wide dashed lines show location of draft stop partitions that extend to the roof decking. See details 1 & 3 sheet A-4.2. RECEIVED MAR 2 3 2005 C-0A BUILIANG DEPT P.O.Box 464 • 303 North Olympic Ave • Arlington • Washington Ph 360-435-1113 • Fax 360 435-2205 • www.minaker.com • ►• , c r• ► w A 1 1 'I I I J D - I = -1 - • '' '- ' ' - ' 9J Z r- 1M tn' SZA _ I _ I v '• 1 _ _ _' rli.i N'= I•a I'.rf��1� �J r - . I • I I - I •. a I , I • • I = �'ti�7 1`r. :1�IIP�j1 •I[K11 "�%.Fi T-�jl *11 :.LII T1 ��'1[lti y MPtifup,116 1 mot;lit Yin 1 ,41 'n,x-wel:m= r:llhlrf 1 {f,U I • I 1 I �Y • - 1 . I is •t�:�T FJ,O knit,1,1--1 1*) r Ifi�•�atf1�:�1C1�1lkirl�-"r�if '.—waft nr h'toIp.��' dfS tirl% the rr•��� 1 • . _ - '' I ifF r' p"dj•y( j%4 ♦111% �J II VI 11 • - ( �-ILI � '•� � �,'� '!t -iZ i.-1!� .Lt,� ,.�N>`� .p� ■ •_ J, _ .� -•'1 .1 t�/:� �1� I,r,�1>. �, -LJI 11 1 1 _ II .'r• n 1 _ I �ii l�-1 •_ '��1_ k7cl Y�J'-�•L( •_ •I�:r-•y 1�_ II � I i _ I . I _ • 1 _ ' 1 •1 1 F•A xi lam/. I r {,IA Olk-��IlLL ' •ill l'-u A Y. Irby 1. .74� 1 � I� ."�••'.'1;' a� �1 y b�_. - r r4 vM• � ��r• Y; �� '�Jl' �f?(^ti+T7 + •:� .(.��► Li11141'31 ! nlnij R II_ (T41 •�5Jae- NIrfl �.� IM ��• v4J! - Y.�r/. ��r C•� .' �},-.► lA h F'1'' i1% Z �dt�.�kl11P vd!Ilr ► ; � ss+.., 'u�t�•- ' ' _ • II • _ 1 II • I 1 1 - � - - I ,i • - ' ' 1=1 •1 ~ i' ,AA� '6-a P.t, Itie �7'+� I • I I I ' I,.- �� �� .�'�11�.Zr�J L:/'S- - � J _��.►-�a I�y 1 � � '� :`1f t (��Jri�+� I LT •.�- _ _ I . I MINAKER ARCHITECTURE, p.S 10. Attic Ventilation: As shown on Sheet A 2.3. Refer also to Roof Ventilator Schedule. a. 1376 s.f. /300=4.59 x 144=661 /484= 1.36, 3 provided okay. b. 1254 s.f. /300=4.18 x 144=601 /400= 1.5, 3 provided okay.. c. 1376 same as a, okay. d. 1242 s.f /300=4.14 x 144=596 1400= 1.49, 3 provided okay. e. 572 s.f /300= 1.9 x 144=275 /324= .85, 2 provided okay. f. 1144 s.f. /300=3.8 x 144=549/400= 1.4, 3 provided okay. g. 204 s.f /300=. 68 x 144 =98/ 100= .98, 1 provided okay. 5. (ACCESSIBILITY): Detail 3/A-3.1, use'/z" high threshold with 1-2 bevel both sides. If you have any questions please give me a call or email me. Sincerely, Jim Davis/Gregory A inaker Minaker Architects 303 N Olympic Ave Arlington, WA 98223 P.O.Box 464 • 303 North Olympic Ave • Arlington • Washington Ph 360-435-1113 • Fax 360 435-2205 • www.minaker.com EL Vti--.n L3 -I 0: ot ILLfL n F. L zo I,- V. -J V.J In 4f CO d-Q IQLim UNIT 'JYI IN 6N I"P ZI. I '*-%I ii-I 3!q Y-Mlllt)14 IT .4 O-fl;� AC 6TL T IT IF 711419' IN< IV- '-P-/ VT 2003 INTERNATIONAL ; BUILDING Plan Review# 1)UILD1111(: CODE 1 13 J� Valuation: PLAN RLMEW RECORD Fee: JURISDICTION: C� , ;.-K �bAlldlP UBIi,f� (City, County, ownship, etc.) BUILDING LOCATION: (5C) t1 _j I t (Street address) BUILDING DESCRIPTION: V-B REVIEWED BY: -r1' u` Numerals indicated m parenthesis are applicable code sections of the 2003 Infernational Building Code.The plan review accomplished as indicated in this record is limited to those code sections specifically identified herein.This record references commonly applicable code sections.It does not reference all code provisions which may be applicable to specific buildings.This record is designed to be used only by those who are knowledgeable and capable of exercising competent judgernent m evaluating construction documents for code compliance. CORRECTION LIST Code No. DESCRIPTION Section ICCCopyright, Reproduction prohibited. International Code Council,Inc.,and is registered in the U.S.Patent and Trademark Office.For additional forms,contact: INTERNATIONAL CODE COUNCIL,INC. PHONE 1-800-786-4452 00DECOUNCIP M 07/04 -1- i _ _ '� , CORRECTION LIST(cont'd.) Code No. DESCRIPTION Section -2- CORRECTION LIST (cont'd.) Code No. DESCRIPTION Section -3- NOTES: N.R.—Not required N.A.— Not applicable ADMINISTRATION (Chapter 1) Complete construction documents Signed/sealed construction documents (106.1, 106.2) (106.1, State laws vary) BUILDING PLANNING (Chapters 3, 4, 5, 6) OCCUPANCY CLASSIFICATION (302.0-312.0) Single Occupancy (302.1) Incidental use areas (302.1.1) Mixed Occupancy (302.3) Accessory use areas (302.2) GENERAL BUILDING LIMITATIONS (Chapters 5 & 6) Apply Case 1 to determine the allowable height and area and permitted types of construction for a building containing a single occupancy or nonseparated mixed occupancies.Apply Case 2 to determine the allowable height and area and permitted types of construction for a building containing separated mixed occupancies. AREA MODIFICATIONS TO TABLE 503 %of Allowable tabular area, At(Table 503) 100% Frontage % Increase for frontage, It(506.2) + % (506.2) _ North East South West % Increase for automatic sprinklers, Is (506.3) + % Total Frontage (F) 1. ft. Perimeter (P)_ ft. Total percentage factor = t�'t�% Width of open space (W)_ Conversion factor _ e� % Frontage increase (It) _ Total percentage factor_100% (506.2) rr F ll W It=100LP-0.25J30 CASE 1 —SINGLE OCCUPANCY OR NONSEPARATED USES (302.3.1) Using Table 503, identify the allowable height and area of the single occupancy or the most restrictive of the nonseparated mixed occupancies.Construction types that provide an allowable tabular area equal to or greater than the adjusted building area and allowable heights(as modified by Section 504)equal to or greater than the actual building height are permitted. DETERMINE CONSTRUCTION TYPE CHECK ALLOWABLE AREA (506.4) Actual building area ft2 Allowable area per floor (Aa) Adjusted building area _ _ft2 X = q 52 ,, ft actual building area_conversion factor conversion factor tabular area(Table 503) Actual building height feet stories Total floor area (all stories) Allowable building height feet stories Allowable floor area (all stories) Permitted types of construction x __ / .6 cf Allowable area per floor number of stories Type of construction assumed (A) (maximum 3) for review (602.1.1) Compliance verified (Single Occ.or Nonsep.) r?�' -5- CASE,::.—MIXED OCCUPANCY SEPARATED USt6 (302.3.2) Using Table 503,identify the allowable height and area of each of the separated uses within the building.Construction types that provide, for each story of the building,tabular areas(as modified by Section 506)which result in a sum of the ratios of 1.00 or less and allowable heights(as modified by Section 504)equal to or greater than the actual height of the use are per- mitted. Actual Adjusted Actual Allowable Story Group floor area floor area* height height ft2 ft2 ft stories ft stories ft2 _ft2 ft _stories ft stories ft2 ft2 ft stories ft stories ft2 ft2 ft stories ft ._ _stories ft2 ft2 ft stories ft _ _stories ft2 ft2 ft stories ft stories ft2 ft2 ft stories ft stories Adjusted floor area _ + + + - <1.00 Allow. tab. area, A, (Table 503) 'Adjusted floor area=actual floor area T conversion factor CHECK ALLOWABLE AREA(506.4) Allowable area per floor (Aa) x = _. ft2 Permitted types of construction conversion factor tabular area(Table 503) Total floor area(all stories) ft2 Type of construction assumed Allowable floor area (all stories) for review (602.1.1) - x = ft2 Compliance verified (Mixed Occ. Separated), Allowable area per floor number of stories (A.) (maximum 3) MEZZANINES (505) Area limitation (505.2) Openness (505.4) Egress (505.3) Equipment platforms (505.5) UNLIMITED AREA BUILDINGS (507) Unsprinklered, one story (507.1) High-hazard use groups (507.6) Sprinklered, one story (507.2) Aircraft paint hangar (507.7) Two story (507.3) Group E buildings (507.8) Reduced open space (507.4) Motion picture theaters (507.9) Group A-3 buildings (507.5) SPECIAL PROVISIONS (508) _ Special condition applicable (508.1) Compliance verified SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY (Chapter 4) COVERED MALL BUILDINGS (402) Standpipe system (402.8.1) Egress (402.4, 402.11) Smoke control (402.9) Mall width (402.5) Kiosk requirements (402.10) Unlimited area (402.6) Emergency voice/alarm Fire separations (402.7) (402.12, 402.13) Automatic sprinkler system (402.8) Plastic signs (402.14) Fire department access (402.15) -6- HIGH-RISE BUILDINGS (403) OTHER SPECIAL USE AND OCCUPANCY Automatic sprinkler system (403.2) Underground structures (405) Fire-resistance rating reduction (403.3) Motor vehicle related occupancies Automatic fire detection (403.5) (406, 508) Emergency voice/alarm systems Group 1-2 (407) (403.6) Fire department communication (403.7) Group 1-3 (408) Fire command center (403.8) Motion picture projection rooms (409) Elevators (403.9) Stages and platforms (410) Standby power (403.10) Emergency power (403.11) Special amusement buildings (411) Stairway doors (403.12) _ Aircraft-related occupancies (412) Smokeproof exit (403.13) Combustible storage (413) ATRIUMS (404) Hazardous materials (307.9, 414) Atrium use (404.2) Groups H-1, H-2, H-3, HA and H-5 Automatic sprinkler system (404.3) (415) Smoke control (404.4) Application of flammable finishes (416) Enclosure (404.5) Drying rooms (417) Standby power (404.6) Interior finish (404.7) Organic coatings manufacturing (418) Travel distance (404.8) FIRE PROTECTION (Chapters 6, 79 89 9) FIRE-RESISTANCE-RATED CONSTRUCTION (Tables 601 & 602 and Chapter 7) Note: Entry in ❑ indicates required rating in hours. NC BUILDING ELEMENTS (Table 601) indicates noncombustible construction required. ❑ . (�y Structural frame (714) Construction classification (602) )�� ❑ Interior bearing walls COMBUSTIBILITY (602.2, 602.3, 602.4, 602.5, 603) 1" Go � , y�D� F'>C' Exterior walls ❑- Interior nonbeanng walls Al I"A Interior elements ❑ Floor construction (711) M Roof ❑ Roof construction (711) FIRE-RESISTANCE RATINGS AND FIRE TESTS (703) EXTERIOR WALLS (507, Table 602, 704, 706.6) North East South West Ratings/Combustibility (703.2, 703.4) Fire separation gL� uC1f -7 Alternative methods distance (703.3, 718, 720, 721) Bearing ❑ ❑ ❑ ❑ Nonbearing ❑ ❑ ❑ ❑ -7- EXTERIOR WALLS (continued) OTHER FIRE RESISTANT CONSTRUCTION ❑ Opening protection (704.8, 704.12, ❑ Fire walls (705) 704.14) _. ❑ Vertical fire spread protection ❑�__ Fire partitions (708) (704.9, 704.10) Smoke barriers (709) ❑ Parapets (704.11) FIRE BARRIERS (706) _ Smoke partitions (710) ❑ Shaft enclosures (706.3.1) Penetrations (712) IDExit enclosures (706.3.2, 706.3.3) Fire resistant joint systems (713) / 1 ❑ Horizontal exits (706.3.4) 3a2. I. I ICj Opening protectives (715) Incidental use areas (706.1:5) Dampers (716) ❑ _ Mixed occupancy and fire area Concealed spaces (717) separations (706.3.6, 706.3.7) SHAFTS (707) Thermal and sound-insulating materials Exceptions (707.20 (719) ❑ Construction (707.3- 707.14) INTERIOR FINISHES (Chapter 8) Smoke development (803.1) _ Floor finish (804) Flame spread (803.1) Decorations and trim (805) Non-textile finish (803.2) FIRE PROTECTION (Chapter 9) AUTOMATIC SPRINKLER SYSTEMS (903) Additional required systems (Where required) (Table 903.2.13) Assembly (A-1, A-2, A-3, A-4, A-5) International Fire Code (IFC 903.2.13) (903.2.i)Educational (E) (903.2.2) AUTOMATIC SPRINKLER SYSTEMS' (903) 1j (Design) Factory/Industrial (F-1) (903.2.3) V& Shop drawings (106.1.1.1)ystem (903 1) ���y� High-hazard (H-1, H-2, H-3, H-4, H-5) NFPA 13 s .3.1. (903.2.4) —�� Institutional (I-1, I-2, I-3, I-4) NFPA 13R system (903.3.1.2) (407.5, 903.2.5) NFPA 13D system (903.3.1.3) Mercantile (M) (903.2.6) ` ' Quick-response and residential heads Residential (R) (903.2.7) (903.3.2) .�_( _ Storage/Repair garage (S-1) (903.2.8) Actuation (903.3.4) Water suply (903.3.5) Parking garages (903.2.9) � c< Hose connections (903.3.6, 903.3.7) Windowless story (903.2.10.1) e-<, Sprinkler monitoring and alarms Rubbish and linen chutes (903.2.10.2) (903.4, 907.13) Buildings over 55 ft.high (903.2.10.3) * Also see Fire Code Sprinkler Plan Review Record Incidental use areas (302.1.1) -8- .: ,. i � i � .. .. . _.. . . ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING Single/multiple station smoke alarms SYSTEMS (904) (907.2.10) Installation (904.3) High rise buildings (907.2.12) Wet-chemical systems (904.5) Atriums (907.2.13) Dry-chemical systems (904.6) Other buildings/areas Foam systems (904.7) (907.2.11, 9072.14-907.2.23) FIRE ALARM AND DETECTION SYSTEMS (907) Carbon dioxide systems (904.8) (Design) Halon systems (904.9) Residential smoke alarm power source Clean-agent systems (904.10) (9072.10.2) Commercial cooking systems �-� Residential smoke alarm interconnection (904.2.1, 904.11) (907.2.10.3) STANDPIPE SYSTEMS (905) Location/Power supply/Wiring (9073-9075) Installation standards (905.2) � G Activation/Presignal/Zones Building height (905.3.1) C (907.6-907.8) Group A (905.3.2) �t Alarm notification appliances (9079) Covered malls (905.3.3) vcT Detectors (907.10-907.12) Stages (905.3.4) Monitoring (907.14) Underground buildings (905.3.5) EMERGENCY ALARM SYSTEMS (908) Helistops/heliports (905.3.6) Detection system applicable Hose connections and locations (908.1 - 908.6) (905.1, 905.4, 905.5, 905.6) SMOKE CONTROL SYSTEMS (909) ` Cabinets (905.7) Where required (402.9, 404.4, 405.5, \i t7 Dry standpipes (905.8) 408.8, 410.3.7.2, 1019.1.8, 1024.6.2.1) Valve supervision (905.9) Design requirements (909.1 -909.4) PORTABLE FIRE EXTINGUISHERS (906) Smoke barriers (909.5) Required locations - IFC (906.1) FIRE ALARM AND DETECTION SYSTEMS (907) Pressurization method (909.6) (Where required) Airflow method (909.7) Construction documents (907.1.1) Exhaust method (909.8) Assembly (A-1, A-2, A-3, A-4, A-5) Equipment/Power (909.10, 909.11) (9072.1) Business (B) (9072.2) Detection and control (909.12-909.18) Educational (E) (9072.3) Smokeproof enclosures (909.20) Factory (F-1, F-2) (907.2.4) Underground buildings (909.21) High-hazard (H-1, H-2, H-3, H-4, H-5) SMOKE AND HEAT VENTS (910) (9072.5) Requirements (910.1 -910.3) Institutional (1-1, 1-2, 1-3, 1-4) (9072.6) Mechanical alternative (910.4) Mercantile (M) (9072.7) FIRE COMMAND CENTER (911) Residential (R-1, R-2) (907.2.8, 9072.9) Features (911.1) -9- i _ M� OCCuPANT NEEDS A, 11 , 12 (Chapters ) MEANS OF EGRESS (Chapter 10) OCCUPANT LOAD (1004.1.2 and Table 1004.1.2) CAPACITY OF EGRESS COMPONENTS (1005.1 and Table 1005.1) ' Floor Sq.ft./ Occt. Other Egress width (inch/occupant) Location 1 = occt. Total Area person load loads Stairways � Other egress components CAPACITY Other egress Location Stairways components NUMBER OF EXITS (1018.1, 1018.2) Location Required Shown -10- i � � ,,: J ,, I I .: MEANS OF EGRESS (continued) GENERAL MEANS OF EGRESS Design requirements Door landingslThresholds/Arrangement (1003.2- 1003.7) (1008.1.4-1008.1.7) Means of egress illumination (1006) Door hardware (1008.1.8, 1008.1.9) Exit signs (1011) Stairways (1009) Accessible means of egress (1007) Handrails (1009.11) Means of egress doors (1008.1-1008.1.2) Roof access (1009.12) Special doors/GateslTurnstiles Ramps (1010) (1008.1.3, 1008.2, 1008.3) Guards (1012) EXIT ACCESS Door number and arrangement (1013.2, _ Egress balconies 1014.1, 1014.2) (1013.5, 1015.3) Exit access travel distance Corridors (1016) (1013.3, 1015.1) Air movement in corridors (1016.4) Aisles (1013.4) EXITS/ EXIT DISCHARGE Exits/Exit doors (1017, 1018) Horizontal exits (1021) Interior exit stairways (1019) Exterior exit ramps/stairways (1022) Exit passageways (1020) Exit discharge (1023) OTHER MEANS OF EGRESS Miscellaneous egress requirements Assembly aisles &features (1014.3- 1014.6) (1024.6-1024.15) Bleachers (1024.1.1) Emergency escape and rescue (1025) Assembly exits & egress (1024.2- 1024.5) - ACCESSIBILITY* (Chapter 11) Scoping requirements (1103) Dwelling units and sleeping units (1107) Accessible route (1104) Special occupancies (1108) Accessible entrances (1105) Features and facilities (1109) Parking and passenger loading (1106) Signage (1110) *Also see Accessibility Plan Review Record -11- • ,� 1 ,.4TERIOR ENVIRONMENT (Chapte. 12) Ventilation openings (1203) Sound transmission (1207) Temperature control (1204) Interior space dimensions (1208) Lighting (1205) Access to unoccupied spaces (1209) Yards or courts (1206) Surrounding materials (1210, 2509) BUILDING ENVELOPE (Chapters 13*, 149 15) "See Energy Conservation Code Plan Review Record EXTERIOR WALLS (Chapter 14) Performance requirements (1403) Exterior wall coverings/MCM's (1405, 1407) Materials (1404) Combustible material restrictions (1406) ROOF ASSEMBLIES AND ROOFTOP STRUCTURES (Chapter 15) Weather protection (1503) Materials (1506) Flashing (1503.2, 1507.2.9, 1507.3.9, Roof coverings (1507) 1507.5.6, 1507.7.6, 1507.8.7, 1507.9.8) Roof insulation (1508) Performance requirements (1504) Rooftop structures (1509) Fire classification (1505) Reroofing (1510) STRUCTURAL SYSTEMS (Chapters 16, 17, 18) STRUCTURAL DESIGN (Chapter 16) STRUCTURAL DESIGN CALCULATIONS Live load reduction Submitted for all structural members (1603.1.1, 1607.9, 1607.10) (106.1, 106.1.1) Roof live loads (1603.1.2, 1607.11) DESIGN LOADS ON CONSTRUCTION DOCUMENTS Roof snow loads (1603.1.3, 1608) (1603) Ground snow load, Pg(1608.2) Uniformly distributed floor live loads (1603.1.1, 1607) If Pg> 10 psf, flat-roof snow load, Pf Floor Area Use Loads Shown (1608.3) If Pg> 10 psf, snow exposure factor, Ce (Table 1608.3.1) If Pg> 10 psf, snow load importance factor, IS (Table 1604.5) Roof thermal factor, Cf(Table 1608.3.2) Sloped roof snowload, PS (1608.4) -12- DESIGN LOADS (continued) .smic design category (1616.3) Wind loads (1603.1.4, 1609) Basic seismic-force-resisting system (Table 1617.6.2) Design option utilized (1609.1.1, 1609.6) Response modification coefficient, R, Basic wind speed (1609.3) and deflection amplification factor, Cd (Table 1617.6.2) Building category and wind importance factor, lw(Table 1604.5, 1609.5) Analysis procedure (1616.6, 1617.5) Wind exposure category (1609.4) Design base shear (1617.4, 1617.5.1) Internal pressure coefficient (ASCE 7) Flood loads (1603.1.6, 1612) Component and cladding pressures(1609.1.1, 1609.6.2.2) Flood hazard area 1612.3) Main force wind pressures (1609.1.1, Elevation of structure 1609.6.2.1) Other loads Earthquake design data (1603.1.5, 1614 - 1623) Concentrated loads (1607.4) Design option utilized (1614.1) Partition loads (1607.5) Seismic use group ("Category") Impact loads (1607.8) (Table 1604.5, 1616.2) Misc. loads (Table 1607.6, 1607.6.1, Spectral response coefficients, SOS& 1607.7, 1607.12, 1607.13, 1610, Spy (1615,1) 1611, 2404) Site class (1615.1.5) QUALITY ASSURANCE (Chapter 17) Approvals/Research report(s)(1703, Wall panels and veneers/EIFS 1703.4.2) Report No. (1704.10, 1704.12) Owner's special inspection program Sprayed fire-resistant materials specified (1704.1.1) (1704.11) Prefabricated items (1704.2) Quality assurance plan - Seismic/Wind (1705, 1706) Steel construction (1704.3) Seismic resistance (1707) Concrete construction (1704.4) Structural testing/Observations (seismic) Masonry construction (1704.5) (1708, 1709) Wood construction (1704.6) Testing (other) (1710- 1715) Prepared fill and foundations (1704.7, 1704.8, 1704.9) SOILS AND FOUNDATIONS (Chapter 18) Soils investigations/Reports Footings and foundations (1805) (1802.1, 1802.6) Retaining walls (1806) Soil classification (1802.3) Dampproofing and waterproofing (1807) Excavation, grading and fill (1803) Foundations (other types) (1808- 1812) Load-bearing values (1804) -13- i M1� STRUCTU"AL MATERIALS (Chapters 19, 219 229 23) CONCRETE (Chapter 19) Plain and reinforced concrete Hot weather and cold weather curing design/construction standard specified (1905.12,1905.13) specified (1901.2, 1908) Seismic design (1910) Construction documents (1901.4) Slab provisions (1911) Minimum concrete strength (Table 1904.2.2(21) MASONRY (Chapter 21) Design method, construction standard Cold weather and hot weather construc- specified (2101.2) tion specified (2104.3, 2104.4) Construction documents (2101.3) Seismic design (2106) Construction materials (2103) Glass unit masonry (2110) Mortar type (2103.7) Fireplaces/Heaters/Chimneys (2111, 2112, 2113) STEEL (Chapter 22) Structural steel design/construction Cold-formed steel design/construction standard specified (2205) standard specified (2209) Open-web steel joist design/construction Light framed cold-formed steel design/ standard specified (2206) construction standard specified (2210) Steel cable structures (2207) Wind/seismic design of light-framed, Steel storage racks (2208) cold-formed steel shear walls (2211) WOOD (Chapter 23) Design method option used (2301.2) Heavy timber construction (2304.10) MATERIAL STANDARDS/CONSTRUCTION Shear walls and diaphragms REQUIREMENTS (2303-2306) (2305, 2306) Lumber (2303.1.1) CONVENTIONAL LIGHT-FRAME CONSTRUCTION Wood I-joists (2303.1.2) (2308) Glue laminated timbers (2303.1.3) Limitations satisfied (2308.2) Wind/Seismic requirements (2308.2.1, Wood structural panels 2308.2.2, 2308.11, 2308.12) (2303.1.4, 2304.6, 2304.7) Fiber-, hard-, & particle-, boards Braced walls (2308.3, 2308.9.3) (2303.1.5-2303.1.7) Foundation anchorage Decay and termite protection (2308.3.3, 2308.6) (2303.1.8, 2304.11) Floor joists (Tables 2308.8[1], 2308.8(21) Structural composite lumber (2303.1.9) Wall studs (Table 2308.9.1) Fire-retardant-treated wood (2303.2) Girders (Tables 2308.9.5, 2308.9.6) Hardwood plywood (2303.3) Ceiling joists (Tables 2308.10.2[1], Metal plate connected trusses (2303.4) 2308.10.2[2]) Roof rafters (Tables 2308.10.3.[1]- Joist hangers and connectors(2303.5) 2308.10.3[6]) Fasteners and fastening Roof uplift (2308.10.1) (2303.6, 2304.9, Table 2304.9.1) -14- NONSTRUC i URAL MATERIALS (Chapters 24, 259 26) GLASS AND GLAZING (Chapter 24) Sloped glazing and skylights (2405) Safety glazing (2406, 2407, 2408, 2409) GYPSUM BOARD AND PLASTER (Chapter 25) Gypsum board materials Plaster (2507, 2508, 2510-2513) (2506, Table 2506.2) PLASTIC (Chapter 26) FOAM PLASTIC INSULATION (2603) Special approval (2603.8) Labeling (2603.2, 2603.5.6) MISCELLANEOUS PLASTICS Surface-burning characteristics Interior finish and trim(2604) (2603.3, 2603.5.4) _ Thermal barrier (2603.4) Plastic veneer (2605) Exterior walls/Roofs (2603.5, 2603.6) Light-transmitting plastics (2606-2611) _ BUILDING SERVICES* (Chapters 27, 289 299 30) ELEVATORS AND CONVEYING SYSTEMS (Chapter 30) _ Construction standard specified (3001.2) Hoistway venting (3004) Hoistway enclosures (3002) Conveying systems (3005) Opening protectives (3002.1.1) Machine rooms (3006) Emergency operations (3003) " Also see Electrical (Ch.27), Mechanical (Ch.28) and Plumbing (Ch.29) Plan Review Records SPECIAL DEVICES AND CONDITIONS (Chapters 31 , 34) SPECIAL CONSTRUCTION (Chapter 31) Membrane structures (3102) PEDESTRIAN WALKWAYS AND TUNNELS (3104) Awnings and canopies/Marquees Construction and use (3104.3, 3104.4) (3105, 3106) Separation (3104.5, 3104.10) Signs (3107) Public way (3104.6) Radio and television towers (3108) EgressNentilation Swimming pool enclosures (3109) (3104.7-3104.9, 3104.11) EXISTING STRUCTURES (Chapter 34) Additions, alterations, repairs (3403) Accessibility (3409) Fire escapes (3404) Compliance alternatives (3410) Change of occupancy (3406) -15- I _JILDING EVALUATION SUMMARY (Table_410.7) Existing occupancy Proposed occupancy Year building was constructed Number of stories Height in feet Type of construction Area per floor Percentage of frontage % Corridor wall rating Completely suppressed: Yes No Required door closers: Yes _No Compartmentation: Yes No _ Fireresistance rating of vertical opening enclosures Type of HVAC system serving number of floors Automatic fire detection. Yes No type and location Fire alarm system: Yes No type Smoke control: Yes No type Adequate exit routes: Yes No Dead ends: Yes No Maximum exit access travel distance Elevator controls: Yes No Means of egress emergency lighting: Yes No Mixed occupancies: Yes No Safety Fire Means General parameters safety (FS) of egress(ME) safety(GS) 3410.6.1 Building height 3410.6.2 Building area 3410.6.3 Compartmentation 3410.6.4 Tenant and dwelling unit separations 3410.6.5 Corridor walls 3410.6.6 Vertical openings 3410.6.7 HVAC systems 3410.6.8 Automatic fire detection 3410.6.9 Fire alarm system 3410.6.10 Smoke control 3410.6.11 Means of egress '""' 3410.12 Dead ends 3410.13 Max.exit access travel distance 3410.6.14 Elevator control 3410.6.15 Means of egress emergency lighting ... 3410.6.16 Mixed occupancies 3410.6.17 Automatic sprinklers - 2= 3410.6.18 Incidental use area protection Building score—total value No applicable value to be inserted. BUILDING SAFETY EVALUATION SCORE (Table 3410.9) Formula Table 3410.7 Table 3410.8 Score Pass Fail FS—MFS-a 0 (FS) — (MFS) _ ME—MME>_0 _ (ME) — (MME) = GS—MGS>_0 (GS) — (MGS) FS = Fire Safety MFS = Mandatory Fire Safety ME = Means of Egress MME = Mandatory Means of Egress GS = General Safety MGS = Mandatory General Safety APPENDICES A - J Appendices adopted (101.2.1) _ Compliance verified -16- CORRECTION LIST(cont'd.) Code No. DESCRIPTION Section -4- I ,,. DEC-13-2004 11:41 FROM: 939 49ee P.001/002 FAX Transmittal DATE: 4� -/3-OY FROM Chuck Williams CWA Consultants 22421 NE 20th Street Sammamish, WA 98074 Phone (425) 836-2833 Fax# (425) 836-3707 TO : FAX # 46 -3 - . 7VY-Z No. Pages (include cover sheet) Message axe I L I